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HomeMy WebLinkAbout062820-PM1 - Construction-Related - Contract - Quail Valley V, LLC and Moss Utilities, LLCCSC No. 62820-PM1 FORTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) IPRC Record No. IPRC24-0023 City Project No. 105436 FID No. 30114-0200431-105436-EO7685 File No. W-3032 X File No. X-28100 Mattie Parker Jay Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth February 2025 - HUI1T HZ ZOLLARS 500 W. 71 Street, Suite 300 Fort Worth, Texas 76102-4728 Phone: (817) 335-3000 Fax: (817) 335-1025 ,oROPN'v 9P v/i � .................... "�3 'P. LiceN�'�O��S�� �.FSS�ONAL�=.� OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Section 1 - Contract Including Water, Sewer, Paving, and Storm Drainage 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 8 Last Revised 0011 13 hwitation t Bidders 0 /7!1/ 0-20 002113 last,-,,etions t 1k.1de f 03 i O/2020 00 41 00 Bid+efi�n nn in T 00 42 43 Proposal Form Unit Price 05/22/2019 nn� Bid43en4 nn inT 00 45 11 oa ' 0,11 /02/201 1 �T 0045 12 Prequalification Statement 09/01/2015 nn er-n3 inn 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 044s 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 7200 Gener-al Conditions 1 1 i 1 T 00 7300 071nm�T 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 010 3 z'o 07/01/2011 01 3233 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Spec al Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 81,78-2-3 04,107/2 T n1 nnin -4 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Date Division 02 - Existing Conditions Modified 0-n4-3 Seleetive SA T,o.,,,,htie,. NONE 02v 1 14 Ut4iVf NONE 02A4-1-5 PaA,iag Rem NONE Division 03 - Concrete ME • • ... _MUM • Division 26 - Electrical .. - • . ■ - • Division 31- Earthwork 210 Site Gleafing NONE Z 1�66 r 1reh-F, 4ie FENe ,vats Ae NONE �'�r�z3 Beffew NONE 3 -24-00 Embankments NONE � 1�0 Efesio and Sedif en4 Gon#e4 NONE 21�0 c4aiefts NONE 3 1�o NONE Division 32 - Exterior Improvements NONE 3''�14-9 NONE 3'�N NONE 3244-2-3 Flexible Baseretu-soss NONE 4 Lime T.o, Boa 4 � Getffses NONE -3 Geme * T, eate.14 e Gotffses NONE 3'T NONE 324446 NONE 3242-7-3 Asphalt Paving Gfaek SeakfAs NONE 324343 NONE 3 'moo NONE 3'3 NONE 324446 NONE NONE 324q-2-3 NONE �''�5 NONE Thai Feaees �Mess NONE CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32__'4� Wi f r ones and Gates NONE Z7�9 Wood Fence .,ra r tes NONE 32-3243 NONE 1 NONE 3''�3 NONE Z7�- Trees and Sh,..,b NONE Division 33 - Utilities • �•mom .. • .. , . _- • - - • • - • W• _ • • • • IPF.MPPI• •ml• Nil • • •. • .. - • • • • ... • CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 .. _ . . • Em .. KV — m=1 ED ' - • • �.�0 81 DO W ON ME ' • EMIZA MM• ■ • .. .ff UP 0 • .� ■ • .� ,� - ■F1111.11111- • Division 34 - Transportation 34- 440 NONE 3 ^�" A#aehmeat=A G pAfettef Cabinet NONE 3 ^ ^� NONE 3" ^� A#aehmefit G Seftwafe Speeifieafien NONE ^T NONE 3441�3 NONE ^ NONE 3 ^moo NONE 3^moo Roadway 111umina4ion Assemblies NONE � ^ ^�01 NONE 3 ^^ ^�0-2 NONE � ^ ^�03 NONE ^moo Alumimifn S NONE 3n�3 T-r- ffie CefAfe4 NONE CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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: http://fortworthtexas.gov/tpw/contractors/ or Division 02 - Existing Conditions Last Revised 02 444-3 eoto,.tiye Site De ff,,r, ie 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03-30-00 Cast i njae r � 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03-3446 12/20/2012 83-59 98 12/20/2012 Division 26 - Electrical 2ti�0 Gefnffien Werk nos„tts f E ,,t 11/22/2013 260540 12/20/2012 ''�-3 12/20/2012 -1 05 4-3 07/01 /2011 260550 G,..,,,,.,,,n:,.a fiens MultiDiiet Geed iit 02/26/2016 Division 31- Earthwork 340 Site Clearing 12/20/2012 6 Unel ssifie E'*eavft e 01/28/2013 34-23-223 Beffew 01/28/2013 2 -24-00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 3'� 6-00 cftyaieffs 12/20/2012 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Imurovements 3''�2-OAT 12/20/2012 'Q 12/20/2012 32441 12/20/2012 3 Rexible Base r'ewse^ 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 3244-33. Cement Treated Base Courses 12/20/2012 08/21 /2015 3''�0 12/20/2012 3''�3 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 3 12/20/2012 324446 12/20/2012 3'�3 10/05/2016 32 1723 Pavement Markings 11/22/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 3244-226 11/04/2013 Z7�4 r +ai Fenees and n es 12/20/2012 32-34-2-6 wife Fefiee^ ^~' r ^+^^ 12/20/2012 32-34-29 Wood Fences ^„a ' ^*^^ 12/20/2012 24 06/05/2018 3''�9 Topsoil Plaeemefit and Finishing of Pafkways 12/20/2012 323 12/20/2012 324343 Tfees and Shfu s- 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 34340 12/20/2012 3 23-04 4-0 12/20/2012 ZZ�T r,...,.esion r„� 'Pest Stmi ns 12/20/2012 3 23-04 4-2 12/20/2012 33-04-38 07/01/2011 3-04-40 02/06/2013 323-04-60 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 33-05-4-3 01/22/2016 3 ^ 40 01/22/2016 A �.. Manholes, �iets, �7 ���� Other-StmetHi'�t6 33-A412/20/2012 and C*ade 33-05-1-6 Gener-ete V ate AL^„1+^ 12/20/2012 3305 17 Concrete Collars 12/20/2012 20 12/20/2012 334)5-24 Tunnel r i fie 4ete 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33-05-2-3 Hand Twmeling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 32�3 12/20/2012 3344-44 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 3 2� 'ter 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 24 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 3 42-550 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 3 2�2 12/20/2012 33-344-3 12/20/2012 33-3 4—.5 12/20/2012 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 Chloride Closed Profile Gr-avity Sanitary Sewer- 33 3i 2z vi"! (PNIG) Xpe 12/20/2012 3 2�i 12/20/2012 34-34-2-3 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 3 2�0 12/20/2012 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33-39-38 Fiberglass Manholes 12/20/2012 3 23-39-40 12/20/2012 33 39 60 E ox Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33-44-44 12/20/2012 344442 11/13/2015 -3- H A8 12/20/2012 334-6-4 07/01/2011 3-46-0i Tr-ene T`f ' 07/01/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34-4440 10/ 12/2015 3444— T Attaebment A C-entrellep gbinet 12/18/2015 34^oz A#aehmeat B GEMAf011ff Speeigeation 02/2012 3 ^�03 At4aehmeat G Seftwafe Speeifieafiefi 01/2012 344444 11/22/2013 3^4- 4443 12/20/2012 344 4 11/22/2013 24444-0 PedestFian 14ybFid Signal 11/22/2013 40 Readway iflumina4ien Assembhes 12/20/2012 3 ^�oT 06/15/2015 �^ ^poi 06/15/2015 4 ^moo? Residmial LED Roadway LumiaaiFes 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 3444--50 02/26/2016 34-74-43 Tr-af e Ceatfe 11/22/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix GC-4.02 Subsurface and Physical Conditions GG 4.06 14az -det s Eiw .,.nmen4a Condition at Site GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Pagel of 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM PA5A UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 0241.1106 16" Pressure Plug 0241 14 EA 1 $1,100.00 $1,100.00 2 0241.1118 4"-12" Pressure Plug 0241 14 EA 9 $224.00 $2,016.00 3 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 19.9 $4,320.00 $85,968.00 4 3305.0109 Trench Safety 33 05 10 LF 12,427 $1.00 $12,427.00 5 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 193 $579.00 $111,747.00 6 3311.0141 6" Water Pipe 3311 10 LF 303 $33.00 $9,999.00 7 3311.0251 8" DIP Water 3311 10 LF 673 $154.00 $103,642.00 8 3311.0254 8" DIP Water, CLSM Backfill 3311 10 LF 305 $277.50 $84,637.50 9 3311.0261 8" PVC Water Pipe 3311 12 LF 6,015 $43.50 $261,652.50 10 3311.0264 8" PVC Water Pipe, CLSM Backfill 3311 12 LF 20 $167.00 $3,340.00 11 3305.2002 8" Water Carrier Pipe 33 05 24 LF 39 $43.50 $1,696.50 12 3311.0451 12" DIP Water 3311 10 1 LF 172 $170.50 $29,326.00 13 3311.0457 12" DIP Water, CLSM Backfill 3311 10 LF 190 $293.50 $55,765.00 14 3311.0461 12" PVC Water Pipe 3311 12 LF 1,949 $82.00 $159,818.00 15 3311.0467 12" PVC Water Pipe, CLSM Backfill 3311 12 LF 82 $205.50 $16,851.00 16 3305.2004 12" Water Carrier Pipe 33 05 24 LF 193 $82.00 $15,826.00 17 3311.0551 16" DIP Water 3311 10 LF 15 $271.00 $4,065.00 18 3311.0557 16" DIP Water, CLSM Backfill 3311 10 LF 155 $394.50 $61,147.50 19 3311.0561 16" PVC C905 Water Pipe 3311 12 LF 2,178 $108.50 $236,313.00 20 3311.0567 16" PVC C905 Water Pipe, CLSM Backfill 3311 12 LF 138 $232.00 $32,016.00 21 3312.0001 Fire Hydrant 33 12 40 EA 10 $6,400.00 $64,000.00 22 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 1 $19,100.00 $19,100.00 23 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $3,410.00 $3,410.00 24 3312.1002 2" Combination Air Valve Assembly for Water 33 12 30 EA 3 $11,100.00 $33,300.00 25 3312.2003 1"Water Service 331210 EA 158 $1,410.00 $222,780.00 26 3312.3002 6" Gate Valve 33 12 20 EA 2 $1,960.00 $3,920.00 27 3312.3003 8" Gate Valve 33 12 20 EA 23 $2,790.00 $64,170.00 28 3312.3005 12" Gate Valve 33 12 20 EA 6 $4,980.00 $29,880.00 29 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 4 $26,200.00 $104,800.00 30 3312.6002 6" Blow Off Valve 33 12 60 EA 1 $12,600.00 $12,600.00 31 3312.0002 Water Sampling Station 33 12 50 EA 2 $3,710.00 $7,420.00 32 9999.0004 Automatic Flushing Device 00 00 00 EA 1 $7,800.00 $7,800.00 33 9999.0002 12" 115 PSI Flexible Encasing Pipe 00 00 00 LF 39 $78.00 $3,042.00 34 3137.0104 Medium Stone Riprap, dry 31 3700 SY 140 $99.00 $13,860.00 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT I: WATER IMPROVEMENTS $1,879,435.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 WR-5A_00 42 43 Bid Proposal_DAP_Utility_2025-01-09.xls 00 42 43 DAP - BID PROPOSAL Page 2 of 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM PA5A UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT II: SANITARY SEWER IMPROVEMENTS 1 0241.2014 Remove 10" Sewer Line 0241 14 LF 634 $40.00 $25,360.00 2 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 5 $1,440.00 $7,200.00 3 3301.0002 Post -CCTV Inspection 3301 31 LF 11,584 $2.50 $28,960.00 4 3301.0101 Manhole Vacuum Testing 3301 30 EA 76 $135.00 $10,260.00 5 3305.0109 Trench Safety 33 05 10 LF 11,584 $1.00 $11,584.00 6 3305.0110 Utility Markers 33 05 26 LS 9 $90.00 $810.00 7 3305.0112 Concrete Collar 33 05 17 EA 10 $1,880.00 $18,800.00 8 3331.3101 4" Sewer Service 3331 50 EA 174 $1,900.00 $330,600.00 9 3305.3002 8" Sewer Carrier Pipe 33 05 24 LF 300 $70.00 $21,000.00 10 3331.4115 8" Sewer Pipe 3331.4116 8" Sewer Pipe, CSS Backfill 3311 10, 3331 12, 3331 20 3311 10, 3331 12, 3331 20 LF 9,524 $70.00 $666,680.00 $153,252.00 11 LF 792 $193.50 12 3331.4119 8" DIP Sewer Pipe 3311 10 LF 115 $107.00 $12,305.00 13 3331.4120 8" DIP Sewer Pipe, CSS Backfill 3311 10 LF 20 $230.50 $4,610.00 14 15 3331.4215 15" Sewer Pipe 3331.4222 16" DIP Sewer 3311 10, 3331 12, 3331 20 3311 10 LF 485 $144.00 $204.00 $144.00 $69,840.00 $45,492.00 LF 223 16 3305.3006 16" Sewer Carrier Pipe 33 05 24 LF 125 $18,000.00 17 3305.1005 30" Casing By Open Cut 33 05 22 LF 125 $477.00 $59,625.00 18 3305.1003 20" Casing By Open Cut 33 05 22 LF 300 $276.00 $82,800.00 19 3339.0001 Epoxy Manhole Liner 33 39 60 VF 414 $350.00 $144,900.00 20 3339.1001 4' Manhole 3339.1002 4' Drop Manhole 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 3339 10, 33 39 20 33 39 10, 33 39 20 EA 64 12 354 $7,800.00 $12,600.00 $550.00 $499,200.00 $151,200.00 $194,700.00 21 EA 22 VF 23 9999.0006 12" 150 PSI Encasing Pipe 00 00 00 LF 38 $78.00 $2,964.00 24 3137.0104 Medium Stone Riprap, dry 31 3700 SY 575 $99.00 $56,925.00 25 9999.0008 Landlok 450 TRM 00 00 00 SF 1,575 $1.05 $1,653.75 26 27 28 29 30 31 32 _ 33 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $2,618,720.75 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 WR-5A_00 42 43_Bid Proposal_DAP_Utility_2025-01-09.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 3 of 3 PA5A Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT III: DRAINAGE IMPROVEMENTS 1 3137.0104 Medium Stone Riprap, dry 3301.0002 Post -CCTV Inspection 3305.0109 Trench Safety 3341.0201 21" RCP, Class III 3341.0205 24" RCP, Class III 3341.0208 27" RCP, Class III 3341.0302 30" RCP, Class III 31 3700 SY 849 $99.00 $84,051.00 2 3301 31 LF 5,076 $1.50 $7,614.00 3 33 05 10 LF 5,076 $1.00 $5,076.00 4 3341 10 LF 814 $69.50 $56,573.00 5 3341 10 LF 2,102 $78.50 $165,007.00 6 3341 10 LF 196 $124.50 $24,402.00 7 3341 10 LF 562 $111.50 $62,663.00 8 3341.0304 30" RCP, Class V 3341 10 3341 10 3341 10 LF LF LF 16 352 735 $143.50 $140.50 $149.00 $2,296.00 $49,456.00 $109,515.00 9 3341.0309 36" RCP, Class III 10 3341.0409 48" RCP, Class III 11 3341.1503 8x6 Box Culvert 3341 10 LF 299 $770.00 $230,230.00 12 3349.0001 4' Storm Junction Box 33 49 10 EA 22 $11,300.00 $248,600.00 13 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $10,000.00 $10,000.00 14 3349.7001 4' Drop Inlet 33 49 20 EA 1 $9,200.00 $9,200.00 15 3349.5001 10' Curb Inlet 33 49 20 EA 5 $12,400.00 $62,000.00 16 3349.5002 15' Curb Inlet 33 49 20 EA 12 $17,400.00 $208,800.00 17 3349.6001 10' Recessed Inlet 33 49 20 EA 7 $9,800.00 $68,600.00 18 3349.6002 15' Recessed Inlet 33 49 20 EA 3 $17,400.00 $52,200.00 19 3349.4105 24" SET, 1 pipe 33 49 40 EA 2 $4,040.00 $8,080.00 20 3349.4107 30" SET, 1 pipe 33 49 40 EA 1 $3,530.00 $3,530.00 21 9999.0605 9' Wingwall PW-1 00 00 00 EA 2 $135,000.00 $270,000.00 22 3137.0101 Concrete Riprap 31 3700 SY 186 $103.50 $19,251.00 23 24 25 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,757,144.00 Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Moss Utilities, LLC 11050 Ables Lane Dallas, TX 75229 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction BY: Garrett " " 1) s3ry11ed by: ir4mlf hos5 TITLE: Preside[ A379EBAE11FF442... DATE:12/12/2024 2,618,720. 1,757,144. :.., worldng days after the date when the END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 WR-5A_00 42 43_Bid Proposal_ DAP_ Utility_2025-01-09.xts 00 42 43 DAP - BID PROPOSAL Page 1 of 1 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM PA5A UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS 1 3211.0400 Hydrated Lime 6" Pavement @ 36 Ibs/sy) 3211.0400 Hydrated Lime 8" Pavement @ 48 Ibs/sy) 3211.0400 Hydrated Lime 9" Pavement @ 48 Ibs/s 3211.0501 6" Lime Treatment 3211.0502 8" Lime Treatment 3211 29 TON 360 $321.00 $115,560.00 2 3211 29 TON 258 $321.00 $82,818.00 3 3211 29 TON 441 $321.00 $141,561.00 4 3211 29 SY 19,988 $4.00 $79,952.00 5 3211 29 SY 29,120 $4.25 $123,760.00 6 13213.0101 6" Conc Pvmt 32 13 13 SY 18,211 $51.00 $928,761.00 7 3213.0103 8" Conc Pvmt 32 13 13 SY 10,2191 $59.00 $602,921.00 8 3213.0104 9" Conc Pvmt 32 13 13 SY 17,276 $63.00 $1,088,388.00 9 3213.0302 5" Conc Sidewalk 32 13 20 SF 67,223 $8.00 $537,784.00 10 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 12 $3,000.00 $36,000.00 11 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 24 $3,000.00 $72,000.00 12 3217.0101 6" SLD Pvmt Markin HAS W 32 17 23 LF 165 $2.75 $453.75 13 3217.0102 6" SLD Pvmt Markin HAS Y 32 17 23 LF 4,678 $2.75 $12,864.50 14 3217.0103 6" BRK Pvmt Markin HAS W 32 17 23 1 LF 1,1451 $2.75 $3,148.75 15 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 860 $11.00 $9,460.00 16 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 17 23 LF 164 $11.00 $1,804.00 17 3217.1002 Lane Legend Arrow 3217.1004 Lane Legend Only 9999.0001 Furnish/Install Walsh Ranch Style Sign post & Foundation w/ Regulatory Sign & Name Blades 32 17 23 EA 22 $200.00 $4,400.00 18 32 17 23 EA 22 $200.00 $4,400.00 19 00 00 00 EA 46 $1,750.00 $80,500.00 20 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 116 $8.00 $928.00 21 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 274 $8.00 $2,192.00 22 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 3,146 $3.15 $9,909.90 23 3217.0403 18" SLD Pvmt Marking HAE (Y) 32 17 23 LF 48 $9.50 $456.00 24 3217.0401 18" SLD Pvmt Marking HAE (W) 32 17 23 LF 2641 $9.50 $2,508.00 25 0241.1000 Remove Conc Pvmt 0241 15 SY 603 $10.00 $6,030.00 26 3292.0100 Block Sod Placement 32 92 13 SY 9,086 $1.00 $9,086.00 27 28 29 30 TOTAL UNIT IV: PAVING IMPROVEMENTS $3,957,645.90 Bid Summary UNIT IV: PAVING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Mario Sinacola & Sons Excavating, Inc. 10950 Research Road Frisco, Texas 75033 $3,957 Total Construction Bidl $3,957 BY: Harlan am-signrd by: TITLE: Vice Pre 3F9E45BF6072497... DATE:12/18/2024 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 240 CONTRACT commences to run as provided in the General Conditions. END OF SECTION working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 WR-5A_00 42 43_Bid Proposal_ DAP_ Paving_2024-10-24.xls 0as 0 nAF P}1prP'A1:1P1rAr1014 iTAT@MI Nr PW t t -SECTION nn 45 12 DAP — PREQUAI I l fr 1 i ION :%U-rVMf N-r Each Bidder is required to complete the information below by identifying the prequalitaed contractors and/or :subcontractors whom they intend to utilize for the major work type(s) listed, In the "Major Work T " box proyidc_the corn lete ma'ar ►v rk t and actual descri tip on as provided by the Water DeP—artmot for water and sewer and TPW for avin . Major Work TS'pe Contractor/Subcontractor Company Name Prequalification Ex iration Date The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Moss Utilities BY: GarreTJ N 11050 Ables Lane Dallas, TX 75229 (Signature) TITLE: President DACE: END OF SECTION CITY OF F01{ I W01 t I l Walsh Ranch Quail Valley - PiLuming Area 5A - kPASA) STANI)AH ( oNS 110R' I ION PREQUA1 1HCA F10N STATEMENT - I)EVt:I.()PER AWARI)EU PROJEC`rS City PrcipM No. tU-3136 Form I. 2015 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete major work type 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 Paving Mario Sinacola & Sons Excavating, Inc. 02/28/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. BY arl Jones 10920 Research Road Frisco, TX 75033 Signature) TITLE: Vice Presi nt DATE: January 30, 2025 END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS City Project No. 105436 Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 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. 105436. 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 CONTRACTOR: 9 Moss Utilities, LLC 10 Company 11 11050 Ables Lane 12 Address 13 Dallas, TX 75229 14 City/State/Zip 15 16 17 THE STATE OF TEXAS § (Pleas Print) Signature: f� Title: VP Ue v k "haa� (Please Print) 18 19 COUNTY OF TARRANT § 20 21 BEFORE ME, the undersigned authority, on this day personally appeared 22 3AU)A l-6G{, , known to me to be the person whose name is 23 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 24 the act and deed of _0S5 ):b �� Tim �G for the purposes and 25 consideration therein expressed and in the capacity therein stated. 26 27 GIYEN 'UNDER MY HAND AND SEAL OF OFFICE this day of 28 0. '1rr. to , 20 29 30 31 AA I a J11r_ 32 Notary Public in and forth State of Texas 33 ❑ANIELA GONZALES 3E1 =' Notary Public, State of Texas z °• Comm. Expires 01-07-2026 % 6F'`�• Notary ID 133523356 35 'rrrrir�ti``` 36 END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105436 Revised April 2, 2014 004526- I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pace I of I 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. 105436. 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 CONTRACTOR. 9 Mario Sinacola & Sons Excavating, Inc. By: 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 Company 10950 Research Road Address Frisco. TX 75033 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Sig Tith (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Harlan Jones . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Mario Sinacola & Sons Excavating, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 22nd day of Janua , 2024. pU0 µEREDITH R HELsan Notary Public in and for the State of Texas n Notary 1D #129927329 "w My Commission Expires opt` August 20, 2026 FWI 1XII &O.R01-143Z CITY OF FOKr wURT" STANDARD CONSTRUCTION SPECIFICP ION DOCUMENTS Rev i sed Apri 12, 2014 Walsh ranch - Quail Val ley — Planning Area 5A — (PA5A) City Project No. 105436 Docusign Envelope ID: 4B5A88FC-1B52-4F9B-9C25-3F747C16C003 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 11 /18/2024 is made by and between the Developer, 4 Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer"), and Moss 5 Utilities, LLC, 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: 15 Walsh Ranch — Quail Valley — Planning Area SA — (PA5A) 16 City Project No. 105436 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Two Thousand Dollars ($2,000.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 4B5A88FC-1B52-4F9B-9C25-3F747C16C003 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Six Million, Two Hundred Fifty -Five Thousand, Two 40 Hundred Ninety -Nine Dollars and Seventy -Five Cents ($6,255,299.75). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment or, 62 if not attached, as incorporated by reference and described in the Table of Contents 63 of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 4B5A88FC-1B52-4F9B-9C25-3F747C16C003 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by any act, omission or negligence of the city. 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 97 the Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. ill This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 4B5A88FC-1B52-4F9B-9C25-3F747C16C003 005243-4 Developer Awarded Project Agreement Page 4 of 4 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement, if other than duly 116 authorized signatory of the Contractor. 117 118 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 119 counterparts. 120 121 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 122 Contractor: Developer: Moss Utilities, LLC Quail Valley Devco V, LLC 123 124 i5xui�ncd by: E[ A379EBAE� 1 FF442... koignature) Garrett J Moss (Printed Name) Title: President Company Name: Moss Utilities Address: 11050 Ables Lane City/State/Zip: Dallas, TX 75229 11 /18/2024 Date Occuftned By: CA 9308FEB19299428... (Signature) Seth Carpenter (Printed Name) Title: VP of Development Company Name: Quail Valley Devco V, LLC Address: 400 S. Record Street, Suite 1200 City/State/Zip: Dallas, TX 75202 11 /18/2024 Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 3B14C18A-FAE7-40D3-AA86-43E9C84A19DF 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 11 /18/2024 is made by and between the Developer, 4 Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer"), and Mario 5 Sinacola & Sons Excavating, inc., authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Walsh Ranch — Quail Valley — Planning Area SA — (PA5A) 16 City Project No. 105436 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Five Thousand Dollars ($5,000.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 3B14C18A-FAE7-40D3-AA86-43E9C84A19DF 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Three Million, Nine Hundred Fifty -Seven Thousand, 40 Six Hundred Forty -Five Dollars and Ninety Cents ($3, 957, 645.90). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment or, 62 if not attached, as incorporated by reference and described in the Table of Contents 63 of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 3B14C18A-FAE7-40D3-AA86-43E9C84A19DF 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by any act, omission or negligence of the city. 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 97 the Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. ill This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: 3B14C18A-FAE7-40D3-AA86-43E9C84A19DF 005243-4 Developer Awarded Project Agreement Page 4 of 4 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement, if other than duly 116 authorized signatory of the Contractor. 117 118 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 119 counterparts. 120 121 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 122 Contractor: Developer: Mario Sinacola & Sons Excavating, Inc. Quail Valley Devco V, LLC 123 124 cim-signed by: y B 3FBE458F6072497. �6igiiature) Harlan Jones (Printed Name) Title: Vice President Company Name: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road City/State/Zip: Frisco, TX 75033 11 /18/2024 Date Doc4uftned by: B �(&LW P�{ 6,'�'�l �h' 9308FEB19299426..- koignature) Seth Carpenter (Printed Name) Title: VP of Development Company Name: Quail Valley Devco V, LLC Address: 400 S. Record Street, Suite 1200 City/State/Zip: Dallas, TX 75202 11 /18/2024 Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 DESCRIPTIONS (Continued from Page 1) The General Liability, Auto Liability and Workers Compensation policies include a blanket waiver of subrogation endorsement when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability, Auto Liability, and workers compensation policies include an endorsement providing that 30 days notice of cancellation will be furnished to the certificate holder, with the exception of 10 days for nonpayment. Excess policies follow form over General Liability, Auto liability and Employers Liability policies subject to policy terms and conditions. RE: Project Number: 105436, Project Name: Walsh Ranch Quail Valley - Planning Area 5A - (PASA) Project Number: 105502, Project Name: Walsh Ranch Quail Valley - Planning Area 5C - (PASC) Project Number: 105511, Project Name: Walsh Ranch Quail Valley - Planning Area 5D - (PASD). The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non-contributory basis when required by written contract. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. SAGITTA 25.3 (2016/03) 2 of 2 #S48553311/M45312116 DESCRIPTIONS (Continued from Page 1) The General Liability, Auto Liability and Workers Compensation policies include a blanket waiver of subrogation endorsement when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability, Auto Liability, and workers compensation policies include an endorsement providing that 30 days notice of cancellation will be furnished to the certificate holder, with the exception of 10 days for nonpayment. Excess policies follow form over General Liability, Auto liability and Employers Liability policies subject to policy terms and conditions. RE: Project Number: 105436, Project Name: Walsh Ranch Quail Valley - Planning Area 5A - (PASA) Project Number: 105502, Project Name: Walsh Ranch Quail Valley - Planning Area 5C - (PASC) Project Number: 105511, Project Name: Walsh Ranch Quail Valley - Planning Area 5D - (PASD). The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non-contributory basis when required by written contract. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. SAGITTA 25.3 (2016/03) 2 of 2 #S48553312/M45312116 Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21320807 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 — 2/28/2026 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Pane 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21320807 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) on(s) Of Cove Any person or organization as requirea ny All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D5 12370 Master ID: 1397399, Certificate ID: 21320807 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 21320807 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oroanization(s) I Location And Description Of Completed Operations Any person or organization as required All of your projects by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21320807 POLICY NUMBER: --L 6676705 COMMERCIAL GENERAL LIABILITY CG 24 04 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 11 The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21320807 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21320807 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section 11— Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 21320807 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule if not shown above will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident' and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21320807 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399. Certificate ID: 21320807 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 21320807 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) Page 1 of 1 © 1983 National Council on Compensation Insurance. Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21320807 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 AttaclWaRKLoks QW AgtoH)ANb-OOLQDyifRsq.IRB$LtMOI N-tURANCE POLICY WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. () Specific Waiver (X) Blanket Waiver Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the loss. 2. Operations: 3. Premium: $ The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING. INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B (06 14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21481433 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 - 2/28/2026 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Cornoration Paee 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21481433 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21481433 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 211481433 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Orcianization(s) I Location And Description Of Completed O erations Any person or organization as required All of your projects by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the 11 A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21481433 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 24 04 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. (Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 11 The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21481433 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21481433 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section 11 — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 21481433 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule if not shown above will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21481433 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21481433 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 21481433 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/ 2 8/ 2 0 2 5 Policy No. LDC 4 0 6 8 6 8 0 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) ©1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21481433 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 AttacWQlR044s 0W AS toWANb-00L(byif s4-1ABXf"4tMURANCE POLICY WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. ( ) Specific Waiver (X) Blanket Waiver Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the loss. 2. Operations: 3. Premium: $ The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 2/29/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B (06 14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. 006213-1 PERFORMANCE BOND Page 1 of 2 EXECUTED IN DUPLICATE 1 SECTION 00 62 13 2 PERFORMANCE BOND Bond No. GSH5900176 3 4 THE STATE OF TEXAS § 5 § KNOB' ALL BY THESE PRESENTS: 6 COUNTY OF TARRA.NT § 7 That we, _ Moss Utilities. LLC known as "Principal" herein and $ The Gray Casualty & Surety 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, Quail Valley Devco V, LLC, authorized to do 11 business in Texas ("Developer") and the City of fort Worth, a Texas municipal corporation 12 ("City' ), in the penal sum of, Six Million Two Hundred Fifiy-Five Thousand, Two Hundred 13 Nine Nine Dollars and Seven -Five Cents ($6,255,299.75), lawful inoney of the United States, 14 to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs. 16 executors, 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 CFA24.0107; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 18th day of November , 20 24 , 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 defiled by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Walsh Ranch --- Quail Valley -- Planning 25 Area 5A— (PA5A). 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. OTY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area SA— (PA5A) STANDARD CITY COMMONS— DEVELOPER AWARDED PROJECTS City Project No. 105436 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 13th day of January 9 720 25 . 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 ATTE P T: c rt5c\— (Print al) Sekretary 6f_ Witness as to Principal l4� Wiessas Surety, Ashlyn Simchik PRINCIPAL: Moss Utilities, LLC BY: �t'c­_ Name and Title Address: 11050 Ables Ln. Dallas TX 75229 SURETY: The Gray Casualty & Surety Company BY: Signature Sean McCauley, Attomey-in-Fact Name and Title Address: P.O. Box 6202 Metairie LA 70009 Telephone Number: (504) 888-7790 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. CITY OF FORT WORTH WabilRaech— Quail Vslley—Planning Area SA—(PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 City ProjecxNa.105436 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Wabil Raech—Quail Valley —planning Area $A— (PASA) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City ProjedM.105436 Revised January 31, 2012 Bond #108145222 0062 13- 1 PERFORMANCE BOND Page 1 of 2 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, Mario Sinacola & Sons Excavating, Inc. , known as "Principal" herein and 8 Travelers Casualty and Surety Company of America 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, Quail Valley Devco V, LLC, authorized to do 11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, Three Million Nine Hundred Fifty -Seven Thousand Six Hundred 13 Forty -Five Dollars and Ninety Cents ($3,957,645.90), lawful money of the United States, to be 14 paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, 16 executors, 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 CFA24-0107; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 18th day of November , 2024, 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 Walsh Ranch — Quail Valley — Planning 25 Area 5A — (PA5A). 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 Walsh Ranch — Quail Valley— Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 oF2 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 22nd day of 9 January, 2025 . 10 11 12 13 14 15 ATE' T: 16 17 (Principal) Secretary 18 Joseph inacola 19 20 21 22 Witness as to Principal 23 Stephen Scott, V.P. 24 25 25 27 28 29 30 31 32 e 33 ' 34 l -eisL3 35 Witness to Surety 36 igal ^• 1I9M 3 Harlan Jones We President Name and Title int,.Inc Address: 10950 Research Road Frisco TX 75033 SURETY: Travelers Casualty and Surety Company of Arnerica BY: Signature 5o hinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. if 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Walsh Ranch— Quail Walley— Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No, 105436 Revised January 31, 2012 006214-1 PAYMENT BOND Page 1 of 2 EXECUTED IN DUPLICATE 1 SECTION 00 62 14 Bond No. GSH5900176 2 PAYMENT BOND 3 4 TIIE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Moss Utilities. LLC known as "Principal" herein, and 8 The Gray Casualty & Surety 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, Quail 11 Valley Devco V, LLC, authorized to do business in Texas "(Developer"), and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of, Six Million, Two Hundred 13 Fifty -Five Thousand. Two Hundred Ninety -Nine Dollars and Seventy Five Cents 14 ($6,255,2.99.75), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum Well and truly be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number C1±A24-0107; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 18th day of November , 2U 24 , 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 Walsh Ranch — Quail Valley — Planning 26 Area 5A — (PASA). 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. 32 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 33 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 34 accordance with the provisions of said statute. CITY OF FORT WORTH Walsh Ranch— Quail vaucy—PlanningArca 5A— (PA5A) STANDARD My CONDITIONS— DEVELOPER AWARDED PROJr-(TS City Project No.1 M436 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 13th day of 6 January , 20 25 7 8 9 10 11 12 13 14 ATTEST: 1 (Principal) Secreta Witness as to Principal ATTEST: Af,4* (Surety) SeMMOSC Liam Hackett, Witness 7,g" � MC)AASL Wit ess a5 Q Surety, Ashlyn Simchik, Witness PRINCIPAL: Moss Utilities. LLC BY: — Ze� gnatur 3Wc Lwh .1/p e fI.eY►1.12 AA 0o Name and Title Address: 11050 Ables Ln. Dallas, TX 75229 SURETY: The Gray Casualty & Surety Company BY: Signature Sean McCauley, Attorney -in -Fact Name and Title Address: P.O. Box 6202 Metairie, LA 70009 Telephone Number: (504) 888-7790 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Walsh Ranch— Quail Valley— Pl=ingAMa SA—(PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City PrajedNo. 105436 Revised January 31, 2012 Bond #108145222 0062 14- 1 PAYMENT BOND Page 1 of 2 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, Mario Sinacola & Sons Excavating, Inc. , known as "Principal" herein, and 8 Travelers Casualty and Surety Company of America , 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, Quail 11 Valley Devco V, LLC, authorized to do business in Texas "(Developer"), and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of Three Million Nine Hundred 13 Fifty -Seven Thousand Six Hundred Forty -Five Dollars and Ninety Cents ($3, 957, 645.90), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of 15 which sum well and truly be made jointly unto the Developer and the City as dual obligees, we 16 bind 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 CFA24-0107; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 18th day of November , 20 24 , 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 Walsh Ranch — Quail Valley — Planning 26 Area 5A — (PA5A). 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. 32 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 33 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 34 accordance with the provisions of said statute. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 0062 14 - 2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 22nd day of 3 January , 20 25 4 5 6 7 8 9 AT ST: 10 11 (Principal) ecretary 12 Joseph Sinacola 13 14 15 16 17 Witness as to Principal 18 Stephen Scott, V.P. 19 20 21 22 23 ATTEST: 24 25 (Surety) Secretary 26 27 28 29 30 Witness to urety 31 Name and Title Address: 1095 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: _ Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 32 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 33 bylaws showing that this person has authority to sign such obligation. If Surety's physical 34 address is different from its mailing address, both must be provided. 35 36 The date of the bond shall not be prior to the date the Conti -act is awarded. 37 39 END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Pianning Area 5A— (PASA) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No- 105436 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 006219-1 MAINTENANCE BOND EXECUTED IN DUPLICATE Pagc 1 of 3 SECTION 00 62 19 MAINTENANCE BOND Bond No.GS115900176 THE STATE OF TEXAS § § KNOW ALL B'Y `I I ESE PRESENTS: COUNTY OF TARRANT § That we _ Moss Utilities. LLC known as "Principal" herein and The Gray Casualty & Surety Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Six Million, Two Hundred Fifty -Five Thousand, Two Hundred Nin w- Nine Dollars and Seventy -Five Cents ($6,255,299.75), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WFIEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA24-0107; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 18th clay of November 20 24 , 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 Walsh Ranch -- Quail Valley — 27 Planning Area 5A — (PA5A); and 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF PORT WORTH Walsh Ranch -- Qaffil Valley — Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPERAWARDED PROJECTS City Project No.10543S Revised Jan=y 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 NOW THEREFORE, the condition of this obligation is such that if Principal shall 5 remedy any defective Work, for which timely notice was provided by Developer or City, to a 6 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 7 remain in full force and effect. 8 PROVWEb, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 9 noticed defective Work, it is agreed that the Developer or City may cause any and all such 10 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 11 by the Principal and the Surety under this Maintenance Bond; and 12 PROVMED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 CITY OF FORT WORTH Walsh Ranch - Quail Vallcy - Plaoning Area 5A- (PASA) STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJE(,'TS City Pmject Nm 105436 Revised Januuy 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 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 13th day of January 3 , 2025 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 AT EST: a L"I n (P ' cipal) Secret Witness as to Principal ATTE T: (Surety) S cretary 4Ljam Hackett Witness a o Surety, Ashlyn Simchik PRINCIPAL: Moss Utilities, LLC BY: Sture� 3VYAU_y1 LAM j VP tjifA I,0,ogs Name and Title Address: 11050 Ables Ln. Dallas, TX 75229 SURETY: The Gray Casualty & Surety Comrmm BY: Slgnatur Sean McCauley, Attorney -in -Fact Name and Title Address: P.O. Box 6202 Metairie, LA 70009 Telephone Number: 504-888-7790 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH WabbRitncb_QuailValley- PimningArea SA- (PA5A) STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS City ProjedNo. ID5436 Revised January 31, 2012 McCauley Bond Agency 01/16/202513:29 31385940731 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY Bond Number: GSH5900176 Principal: Moss Utilities, LLC Project: Walsh - PA SA,C, D Site Utilities KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint: Sean McCauley, Liam Hackett, Sam Duckett, Jarrod Yost, Sarah Timmons, Ashlyn Simchik, and Bridget Truxillo of Dallas, Texas jointly and severally on behalf of each of the Companies named above its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $25,000,000.00. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26' day of June, 2003. "RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 411' day of November, 2022. J10 �e SEAL By: Michael T. Gray Cullen S. Piske SEAL _ President President y1 The Gray Insurance Company The Gray Casualty & Surety Company s1 State of Louisiana ss: Parish of Jefferson On this 41b day of November, 2022, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company, and Cullen S. Piske, President of The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. LAW Co'^ iAdeans LeiSfi Anne lienican �4Notary PublicNotary 10 No.82653 Leigh Anne Henican Parish, Louisiana Notary Public, Parish of Orleans State of Louisiana My Commission is for Life I, Mark S. Manguno, Secretary of The Gray Insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals oftheCompany this 13th day of Janaury , 2025 1, Leigh Anne Henican,/Secretary of The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Company this 13th day of ,tanaury , 2028 (��f, 511f 1✓ _ �ljil - 1pj C" vVV1 cv„ `� `'!� R .Q, �tY i LAWS EUEASL iA Certificate No. 13623 THIS IS TO CERTIFY THAT Texas Department of Insurance Company No. 0 8- 0 9 5 7 6 5 Certificate of Authority THE GRAY CASUALTY & SURETY COMPANY METAIRIE, LOUISIANA has complied with the laws of the State of Texas applicable thereto and is hereby authorized to transact the business of Fire; Allied Coverages; Inland Marine; Ocean Marine; Aircraft -- Liability & Physical Damage; Workers' Compensation & Employers' Liability; Employers' Liability; Automobile --Liability & Physical Damage; Liability other than Automobile; Fidelity & Surety; Glass; Burglary & Theft; Forgery, Boiler & Machinery and Reinsurance on all lines authorized to be written on a direct basis insurance within the state of Texas. This Certificate of Authority shall be in full force and effect until it is revolted, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seal of office at Austin, Texas, this 9th day of June A.D. 2004 JOSE MONTEMAYOR CO MISSIONER OF SURANC BY Godwin 0aechesi, Director Company Licensing & Registration THE e:j IRAY SURETY The Gray Insurance Company The Gray Casualty & Surety Company Statutory Complaint Notice To obtain information or to make a complaint: You may contact the Surety via telephone for information or to make a complaint at: 1-504- 754-6711. You may also write to the Surety at: Gray Surety P.O. Box 6202 Metairie, LA 70009-6202 You may also contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write to the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax: 512-475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety 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 part of condition of the attached document. This notice is written under a complete reservation of rights. Nothing herein shall be deemed to be an estoppel, waiver or modification of any of Gray's rights or defenses, and Gray hereby reserves all of its rights and defenses under any general agreement of indemnity, contracts, agreements, bonds, or applicable law. McCauley Bond Agency 01/13/202516:35 22134300419 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY Bond Number: GSH5900176 Principal: Moss Utilities, LLC Project: City of Fort Worth-Walsb Ranch KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint: Sean McCauley, Liam Hackett, Sam Duckett, Jarrod Yost, Sarah Timmons, Ashlyn Simchik, and Bridget Truxillo of Dallas, Texas jointly and severally on behalf of each of the Companies named above its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $25,000,000,00. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 261h day of June, 2003. "RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 4t' day of November, 2022. o SEAL By: Michael T. Gray Cullen S. Piske n SEAL y �.� President President The Gray Insurance Company The Gray Casualty & Surety Company w State of Louisiana ss: Parish of Jefferson On this 4" day of November, 2022, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company, and Cullen S. Piske, President of The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies, Lei�VvvJ c�itA �,rh E1�r11Cart t� Notary Public Leigh Anne Henican Notary ID No. 92653 Notary Public, Parish of Orleans State of Louisiana Orleans Parish, Louisiana My Commission is for Life I, Mark S. Manguno, Secretary of The Gray Insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and �ed affixed the seals of the Company this 13th day of January 2025 fi Y � Wes" P44- f "—* I, Leigh Anne Henican, Secretary of The Gray Casualty & Surety Company , do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in ful! force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Company this 13th day of January 2026 D,�011huaA,tvs +to� _,.� n SEAL Texas Department of Insurance (a' Certificate No. 13623 Company No. 0 8— 0 9 5 7 6 5 THIS IS TO CERTIFY THAT Certificate of Authority THE GRAY CASUALTY & SURETY COMPANY METAIRIE, LOUISIANA has complied with the laws of the State of Texas applicable thereto and is hereby authorized to transact the business of Fire; Allied Coverages; Inland Marine; Ocean Marine; Aircraft -- Liability & Physical Damage; Workers' Compensation & Employers' Liability; Employers' Liability; Automobile --Liability & Physical Damage; Liability other than Automobile; Fidelity & Surety; Glass; Burglary & Theft; Forgery; Boiler & Machinery and Reinsurance on all lines authorized to be written on a direct basis insurance within the state of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seat of office at Austin, 'Texas, this 9th day of June A_D. 2004 JOSE MONTEMAYOR CO t MISSIONER OF SURANC BY Godwin U aechesi, Director Company Licensing & Registration THE TRAY SURETY The Gray Insurance Company The Gray Casualty & Surety Company Statutory Complaint Notice To obtain information or to make a complaint: You may contact the Surety via telephone for information or to make a complaint at: 1-504- 754-6711. You may also write to the Surety at: Gray Surety P.O. Box 6202 Metairie, LA 70009-6202 You may also contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write to the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax:512-475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety 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 part of condition of the attached document. This notice is written under a complete reservation of rights. Nothing herein shall be deemed to be an estoppel, waiver or modification of any of Gray's rights or defenses, and Gray hereby reserves all of its rights and defenses under any general agreement of indemnity, contracts, agreements, bonds, or applicable law. Bond #108145222 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0062 19- 1 MAINTENANCE BOND Page] of 3 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Mario Sinacola & Sons Excavating, Inc. , known as "Principal' herein and Travelers Casualty and Surety Company of America a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Three Million Nine Hundred Fifty -Seven Thousand Six Hundred FOrtY- Five Dollars and Ninety Cents ($3,957,645.90), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 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 CFA24-0107; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 18th day of November , 2024 , which Contract is 22 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 23 materials, equipment labor and other accessories as defined by law, in the prosecution of the 24 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 25 the "Work") as provided for in said Contract and designated as Walsh Ranch — Quail Valley — 26 Planning Area 5A — (PA5A); and 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the Developer and/or City of the need thereof at any time within the 33 Maintenance Period. CITY OF FORT WORTH Walsh Ranch —Quail Valley — Planning Area 5A— (PASA) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by Developer or City, to a 3 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 4 remain in full force and effect. 5 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 6 noticed defective Work, it is agreed that the Developer or City may cause any and all such 7 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 8 by the Principal and the Surety under this Maintenance Bond; and 9 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 10 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 11 Worth Division; and 12 PROVIDED FURTHER, that this obligation shall be continuous in nature and 13 successive recoveries may be had hereon for successive breaches. 14 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 0) 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 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 22nd day of January , 2o25 AT, T ST: v,-, -e- _D (Principal) Secretary Joseph inacola 0 tf___ Witness as to Principal Stephen Scott, V.P. ATTEST: ` (Surety) Secretary Witness to Surety 33 *Note: 34 35 36 37 38 Name and Title Address: 10950 Research Road Frisco TX 75033 SURETY: Travelers Casualty and Surety Company of America BY; I I LUG ignature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 If signed by an officer of the Surety Company, there must be on fife 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 Walsh Ranch — Quail Valley— Planning Area SA— (PASA) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No, 105436 Revised January 31, 2012 Travelers Casualty and Surety Company of America AW Travelers Casualty and Surety Company TRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DALLAS , Texas , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. h+la3ay,.y _s�u9l7yr U�� yv" o y7�6P# ;11 �Gi3: 3d, �' � ` yf � CfANP,Ffii. ' G"J4^•,RU�€ �r, Y State of Connecticut By: _.. City of Hartford ss. Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. r do rA sy IN WITNESS WHEREOF, I hereunto set my hand and official seal. i @nTgAY x1A I -W My Commission expires the 30th day of June, 2026 * ' 44 *j ' � Anna P. Nowik, Notary Public �C c This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this day of �Fw3 iUattyc y'% �sG (1, •..�tPitUx,6d"'L Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power of Attorney is attached. Adw TRAVELERS TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty and Surety Company of America , for information or to make a complaint at: Travelers Bond Attn: Claims One Tower Square, S102A Hartford, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology...........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 —Preliminary Matters.........................................................................................................................6 2.01 Before Starting Construction......................................................................................................... 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards......................................................................................................................6 3.02 Amending and Supplementing Contract Documents................................................................... 6 Article 4 — Bonds and Insurance........................................................................................................................ 7 4.01 Licensed Sureties and Insurers...................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds......................................................................... 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities.........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16 5.07 Concerning Subcontractors, Suppliers, and Others....................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas........................................................................................................19 5.12 Record Documents...................................................................................................................... 20 5.13 Safety and Protection..................................................................................................................21 5.14 Safety Representative..................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services...............................................................................24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site................................................................................................................... 26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities.................................................................................................................. 26 7.01 Inspections, Tests, and Approvals................................................................................................... 26 7.02 Limitations on City's Responsibilities........................................................................................26 7.03 Compliance with Safety Program............................................................................................... 27 Article 8 - City's Observation Status During Construction............................................................................27 8.01 City's Project Representative......................................................................................................27 8.02 Authorized Variations in Work...................................................................................................27 8.03 Rejecting Defective Work...................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work..................................................................................................................... 28 9.01 Authorized Changes in the Work................................................................................................28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................. 28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance ofDefective Work.......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections..................................................................................................................29 11.04 Uncovering Work.................................................................................................................. 30 11.05 City May Stop the Work............................................................................................................. 30 11.06 Correction or Removal of Defective Work............................................................................ 30 ll.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title.................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article13 - Suspension of Work..................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................. 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH Walsh Ranch - Quail Valley - Planning Area 5A - (PA5A) STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 notContract Documents. 10. Contractor —The individual or entity with whom Developer has entered into theAgreement. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 theAgreement. 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 theAgreement. 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 theProject. 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 bejudged. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at theSite. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 ContractDocuments. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 followingways: 1. A Field Order; CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 and4.02.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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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. S. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 party 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. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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. 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 eachoccurrence 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 andnon-owned. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 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: 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 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. 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 b. Each Occurrence: 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 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 repairwork 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 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 byparticipating 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 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 ofsubstituted 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 5.05.13. 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. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. ® 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the llth 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 shallbe 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 ofpatent 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 OtherAreas: 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 theDamage 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 endangerit. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 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 ContractDocuments. 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 Paragraph5.16.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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 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. 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 causedby: 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 finalpayment; 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 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 ofactions. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Cityfunds 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 maybe 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 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 anticipatedproject. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 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 anegative result and require a retest. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the otherparty. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES f 1 Due] I [1]01111PAS1I11 48)M30111L81 0M a9:ToZe1a) ill 0If"I PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1W Page 4 of 4 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 Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Rejected Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING �11 xyl 1113011I[C1RU 19;7 1161►iu i Q Q f 0 191 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements \►1III 7\'/uIWN89t, I0101111%'9M A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-2 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO 7I 71 IffQei 04001 ty.1 I 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 �1 01401 [130111i [chilli; 113.111 is)1UIIaK"IMI PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work L Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under I 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It maybe 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 (USAGE) 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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] 12 13 1 of'IZI) auli 814111[$]01 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A—(PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 0) 3 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. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Pagel of 2 fy 0(si I [1301111r, &**j [eV:1►1031►6119000to] �&3a]:I`jto) 961 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements ai3F.1 137M'/u1Bich a9`00]0M11]7M A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 fy 0(si I 1130111MI&V PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 13 -1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 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. 1.5 SUBMITTALS Submit in accordance with Section 01 33 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] I Biel1X17 W3 X4011130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: ht s://apes.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 �11 xe] 1113011ifLTIII] PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control ofpremises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Pagel of 4 �11 x.] 1113011jrL1z1la luce):11Mro.,,,%I16Mr:1.1.7;11luc61.01in11F.111I Mei PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] INO1XIIw1iBlom II[130 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 7 1 SECTION 017123 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. See Changes (Highlighted in Yellow). 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A.Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 38 1.3 REFERENCES 39 A.Definitions CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Pmject No. 105436 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 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 24 (qualifications based selection) for this project. 25 1.5 SUBMITTALS 26 A.Submittals, if required, shall be in accordance with Section 0133 00. 27 B. All submittals shall be received and reviewed by the City prior to delivery of work. 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 29 A.Field Quality Control Submittals 30 1. Documentation verifying accuracy of field engineering work, including coordinate 31 conversions if plans do not indicate grid or ground coordinates. 32 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 33 71 23.16.01 — Attachment A — Survey Staking Standards). 34 35 1.7 CLOSEOUT SUBMITTALS 36 B. As -built Redline Drawing Submittal 37 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 38 constructed improvements signed and sealed by Registered Professional Land Surveyor 39 (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking 40 Standards) . CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one 2 (1) week prior to scheduling the project final inspection for City review and comment. 3 Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to 4 the City prior to scheduling the construction final inspection. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Construction Staking 8 1. Construction staking will be performed by the Contractor. 9 2. Coordination 10 a. Contact City and Developer's Project Representative at least one week in advance 11 notifying the City of when Construction Staking is scheduled. 12 b. It is the Contractor's responsibility to coordinate staking such that construction 13 activities are not delayed or negatively impacted. 14 3. General 15 a. Contractor is responsible for preserving and maintaining stakes. If City surveyors or 16 Developer's Project Representative are required to re -stake for any reason, the 17 Contractor will be responsible for costs to perform staking. If in the opinion of the 18 City, a sufficient number of stakes or markings have been lost, destroyed disturbed or 19 omitted that the contracted Work cannot take place then the Contractor will be required 20 to stake or re -stake the deficient areas. 21 B. Construction Survey 22 1. Construction Survey will be performed by the Contractor. 23 2. Coordination 24 a. Contractor to verify that horizontal and vertical control data established in the design 25 survey and required for construction survey is available and in place. 26 3. General 27 a. Construction survey will be performed in order to construct the work shown on the 28 Construction Drawings and specified in the Contract Documents. 29 b. For construction methods other than open cut, the Contractor shall perform 30 construction survey and verify control data including, but not limited to, the following: 31 1) Verification that established benchmarks and control are accurate. 32 2) Use of Benchmarks to furnish and maintain all reference lines and grades for 33 tunneling. 34 3) Use of line and grades to establish the location of the pipe. 35 4) Submit to the City copies of field notes used to establish all lines and grades, if 36 requested, and allow the City to check guidance system setup prior to beginning each 37 tunneling drive. 38 5) Provide access for the City, if requested, to verify the guidance system and the line 39 and grade of the carrier pipe. 40 6) The Contractor remains fully responsible for the accuracy of the work and 41 correction of it, as required. 42 7) Monitor line and grade continuously during construction. 43 8) Record deviation with respect to design line and grade once at each pipe joint and 44 submit daily records to the City. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 2 05 23 and/or 33 05 24), immediately notify the City and correct the installation in 3 accordance with the Contract Documents. 4 C. As -Built Survey 5 1. Required As -Built Survey will be performed by the Contractor. 6 2. Coordination 7 a. Contractor is to coordinate with City to confirm which features require as -built 8 surveying. 9 b. It is the Contractor's responsibility to coordinate the as -built survey and required 10 measurements for items that are to be buried such that construction activities are not 11 delayed or negatively impacted. 12 c. For sewer mains and water mains 12" and under in diameter, it is acceptable to 13 physically measure depth and mark the location during the progress of construction and 14 take as -built survey after the facility has been buried. The Contractor is responsible for 15 the quality control needed to ensure accuracy. 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 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i)Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 3) Sanitary Sewer 2 a) Cleanouts 3 (1) Rim and flowline elevations and coordinates for each 4 b) Manholes and Junction Structures 5 (1) Rim and flowline elevations and coordinates for each manhole 6 and junction structure. 7 4) Stormwater — Not Applicable 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY 11 PART 2 - PRODUCTS 12 A.A construction survey will produce, but will not be limited to: 13 1. Recovery of relevant control points, points of curvature and points of intersection. 14 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently 15 permanent and located in a manner to be used throughout construction. 16 3. The location of planned facilities, easements and improvements. 17 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, 18 utilities, streets, highways, tunnels, and other construction. 19 b. A record of revisions or corrections noted in an orderly manner for reference. 20 c. A drawing, when required by the client, indicating the horizontal and vertical location 21 of facilities, easements and improvements, as built. 22 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 23 construction staking projects. These cut sheets shall be on the standard city template which 24 can be obtained from the Survey Superintendent (817-392-7925). 25 5. Digital survey files in the following formats shall be acceptable: 26 a. AutoCAD (.dwg) 27 b. ESRI Shapefile (.shp) 28 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard 29 templates, if available) 30 6. Survey files shall include vertical and horizontal data tied to original project control and 31 benchmarks, and shall include feature descriptions 32 PART 3 - EXECUTION 33 3.1 INSTALLERS 34 A.Tolerances: 35 1. The staked location of any improvement or facility should be as accurate as practical and 36 necessary. The degree of precision required is dependent on many factors all of which must 37 remain judgmental. The tolerances listed hereafter are based on generalities and, under 38 certain circumstances, shall yield to specific requirements. The surveyor shall assess any 39 situation by review of the overall plans and through consultation with responsible parties as 40 to the need for specific tolerances. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 2 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. 3 tolerance. 4 b. 5 C. 6 7 8 9 10 11 12 13 14 15 16 17 rol e. Horizontal alignment on a structure shall be within .0.1ft tolerance. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. 18 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 19 specifications or in compliance to standards. The City reserves the right to request a calibration 20 report at any time and recommends regular maintenance schedule be performed by a certified 21 technician every 6 months. 22 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the 23 closures and tolerances expressed in Part 3.1.A. 24 2. Vertical locations shall be established from a pre -established benchmark and checked by 25 closing to a different bench mark on the same datum. 26 3. Construction survey field work shall correspond to the client's plans. Irregularities or 27 conflicts found shall be reported promptly to the City. 28 4. Revisions, corrections and other pertinent data shall be logged for future reference. 29 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 APPLICATION 33 3.5 REPAIR / RESTORATION 34 A.If the Contractor's work damages or destroys one or more of the control monuments/points set by 35 the City or Developer's Project Representative, the monuments shall be adequately referenced for 36 expedient restoration. 37 1. Notify City or Developer's Project Representative if any control data needs to be restored or 38 replaced due to damage caused during construction operations. 39 a. Contractor shall perform replacements and/or restorations. 40 b. The City or Developer's Project Representative may require at any time a survey 41 "Field Check" of any monument or benchmarks that are set be verified by the City 42 surveyors or Developer's Project Representative before further associated work can 43 move forward. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City or 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B.Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 01 74 23 -1 DAP CLEANING Pagel of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 0177 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] L7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 0177 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 Section 2 - Contract Including Street Lights 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 8 Last Revised 0011 13 hwitation t Bidders 0 /7!1/ 0-20 002113 last,-,,etions t 1k.1de f 03 i O/2020 00 41 00 Bid+efi�n nn in T 00 42 43 Proposal Form Unit Price 05/22/2019 nn� Bid43en4 nn inT 00 45 11 oa ' 0,11 /02/201 1 �T 0045 12 Prequalification Statement 09/01/2015 nn er-n3 inn 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 044s 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 7200 Gener-al Conditions 1 1 i 1 T 00 7300 071nm�T 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 010 3 z'o 07/01/2011 01 3233 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Spec al Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 81,78-2-3 04,107/2 T n1 nnin -4 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Date Division 02 - Existing Conditions Modified 02 44- -3 Seleetive SA T,o.,,,,htie,. NONE 02v 1 14 Ut4iVf NONE 02 44-1-5 PaA,iag Rem NONE Division 03 - Concrete ME • ... _MUM Division 26 - Electrical 26 05 00 Common Work Results for Electrical NONE 2605 10 Demolition for Electrical Systems NONE 26 05 33 Raceways and Boxes for Electrical Systems NONE 26 05 43 Underground Ducts and Raceways for Electrical Systems NONE Division 31- Earthwork 210 Site Gleafing NONE Z 1�66 r 1reh-F, 4ie FENPeaA',at: ,,a NONE �'�r�z3 Beffew NONE 3 -2440 EffibankefAs NONE � 1�0 Efesio and Sedif en4 Gon#e4 NONE 21�-W c4aiefts NONE 31� 7-00 NONE Division 32 - Exterior Improvements NONE 3''�14-9 NONE 3'�N NONE 3244-2-3 Flexible Baseretu-sos NONE 4 Lime T.o, Boa 4 � Getffses NONE -3 Geme * T -eate 14 e Getffses NONE 3'T NONE 324446 Asphalt Paving NONE 3242-7-3 Asphalt Paving Gfaek SeakfAs NONE 324343 NONE 3 '0 NONE 3'3 NONE 3'17Z4446Unit NONE NONE 324q-2-3 NONE �''�5 NONE Thai Feaee& aa Gates NONE CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32__'4� Wi f r ones and Gates NONE Z7�9 Wood Fence .,ra r tes NONE 32-3243 NONE 1 NONE 3''�3 NONE Z7�- Trees and Sh,..,b NONE Division 33 - Utilities • �•mom .. • .. , . _- • - - • • - • W• _ • • • • OR iE • • '- • • • • ... • CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 �I m=1 • • • OIL EIMMUMNE • Ulm.• .. . • my- - ■F1111.11111- • Division 34 - Transportation 34- 440 NONE 3 ^�" A#aehmeat=A G pAfettef Cabinet NONE 3 ^ ^� NONE 3" ^� A#aehmefit G Seftwafe Speeifieafien NONE ^T NONE 3441�3 NONE ^ NONE 3 ^moo NONE 3^moo Roadway 111umina4ion Assemblies NONE � ^ ^�01 NONE 3 ^^ ^�0-2 NONE � ^ ^�03 NONE ^moo Alumimifn S NONE 3n�3 T-r- ffie CefAfe4 NONE CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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: http://fortworthtexas.gov/tpw/contractors/ or Division 02 - Existing Conditions Last Revised r»�j eoto tiye Site Demolition 12/20/2012 0 ^�4 12/20/2012 0''o ^�5 Paving Removal 02/02/2016 Division 03 - Concrete 03-30-00 Cast it njae r � 12/20/2012 03-34-4-3 12/20/2012 0-34-4-6Base12/20/2012 93-59 98 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for Electrical 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 340 Site Clearing 12/20/2012 6 Unel ssifie E'*eavft e 01/28/2013 34-23-223 01/28/2013 34-00 Embankments 01/28/2013 3i�no Erosion and Sediment r p,fe 12/20/2012 3'� 6-00 Gab19F2s 12/20/2012 34-3700 12/20/2012 Division 32 - Exterior Imurovements 'T 12/20/2012 'Q 12/20/2012 32t49 12/20/2012 3 Wexible Base r'ewse^ 12/20/2012 24449 Lime Tr-e to aw Courses 12/20/2012 3244--3-3. rom & Tr-eAe u.,so Gour-ses 12/20/2012 324447 Liquid T-r-eated Soil 08/21 /2015 3''�0 12/20/2012 3''�3 12/20/2012 �''�3 Conefete Paying 12/20/2012 20 06/05/2018 3 12/20/2012 3''�0 12/20/2012 324443 10/05/2016 3 '�3 Pavement Mafkings, 11/22/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 3''�5 11/04/2013 Z7�3 r +aif Fences and n 4o^ 12/20/2012 32-34-2-6 Wife Fenees �� 12/20/2012 32-34-29 Wood Fences ^„a r ^*^^ 12/20/2012 24 06/05/2018 3''�9 Topsoil Plaeemefit and Finishing of Pafkways 12/20/2012 323 12/20/2012 3243-43 Tfees and Shfu s- 12/20/2012 Division 33 - Utilities 20 12/20/2012 33-� 03/03/2016 30 12/20/2012 3 23-0440 12/20/2012 ZZ�T r,...,.esior !'',,..,r,.,.l Test e+^+;, fis 12/20/2012 3 23-04-zi 12/20/2012 34 -04-38 07/01 /2011 34-04-40 02/06/2013 323-04-50 12/20/2012 3--0� TO 12/12/2016 34-05-4-3 12/20/2012 34-05-4-3 01/22/2016 33-05-0,40 01/22/2016 A �.. M �iets, �7 �s� Othervtmetwes t6 33-04 elo^ and e 12/20/2012 33-05 1-6 Gene -ete Wale, v^„1+^ 12/20/2012 34-0-5--P Genet-ete Ce ^"^ 12/20/2012 323-05-M 12/20/2012 334)5-24 'T• pmel r ifie 4ete 12/20/2012 33-05-2-2 Steel Casing Pipe 12/20/2012 23_ i3 Hand Tomeling 12/20/2012 3 24-05-i4 06/ 19/2013 3 23-05-io 12/20/2012 3 23-05-30 Leeation of Existing Ut4itie& 12/20/2012 34-W-05 Belts, NtAs and Gaskets- 12/20/2012 34-3340 12/20/2012 334444 12/20/2012 33-14-1-2 11/ 16/2018 32�3 12/20/2012 344 -44 12/20/2012 3 4-2--0 Water Senviee i e to 2 ; el 02/14/2017 -2� 'ter 12/20/2012 33_p_� Resilient Sea4ed Ga4ey^1.,^ 12/20/2012 24 12/20/2012 3 2�5 02/06/2013 3342-38 12/20/2012 33 40 01/03/2014 3 _p' 12/20/2012 3342-69 Standard Blow eff Valve Assembly 06/ 19/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 323-344-2 12/20/2012 33-34-4-3 12/20/2012 33-34 -.5 12/20/2012 30 06/ 19/2013 3 3 3 2 i 12/20/2012 Xpe 3 2�i 12/20/2012 34-34-2-3 12/20/2012 34-34-58 04/26/2013 3 2�0 12/20/2012 Z2�v Cast if Dlae r„m r-ete TR., fthel12/20/2012 33-3-9-�9 n.eeast G ne fete Manholes 12/20/2012 33-39-38 12/20/2012 3 23-39-40 12/20/2012 3 2�0 12/20/2012 3 23-4440 07/01/2011 33-44-4-1 12/20/2012 3-44-4i 11/ 13/2015 3-4 H A8 12/20/2012 33-46-4 07/01/2011 3-46-0i Tr-ene Dr-ai ^ 07/01/2011 34-49 40 Cast i Dlaee Manholes and runetio Boxes 12/20/2012 34-4 9 12/20/2012 33-49-40 St,....., Dr-ai age Headwalls and Wing11 07/01/2011 Division 34 - Transportation 3441 10 Traffic Signals 10/12/2015 3^ ^�04 Att-aelment A Centreller gabiae4 12/18/2015 34^oz 02/2012 3 ^�03 At4aehmeat G Seftwafe SpeeifieeAien 01/2012 344444 11/22/2013 344444 12/20/2012 34 44 11/22/2013 2444 -6 PedestFian 14ybFid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 3 ^poi 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 344no 11/12/2013 2 ^4-44--50 02/26/2016 34-74-43 T r-af e Ceatre 11/22/2013 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix GC-4.02 Subsurface and Physical Conditions GG 4.06 14az -det s Eiw .,.nmen4a Condition at Site GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 Docusign Envelope ID: 0727FA7B-FD29-4F1B-BA5E-712CA34B3EBF SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 1 of 1 PA5A Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No.I Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT V: STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80 (T) 3441.1408 NO 6 Insulated Elec Condr 3441.1405 NO 2 Insulated Elec Condr 3441.1501 Furnish/Install Ground Box Type B 26 05 33 LF 11,125 $27.00 $300 375.00 2 3441 10 LF 4,264 $3.00 $12 792.00 3 3441 10 LF 7,377 $6.20 $45 737.40 4 3441 10 EA 64 $1,365.00 $87 360.00 5 3441.1733 Rdwy Illum Foundation TY 11 34 41 20 EA 31 $1,620.00 $50 220.00 6 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket Metered Pedestal 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 3 $10,750.00 $32 250.00 7 34 41 20 EA 39 $1,830.00 $71,370.00 8 9999.0010 Furnish/Install Walsh Ranch 30ft Double -Mast Street Light Pole & LED Fixture 9999.0011 Furnish/Install Walsh Ranch 30ft Single -Mast Street Liqht Pole & LED Fixture 9999.0012 Furnish/Install Walsh Ranch 14ft Street Light Pole & LED Fixture 00 00 00 EA 3 $26 880.00 $80 640.00 9 00 00 00 EA 36 $22 350.00 $804 600.00 10 00 00 00 EA 31 $5,930.00 $183,830.00 11 9999.0003 2" CONDT PVC SCH 80 (BR) 26 05 33 LF 195 $27.00 $5 265.00 12 13 14 15 16 17 18 19 20 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $1,674,439.40 Bid Summary UNIT V: STREET LIGHTING IMPROVEMENTS $1,674,439.40 Total Construction Bidl $1,674,439.40 This Bid is submitted by the entity named below: BIDDER: Mario Sinacola & Sons Excavating, Inc. 10950 Research Road Frisco, Texas 75033 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Harlan t musigne-d by: jw_s TITLE: 3 FF6E45BF6072497... DATE:12/18/2024 Z 4 0 working days after the date when the END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 WR-5A_00 42 43_Bid Proposal_ DAP_ Street Lighting_2024-10-24 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete major work type 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 Streetlights Bean Electrical Inc. 03/24/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. BY. arlan 10920 Research Road Frisco, TX 75033 TITLE: Vice President DATE: January 30, 2C END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS City Project No. 105436 Form Version September 1, 2015 004526- I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pace I of I 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. 105436. 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 CONTRACTOR. 9 Mario Sinacola & Sons Excavating, Inc. By: 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 Company 10950 Research Road Address Frisco. TX 75033 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Sig Tith (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Harlan Jones . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Mario Sinacola & Sons Excavating, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 22nd day of Janua , 2024. Y pU0 µEREDITH R HELsan Notary Public in and for the State of Texas n Notary 1D #129927329 "w My Commission Expires opt` August 20, 2026 FWI 1XII &O.R01-143Z CITY OF FOKr wURT" STANDARD CONSTRUCTION SPECIFICP lON DOCUMENTS Rev i sed Apri 12, 2014 Walsh Ranh — Quail Valley — Planning Area 5A— (PA5A) City Project No. 105436 Docusign Envelope ID: DFF58C4C-3546-473C-A2D3-3EBEBA5DA966 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 11 /18/2024 is made by and between the Developer, 4 Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer"), and Mario 5 Sinacola & Sons Excavating, inc., authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Walsh Ranch — Quail Valley — Planning Area SA — (PA5A) 16 City Project No. 105436 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Five Thousand Dollars ($5,000.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: DFF58C4C-3546-473C-A2D3-3EBEBA5DA966 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of One Million, Six Hundred Seventy -Four Thousand, 40 Four Hundred Thirty -Nine Dollars and Fortes ($1,674,439.40). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment or, 62 if not attached, as incorporated by reference and described in the Table of Contents 63 of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: DFF58C4C-3546-473C-A2D3-3EBEBA5DA966 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by any act, omission or negligence of the city. 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 97 the Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. ill This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 Docusign Envelope ID: DFF58C4C-3546-473C-A2D3-3EBEBA5DA966 005243-4 Developer Awarded Project Agreement Page 4 of 4 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement, if other than duly 116 authorized signatory of the Contractor. 117 118 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 119 counterparts. 120 121 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 122 Contractor: Developer: Mario Sinacola & Sons Excavating, Inc. Quail Valley Devco V, LLC 123 124 �Yecv�igned bY: B�� 3FBE458F6072497... (Signature) Harlan Jones (Printed Name) Title: Vice President Company Name: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road City/State/Zip: Frisco, TX 75033 `fiNE:WOZ"1! Date _CLccuftned 6p: �,& wrtwv 9308FEB19299428..- (Signature) Seth Carpenter (Printed Name) Title: VP of Development Company Name: Quail Valley Devco V, LLC Address: 400 S. Record Street, Suite 1200 City/State/Zip: Dallas, TX 75202 11 /18/2024 Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised June 16, 2016 ® A� Ro CERTIFICATE OF LIABILITY INSURANCE FATE (MM/DDIYYYY) 2/2s/2o266 2025 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). PRODUCERCompanies, LOCkt0I1 Cori p. dnteS, LLC CONTACT NAME: _ ---- --- - ---- -- - --- --- DBA Lockton Insurance Brokers, LLC in CA PHONE FAx C.AC No: CA license #OF15767 E-MAIL 2100 Ross Ave., Ste. 1400 ADDRESS: Dallas TX 75201 INSURER(S) AFFORDING COVERAGE NAIC # - -- - ----- --- - - - --- -- -- - -- (� INSURER A Safety National Casualty Corporation 15105 INSURED MARIO SINACOLA & SONS EXCAVATING, INC. INSURER e : _ Great_ American hisuce Com 16691 --- -ran -- - Pan y -- -_ - 1397399 10950 RESEARCH ROAD INSURER C : INSURER D Frisco TX 75033 USA INSURER E : ._ INSURER F : ir!nVFRAr;FR CERTIFICATE NUMBER: 114RI466 REVISION NUMBER: XXXXXXX 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' _----- POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS---- A X COMMERCIAL GENERAL LIABILITY Y Y GL 6676705 2/28/2025 2/28/2026 EACH OCCURRENCE , $ 2,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED -PRE MISES(Eaoccurrence) _$ 100,000 -- MED EXP (Any one person) $ 5,000 - -- ---.... ----- ---- 'PERSONAL &ADVINJURY _$ 2,000,000 ---.. _..... ----- _----------- ---- ------------ - GEN'L AGGREGATE LIMIT APPLIES PER _ GENERAL AGGREGATE ! $ 4,000,000PRO POLICY X JECT- _ LOC PRODUCTS - COMP/OP AGG $ 4,000.000 - $ OTHER: A AUTOMOBILE LIABILITY Y Y CA 6676704 2/28/2025 -. 2/28/2026 COMBINED SINGLE LIMIT (-Ea accidentL _----- ,----_ ------ ----$ 2A 0,000_--- X, ANY AUTO BODILY INJURY (Per person) $ XXXXXXX_ _ OWNED SCHEDULED BODILY INJURY (Per accident) $ accXXXXXXX-- AUTOS ONLY AUTOS HIRED NON -OWNED _ _ PROPERTY DAMAGE XXXXXXX $ AUTOS ONLY AUTOS ONLY - ' $ XXXXXXX B X UMBRELLA LIAB }�' OCCUR Y Y TUU 4256023 11 : 2/28/2025 2/28/2026 EACH OCCURRENCE „$ 10,000,000_ _ EXCESS LIAR CLAIMS -MADE I AGGREGATE ! ,$ 10,000,00() DED RETENTION $ ! $ XXXXXXX 1 WORKERS COMPENSATION A I! � Y LDC4068680 2/28/2025 2/28/2026 _ 'Y :. STATUTE ________ER PER OH AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNERiEXECUTIVE E.L. EACH___ACCIDEN_T_ ( 0001000 N / A' OFFICER/MEMBER EXCLUDED?FN1 (Mandatory in NH) _ _ --- '.. E.L. DISEASE - EA EMPLOYEE': $ _1 ,000.000_ It yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 1,000.000 DESCRIPTION OF OPERATIONS / LOCATIONS ; VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Project Number: 105436: Project Name: Walsh Ranch - Quail Valley - Planning Area 5A - (PA5A) Street Lights. Fort Worth, Texas. CPN 105436. Sinacola Job Number 24019. The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non contributory basis. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. !`CQT1Cfr`ATF wnf nGR CANCELLATION See Attachments SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 21481466 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth 100 Fort Worth Trail Fort Worth TX 761.02 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserves. The ACORD name and logo are registered marks of ACORD Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21481466 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 — 2/28/2026 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Paae 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 211481466 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the II A. Section 11 — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 211481466 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 21481466 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) I Location And Description Of Completed Operations Any person or organization as required All of your projects by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21481466 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. I Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 11 The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21481466 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21481466 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organ ization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 211481466 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule if not shown above will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21481466 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following. - COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/ 2 8/ 2 0 2 5 Policy No. CA 6 6 7 6 7 0 4 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21481466 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 21481466 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/ 2 8/ 2 0 2 5 Policy No. LDC 4 0 6 8 6 8 0 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) © 1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21481466 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy NO.LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 AttaclwORKLiks @OUAgtOH)ANbVWLQDV!fRS4-11RBaLf 4WSURANCE POLICY WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. () Specific Waiver (X) Blanket Waiver Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the loss. 2. Operations: 3. Premium: $ The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B (06 14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. l ® DATE (MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 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). CONTACT PRODUCERCompanies, - --- - LOCktOtl COtll p• drileS, LLC NAME:,.,_ DBA Lockton Insurance Brokers, LLC in CA PHONE FAX tA,C(AC, C No: CA license #OF15767 E-MAIL 2100 Ross Ave., Ste. 1400 ADDRESS: Dallas TX 75201 INSURER(S) AFFORDING COVERAGE NAIC # (2 14)- 7? 563_ __ _ INSURER A Safety National Casualty Corporation 15105 INSURED MARIO SINACOLA & SONS EXCAVATING. INC. INsuRER B : Am erican merican Insurance -Company 16691 1397399 10950 RESEARCH ROAD INSURER C : Frisco TX 75033 USA INSURER D : INSURER E : r1f%WC0Af_CC r CQTICIf`ATC IJI IMRCG- 71 A41 4•71 RFVIRIt7N NIIMRFR XXXyXXX 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.-- ---_-- "- POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DDIYYYY �- LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL 6676705 2/28/2025 2/28/2026 ',, EACH OCCURRENCE -,$ 2,000,000 _ CLAIMS -MADE X_ OCCUR DAMAGETORENTED PREMIS_ES (Ea occurrence) _ ;_$ 100,000 _ _' MED EXP (Any one person) $ 5,000 -- _- - -- PERSONAL & ADV INJURY $ 2,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X JECT O LOC PRODUCTS - COMP/OP AGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y y CA 6676704 2/28/2025 2/28/1-026 I �O aec deD�1 INGLE LIMIT - _ $ -- X ANY AUTO _ BODILY INJURY (Per person) $ XXXXXXX_ -_-_- OWNED SCHEDULED BODILY INJURY (Per accident) _ $ XXXXXXX AUTOS ONLY AUTOS HIRED NON -OWNED PROPERTY DAMAGE $ XXXXXXX AUTOS ONLY AUTOS ONLY _ pPer accident) -__ __----. --` $ XXXXXXX B X UMBRELLA LIAB X OOCCURMADE Y Y TUU 42J6023 11 2/28/2025 2/28/2026 - EACH OCCURRENCE 10,000,000 _ EXCESS LIAB 1 -_ $ 00,000 DED RETENTION$ $ XXXXXXX WORKERS COMPENSATION y A LDC4069680 2/28/2025 2/28/2026 PER X '.. STATUTE--- EORH _ _ _;---- -- AND EMPLOYERS' LIABILITY Y i N ANY PROPRIETOR/PARTNER/EXECUTIVE E L EA_C_ H ACCI_D__E__N___T_ r$ 1 000,000 OFFICER/MEMBER EXCLUDED? N I 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 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Project Number: 105436: Project Name: Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) Street Lights, Fort Worth, Texas. CPN 105436. Sinacola Job Number 24019. The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non contributory basis. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. f`CQTICIf`ATC unl nCQ CAMrF:l 1 ATICIN qop Attnohmr>ntc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 21481471 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Quail Valley Devco V, LLC 400 S Record Street AUTHORIZED REPRESENTATIVE_ Dallas TX 75202 O 19BU-ZU15 AGUHU GUHNUHA I IUN. All rlgniS reservea. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21481471 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 — 2/28/2026 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Paae 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21481471 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the II A. Section 11— Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21481471 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 21481471 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanizationisl Location And Description Of Completed Operations Any person or organization as required All of your projects by written contract or agreement that is executed prior to the loss. I Information required to complete this Schedule, if not shown above, will be shown in the II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: 13512366 Master ID: 1397399, Certificate ID: 21481471 POLICY NUMBER: GL 6676'705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 11 The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21481471 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20011219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21481471 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 21481471 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule if not shown above will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident' and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. CA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master [D: 1397399, Certificate ID: 21481471 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/ 2 8/ 2 0 2 5 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21481471 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 21481471 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy NO. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) © 1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D63.5394 Master ID: 1397399, Certificate ID: 21481471 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy NO.LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium$ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 AttaclwoRKLWs OM AgtON)ANbVWL(brli RS(LIRB$LIWAI5URANCE POLICY WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. ( ) Specific Waiver (X) Blanket Waiver Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the loss. 2. Operations: 3. Premium: $ The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B (06 14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Bond #108145223 0062I3-I PERFORMANCE BOND Page 1 of 2 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, Mario Sinacola & Sons Excavating;, Inc., known as "Principal' herein and 8 Travelers Casualty and Surety Company of America 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, Quail Valley Devco V, LLC, authorized to do 11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, One Million, Six Hundred Seventy -Four Thousand, Four Hundred 13 Thirty -Nine Dollars and Forty Cents ($1,674,439.40), lawful money of the United States, to be 14 paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, 16 executors, 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 CFA24-0107; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 18th day of November , 2024, 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 Walsh Ranch — Quail Valley — Planning 25 Area 5A — (PA5A). 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 Walsh Ranch — Quail Valley— Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 006213-2 PERFORMANCE BOND Page 2 of 2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 22nd day of January , 2o25 . AT T (Principal) Secretary Joseph Sinacola Witness as to Principal Stephen Scott, V.P. PRINC Mario S n cola Sonsdcavatinp,.Inc. I BY: ignature Harlan Jones Vice resident Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: 7W t ggnature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 w Witness to Surety 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 dale of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Walsh Ranch— Quail Valley— Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 Bond #108145223 0062 14- 1 PAYMENT BOND Page 1 of 2 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, Mario Sinacola & Sons Excavating, Inc. , known as "Principal" herein, and 8 Travelers Casualty and Surety Company of America , 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, Quail 11 Valley Devco V, LLC, 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, Six Hundred 13 Seventy -Four Thousand, Four Hundred Thirty -Nine Dollars and Forty Cents ($1,674,439.40), 14 lawful honey of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 15 payment of which sum well and truly be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 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 CFA24-0107; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 18th day of November , 20 24 , 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 Walsh Ranch — Quail Valley — Planning 26 Area 5A — (PA5A). 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. 32 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 33 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 34 accordance with the provisions of said statute. CITY OF FORT WORTH Walsh Ranch — Quail valley —planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 22nd day of 3 Januar ,2o25 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 IN ATT T: g �� @ 0 (Principal) Secretary Joseph Sinacola �6 LV �",6 -(f- Witness as to Principal Stephen Scott, V.P. ATTEST: R �� (Surety) Secretary Witness to Surety PRINCI Ma1•ia S c la Jons Flavating, Inc, BY:Ila Signature Harlan Jones, Vi President _ Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: Gt L17 ignature Sophinie Hunter, Attorney -In -Fact Name and Title Address: one Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 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 steal l not be prior to the date the Contract is awarded, 39 END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PASA) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No, 105436 Revised January 31, 2012 Bond #108145223 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0062 19- 1 MAINTENANCE BOND Page I of 3 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Mario Sinacola & Sons Excavating, Inc. , known as "Principal" herein and Travelers Casualty and Surety Company of America a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of One Million, Six Hundred Seventy -Four Thousand, Four Hundred Thirty - Nine Dollars and Forty Cents ($1,674,439.40), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 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 CFA24-0107; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 18th day of November , 2024 , which Contract is 22 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 23 materials, equipment labor and other accessories as defined by law, in the prosecution of the 24 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 25 the "Work") as provided for in said Contract and designated as Walsh Ranch — Quail Valley — 26 Planning Area 5A — (PA5A); and 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the Developer and/or City of the need thereof at any time within the 33 Maintenance Period. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by Developer or City, to a 3 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 4 remain in full force and effect. 5 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 6 noticed defective Work, it is agreed that the Developer or City may cause any and all such 7 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 8 by the Principal and the Surety under this Maintenance Bond; and 9 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 10 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 11 Worth Division; and 12 PROVIDED FURTHER, that this obligation shall be continuous in nature and 13 successive recoveries may be had hereon for successive breaches. 14 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 2 0 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 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 22nd day of January , 20 25 ATTE (Principal) Secretary JosepAS* acoIa 611 Witness as to Principal Stephen Scott, V.P. ATTEST: n (Surety) Secretary Witness to Surety PRINCIPA Name and Title Address: I0950 Research Road Frisco TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: <J�u - Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 33 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 34 from the by-laws showing that this person has authority to sign such obligation. If 35 Surety's physical address is different from its mailing address, both must be provided. 36 37 The date of the bond shall not be prior to the date the Contract is awarded. 38 CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area 5A— (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised January 31, 2012 Travelers Casualty and Surety Company of America Aftk Travelers Casualty and Surety Company TRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DALLAS , Texas , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. State of Connecticut City of Hartford ss. By: Robert L. Raney, enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal.`;% i Rtr`fAAY My Commission expires the 30th day of June, 2026 ; `j Anna P. Nowik, Notary Public �'•wpV,ktri ��e* This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this day of Kevin E. Hughes, Assstant Secretary To verify the authenticity of this Power of AttorneyPlease call us at 1-800-421-3880. Please refer to the above -named Attorney(s)-in-Fact and the details of the bond to which this Powerof A ttorney is attached, TRAVELERS TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty and Surety Company of America , for information or to make a complaint at: Travelers Bond Attn: Claims One Tower Square, S 102A Hartford, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology...........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 —Preliminary Matters.........................................................................................................................6 2.01 Before Starting Construction......................................................................................................... 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards......................................................................................................................6 3.02 Amending and Supplementing Contract Documents................................................................... 6 Article 4 — Bonds and Insurance........................................................................................................................ 7 4.01 Licensed Sureties and Insurers...................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds......................................................................... 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities.........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16 5.07 Concerning Subcontractors, Suppliers, and Others....................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas........................................................................................................19 5.12 Record Documents...................................................................................................................... 20 5.13 Safety and Protection..................................................................................................................21 5.14 Safety Representative..................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services...............................................................................24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site................................................................................................................... 26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities.................................................................................................................. 26 7.01 Inspections, Tests, and Approvals................................................................................................... 26 7.02 Limitations on City's Responsibilities........................................................................................26 7.03 Compliance with Safety Program............................................................................................... 27 Article 8 - City's Observation Status During Construction............................................................................27 8.01 City's Project Representative......................................................................................................27 8.02 Authorized Variations in Work...................................................................................................27 8.03 Rejecting Defective Work...................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work..................................................................................................................... 28 9.01 Authorized Changes in the Work................................................................................................28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................. 28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance ofDefective Work.......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections..................................................................................................................29 11.04 Uncovering Work.................................................................................................................. 30 11.05 City May Stop the Work............................................................................................................. 30 11.06 Correction or Removal of Defective Work............................................................................ 30 ll.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title.................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article13 - Suspension of Work..................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................. 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH Walsh Ranch - Quail Valley - Planning Area 5A - (PA5A) STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 notContract Documents. 10. Contractor —The individual or entity with whom Developer has entered into theAgreement. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 theAgreement. 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 theAgreement. 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 theProject. 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 bejudged. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at theSite. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 ContractDocuments. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 followingways: 1. A Field Order; CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 and4.02.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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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. S. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 party 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. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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. 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 eachoccurrence 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 andnon-owned. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 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: 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 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. 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 b. Each Occurrence: 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 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 repairwork 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 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 byparticipating 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 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 ofsubstituted 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 5.05.13. 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. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. E( 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. V 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 llth 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 shallbe 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 ofpatent 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 OtherAreas: 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 theDamage 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 endangerit. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 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 ContractDocuments. 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 Paragraph5.16.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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 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. 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 causedby: 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 finalpayment; 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 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 ofactions. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Cityfunds 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 maybe 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 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 anticipatedproject. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 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 anegative result and require a retest. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the otherparty. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 105436 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES f 1 Due] I [1]01111PAS1I11 48)M30111L81 0M a9:ToZe1a) ill 0If"I PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1W Page 4 of 4 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 Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Rejected Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING �11 xyl 1113011I[C1RU 19;7 1161►iu i Q Q f 0 191 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements \►1III 7\'/uIWN89t, I0101111%'9M A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-2 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO 7I 71 IffQei 04001 ty.1 I 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 �1 01401 [130111i [chilli; 113.111 is)1UIIaK"IMI PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work L Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under I 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It maybe 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 (USAGE) 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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] 12 13 1 of'IZI) auli 814111[$]01 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A—(PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 0) 3 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. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised August 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Pagel of 2 fy 0(si I [1301111r, &**j [eV:1►1031►6119000to] �&3a]:I`jto) 961 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements ai3F.1 137M'/u1Bich a9`00]0M11]7M A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 fy 0(si I 1130111MI&V PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 13 -1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 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. 1.5 SUBMITTALS Submit in accordance with Section 01 33 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] I Biel1X17 W3 X4011130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: ht s://apes.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 �11 xe] 1113011ifLTIII] PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control ofpremises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Pagel of 4 �11 x.] 1113011jrL1z1la luce):11Mro.,,,%I16Mr:1.1.7;11luc61.01in11F.111I Mei PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PASA) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] INO1XIIw1iBlom II[130 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 7 1 SECTION 017123 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. See Changes (Highlighted in Yellow). 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A.Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 38 1.3 REFERENCES 39 A.Definitions CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 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 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 24 (qualifications based selection) for this project. 25 1.5 SUBMITTALS 26 A.Submittals, if required, shall be in accordance with Section 0133 00. 27 B. All submittals shall be received and reviewed by the City prior to delivery of work. 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 29 A.Field Quality Control Submittals 30 1. Documentation verifying accuracy of field engineering work, including coordinate 31 conversions if plans do not indicate grid or ground coordinates. 32 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 33 71 23.16.01 — Attachment A — Survey Staking Standards). 34 35 1.7 CLOSEOUT SUBMITTALS 36 B. As -built Redline Drawing Submittal 37 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 38 constructed improvements signed and sealed by Registered Professional Land Surveyor 39 (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking 40 Standards) . CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one 2 (1) week prior to scheduling the project final inspection for City review and comment. 3 Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to 4 the City prior to scheduling the construction final inspection. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Construction Staking 8 1. Construction staking will be performed by the Contractor. 9 2. Coordination 10 a. Contact City and Developer's Project Representative at least one week in advance 11 notifying the City of when Construction Staking is scheduled. 12 b. It is the Contractor's responsibility to coordinate staking such that construction 13 activities are not delayed or negatively impacted. 14 3. General 15 a. Contractor is responsible for preserving and maintaining stakes. If City surveyors or 16 Developer's Project Representative are required to re -stake for any reason, the 17 Contractor will be responsible for costs to perform staking. If in the opinion of the 18 City, a sufficient number of stakes or markings have been lost, destroyed disturbed or 19 omitted that the contracted Work cannot take place then the Contractor will be required 20 to stake or re -stake the deficient areas. 21 B. Construction Survey 22 1. Construction Survey will be performed by the Contractor. 23 2. Coordination 24 a. Contractor to verify that horizontal and vertical control data established in the design 25 survey and required for construction survey is available and in place. 26 3. General 27 a. Construction survey will be performed in order to construct the work shown on the 28 Construction Drawings and specified in the Contract Documents. 29 b. For construction methods other than open cut, the Contractor shall perform 30 construction survey and verify control data including, but not limited to, the following: 31 1) Verification that established benchmarks and control are accurate. 32 2) Use of Benchmarks to furnish and maintain all reference lines and grades for 33 tunneling. 34 3) Use of line and grades to establish the location of the pipe. 35 4) Submit to the City copies of field notes used to establish all lines and grades, if 36 requested, and allow the City to check guidance system setup prior to beginning each 37 tunneling drive. 38 5) Provide access for the City, if requested, to verify the guidance system and the line 39 and grade of the carrier pipe. 40 6) The Contractor remains fully responsible for the accuracy of the work and 41 correction of it, as required. 42 7) Monitor line and grade continuously during construction. 43 8) Record deviation with respect to design line and grade once at each pipe joint and 44 submit daily records to the City. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 2 05 23 and/or 33 05 24), immediately notify the City and correct the installation in 3 accordance with the Contract Documents. 4 C. As -Built Survey 5 1. Required As -Built Survey will be performed by the Contractor. 6 2. Coordination 7 a. Contractor is to coordinate with City to confirm which features require as -built 8 surveying. 9 b. It is the Contractor's responsibility to coordinate the as -built survey and required 10 measurements for items that are to be buried such that construction activities are not 11 delayed or negatively impacted. 12 c. For sewer mains and water mains 12" and under in diameter, it is acceptable to 13 physically measure depth and mark the location during the progress of construction and 14 take as -built survey after the facility has been buried. The Contractor is responsible for 15 the quality control needed to ensure accuracy. 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 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i)Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 3) Sanitary Sewer 2 a) Cleanouts 3 (1) Rim and flowline elevations and coordinates for each 4 b) Manholes and Junction Structures 5 (1) Rim and flowline elevations and coordinates for each manhole 6 and junction structure. 7 4) Stormwater — Not Applicable 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY 11 PART 2 - PRODUCTS 12 A.A construction survey will produce, but will not be limited to: 13 1. Recovery of relevant control points, points of curvature and points of intersection. 14 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently 15 permanent and located in a manner to be used throughout construction. 16 3. The location of planned facilities, easements and improvements. 17 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, 18 utilities, streets, highways, tunnels, and other construction. 19 b. A record of revisions or corrections noted in an orderly manner for reference. 20 c. A drawing, when required by the client, indicating the horizontal and vertical location 21 of facilities, easements and improvements, as built. 22 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 23 construction staking projects. These cut sheets shall be on the standard city template which 24 can be obtained from the Survey Superintendent (817-392-7925). 25 5. Digital survey files in the following formats shall be acceptable: 26 a. AutoCAD (.dwg) 27 b. ESRI Shapefile (.shp) 28 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard 29 templates, if available) 30 6. Survey files shall include vertical and horizontal data tied to original project control and 31 benchmarks, and shall include feature descriptions 32 PART 3 - EXECUTION 33 3.1 INSTALLERS 34 A.Tolerances: 35 1. The staked location of any improvement or facility should be as accurate as practical and 36 necessary. The degree of precision required is dependent on many factors all of which must 37 remain judgmental. The tolerances listed hereafter are based on generalities and, under 38 certain circumstances, shall yield to specific requirements. The surveyor shall assess any 39 situation by review of the overall plans and through consultation with responsible parties as 40 to the need for specific tolerances. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWAxur.0 muitc: t s City Project No. 105436 Revised April 7, 2014 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 2 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. 3 tolerance. 4 b. 5 C. 6 7 8 9 10 11 12 13 14 15 16 17 rol e. Horizontal alignment on a structure shall be within .0.1ft tolerance. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. 18 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 19 specifications or in compliance to standards. The City reserves the right to request a calibration 20 report at any time and recommends regular maintenance schedule be performed by a certified 21 technician every 6 months. 22 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the 23 closures and tolerances expressed in Part 3.1.A. 24 2. Vertical locations shall be established from a pre -established benchmark and checked by 25 closing to a different bench mark on the same datum. 26 3. Construction survey field work shall correspond to the client's plans. Irregularities or 27 conflicts found shall be reported promptly to the City. 28 4. Revisions, corrections and other pertinent data shall be logged for future reference. 29 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 APPLICATION 33 3.5 REPAIR / RESTORATION 34 A.If the Contractor's work damages or destroys one or more of the control monuments/points set by 35 the City or Developer's Project Representative, the monuments shall be adequately referenced for 36 expedient restoration. 37 1. Notify City or Developer's Project Representative if any control data needs to be restored or 38 replaced due to damage caused during construction operations. 39 a. Contractor shall perform replacements and/or restorations. 40 b. The City or Developer's Project Representative may require at any time a survey 41 "Field Check" of any monument or benchmarks that are set be verified by the City 42 surveyors or Developer's Project Representative before further associated work can 43 move forward. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City or 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B.Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 01 74 23 -1 DAP CLEANING Pagel of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 0177 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] L7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 0177 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area 5A — (PA5A) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105436 Revised April 7, 2014 Appendix GC-4.02 Subsurface and Physical Conditions /11", R E E N G E E R I N G FST: 1972 GEOTECHNICAL ENGINEERING REPORT WALSH RANCH PA5 SOUTHWEST OF THE WALSH RANCH COMMUNITY AND 1-20 FORT WORTH, TEXAS Prepared For: Quail Valley Land Company, LLC 400 South Record Street, Suite 1200 Dallas, Texas 75202 Attn: Ms. Akiko Shimizu December 2022 PROJECT NO. 22-26749 www.roneengineers.com tFF N G)NE F R i N G December 2, 2022 Ms. Akiko Shimizu Quail Valley Land Company, LLC 400 South Record Street, Suite 1200 Dallas, Texas 75202 Re: Geotechnical Engineering Report Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Fort Worth, Texas Rone Report No. 22-26749 Dear Ms. Shimizu: GEOTECHNICAL ENGINEERING EARTHWORKS CONTROL ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering Report for the referenced project. The geotechnical services performed for this study were carried out in general accordance with Rone Proposal No. P-33429, July 11, 2022. This report presents engineering analyses and recommendations for site grading, foundations, and pavements with respect to known project and site characteristics. Detailed results of our field exploration and laboratory testing are provided in the appendix of the report. We appreciate the opportunity to be of service to you on this project. We look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the final design and construction phases. Please contact us if you have any questions or if we can be of further assistance. Respectfully submitted, Sonja D. Williams, P.E., P. tsza� E. �.,..::5. 2022 Mark D. Gra , Professional Engineer `` �`°�� -E"'' 1202 Partner Texas Engineering Firm License No. F-1572 DALLAS I FORT WORTH I AUSTIN I SAN ANTONIO I HOUSTON I KANSAS CITY 8908 AMBASSADOR Row I DALLAS, TExAs 75247 1 TEL: 214.630.9745 Page 1 PROJECT INFORMATION..................................................................................................... 1 2 PURPOSES AND SCOPE OF STUDY................................................................................... 1 3 FIELD INVESTIGATION AND LABORATORY TESTING ...................................................... 2 4 GENERAL SITE CONDITIONS.............................................................................................. 3 4.1 Subsurface Soil Conditions.............................................................................................. 4 4.2 Groundwater.................................................................................................................... 6 4.3 Soluble Sulfates............................................................................................................... 7 5 ANALYSIS OF SUBGRADE SOILS....................................................................................... 7 5.1 Geotechnical Analysis...................................................................................................... 7 5.2 Volume Change Potential of Subsurface.......................................................................... 9 5.3 Seismic Site Class......................................................................................................... 10 6 FOUNDATION SYSTEM RECOMMENDATIONS................................................................. 11 6.1 Ground Modification and Subgrade Treatment............................................................... 12 6.2 Excavation Safety Considerations.................................................................................. 12 6.3 Foundation Structures.................................................................................................... 12 7 SITE PREPARATION FOR CONSTRUCTION..................................................................... 13 7.1 General.......................................................................................................................... 13 7.2 Excavations.................................................................................................................... 13 8 CONSTRUCTION OF SUBGRADE FILLS........................................................................... 14 8.1 Subgrade Preparation.................................................................................................... 15 8.2 Construction of Subgrade Fills....................................................................................... 15 8.2.1 Project Fills...............................................................................................................16 8.2.2 Fill Material Requirements........................................................................................16 8.3 Fill Construction Specifications....................................................................................... 17 8.3.1 Recompaction of Existing Subgrade and Grade Raise Fil.........................................17 8.3.2 Utility Trench Backfill................................................................................................18 8.3.3 General Fills for Site Grading and Drainage.............................................................19 8.3.4 Compaction Specification Summary.........................................................................19 8.4 Quality Control and Field Verification Testing................................................................. 19 8.5 Construction Oversight................................................................................................... 20 9 BUILDING FOUNDATION STRUCTURES........................................................................... 21 9.1 Slab Foundation Design................................................................................................. 21 10 PAVEMENTS...................................................................................................................... 22 10.1 Rigid Pavement Design................................................................................................ 22 10.2 Pavement Base Course............................................................................................... 24 10.3 Pavement Construction and Maintenance Recommendations ...................................... 24 11 SITE COMPLETION AND MAINTENANCE........................................................................ 25 11.1 Site Grading and Drainage........................................................................................... 25 11.2 Landscaping and Irrigation........................................................................................... 25 12 DETENTION / RETENTION POND..................................................................................... 25 13 STUDY CLOSURE............................................................................................................. 26 14 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD ............................................. 27 CHARTS Plata COMPACTION DESIGN — BUILDING AND PAVEMENT SUBGRADE......................................................................la COMPACTION CONTROL —BUILDING AND PAVEMENT SUBGRADE....................................................................1 b COMPACTION DESIGN — UTILITY TRENCH BACKFILL...........................................................................................2a COMPACTION CONTROL — UTILITY TRENCH BACKFILL.......................................................................................2b RECTM COMPACTION DESIGN REPORTS...................................................................................... REC-01 — REC-08 APPENDIX A Plate VICINITYMAP.......................................................................................................................................................... A.1 GEOLOGYMAP........................................................................................................................................................ A.2 BORING LOCATION DIAGRAM............................................................................................................................... A.3 LOGSOF BORING.........................................................................................................................................A.4-A.186 KEY TO CLASSIFICATIONS AND SYMBOLS...................................................................................................... A.187 UNIFIED SOIL CLASSIFICATION SYSTEM........................................................................................................ A.188 SOLUBLE SULFATE TEST RESULTS.................................................................................................................. A.189 SWELLTEST RESULTS....................................................................................................................................... A.190 SWELL PRESSURE TEST RESULTS........................................................................................................A.191-A.193 RESULTS OF SIEVE ANALYSIS.................................................................................................................A.194-A.196 APPENDIX B Page FIELDOPERATIONS................................................................................................................................................ B.1 LABORATORY TESTING.......................................................................................................................................... B.2 LIME STABILIZATION OF COMPACTED CLAYEY SOILS....................................................................................... B.3 APPENDIX C Page IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ...................................... CA R NE GEOTECHNICAL ENGINEERING REPORT 1 PROJECT INFORMATION The planned project is located on approximately 159 acres of land located in the City of Fort Worth Extraterritorial Jurisdiction (ETJ) in Parker County, Texas. A tabular summary of the proposed project is provided below: Table 1: Project Description Item Description The site is located north of Interstate 20 (1-20), east of a gravel drive, southwest of The Location Walsh Ranch Community, and approximately 0.8 miles west of Walsh Rach Parkway in the City of Fort Worth ETJ, Parker County, Texas. Project The project consists of developing a residential community with associated utilities, Description and paved streets. Approximately 412 residential lots are planned on the roughly 159 acre site. An amenity center is not anticipated within this phase. The site is comprised of vacant land covered predominately with native grasses. A few dirt roads are located on the property. An existing detention pond and recreational Existing Site lake are located adjacent northeast of the property. Immediately north and northwest Conditions of the detention pond, surface scarring is observable on the property from Google Earth®. The surface scared area covers approximately 7 acres and appears to be a filled area on the property, possibly from development of earlier phases of the community. Based upon data from dfwmaps.com, the site generally slopes downward to the north- northeast towards the offsite adjacent detention pond, recreational lake and Patterson Topography Branch Creek with surface elevations ranging from approximately 1,010 feet along the south boundary to 900 feet near the filled in area by the offsite detention pond. Grading plans were not available at the time of this report submittal. Hydrogeologic The site is located within the Mary's Creek / Lower Clear Fork Trinity River watershed Setting and is about 5.7 miles southeast of Lake Weatherford. Geology Duck Creek Formation (Kdc), Kiamichi Formation (Kki), and Goodland Limestone (Kgl) Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of this report. Boring locations are shown on the Boring Location Diagram, Plate A.3. 2 PURPOSES AND SCOPE OF STUDY The site investigation was scoped based on the site development plan and design boundaries outlined above. The principal purposes of this study are to evaluate the general subsurface conditions at the project site and to develop geotechnical recommendations for the design and RNE construction of pavements and the subgrades. For these purposes, the study was conducted in the following phases: • Borings were drilled and sampled to evaluate the subsurface conditions at the boring locations and to obtain soil samples. • Laboratory tests were conducted on selected samples recovered from the borings to evaluate the pertinent engineering characteristics of the foundation soils. • Engineering analyses were performed using field and laboratory data to develop foundation and pavement design recommendations. • Onsite soils were evaluated for potential sources of fill materials required for the project. As the Geotechnical Engineer of Record serving this project, we recommend that a Rone engineer provide assistance during the design phase to verify the intent of the geotechnical recommendations has been satisfied. In addition, Rone should be retained to provide oversight during construction to verify full compaction utilizing the advanced engineering tools discussed in this report. 3 FIELD INVESTIGATION AND LABORATORY TESTING Appropriate public sources were contacted to clear selected sample locations of any known buried utilities. The boring locations were generally defined in the field by Rone personnel using site benchmarks, landmarks, maps and aerial photographs of the site. These locations were not accurately located by a registered surveyor. The locations and elevations are for general mapping purposes and are accurate only to the extent implied by the technique used in their determination. One hundred eighty-three (183) borings were completed between August and October 2022 within the Walsh Ranch PA5 area. The final spacing of these borings was completed on an approximate 200-foot grid in accordance with Home Buyer Warranty guidelines. Borings terminated prior 20 feet encountered very hard limestone or drilling refusal just prior to 20 feet, indicating very hard seams and layers of limestone should be anticipated during mass grading of the site. Sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented on the Logs of Boring, Plates A.4 through A.186. Keys to terms and symbols used on the logs are also included in Appendix A. Laboratory tests were performed on selected samples recovered from the borings to confirm visual classification, determine material strata, and estimate in -situ consolidation states and other engineering properties of the materials encountered. Unconfined compression tests and classification test results are presented in the Logs of Boring. In addition, soluble sulfate concentration tests, one-dimensional swell tests, swell pressure tests, and hydrometer sieve analyses were performed on select samples from various depths. Descriptions of the procedures used in the field and laboratory phases of this study are presented in Appendix B. 4 GENERAL SITE CONDITIONS Based on the subsurface conditions encountered at the boring locations and the Geologic Atlas of Texas, Dallas Sheet (published by the Bureau of Economic Geology), the site appears to be located within Duck Creek Formation (Kdc), Kiamichi Formation (Kki), and Goodland Limestone (Kgl). The USGS Mineral Resources On -Line Spatial Data reference contains the following descriptions of these formations: Duck Creek Formation (Kdc) The Duck Creek formation generally consists of highly active residual clay underlain by limestone. Kiamichi Formation (Kki) The Kiamichi formation generally consists of alternating units of clay and limestone with some sandstone. The clays can be moderately to highly active; however, the limestone is generally shallow with respect to the surface. Goodland Limestone (Kgl) The Goodland Limestone is inter -gradational laterally with the Comanche Peak Limestone and differs from it chiefly in that the Goodland Limestone is more coarsely nodular, contains fewer and thinner clay beds, and massive resistant limestone beds are more numerous. This formation is often undivided within the Walnut Clay Formation, which is comprised of clay and limestone about equally abundant. Geologic mapping was originally performed using aerial photography. Local variations and anomalies can occur when using aerial imagery. RNE 4.1 Subsurface Soil Conditions The results of the field and laboratory testing have been used to develop a general subsurface profile of the project site. • Stratum I: predominately consists of dark brown to tan and gray fat clays (CH) and lean clays (CL) with various amounts of sand and gravel. Stratum I begins at the surface and extends to the top of Stratum 11 bedrock or to the maximum boring termination depths. • Stratum II: is predominately comprised of tan and gray limestone and/or gray shale. Some of the upper portions of the tan limestone are weathered. The limestone is present within 2 feet of the surface in approximately 17 percent of the borings. The limestone and shale are below Stratum in the remaining borings at depths ranging from greater than 2 feet to beyond the boring termination depths. Shale bedrock was encountered in conjunction with limestone bedrock in approximately 11 percent of the borings. Shallow weathered limestone layers, that averaged 5 feet in thickness, were present above deeper clays in approximately 8 percent of the borings. Fill that consisted of predominately lean clay (CL) and clayey gravel (GC) was identified in approximately 5 percent of the borings and was present at the surface scarred area north and northwest of the offsite detention pond in B-99 through B-107. Excluding the filled area, a typical subsurface profile for the Walsh Ranch PA5 area is presented in Figure 1 on the following page. The approximate cross section location is shown in Plate A.3 in Appendix A. w N p O Or-- C N T (D (9 0) ap0 Cn Lo d' 0) p Cl) m CA CA 0) CF) a0 000 00 c0 .0 O N C U p T 41 >, .0 CD = O co J J U � � U Q N -O M Go v o N U 5 a> a 0 >, LL J U m �a M ® FH Ed m: n ra m � mRH J J >. O �d >, m m L N m oo U U U) C� U ra p®®LOa m ra LO' ra � m m. M: o CD J oN = co(p .N 6N O a m r alj :pa N W 3 In ' � m U E m . rao � d L N LLCO o U H O CD r6. CV 0 EL N _N m Q m "t 0 > `O LO cp M . N ra m J o � q m to p LC 3 W � ra LO W O m N ra M HI m ma�i v o I.1.1-11 N ch ' M' M m : O W Z :�1 N LO r W N\ CO - m co. M W AOL � m N EL N w m 00 - ma �a M ; o (}00 j) U0112AOJ� RON E Hand penetrometer readings ranged from 1.5 to more than 4.5 tons per square foot (tsf) in the native cohesive soils. The Standard Penetration Test blow counts (SPT N-values) varied from 5 blows per foot (bpf) in clay soils to 100 blows for 3/4 inch in weathered limestone. The Texas Cone Penetrometer blow counts in weathered and unweathered limestone and gray shale ranged from approximately 100 blows for 71/2 inches to 100 blows for less than 11/2 inches. Unconfined Compressive Strength (UCS) tests on select clay soil samples revealed results ranging from 4,600 psf to 41,600 psf. In -situ moisture levels ranged from approximately 24 percent below to 9 percent above their measured plastic limits with most moisture levels indicating dry soil conditions. A summary of predominant properties of the subsurface profile is provided for design analyses in Table 2. Table 2 Generalized Subsurface Profile In Situ Soil Property Full Range Predominant Range Estimated Specific Gravity, Gs 2.66 - 2.69 2.68 Percent Fines (%) 3 - 99 20 - 39 Silt Content (%) 42 - 53 42 - 53 Clay Content 24 - 45 24 - 45 Liquid Limit 23 - 86 37 - 58 Plasticity Index 9 - 67 20 - 39 UCS (psf) 4,600 - 41,600 4,600 - 41,600 Dry Density (pcf) 76 - 132 105 - 121 Swell Pressure (psf) 1,100 - 6,500 1,100 — 6,500 Swell Potential (%) 0 - 14 0 - 10 Moisture Content (%) 1 - 32 11 - 20 Moisture Increase Potential (%) 1 - 23 1 - 18 The Logs of Boring in Appendix A should be reviewed for detailed information at specific boring locations. Variations will occur and should be expected across the site. 4.2 Groundwater The borings were advanced using continuous flight augers. The borings were monitored during and after drilling for the presence of water seepage. At B-172, free water was encountered at 10 feet during drilling and at 18 feet upon completion. The presence of groundwater in B-172 was likely due to this boring's location within about 110 feet of the offsite northeast recreational lake. Groundwater was not observed in the rest of the borings. Borings were open for a short period of time only. I A thorough assessment of the vadose zone or upper groundwater was not conducted, nor did the study include extended monitoring of groundwater levels or perched water conditions. A full hydrogeologic study can be conducted upon request to assess the sources and variation of in - situ moisture levels in the vadose zone water levels beneath the site, and how various site development alternatives could potentially affect groundwater conditions. In general, groundwater levels and moisture content in the vadose zone vary climatically and seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology and proximity to bodies of water. The rate and extent of these variations depend on many variables including subsurface stratigraphy, soil properties, moisture sources, capillary strength, consolidation states, soil structure, thermal cover, surface infiltration and evapotranspiration rates. A limited hydrogeologic assessment of the vadose zone is provided in Section 5.1 Geotechnical Analysis. 4.3 Soluble Sulfates Soluble sulfates are common in this geologic formation. Soluble sulfate levels are generally considered to be high when levels exceed 3,000 parts per million (ppm). Soluble sulfate tests were completed on 10 soil samples, and the results indicate sulfate levels vary from less than 100 parts per million (ppm) to 440 ppm. Based on testing performed on selected samples, soluble sulfate levels at the site were negligible to low. Results of the soluble sulfate test results are presented in Appendix A. 5 ANALYSIS OF SUBGRADE SOILS 5.1 Geotechnical Analysis Subgrade preparation and foundation fill elements are critical components of all foundation systems. Foundation alternatives for the proposed structures have been evaluated based on the following engineering criteria: • Bearing capacity • Settlement potential • Volume change (shrink -swell) potential RON E As characterized, the soils primarily consist of fat and lean clays. In -situ moisture levels ranged from approximately 24 percent below to 9 percent above their measured plastic limits with most moisture levels indicating dry soil conditions. Moisture increase potential appears low to high. The field investigation and analyses of laboratory data reveals that the subject property displays a wide variety of soil and rock conditions, along with rolling terrain. Grading plans were not completed in time to be included in the analyses and conclusions and recommendations for this site. The recommendations provided herein should be reviewed and revised as needed once final grading plans are available. The three soil formations identified across the site result in highly variably depths to limestone and shale bedrock. Ground modifications required to achieve the design Potential Vertical Rise (PVR) will be necessary in areas where deeper clay profiles are present above the bedrock. Free water does not appear to be available in the soil strata unless sporadically present atop the bedrock following prolonged wet periods. The limestone rock is very hard in many areas and should be anticipated during mass grading operations. The rate and extent of volume change is dictated by the rate and extent of shrink -swell cycles caused by wetting and drying. Volume change potential is dictated by moisture change potential, clay mineralogy, clay density, soil structure, hydrogeologic environment, and confinement pressure relative to swelling pressures. Moisture increase potential and soil structure can be modified and controlled; and clay content, hydrogeologic environment and confinement pressure can be managed such that volume change is controlled or managed as necessary for each foundation alternative. These are key factors in the ground modification elements of foundation alternatives when screening for the optimal foundation design. The primary provisions in managing the hydrogeologic environment is long-term preservation and stabilization of subgrade moistures and management of desiccation risk. A limited hydrogeologic assessment of the vadose zone indicates the primary source of subsurface moisture is likely surface water infiltration with periodic perched water atop the underlying limestone and shale layers and storage in clay layers below the near surface soils. A deep groundwater source water source was not identified. Surface water storage at the site is minimal, consisting of ponded areas along drainage paths, and there is little thermal cover at this LLPAGE 18 time. Surface grades for the majority of the site slope downward to the north and northeast, and the underlying bedrock gradient is similar. The average soil moisture profile across the site at the time of sampling is presented graphically as follows. Figure 2: Average Soil Moisture Content with Depth 14 v 12 0 10 MMME 8 ■ 0-2' ■ 24 ■ 4-6' IN 6-8' 5.2 Volume Change Potential of Subsurface ■ 18-20' Direct measurement of soil expansion and the resulting swell pressures under the anticipated stress conditions is the most reliable way to account for the factors that control volume change within natural clay formations and assess swell -shrink conditions within the vadose zone. These analyses indirectly account for clay mineralogy, clay content, clay mix, soil structure, compaction states, and stress states. Measurement of swell pressures allows determination of ground modification requirements for foundation system design. For this study, an assessment of swell potential and swell pressure was conducted on samples recovered from various depths. Swell test results are summarized in Plate A.190 in the Appendix of the report. Three samples were analyzed for swell pressure testing and are presented in the table below: Table 3: Swell Pressure Test Details Depth Load Plasticity Total Moisture (%) Swell Final Swell Boring (feet) (psf) Index Fines F Initial Final Increase Pressure Void ° (/O) (%) (psf) Ratio B-39 9 1125 42 73 16.7 18.7 2.0 2,000 0.52 0.9 B-65 1 7 1 875 36 71 1 17.1 28.1 11 6,500 1 0.62 1 7.4 B-157 1 7 1 875 28 40 1 16.7 19.6 2.9 1 1,100 1 0.57 1 0.2 R ME The swell test results generally indicate low to moderate swell pressures. For design, we estimate a swell potential of up to 7.0 percent, and swell pressures of up to 6,500 psf in the high plasticity fat clays (CH). The PVR is estimated to be on the order of 5 to 7 inches in areas of areas of fat clay, but below 4 inches in other areas where limited by the shallow depth of limestone. For supplemental reference, PVR was estimated in general accordance with the Texas Department of Transportation (TxDOT) Test Method Tex-124-E as an additional means of assessing untreated swell potential. This method is empirical, assumption -based, generalized, and based on the Atterberg limits and a dry soil moisture content. This reference does not account for all factors influencing volume change and swell potential. This procedure was applied for a 12-foot-deep active zone in the natural moisture condition, and the estimated PVR ranged from negligible to as much as 5 inches. Based on the above analyses, the following parameters have been used to evaluate foundation alternatives and design: Table 4: Untreated Subgrade Movement Potential Material Active Zone Depth (feet) Swell Pressure (psf) Untreated Swell Potential (inches) Fat Clay 0 to 12 1,000 to 6,500 5 to 7 5.3 Seismic Site Class The site class for seismic design is based on several factors that include subsurface profile, shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The borings for this project did not extend to a depth of 100 feet; therefore, we assumed the soil or rock conditions below the depth of the borings to be similar to those encountered at the boring termination. Based on Section 1613.2.2 of the 2018 International Building Code and Table 20.3-1 of ASCE 7-16, we recommend using Site Class C (Stiff Soil/Weak Rock) for seismic design. �E . CNG fCplkG 6 FOUNDATION SYSTEM RECOMMENDATIONS Design evaluations have been made for the building foundation systems based on our current understanding of the project and the available subsurface information. Foundation recommendations for the residential structures include a subgrade improvement to depths of 0 to 5 feet. The areas that will require subgrade modification are dependent upon the final grading plans. In order to define the areas to receive subgrade modification, Rone will need to review the grading plans and modify the final report to account for grade modifications. For estimating purposes, we recommend planning on up to 40 percent of the residential lots requiring up to 5 feet of ground improvement. Following subgrade improvement, the proposed residential structures may be supported on shallow foundations bearing within the recompacted subgrade, native soils, or bedrock. A schematic cross-section of the recommended foundation systems is provided in the figure below. Figure 3: Shallow Foundation Cross Section Schematic for Residential Structures Requiring Ground Modification SLAB n EXISTING GRADE GLADE BEAMS v 5 FT OR SLAB TOP OF LIMESTONE FAT CLAY RECOMPACTED Ar S FT SUBCRADE FILL LIMESTONE The recommended subgrade modifications should result in the following ground stability improvements when constructed as required in this report. These parameters should be used for design of the structural foundation systems. Table 5: Summary of Estimated Ground Improvement Thickness from Final Estimated Swell Swell Potential at Material Pad Elevation (feet) Pressure (psf) Finished Pad (inches) Select Fill (if used) 1 Negligible Negligible Recompacted Subgrade for 0 to 5 800 <1 Residential Structures Limestone 0 to 20 NA <3 R CAN E � CN 6.1 Ground Modification and Subgrade Treatment Recompaction of the existing subgrade is recommended to control the building pad subgrade and improve the allowable foundation bearing capacity. Any fill used to raise existing grade within the building pads serves a similar purpose. Based on the subsurface conditions encountered in the borings, subgrade modification may extend up to 5 feet below final pad elevations or to the top of suitable limestone, whichever comes first. Subgrade improvement should extend at least 5 feet laterally beyond the proposed buildings to allow for adequate edge treatment. In areas where adjacent flatwork abuts the building, the recompacted subgrade should extend the full width of the pavement (such as porches or patios) to the leading edge of the lawn or landscape area. Controlled fill should be placed within 6 to 12 inches from final pad elevation, then plastic sheeting (6 mil or greater thickness) should be placed atop the controlled fill and the final soil layers placed for the lots that receive subgrade modification. It is not necessary to use plastic sheeting for lots that do not require subgrade modification. Compaction, and/or recompaction of the structure subgrades is designed to restructure the cohesive soils such that strength and volume change can be better controlled. Determination of the compaction energies and compaction efficiencies required for the existing soil property ranges allow this control. Effective construction controls for the proposed fills are provided in Section 8 Construction of Subgrade Fills. Estimated construction performance and results are also included. 6.2 Excavation Safety Considerations All excavations should be sloped, shored, or shielded in accordance with Occupational Safety and Health (OSHA) requirements. In accordance with Texas State Law, the design and maintenance of excavation safety systems is the sole responsibility of the construction contractor. OSHA Standards 29 CFR — 1926 Subpart P, including Appendices A and B, should be referenced for guidance in the design of such systems. 6.3 Foundation Structures Slab foundations bearing in controlled fill, suitable native soil, or limestone may be used to support the proposed residential structures provided fill construction and testing is performed as recommended in this report. Ground movement potential will be limited with the recommended LLP A G E 112 design provisions; however, grade -supported slabs should be designed to accommodate the anticipated vertical ground movement. Subgrade recompaction and/or grade raise fill should be constructed to within approximately 6 to 12 inches of the planned finished elevations and plastic sheeting of at least 6 mil in thickness should be placed over the recompacted subgrade where ground modifications are required. Once the plastic sheeting is in place, fill should be completed to final grades. All lots should also have a moisture barrier placed immediately beneath the concrete slab. 7 SITE PREPARATION FOR CONSTRUCTION 7.1 General Remove existing foundations, abandoned structures, deleterious materials, site debris, abandoned utilities and all other manmade features, and relocate utilities as required by the work and in accordance with the Plans and Specifications. Clear and grub all tree stumps and root systems as required by the work except where trees or shrubs must be maintained according to the design drawings. Except as otherwise specified or indicated in the drawings or specifications, all materials resulting from clearing and grubbing operations shall be properly disposed. Clear all vegetation and strip topsoil as required to remove all roots and organic matter from all Work areas of the site. In no case shall any spoil or other material resulting from clearing, grubbing and stripping operations be utilized within the earthworks or fill materials or permanently placed onsite except where authorized by the Engineer. 7.2 Excavations All excavations should be performed as indicated in the design documents. Excavations within the some portions of the site will likely encounter shallow limestone. This study was not performed to evaluate the difficulty of ripping, processing and/or excavating the on -site materials, or estimating the volume of those excavated materials. The earthwork contractor should have experience in construction and excavation within these materials. The contractor must use his or her own experience when making decisions regarding means, methods and costs to accomplish the proposed construction, including excavation tools, excavation rates, and number of trucks. In RNE addition, the borings did indicate very hard limestone layers and the contractor should anticipate the equipment and time required to excavate these materials during mass grading operations. Dewatering or other groundwater control measures are not anticipated during site grading and building pad preparations. However, perched water could be encountered. Standard sump pits and pumping procedures should be adequate to control seepage on a local basis during excavation. 8 CONSTRUCTION OF SUBGRADE FILLS Soil fill elements are critical components of any foundation system. Strength and stability of the fill is essential to limiting subgrade movements below foundations, floor slabs, and pavements. Mechanical soil compaction is designed to improve the engineering properties of soils; however, the desired compaction standards are often not achieved during construction. The soil construction specifications in this report provide for effective compaction control, including direct data verification and real-time control. The fill construction specifications provided in this report are designed for the specific geotechnical requirements of this project. The specifications provide the construction controls needed to prepare cohesive fills for saturation and drying potential. If the specified controls are not properly implemented, the fills will be vulnerable to strength loss and swell with saturation, and potential shrinkage from drying. The initiation of shrinkage or swelling usually leads to increased shrink -swell cycles with moisture variation. The design of these soil compaction specifications includes estimates of compacted soil properties corresponding to varying compaction energies and compaction efficiencies, enabling assessment of the final compacted performance of the fill. The construction specifications below will prepare the fills for potential saturation; however, the environments of these fills must maintain generally moist conditions without excessive drying. In many cases, equilibrium moisture ranges can be established during construction, but in other cases equilibrium moisture cannot be achieved without ongoing maintenance following construction. Potential maintenance requirements for fills on this project are discussed in Section 12 Site Completion and Maintenance. R CAN E CND 8.1 Subgrade Preparation After site stripping, existing grades and cut grades must be prepared for construction of foundation fills. All areas that will underlie foundations, floor slabs, or pavements will require ground modification as presented in the following sections. Exposed subgrades in cut areas of 3 feet or less should be scarified to a depth of 8 inches and recompacted wet of the optimum moisture content at full compaction in construction, to at least 95 percent of maximum density in construction, as generated by a CAT 815 tamping foot compactor (or approved equivalent). It is not necessary to scarify subgrades that are comprised of limestone. The Geotechnical Engineer of Record will provide the performance of the compactor used as required for this control. Field verification testing will be conducted in accordance with Section 8.4 Quality Control and Field Verification Testing. Any areas not compacting to the properties the compactor should be producing indicate a soft or low modulus subgrade. If testing of recompacted surface grades verifies that soft soils underlie any section of the recompacted surface, then those sections should be overexcavated and recompacted in lifts as required by the Geotechnical Engineer. Where limestone is encountered in only a portion of the foundation excavations, we recommend that the foundation be over excavated at least 6 inches and the processed material placed back into the base of the excavation to help reduce the potential for differential foundation movements with the transition from soil to rock. If the entire foundation rests on the limestone, over -excavation is not necessary. 8.2 Construction of Subgrade Fills All foundations and pavements include a structural fill element. These fill elements are critical to ground modification requirements and the strength and stability of each foundation. Fill construction requirements depend on the design purpose and service conditions of each fill. Each fill element should be constructed to achieve the properties required for the long term stability of the foundation. Each completed lift should be maintained at the recommended moisture level until placement of subsequent fill or permanent protective cover such as pavement or floor slabs. 8.2.1 Project Fills The fill elements on this project are identified as follows: 1. Grade raise fills for building pads and pavement areas 2. Utility trench backfills 3. General fills for site grading and drainage 8.2.2 Fill Material Requirements The following table provides general property requirements and applications for the cohesive soils that may be used on this project. Table 6: Fill Materials Material Source Property Ranges Use Clay Onsite N/A Building Pads and Pavement Subgrade On -Site: Mixture of Gravel and sandy gravel and 40/o o passing #4 sieve Building Pads, Clayey sandy fat clay and Max rock 4 inches — per Pavement Subgrades, Soils/Limestone excavated/milled specification below Utility Backfill, Site weathered Grading limestone Select Fill Import CL: 15 <_ PI <_ 35 or Flexible Base Building Pad Caps (optional) Percent silt:5 20 /o All fill soils must be free of organics, debris, large rocks (greater than 4 inches) and all other deleterious material. If any sand and gravel pockets are encountered during the work, those volumes shall be mixed in the predominant clayey fill soils onsite. Clay clods shall be broken down with moisture conditioning and compaction during the work. Silt soil classifications are not acceptable. Gravel content is accounted for in the design and control charts. Fill should be free of organics, debris, large rocks, and deleterious material. Mixing should be able to be achieved by excavating and relocating. Additional handling is not anticipated. Excessively large -sized clay clods should be broken down with proper moisture contents and compaction during the work. If fills greater than 5 feet are required, some larger rock may be able to be placed within the intervals below 5 feet from final pad elevations. Rone should be contacted for further instruction and guidance if this option is needed. 8.3 Fill Construction Specifications All fill should be placed in consistent loose lift thicknesses and compacted fully and uniformly across each lift. The moisture content at the time of compaction should be wet of the optimum moisture content in construction as defined by the field compaction curves provided in this report. Any moisture adjustments that may be required must be achieved before compaction. Each lift should be uniformly compacted with at least the minimum number of passes required for full compaction as provided in the following sections. The compaction control specifications for soil construction provided below are developed for each fill required on this project based on predetermined compaction performance of compactor and soil combinations relative to design requirements. These controls have been optimized based on source soil and moisture ranges assessed from the site investigation and typical compactor ranges suitable for these fills and fill volumes. The specifications employ family -of -curve methods for the curves produced in construction in order to use the compactor's performance for control and accommodate soil and moisture variation during construction. RECTM compaction design reports supporting this analysis and process control requirements are attached to this report. The construction specifications and supporting illustrations of the performance, range and limits of construction for each project fill are provided below. At the end of this section, a table is provided as a summary and quick reference of each specification. Information can also be provided on the relative performance of alternative compactors for changes during construction and selection by the contractor. All completed lifts should be protected by subsequent lifts placed as soon as practical during construction. Completed lifts shall be kept wet to avoid drying where subsequent construction cover is delayed. Completed lifts damaged by desiccation, erosion, construction traffic, or other disturbances shall be scarified and re -compacted according to the process control requirements for that particular fill. 8.3.1 Recompaction of Existing Subgrade and Grade Raise Fil The residential building pads that will require subgrade modification should be excavated to of the required depth up to 5 feet below final pad elevation, or to the top of suitable limestone, whichever occurs first. The building pad subgrades for all residential lots should be fully and uniformly compacted to final pad elevation. Moisture levels should be wet of the optimum moisture content during construction according to the following process control specifications. Use a footed compactor equivalent to a CAT 815, as approved by the Geotechnical Engineer of Record. Compact in 10-inch maximum loose lifts to at density of least 105 pcf in construction and to an air percentage not exceeding 6.2 percent. The optimum moisture contents and maximum densities in construction are determined from the field moisture -density curves (field compaction curves) generated by the compactor for the range of soils used in construction. This family -of - curve range for the specified compactor energy is provided in the CHARTS section of the appendix. The Compaction Performance and Design Chart 1a provides the performance and design construction range for the specified compactor and the in -situ moisture ranges relative to the design moisture range for construction. This range can be refined with more soil information prior to or during construction. A diagram of the compaction specification is provided on the Compaction Control Chart 1 b. The Compaction Control Chart includes the required construction range and minimum number of passes required for full lift compaction. The construction range provided is only valid for full compaction using at least the minimum number of passes. Additional control specifications are also noted on the chart. It is critical for the strength and stability requirements of the fill that each lift is fully and uniformly compacted using at least the minimum number of passes for the compactor -soil range combination. Chart 1 b can be used as a separate reference during construction. The RECTM Compaction Design Reports covering the soil ranges at the site are included the CHARTS section of the appendix. 8.3.2 Utility Trench Backfill Utility trench backfill may consist of on -site clay uniformly compacted in 6-inch loose lifts wet of the optimum moisture contents in construction to an air content not exceeding 6.7 percent. Optimum moisture is determined from representative standard Proctor curves normalized on the lab line -of -optimums for the soil range used, and corrected according to standard dry unit weight relations. Use hand -operated compaction equipment approved by the Geotechnical Engineer of Record. The family -of -curves and construction acceptance range will be provided by the Geotechnical Engineer of Record. The general performance, range and limits of this construction using an approved compactor are illustrated on the Compaction Performance and Design Chart 2a and on the Compaction Control Chart 2b. This information should be confirmed prior A RON E to construction using additional subsurface information. Where possible, and the compaction requirements in Section 8.3.1 can be used for backfill of these utility trenches. 8.3.3 General Fills for Site Grading and Drainage Place and compact general site fills for landscape grading and drainage using native clay. Compact in 12-inch loose lifts with the earthmoving equipment onsite. Use visual controls for wet - of -optimum compaction. Surficial topsoil in landscape areas does not require compaction beyond that produced by the equipment used for spreading and grading. 8.3.4 Compaction Specification Summary The following summary table is provided for quick reference purposes. The table does not fully encompass or replace the compaction specifications provided for each fill in the sections above. Table 7: Summary of Compaction Specifications Fill Building Pad and Pavement Subgrade Utility Trench Backfill General Site Grading Material On -Site Clay On -Site Clay On -Site Clay Compactor CAT 815 Hand operated NA Minimum Foot Length (inches) 6 NA NA Maximum Lift Thickness (inches) 10 6 12 Minimum Number of Passes 10 NA NA Maximum Air Voids (%) 6.2 6.7 NA Minimum Dry Density (pcf) 105.0 96.0 NA Minimum Moisture Content (%) 11.0 14.5 NA Min. Compacted Strength (psf) 5,100 NA NA 8.4 Quality Control and Field Verification Testing Before fill construction, the property ranges of fill materials should be determined using index property testing. During construction, index properties should be obtained periodically and upon changes in material, color, texture, or excavation procedures. Field compaction curves should be obtained upon unexpected changes in soil properties, compactor, or lift thickness, and at minimum frequencies recommended by Rone based upon the property ranges of each fill material and expected variations. Borrow material sampling during construction should be planned and coordinated to fit the required production rates, and generally at least two days in advance of the compaction of corresponding fill lifts. ami Rone should monitor compaction and conduct verification testing during all fill construction. Verification testing of compacted lifts should be conducted at appropriate frequencies to ensure that compaction controls are satisfied and design requirements are achieved in construction. The engineer should monitor the number of compactor passes, lift thickness, air content, moisture and density for each fill. We recommend that Rone assist in developing a work plan for effective process controls designed for engineering requirements, the construction plan, production needs, and direct data verification records. We strongly encourage Rone be included in the pre -bid process with earthwork contractors to provide guidance in regard to fill controls for this project. A pre -construction meeting including the general contractor, earthwork contractor and soils engineer is critical to an effective launch of the project. Nuclear density gauges are recommended for field testing of compacted lifts. Rone will provide the specific gravity (Gs) values required for each fill, based on compactor performance and the soil variation expected during construction. The Geotechnical Engineer must also be able to monitor the specific gravity setting remotely in real-time based on the gauge readings in the field. 8.5 Construction Oversight Design requirements and recommendations herein are based on critical construction controls in the earthworks and soil construction on this project. The monitoring required to verify these implementations is thus critical to construction effectiveness. The requirements of this report are also based on limited geotechnical, geologic and hydrogeologic information about the subsurface conditions. Thus, subgrade conditions must be interpolated and estimated between borings and subsurface testing. Anomalies are often encountered during construction. The potential for subsurface variation from that assumed for design could result in design changes and increased ground risk. The Geotechnical Engineer of Record should be retained to provide the controls needed for soil construction, monitor earthwork operations, monitor foundation construction, evaluate materials, and conduct periodic testing during the construction phase of the project. This enables the geotechnical engineer to verify design conditions, manage ground risk, verify compliant construction, adjust design requirements when unanticipated conditions are encountered, assist the builder, and represent Owner interests. 9 BUILDING FOUNDATION STRUCTURES 9.1 Slab Foundation Design The proposed residential structures may be supported on ground supported foundations consisting of a conventionally reinforced beam and slab system or a post -tensioned slab foundation system, provided the estimated floor movements can be tolerated. The foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system to tolerate the potential vertical movement of the foundation subgrade. A net allowable soil bearing pressure of 2,500 psf may be used for design of all grade beams bearing in tested and approved controlled fill, native soil, or limestone. Grade beams should bear at least 18 inches below final grades. The bottom of the beam trenches should be free of any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs should be adequately reinforced for eccentric loading that could occur from potential differential ground movement. Design criteria for the foundation slab have been estimated according to the Post Tensioning Institute (PTI) based on the methods described in their most recent manual for designing slab -on - grade foundation systems. An effective PI of 25 may be used for design of a conventionally reinforced concrete slab foundation. Recommended PTI foundation design criteria for a Thornthwaite Moisture Index (TMI) of zero are tabulated below: Table 8: PTI Design Criteria Parameter Edge Moisture Variation Distance, em (feet) Differential Soil Movement, ym (inches) Condition 4.0-inch PVR Center Lift 6.1 Edge Lift 3.5 Center Lift 1.8 Edae Lift 2.1 RON E The PTI method incorporates numerous design assumptions associated with derivation of the variables needed to estimate the foundation design criteria. The PTI method of estimating differential soil movement is applicable when site moisture conditions are controlled only by the climate on well -graded building pads (i.e. proper site drainage, properly lined landscaped areas, no utility water leaks or other free water sources). As soil moisture increases, the soils may swell. The PTI design method is intended to provide stiffened foundation systems that can perform well under typical natural changes in soil moisture. The differential foundation movements resulting from seasonal soil moisture variations are typically much lower than movements that occur due to free water sources near or beneath the structure, which are not directly addressed by the PTI design method. Where weathered limestone is encountered in only a portion of the foundation excavations, we recommend that the foundation be over excavated at least 6 inches and the processed material placed back into the base of the excavation to help reduce the potential for differential foundation movements with the transition from soil to rock. If the entire foundation rests on the limestone, over -excavation is not necessary. 10 PAVEMENTS This report includes recommendations for rigid pavements. While some minor differential movement should be anticipated, if the provisions of this report are strictly adhered to in construction, the pavement subgrades can be expected to be relatively stable. To the extent the provisions of this report are not adhered to in construction, increased risk of ground movement should be expected. Design of the proposed pavement sections should factor the performance of the subgrade construction provided for in this report. 10.1 Rigid Pavement Design For this project, traffic loading and frequency conditions were estimated for various conditions as no specific traffic information was provided. The following pavement design has been performed general in accordance with City of Fort Worth pavement design standards. J �E . C CIG fCplkG Table 9: Pavement Design Input Parameters Item Value Roadway Designation Residential Collector / Commercial Connector Design life 25 years 25 years Concrete Modulus of Rupture, S'r 620 psi 620 psi Number of Traffic Lanes in One Direction 2 2 Annual Traffic Growth Rate (%) 1.5 1.5 Total Equivalent Single Axle Loads (ESALs) 900,000 3,000,000 Subgrade Soil Classification (USCS) Fat Clay (CH) Fat Clay (CH) Treatment Type N/A Lime Modulus of Subgrade Reaction, k (CH) 50 psi/in 50 psi/in Composite k (lime -treated, 8 inches) 100 psi/in 260 psi/in Reliability, R (%) 90 90 Standard Deviation, So 0.39 0.39 Concrete Modulus of Elasticity, Ec 4,000,000 psi 4,000,000 psi Drainage Coefficient, Cd 1.0 1.0 Initial Serviceability, po 4.5 4.5 Terminal Serviceability, pt 2.0 2.25 Load Transfer Coefficient 2.7 3.0 The pavement thickness determinations were performed in general accordance with the "1993 AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement sections are presented in the table below. These pavement sections are based on estimated traffic volumes. A more precise design can be made with detailed traffic loading information during the final geotechnical study. Table 10:Minimum Residential Street Pavement Sections and Allowable Traffic Traffic Use Portland Cement Concrete (inches) Design ESAL for Flexural/Compressive Strength (psi) 540/3,600 580/4,000 627/4,500 Residential Streets 6 8 564,000 706,000 905,000 Walsh Avenue 1,400,000 1,900,000 2,200,000 Commercial Connector 9 1,800,000 2,000,000 2,500,000 We recommend a minimum concrete compressive strength of 4,000 psi be used to provide a 620- psi modulus of rupture. Hand -placed concrete should have a maximum slump of 6 inches. A LLPAGE 123 RON E sand leveling course should not be permitted beneath the pavement. All steel reinforcement, dowel spacing/diameter, and pavement joints should conform to applicable City of Fort Worth standards. Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw cutting should begin as soon as the concrete has obtained enough strength to keep from raveling, but before cracks can be initiated internally. Saw cut depths generally range from'/4 to'/3 of the pavement thickness but should be performed as directed by the civil engineer. 10.2 Pavement Base Course In accordance with City of Fort Worth Pavement Design Criteria, we recommend 6 inches of lime treated subgrade beneath concrete pavements for residential roadways. Main arterial roadways will require an 8 inch lime treated subgrade. At this time, we estimate approximately 8 percent hydrated lime by weight (36 pounds per square yard for a 6 inch thickness) will be required to adequately treat the pavement subgrade, though the actual lime requirement should be determined based on the in -place soil properties and soluble sulfate levels after the pavement subgrade has reached final grade. Lime treatment should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT) or other similar standards approved by the Geotechnical Engineer of Record. Lime treated subgrade should have a PI between 7 and 15. The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve the edge support of the pavement and reduce the effects associated with shrinkage during dry periods. Sand or other granular fill should not be used as a leveling course beneath the pavement, as these more porous materials increase water migration beneath the pavement, causing heave and strength loss of the subgrade. 10.3 Pavement Construction and Maintenance Recommendations The pavement subgrades shall follow the recommendations in Section 8 Construction of Subgrade Fills. It is crucial that the moisture and compaction states be maintained until the overlying pavement is placed. If the treated subgrade is allowed to dry prior to the pavement construction, the risk of shrinkage cracks within the pavement surface is increased. A RON E Proper drainage should be provided both during and after construction. The pavement surface should be contoured such that surface water drains off, away from the pavement and into inlets. Water allowed to pond on or adjacent to pavement surfaces will saturate the subgrade soils leading to premature pavement failure. All joints should be adequately sealed. Maintenance should include regular observation to identify and seal cracks. A flexible joint material should be used to seal cracks as they develop. 11 SITE COMPLETION AND MAINTENANCE 11.1 Site Grading and Drainage The geotechnical design for this project accounts for limited assessment of hydrogeologic conditions and intends to provide for efforts to maintain stable, moist subgrade conditions in a uniform manner after construction. Site grading and drainage plans should support this intention where possible. Site grading and drainage should be efficient in paved areas and less efficient in lawn and landscape areas. Roof runoff should be collected by gutters and downspouts, and discharge onto paved areas draining away from the building. 11.2 Landscaping and Irrigation Subgrade moisture levels should be maintained around the building perimeter before and during construction. Irrigated landscaping and lawn areas are recommended with even distribution around the structures. Irrigated areas will serve as supplemental moisture sources surrounding the foundations and pavement areas. Accordingly, regular and uniform irrigation would be required in these areas, particularly during dry and hot weather periods. Above -grade planters may also be considered around the perimeter of the building with regular irrigation to maintain light perimeter infiltration along pavement joints. 12 DETENTION / RETENTION POND In general, the purpose of a detention pond is to temporarily store rainfall runoff and release the water at a controlled rate. Depending on the site, project, global stability considerations, environmental regulations and owners' expectations, the detention pond may need to have a low rate of infiltration into the ground. MA RON E A detailed hydraulic conductivity (permeability) study was not included in our scope of services; therefore, the following recommendations should be considered as general guidelines for water retention, and not as an assurance that the retention pond will maintain a constant water surface elevation. Rone would be pleased to provide these as additional services if the Owner desires. If permanent water storage is desired (retention pond), a pond lining will be required. The lining may consist of clay soils, a synthetic liner, or a combination of these. If a clay liner option is selected, we recommend the material should have a liquid limit greater than 50 and a plasticity index greater than 30. Based on the boring results, most onsite clays meet the above criteria. The subgrade preparation and clay liner construction should follow the recommendations in Section 8 Construction of Subgrade Fills. Liner construction must be conducted wet -of - optimum moisture contents in construction, with full lift kneading and full compaction with sufficient compaction energy. The compacted thickness of the liner should be at least 2 feet. Portions of the clay liner above the permanent water elevation will be subject to typical shrink/swell behavior. The clay liner should be irrigated to maintain sufficient moisture levels and prevent the liner from drying and experiencing the formation of shrinkage cracks. We recommend the side slope be kept at 3HAV or flatter. Rone can develop pond liner recommendations utilizing onsite soils if desired by the design team. 13 STUDY CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field exploration and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site with little variance beyond that found by the borings. If Rone is not serving a monitoring role during construction as advised, and different subsurface conditions from those encountered in our borings are observed or appear to be present in excavations, Rone must be advised promptly so that these conditions can be evaluated and our recommendations can be reassessed as may be necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, Rone should be promptly informed and retained if necessary if the changed conditions warrant review and reassessment. A RON E It is important that Rone be retained to assist in design reviews or review those portions of the plans and specifications that pertain to earthwork and foundation systems for this particular project to ensure the plans and specifications are consistent with the controls and recommendations provided in this report. It is also advised that Rone provide oversight and monitoring services during construction to ensure that the controls required for design requirements during earthworks construction are provided correctly and implemented effectively. This study has been prepared for the exclusive use of the client and their designated agents for specific application to design and construction of this project. We have exercised a degree of care and skill exceeding that ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. The engineering services and solutions provided herein are considered advanced, and while design and construction controls are improved, no warranty, expressed or implied, can be made or intended. 14 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD. This report provides advanced engineering services, and is in its entirety the sole property of the Client, Rone Engineering Services, Ltd., and its affiliates. Use of this report is subject to all applicable copyrights. This report may be used in practice or referenced by any project party as necessary, solely for the party's role on the project for which this report is prepared. Beyond that use, no part of this report may be copied, downloaded, transmitted, or otherwise reproduced or stored, in any form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this report must include all copyright notices, registered trademark (®) designations, and non -registered trademark (TM) designations. CHARTS 1 V � lfl � C a C_ O U 7 O 0 N N CO .. C 11) m -M ; O - N CO c O m _ Q I Q O Y N N L E O Z c U U in Q 0 N N m c > Ou Q• ai a wm a c� o v Q O. 7 00 U U C .Q CL7 E u ar w to N O o ? Y c a I_ U a,,, O > 'O .O u a a �a 9 c O 'c O + _ O -_ u Q N O �' a 0) w 'O E o 3 O Q aJ ] \O V ate.+ O -E h C a --I �n C al �A 00 N Z cu d U - S O f0 00 O O E u O 0) U 0 3 C ai N c O o O D O O v C to CL O Ol N w `�- O aO° N N O � io O C •� aCi 3. w rn m a Y 'O ha N ,� M N (0 O O t0 U Q U Q_ a Y O O O u N C . 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I - N N N '^ $ f � z v i v a; > > o 0 v 3 w I� ui w ui ui O o u � N O 41 U % I- Q Q Q Q W w Ur a p 0Q 0 Q-a N o O u o _ o 1 a N >Q C N .p 2 r/' N 2 > > — I I O bz r+ C io p r N (D U u) N `n I I u r Q t 4 ,� C) Q t o v E / 00 o c E m v r O 7 u E —E °i r F— m 0 0 W o x 3 a I Z Of O E O Zf U E r J IY W W d c� m 3 r/ a 0 vl � � Vf N �• 'c p0 // / t I 7 O ❑ > �o oni u ro r u P E % cu ax 91 q Q1 � I L v'> w 1' Z Q V W �. E U d O 2V ro IFN 3 a r fr / Z J m LL V ti r"i rri ui f / O de * cu LL Y CU = p Ca) 0 LL U f o m i rr v o U H a U ry r H= C g N Q= U U c �� � x� Q�� ULu =N' U J U m U a a-,v O� J� i/ E w} Via) sz , / o c v u z~ ~ o O r , a U aN U / / w o Z s i Oo rf v v 0 o al j rf C p a o E > u) U r/ ; Q o o V a L r v p L f , -• v v o ? O Ll. t rfr A U N (� ffr SD nl N �i O rf fA o �a aj N _ �. G O ' L k R E Z3 p N Ou O H Q �.E 3° Im Q o E o N c O O- cu CC_ C o Et �■� vi G V vU_� W v, Qi ❑ W n N '_^ v N ❑ N La rn m n y m •p m a � v v n Ln va �a m n n N oa on ~ d N © © o 0 0 0 0 0 o ca Q © o N I I I I I I I I I I I I I I m Ca .w 1 m -1 m o q 00 rn r a} y, w (a) 01IeH pion j Ujdj Al!suap luq RONE T"'' R K 5 RECT"' Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-01 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Lift Properties at 97% Compaction on Construction Curve t Min % of Max Dry Density 97% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO w (%) 8.8 12.2 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 121.7 121.7 f2.0% Air Voids Percentage 6.2% S (%) 64.2 89.6 f3% Factor of Safety 2.2 e 0.36 0.36 f3% Na (%) 9.5 2.8 f3% Design Compaction Conditions w Potential (%) +4.9 +1.4 f3% Loose Lift Thickness (in) 10 UCS (Ibs/ft2) ASTM D 2166 6,038 5,142 ±20% Compactor CAT 815 c (Ibs/ft2) ASTM D 2850 1,782 1,652 ±10% USCS Classification SC Ranges 0 (°) ASTM D 2850 29 25 ±10% Specific Gravity 2.66 2.66 - 2.70 Free Swell (%) ASTM D 4546 2.5 1.2 ±25% Liquid Limit (%) 31 29 - 33 CBR* (%) Soaked 1.2 5.7 ±10% Plasticity Index (%) 14 12 - 16 CBR* (%) Unsoaked 54.7 9.4 ±10% Plastic Limit (%) 17 Res Mod (Ibs/in2) Soaked 1,764 7,808 ±10% % Fines (Passing #200) 28 24 - 30 Res Mod (Ibs/in2) Unsoaked 33,099 10,721 ±10% % Gravel (Retained #4) 4 3 - 25 % Sand (Passing #4) 68 45 - 73 Ic— s- cam action 12.1-71bs, ft' 120 '3F 5 `4 i ++ 1 Lift Construction Curve d,.i-_10-1, 1253, lbsifr ------ -__-L_-__-__- r + II "• I I *ti • I I '•, I I • I I •.. + I :1{1.15f j1�_2�c sa Moisture Content, w (=0 Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 97% Wet -of -Optimum Moisture Ranae for 97% 10.1% - 12.2% (t1% MC) Minimum # of Roller Passes 9 (Equiv. 5 roundrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include G, y, tics, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Loc: On site Desc: Upper -bound, Date: 10/18/2022 full soil range F Authorization By: Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 RONE T"'' R K 5 RECT"' Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-02 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO w (%) 9.2 14.0 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 116.2 116.2 f1.8% Air Voids Percentage 6.2% S (%) 56.7 86.2 f3% Factor of Safety 1.5 e 0.43 0.43 f3% Na (%) 13.1 4.2 f3% Design Compaction Conditions w Potential (%) +7.0 +2.2 f3% Loose Lift Thickness (in) 10 UCS (Ibs/ft2) ASTM D 2166 7,665 6,747 ±20% Compactor CAT 815 c (Ibs/ft2) ASTM D 2850 2,314 2,237 ±10% USCS Classification CL Ranges 0 (°) ASTM D 2850 28 23 ±10% Specific Gravity 2.67 2.66 - 2.70 Free Swell (%) ASTM D 4546 8.2 2.4 ±25% Liquid Limit (%) 37 35 - 39 CBR* (%) Soaked 1.2 3.8 ±10% Plasticity Index (%) 20 18 - 22 CBR* (%) Unsoaked 38.5 8.6 ±10% Plastic Limit (%) 17 Res Mod (Ibs/in2) Soaked 1,748 5,732 ±10% % Fines (Passing #200) 55 52 - 57 Res Mod (Ibs/in2) Unsoaked 26,416 10,122 ±10% % Gravel (Retained #4) 3 2 - 18 % Sand (Passing #4) 42 25 - 46 12- ,4 Gorsr. Cu. `5 ------— i..:V 4 Lift Construction Curve , • t • J 4 • 1 I ; i I d 4 e♦ I Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Ranae for 95% 10.9% - 14.0% (t1% MC) Minimum # of Roller Passes 10 (Equiv 5 roundrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include G, y, tics, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Loc: On site j Desc: Upper -bound, 14-9% ;14- 10 1F Moisture Content- w Date: 10/13/2022 predominant soil range Authorization By: Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 E T" 0 � � � RECT"' Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-03 Project Name: Walsh Ranch PA5 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Lab Reference Standard ASTM D 698 (SP) w (%) 11.6 15.7 ±1% MC Resilient Modulus Method AASHTO y (Ibs/ft3) 111.3 111.3 f1.8% Compacted Fill Property Requirements S (%) 61.9 83.9 f3% Air Voids Percentage 6.2% e 0.50 0.50 f3% Factor of Safety 1.1 Na (%) 12.7 5.4 f3% w Potential (%) +7.1 +3.0 f3% Design Compaction Conditions UCS (Ibs/ft2) ASTM D 2166 7,608 7,326 ±20% Loose Lift Thickness (in) 10 c (Ibs/ft2) ASTM D 2850 2,388 2,590 ±10% Compactor CAT 815 0 (o) ASTM D 2850 26 19 ±10% USCS Classification CL Ranges Free Swell (%) ASTM D 4546 10.0 3.1 ±25% Specific Gravity 2.68 2.66 - 2.70 CBR* (%) Soaked 1.0 3.4 ±10% Liquid Limit (%) 48 46 - 50 CBR* (%) Unsoaked 32.3 7.8 ±10% Plasticity Index (%) 30 28 - 32 Res Mod (Ibs/in2) Soaked 1,466 5,143 ±10% Plastic Limit (%) 18 Res Mod (Ibs/in2) Unsoaked 23,609 9,534 ±10% % Fines (Passing #200) 73 70 - 75 % Gravel (Retained #4) 2 1-9 % Sand (Passing #4) 25 16 - 29 Construction Control Specifications Minimum % of Maximum Dry Density _ Construction Curve 95% '~'• • L ab t a at 9= c. campacttan ASTM D 698 (SP) 103% Dr%- Side: 15_3e Wet -of -Optimum Moisture Range for 95% 'Wet Side: 20-4 13.0 - 15.7% (f1% MC) Lift Construction Curs e Minimum # of Roller Passes 10 (Equiv. 5 roundtrip passes, full lift coverage required) : 117-2 tbs;^`ff •. Compaction curves should be obtained regularly with changes in material index I '•" properties and upon change in color or j '•, '� texture for effective construction control. 9. cornactgn _ '• M-D probe depths should be centered on 11 i _3 ibs;'f ' - ;' sTlii 31 698 (sp)#* the center of the compacted lift. I I t>a � 10_ _ 1b=: f t c and 0 - Unsaturated Max& test, total stress soil parameter. I UCS - Unconfined Compressive Strength. t ti Measured values include a, y, UCS, c, 0, Free Swell, and CBR (soaked and unsoaked). Calculated values include S, e, Na, w y Potential, and Resilient Modulus (soaked and unsoaked). k } • �' "' Wet side permeability in field not factored in Free Swell test i • condition. i # • * CBR based on field compacted state. 1 Properties represent average values. 10v N. I + • e Soil Sample Date: 9/26/2022 I r • Loc: On site I r ` Desc: Midpoint, predominant soil range -" Authorization By: '4laishre Content_ w r.'r ' I Print Name: ** ASTM D 698 (SP) equivalent, corrected to control relative moisture standard in construction. Graphics powered by Mathematic, Date: Firm Reg . # : Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'I and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 RONE T"'' R K 5 RECT"' Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-04 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO w (%) 13.7 17.9 f1% MC Compacted Fill Property Requirements y (Ibs/ft3) 106.4 106.4 f1.9% Air Voids Percentage 6.2% S (%) 64.3 83.8 f3% Factor of Safety 1.1 e 0.57 0.57 f3% Na (%) 13.0 5.9 f3% Design Compaction Conditions w Potential (%) +7.6 +3.5 f3% Loose Lift Thickness (in) 10 UCS (Ibs/ft2) ASTM D 2166 6,700 6,482 ±20% Compactor CAT 815 c (Ibs/ft2) ASTM D 2850 2,164 2,388 ±10% USCS Classification CH Ranges ON ASTM D 2850 24 17 ±10% Specific Gravity 2.68 2.66 - 2.70 Free Swell (%) ASTM D 4546 11.7 3.7 ±25% Liquid Limit (%) 59 57 - 61 CBR* (%) Soaked 0.9 3.0 ±10% Plasticity Index (%) 39 37 - 41 CBR* (%) Unsoaked 27.0 6.4 ±10% Plastic Limit (%) 20 Res Mod (Ibs/in2) Soaked 1,401 4,509 ±10% % Fines (Passing #200) 90 87 - 92 Res Mod (Ibs/in2) Unsoaked 21,054 8,388 ±10% % Gravel (Retained #4) 1 0-4 % Sand (Passing #4) 9 4 - 13 1jr 17? r. y g5� COfI1 3CtlOFi 106.4 lbs,-TP 1'JF c,c al 5 r» C'W'm. Czrve `4 r A r rM1r Lift Construction Curve r ci : 15-1�t «r v : 112. lbsi ft''+ F « r `• r I rr I ~� I JI Cr '« r 1 « f 1 � I 1 r 1 1 I � �15.15� �17.9ic Iy Moisture Content, w (%1 Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Ranae for 95% 15.1% - 17.9% (t1% MC) Minimum # of Roller Passes 11 (Equiv. 6 roundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include G, y, tics, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Loc: On site Desc: Lower -bound, Date: 8/26/2022 predominant soil range Authorization By: Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 E T" 0 � x � RECT"' Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-05 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Lift Properties at 96% Compaction on Construction Curve t Min % of Max Dry Density 96% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO w (%) 15.5 19.1 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 104.3 104.3 f1.9% Air Voids Percentage 6.2% S (%) 68.4 84.1 f3% Factor of Safety 1.0 e 0.61 0.61 f3% Na (%) 12.0 6.0 f3% Design Compaction Conditions w Potential (%) +7.2 +3.6 f3% Loose Lift Thickness (in) 10 UCS (Ibs/ft2) ASTM D 2166 5,963 5,634 ±20% Compactor CAT 815 c (Ibs/ft2) ASTM D 2850 1,961 2,133 ±10% USCS Classification CH Ranges ON ASTM D 2850 23 16 ±10% Specific Gravity 2.69 2.66 - 2.70 Free Swell (%) ASTM D 4546 13.2 4.6 ±25% Liquid Limit (%) 68 66 - 70 CBR* (%) Soaked 0.9 2.9 ±10% Plasticity Index (%) 46 44 - 48 CBR* (%) Unsoaked 24.6 5.8 ±10% Plastic Limit (%) 22 Res Mod (Ibs/in2) Soaked 1,290 4,351 ±10% % Fines (Passing #200) 95 93 - 97 Res Mod (Ibs/in2) Unsoaked 19,837 7,912 ±10% % Gravel (Retained #4) 0 0-2 % Sand (Passing #4) 5 1-7 _ �•t Construction Control Specifications 4 Minimum % of Maximum Dry Density '•, Construction Curve 96% `•� Wet -of -Optimum Moisture Range for 96% 16.7% - 19.1% (t1% MC) Lift ConitructiGn Curve Minimum # of Roller Passes 1., i J . 1. 7c * • 11 (Equiv. 6 roundtrip passes, full lift coverage required) 108_6lbs.ift3`�y Compaction curves should be obtained regularly with changes in material index properties and upon change in color or ���lc '96%C�iT1 3CEtCrf1 r � *`•, texture for effective construction control. __ _ __ _ __ _ __ _ r_ _ - , -_ 103 lbvlft' - M-D probe depths should be centered on `* the center of the compacted lift. ` t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. k Measured values include o, y, UCS, c, m Free Swell, and OR ' * (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). r k Wet side permeability in field not factored in Free Swell test v t Y I k condition. 0 k * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Date: 10/12/2022 = Loc: On site Desc: Lower -bound, full soil range ' F - Authorization By: Moisture Content, w (90 Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 RON EA R T H v�'0 E RECTM Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-06 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.4 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Dynamic High USCS Classification CL Ranges Specific Gravity 2.67 2.66 - 2.70 Liquid Limit (%) 37 35 - 39 Plasticity Index (%) 20 18 - 22 Plastic Limit (%) 17 % Fines (Passing #200) 55 52 - 57 % Gravel (Retained #4) 3 2 - 18 % Sand (Passing #4) 42 25 - 46 Lift Properties at 95% Compaction on Construction Curve t Dry Side' Wet Side' Tolerance w (%) 10.8 15.2 f1% MC y (Ibs/ft3) 112.8 112.8 f1.8% S (%) 60.4 85.0 f3% e 0.48 0.48 f3% Na (%) 12.8 4.8 f3% w Potential (%) +7.1 +2.7 f3% UCS (Ibs/ft2) ASTM D 2166 6,082 5,347 ±20% c (Ibs/ft2) ASTM D 2850 1,831 1,766 ±10% ON ASTM D 2850 28 23 ±10% Free Swell (%) ASTM D 4546 2.5 1.3 ±25% CBR* (%) Soaked 1.0 3.5 ±10% CBR* (%) Unsoaked 34.1 8.1 ±10% Res Mod (Ibs/in2) Soaked 1,551 5,320 ±10% Res Mod (Ibs/in2) Unsoaked 24,475 9,714 ±10% Y ; _s « YY �4 Lift Construction Curve 12_3%1 I - AY I 'fit Y 95i� pccompac€ion r; . • I e I Y I e *Y I L ; I A « I F I f I r e Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Range for 95% 12.3% - 15.2% (t1% MC) Minimum # of Roller Passes 7 (Equiv 4-undtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and LD - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include o, y, UCS, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample F Loc: On site Desc: Upper -bound, 12.3 [ 1.5_2IC 13 11IF moisture Content: u) Graphics powered by Mathematica Date: 10/13/2022 predominant soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 RON EA R T H v�'0 E RECTM Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-07 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.0 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Static USCS Classification CH Ranges Specific Gravity 2.68 2.66 - 2.70 Liquid Limit (%) 59 57 - 61 Plasticity Index (%) 39 37 - 41 Plastic Limit (%) 20 % Fines (Passing #200) 90 87 - 92 % Gravel (Retained #4) 1 0-4 % Sand (Passing #4) 9 4 - 13 !�5�c ca>:n action 1i70-21bs, f1' 9F 97 .5 Lift Com'truction Curve c1:18-1% v - IRS-5 1bF.Tft3 20 Moisture Content, w (�k) Lift Properties at 95% Compaction on Construction Curve t Dry Side' Wet Side' Tolerance w (%) 16.8 20.8 f 1% MC y (Ibs/ft3) 100.2 100.2 f1.9% S (%) 67.4 83.5 f3% e 0.67 0.67 f3% Na (%) 13.1 6.6 f3% w Potential (%) +8.1 +4.1 f3% UCS (Ibs/ft2) ASTM D 2166 4,587 4,614 ±20% c (Ibs/ft2) ASTM D 2850 1,502 1,707 ±10% ON ASTM D 2850 24 17 ±10% Free Swell (%) ASTM D 4546 4.4 1.5 ±25% CBR* (%) Soaked 0.7 2.7 ±10% CBR* (%) Unsoaked 20.0 4.8 ±10% Res Mod (Ibs/in2) Soaked 1,079 4,051 ±10% Res Mod (Ibs/in2) Unsoaked 17,400 6,959 ±10% Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Ranae for 95% 18.1% - 20.8% (t1% MC) Minimum # of Roller Passes 8 (Equiv 4 roundtno passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include G, y, tics, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Date: 8/26/2022 Loc: On site Desc: Lower -bound, predominant soil range Authorization By: Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 RON EA R T H v�'0 E RECTM Compaction Design Report Project Number: 22-26749 Fill: Foundation Report Number: 26749-08 Project Name: Walsh Ranch PAS Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Project Owner: Quail Valley Land Company Produced By: Gary Hougardy Control Specifications and References Min % of Max Dry Density 96% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.0 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Static USCS Classification CH Ranges Specific Gravity 2.69 2.66 - 2.70 Liquid Limit (%) 68 66 - 70 Plasticity Index (%) 46 44 - 48 Plastic Limit (%) 22 % Fines (Passing #200) 95 93 - 97 % Gravel (Retained #4) 0 0-2 % Sand (Passing #4) 5 1-7 0F_ Co $F Lift Properties at 96% Compaction on Construction Curve t Dry Side' Wet Side' Tolerance w (%) 18.8 22.2 f 1% MC y (Ibs/ft3) 98.1 98.1 f1.9% S (%) 71.0 83.9 f3% e 0.71 0.71 f3% Na (%) 12.1 6.7 f3% w Potential (%) +7.7 +4.3 f3% UCS (Ibs/ft2) ASTM D 2166 4,101 4,046 ±20% c (Ibs/ft2) ASTM D 2850 1,367 1,539 ±10% ON ASTM D 2850 23 15 ±10% Free Swell (%) ASTM D 4546 5.0 1.8 ±25% CBR* (%) Soaked 0.6 2.6 ±10% CBR* (%) Unsoaked 17.6 4.2 ±10% Res Mod (Ibs/in2) Soaked 965 3,888 ±10% Res Mod (Ibs/in2) Unsoaked 15,995 6,411 ±10% e` ♦Y '. Cersc. C'L a e4 a Lift Construction Curve w . 19.95 102.1 Ibs/fl:= + ~ I .1 98.1 1bs,•'ft ~4 e* Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 96% Wet -of -Optimum Moisture Ranae for 96% 19.9% - 22.2% (t1% MC) Minimum # of Roller Passes 8 (Equiv 4 roundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include o, y, UCS, c, m Free Swell, and OR (soaked and unsoaked). Calculated values include 5, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average values. Soil Sample Loc: On site Desc: Lower -bound, 19-9ve .22.2% Date: 10/12/2022 full soil range zo `` Authorization By: Moisture Content_ Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR' is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift (" Fill' and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TM). Version: 2.32 - 7.2 /_1W»►191PAS1 o ord Road._ �' ----- old Weatlne VJalsl� �, h We'll ` A P _ --- ervl�� ■ Roar .--- 421 Rona/ - - ceReap' ° al 120 - ` 7A 130 i � - r y' SCALE: NTS .! I - Fort Worth — West-Freewa r !f /f PLATE A.1 PROJECT NO: 22-26749 VICINITY MAP FILE NAME: 2226749.DWG R E DRAWN BY: CM DATE: 11-18-2022 - WALSH RANCH PA5 REVISED BY: DATE: E N G E E R! N G SOUTHWEST OF THE WALSH RANCH COMMUNITY AND 1-20 REVISED BY: DATE: FORT WORTH, TEXAS APPROVED BY: SW DATE: 11-18-2022 i z N N N N O OO W 00 O � ❑ ❑ ❑ ❑ C!�OV co co Nti O O) CO I- O N N CN U CO r r p O 00 j�(O Cfl�CW m CO m in !m m m �L _ In �� 7 In J I J - 'f V I- cG m � ` ❑ ❑ > m � m- m .00 ' W Z Z w w O W Q>> d Cl) v LO co r Df w w a v v I v v; a LL ❑ Df0� Q m m m �7� O� •`1� _ \.cq - b O I C.0 j ate' 0 0 o v v co m$ m$ m m mm m jm O O Mr m CO r c� m$ =m$ m�mm co F—co co N i.... co7 - �+V N �' C)) C,' a < O x CO { CO CO CO m m 00 w s �N mZ xUF n� a0 VQ2 O O� W f� _ O W � N. LO m m W Z m F m$ m m$ m$ m m m m� m m g0 ��� i y ` "p-... a O (n a :v' T j - � J ¢LO 2i � pj, CO m 1...m m CD m m Z O l CDm F Cl) onYt n o p o in v. 00 m O to m_ m m$ m w v H O N V COLO LO I� m 0 m\ m m m m m m co O --N--- Imo. COv O O) 4 .- O) yM m' cD$ cD cD CDr' cD N M LO co co co co —co CMD O _ L 1f� I MCNI N cD f� N im T m m m m m- 00 CO m f m m m 00 f ' N 9 O) N N N m m � z o � - a m m Log Project No. Walsh Ranch PA5 B-1 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72749' N 8-15-22 E Longitude At Completion Not Observed -97.58574' W N 0 w = o •G) y Q C End of Day Not Measured a T c d p .2 IL U y N .r O Z •� y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 993.3 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown with trace sand and calcareous nodules 4.5+ 88 51-27-24 13 tan with sand and ferrous stains 17-23-15 3 N=38 9-6-7 12 5 N=13 987.3 LEAN CLAY (CL) - tan and white, chalky with sand and trace gravel and ferrous stains 4.5+ 9 4.5+ 78 49-19-30 13 4.9 112 10 4.5+ 12 15 977.3 FAT CLAY (CH) - tan and gray with gravel and trace sand and ferrous stains 4.5+ 64 54-17-37 14 973.3 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.4 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-2 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-15-22 Longitude At Completion Not Observed -97.58573' W N = a •?j y Q CW End of Day Not Measured ' a Q .p L) O Zy _ 0IL V -oN O wT d Stratum Description o o a o 0 _NG1 y O Q rn w Approximate Surface Elevation = 1001.2 feet ms 3: O a m 04) a W � d a m LL-PL-PI 0 M rn o a o D V FAT CLAY (CH) - dark brown with trace sand and calcareous nodules 4.5+ 14 4.5+ 89 64-25-39 15 9.5 111 4.5+ 15 5 - calcareous deposits 995.2 LEAN CLAY (CL) - tan and white, chalky with sand and trace gravel and ferrous stains 23-28-32 6 N=60 12-28-40 4 N=68 10 989.2 FAT CLAY (CH) - tan and gray with trace sand and ferrous stains 94 64-21-43 19 15 gray limestone seam 38-50/4" 16 981.2 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.5 Drilling Method: Continuous Flight Augers Log B-3 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E Boring Location Latitude 32.728580 N Water Level Observations (feet) Date 8-15-22 While Drilling Not Observed Longitude -97.585750 W At Completion Not Observed N >.o � O o to L E oa a'5 f m o) a W o CCVtM Zc d a rn Ea LL-PL-PI w v;°o G M o N s o y Q C vQi accEW U c o D V End of Day Not Measured Q E o 41 T E N Stratum Description Approximate Surface Elevation = 1003.5 feet 5 10 15 003 998.5 983.5 FAT CLAY (CH) - dark brown with trace sand and calcareous nodules 20-50/6" 3 WEATHERED LIMESTONE - tan and white, chalky 44-50/2%" 5 50/2'/4' 50/1'/4' 6 LIMESTONE - tan and gray gray 50/1" 50/'Y2" 50/1" 50/1" 9 50/1" 50/3/4' 14 � 50/'/z' 50/'/4' 12 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.6 Log Project No. Walsh Ranch PA5 B-4 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72913' N 8-15-22 E Longitude At Completion Not Observed -97.58509' W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z •� y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 y w Approximate Surface Elevation = 981.1 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown tan, silty with trace sand and gravel and ferrous stains 23-11-9 N=20 4 9-7-8 5 N=15 with gravel 11-7-10 16 5 N=17 19-27-31 16 N=58 973.1 LEAN CLAY (CL) - tan and gray, blocky with trace sand, ferrous stains, and calcareous nodules 4.5+ 90 48-20-28 9 5.9 107 10 4.5+ 15 15 963.1 FAT CLAY (CH) - gray with trace sand and calcareous nodules 4.5+ 11 961.1 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.7 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-5 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72968' N 8-16-22 E , Longitude At Completion Not Observed -97.58442' W N N N d w = o .� y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N -0 .y > y N = O Q w Approximate Surface Elevation = 979.7 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d 3 rn o C> a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules 4.5+ 11 tan, silty with calcareous deposits and weathered limestone seams 16-25-12 2 N=37 6-8-10 12 5 N=18 973.7 LEAN CLAY (CL) - tan and gray, blocky with trace sand, ferrous stains, and calcareous deposits 7-12-50/6" 14 tan with weathered limestone seams and trace gravel 10-37-50/3" 11 10 966.7 FAT CLAY (CH) - gray, blocky 4.5+ 96 56-20-36 18 15 4.5+ 15 959.7 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.8 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-6 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73021 ° N 8-17-22 E Longitude At Completion Not Observed -97.58377' W N G1 N d w = o y Q C End of Day Not Measured om' G Q C > .2 U a+ Z w •_ J 0 w E Stratum Description z o f = o a 5 o E- 4) N £ O N '6 •y > — N — = 0 Q in W Approximate Surface Elevation = 985.4 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o C> a 0 D V LEAN CLAY (CL) - tan with sand and weathered limestone fragments 30-25-20 1 N=45 21-29-30 4 N=59 2-2-3 8 5 ferrous stains N=5 4.5+ 4 chalky with calcareous deposits 4.5+ 4 10 tan with sand 4.5+ 82 49-18-31 14 15 4.5+ 20 20-965.4 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA A Plate A.9 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-7 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.73022' N 8-18-22 E , z Longitude At Completion Not Observed -97.58312' W N G1 N d w = o •G) y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Stratum Description z o = o a o Na. 1= > 0 d ms 0 a _E N -0 •y > y N a)= O Q C> rn w Approximate Surface Elevation = 981.1 feet O m 04) a W � d a m LL-PL-PI 0 M 3 rn o a o D V LEAN CLAY (CL) - dark brown with calcareous nodules 4.5+ 8 tan with sand and weathered limestone fragments 6-8-8 5 N=16 chalky with calcareous deposits 2-5-8 12 5 N=13 4.5+ 10 4.5+ 94 45-19-26 16 1.3 122 10 tan and gray, blocky 4.5+ 18 15 963.6 FAT CLAY (CH) - gray, blocky weathered limestone seam 50/3" 17 961.1 2 Boring Terminated at Approbmately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.1 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-8 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72968' N 8-17-22 Longitude At Completion Not Observed -97.58377' W N = a •?j y Q CW End of Day Not Measured ' a Q .p L) O Zy _ 0IL V -oN O wT d Stratum Description o o a o 0 _NG1 y O Q w Approximate Surface Elevation = 983.3 feet ms O a m a0 4) a W � d a m LL-PL-PI 0 M rn o a 0 D V SANDY LEAN CLAY (CL) - dark brown with calcareous nodules tan with weathered limestone fragments 4.5+ 12 4.5+ 68 41-22-19 4 4.4 108 chalky with calcareous deposits and ferrous stains 4.5+ 8 5 977.3 FAT CLAY (CH) - tan, blocky with ferrous stains 4.5+ 10 4.5+ 10 10 gray streaks 4.5+ 20 15 gray with layers 4.5+ 12 963.3 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.1 .1 1 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-9 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72913' N 8-16-22 Longitude At Completion Not Observed -97.58443' W = a •G) y Q End of Day Not Measured04 a T c d p .2 IL L) y N .r O Z .Q y •_ J V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 983.6 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - brown with calcareous nodules and trace gravel 3.75 10 tan with calcareous deposits and ferrous stains 4.5+ 97 63-25-38 14 tan and gray, blocky with weathered limestone seams 5 and ferrous stains 9-11-15 17 N=26 8-26-50/6" 7 12-15-17 15 N=32 10 4.5+ 17 15 4.5+ 24 963.6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.12 Drilling Method: Continuous Flight Augers Log B-10 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72859' N Water Level Observations (feet) Date 8-16-22 while Drilling Not Observed Longitude -97.58506' W At Completion Not Observed .p 0 d ms 3: O L) 0 a m G1 o E=a N -0 a0i 4) a W N O Zy o •y > � d a m _ LL-PL-PI = 0IL V y N 0 M oE d rn a •?j = o y Q CW -oN O O Q 0 a o D V End of Day Not Measured w a rn CL T d a. 1= rn > w Stratum Description Approximate Surface Elevation = 993.7 feet 5 10 15 992.7 986.2 973.7 FAT CLAY (CH) - dark brown with trace sand and calcareous nodules 5-11-9 N=20 3 WEATHERED LIMESTONE - tan and white 15-50/3" 3 50/<'/d' 50/<'%" 2 FAT CLAY (CH) - tan and gray with ferrous stains and trace sand and gravel chalky with calcareous deposits gray, blocky 3-13-16 N=29 17 4.5+ 82 59-26-33 20 4.5+ 12 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.13 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-11 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-16-22 Longitude At Completion Not Observed -97.58508' W N N d w = a •G) y Q C End of Day Not Measured04 O o. T 0 d p :�. li L) y N .r O 6 Z .Q y •_ J 0 L) ?j O a W w d Stratum Description z o �_ = o a o E 4) U) £ > 0 O N '0 •y > N = rn w Approximate Surface Elevation = 987.8 feet m s 3: O a m a�i a�6i a0: tyu �' a m LL-PL-PI 0 M d 3 rn o C> a o D V FAT CLAY (CH) - dark brown with trace gravel 4.5+ 6 tan, blocky with calcareous nodules 6-9-6 4 N=15 4-7-8 11 5 N=15 5-4-5 19 N=9 tan and gray with ferrous stains and calcareous deposits 4.5+ 14 Shelby tube refusal at weathered limestone seam 10 tan and gray with weathered limestone seams 3.50 20 15 4.50 21 967.8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.14 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-12 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72760' N 8-16-22 Longitude At Completion Not Observed -97.58515' W N NG1 = a •?j y Q CW End of Day Not Measured ' a Q .p L) O Zy _ 0IL V -oN O wT d Stratum Description o E=a o o ms 0 a y O Q rn w Approximate Surface Elevation = 985.9 feet 3: O m 04) a W � d a m LL-PL-PI 0 M rn o a o D V FAT CLAY (CH) - dark brown with calcareous nodules and trace gravel 4.5+ 14 983.9 LEAN CLAY (CL) - tan, blocky with ferrous stains and calcareous deposits 4.5+ 9 -sandy 5 4.5+ 86 38-19-19 8 3.6 111 - chalky 9-12-14 6 N=26 977.9 FAT CLAY (CH) - tan and gray, blocky with ferrous stains and calcareous deposits 6-12-18 12 N=30 10 4.5+ 18 15 4.5+ 22 965.9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A. �J Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-13 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-16-22 E , Longitude At Completion Not Observed -97.58442' W N N N d w = o .� y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum I= > 0 d 0 N -0 .y > y N = O Q w Approximate Surface Elevation = 974.9 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d 3 rn o C> a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules 973.9 and trace gravel 4.5+ 6 LEAN CLAY (CL) - tan, blocky with trace gravel 22-23-16 7 N=39 tan and gray, blocky with ferrous stains and calcareous deposits 2-5-6 9 5 N=11 6-10-8 16 N=18 trace gravel 4.5+ 93 44-16-28 24 1.4 88 10 4.5+ 21 15 956.9 SHALE - gray 15-18-50/6" 20 954.9 2 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.16 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-14 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72858' N 8-16-22 Longitude At Completion Not Observed -97.58443' W = a •G) y Q End of Day Not Measured04 a T c d p .2 IL L) y N .r O Z .Q y •_ J V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 980.3 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules tan with calcareous deposits and trace gravel 4.5+ 7 10-12-13 6 N=25 tan and gray, blocky with ferrous stains and calcareous 5-4-8 N=12 16 5 deposits trace gravel 4.5+ 91 51-16-35 21 1.4 103 3.75 9 10 4.5+ 15 15 3.50 15 961.3 - Shelby tube refusal Boring Terminated at Approximately 19 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.17 Drilling Method: Continuous Flight Augers Log B-15 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72912' N 8-17-22 E Longitude At Completion Not Observed -97.58379' W N d p .2 z 0 ms O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a N Q T d £ y ' c > w Stratum Description Approximate Surface Elevation = 974.4 feet LEAN CLAY (CL) - dark brown with calcareous nodules and trace gravel 4.5+ 10 tan with trace sand and gravel 4.5+ 83 48-18-30 12 4.5+ 11 5 4.5+ 12 966.9 FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 77 55-19-36 13 10 4.5+ 14 15 957.4 SHALE - gray X9544. 17-47-50/6" 13 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.18 Drilling Method: Continuous Flight Augers Log B-16 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72970' N Water Level Observations (feet) Date 8-17-22 While Drilling Not Observed Longitude -97.58313' W At Completion Not Observed N d p .2 z 3: O IL U 0 a m G1 y N .r o _E -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a N Q T 2 £ ' c wms Stratum Description Approximate Surface Elevation = 966.4 feet 5 10 15 964.4 952.9 FAT CLAY (CH) - dark brown with calcareous nodules and trace sand 4.5+ 88 54-22-32 13 LEAN CLAY (CL) - tan with trace sand tan and gray, blocky 4.5+ 8 4.5+ 89 42-14-28 10 1.9 115 4.5+ 13 4.5+ 24 SHALE - gray 30-50/4" 12 50/'/<" 16 Boring Terminated at Approbmately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.19 Drilling Method: Continuous Flight Augers Log B-17 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 8-18-22 While Drilling Not Observed Longitude -97.58247' W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 965.8 feet 5 10 15 /X 963.8 953.8 FAT CLAY (CH) - dark brown with sand and gravel 17-16-8 N=24 6 LEAN CLAY (CL) / FAT CLAY (CH) - tan and gray with sand and gravel and ferrous stains 4.5+ 70 50-17-33 14 1.2 108 12-17-20 N=37 12 18-16-14 N=30 16 15-20-18 N=38 12 SHALE - gray 50/6" 9 X9458. 8-26-50/1" 24 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.20 Drilling Method: Continuous Flight Augers Log B-18 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72967' N Water Level Observations (feet) Date 8-18-22 While Drilling Not Observed Longitude -97.58249' W At Completion Not Observed .p 0 d 3: O L) 0 a m o E=a N -0 a0 4) a W N O Zy o •y > � d a m _ LL-PL-PI = 0IL V y N 0 M oE d rn a •?j = o y Q CW -oN O O Q 0 a 0 D V End of Day Not Measured w a rn CL T d a. 1= > wms Stratum Description Approximate Surface Elevation = 956.0 feet 5 10 15 952.0 948.0 943.0 936.0 FAT CLAY (CH) - dark brown with sand and gravel 4.5+ 11 4.5+ 11 LEAN CLAY (CL) - tan with sand and trace gravel and ferrous stains 10-11-15 N=26 73 38-16-22 8 7-28-38 N=66 12 WEATHERED LIMESTONE - tan with ferrous stains 50/2" 11 LIMESTONE - tan gray 50P/z' 50/'/4' 11 50/<'/4' 50/<'/4' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.2 .1 1 Log B-19 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72913' N Water Level Observations (feet) Date 8-17-22 while Drilling Not Observed Longitude -97.58314' W At Completion Not Observed d p .2 z 0 O IL U 0 a m y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m 0 w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a N T d £ c > wms Stratum Description Approximate Surface Elevation = 959.4 feet 5 10 15 957.9 945.4 939.4 FAT CLAY (CH) - dark brown with calcareous nodules and gravel 4.5+ 10 LEAN CLAY (CL) - tan with trace sand and gravel and ferrous stains calcareous deposits ferrous stains 4.5+ 11 4.5+ 11 4.5+ 88 31-15-16 13 0.0 107 4.5+ 15 113 4,600 SHALE - gray 50/3" 15 50/'/d' 19 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.22 Drilling Method: Continuous Flight Augers Log B-20 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72858' N Water Level Observations (feet) Date 8-17-22 While Drilling Not Observed Longitude -97.58380' W At Completion Not Observed N d p .2 z 0 d O IL U 0 a m G1 y N .r o _E N -0 a0 4) a W N O Z = o .y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o .� = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E Na. CL T d 1= c > wms Stratum Description Approximate Surface Elevation = 968.5 feet 510 10 15 962.5 955.0 948.5 FAT CLAY (CH) - dark brown with calcareous nodules and trace sand tan with calcareous deposits and ferrous stains 4.5+ 92 57-24-33 10 4.5+ 8 4.5+ 12 GRAVELLY LEAN CLAY (CL) - tan and gray with ferrous stains 4.5+ 23 4.5+ 63 46-17-29 13 SHALE - gray 25-50/6" 15 35-50/5" 13 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.23 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-21 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-17-22 E , Longitude At Completion Not Observed -97.58379' W N G1 N d w = o .� y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 .y > y N = O Q 0 wms Approximate Surface Elevation = 961.4 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules and gravel 4.5+ 8 tan with calcareous deposits, ferrous stains, and gravel 4.5+ 6 957.4 LEAN CLAY (CL) - tan and gray with calcareous deposits and ferrous stains 5 3.50 12 4.5+ 95 41-17-24 20 0.7 103 4.5+ 10 10 gray 'IX 8-26-36 22 N=62 15 943.4 SHALE - gray 16-36-50/5" 19 941.4 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.24 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-22 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72748' N 8-19-22 E Longitude At Completion Not Observed -97.58444' W N 0 w = o .� y Q C End of Day Not Measured a T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 .y > y N = O Q 0 wms Approximate Surface Elevation = 975.0 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules and gravel 4.5+ 11 tan with weathered limestone fragments 26-28-15 3 N=43 5 8-10-11 11 N=21 9-10-24 9 N=34 967.0 LEAN CLAY (CL) / FAT CLAY (CH) - tan and gray with gravel, trace sand and ferrous stains 4.5+ 76 50-16-34 17 10 4.50 24 15 957.0 SHALE - gray 50/6" 88 43-16-27 14 955.0 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.25 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-23 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E 1I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72692' N 8-19-22 Longitude At Completion Not Observed -97.58444' W N 0— = a •G) y Q C End of Day Not Measured O T c d p .2 IL L) y N .r O Z •� y •_ J 0 V -oO w d Stratum Description z o �_ = o a o 0 y O Q w Approximate Surface Elevation = 993.6 feet ms O a m a0 4) a W � d a m LL-PL-PI 0 M rn o a 0 D V FAT CLAY (CH) - tan with weathered limestone fragments 11-21-35 3 N=56 989.6 WEATHERED LIMESTONE - tan 50/1" 50/'/d' 4 988.E 5 FAT CLAY (CH) - tan and gray with ferrous stains 5-31-27 22 N=58 10-14-16 N=30 98 78-28-50 26 10 35-15-15 18 N=30 15 976.1 SHALE - gray 35-50/6" 15 973.6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.26 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-24 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72693' N 8-19-22 E Longitude At Completion Not Observed -97.58381 ° W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 986.5 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules 4.5+ 8 tan with weathered limestone fragments and calcareous deposits 7-10-12 7 N=22 5 chalky 9-9-8 N=17 7 980.5 LEAN CLAY (CL) - tan and gray with ferrous stains and trace sand 4.00 92 45-14-31 15 1.2 108 4.5+ 13 10 4.5+ 21 15 970.5 FAT CLAY (CH) - tan and gray with ferrous stains 4.5+ 99 67-25-42 26 966.5 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.27 Drilling Method: Continuous Flight Augers Log B-25 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72692' N Water Level Observations (feet) Date 8-19-22 While Drilling Not Observed Longitude -97.58314' W At Completion Not Observed d p .2 � z s 3: O IL L) 0 a m y N .r o f 5a�6, a tY O Z = o � d a m .Q y •_ a J LL-PL-PI = V a+ 0 M o — 3 to a •G) E- o y Q -oO 4) C Q a 0 D V End of Day Not Measured04 w a T d c wm Stratum Description Approximate Surface Elevation = 988.3 feet 5 10 15 980.3 968.3 FAT CLAY (CH) - dark brown with white chalky deposits and trace gravel X986.3 14-50/6" 4 WEATHERED LIMESTONE - tan 50/2" 50/1" 10 FAT CLAY (CH) - tan and gray with ferrous stains and trace sand 5-8-11 N=19 21 4.50 91 55-18-37 16 10-15-21 N=36 17 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.28 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-26 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72750' N 8-19-22 Longitude At Completion Not Observed -97.58309' W N N d w = a •G) y Q C End of Day Not Measured04 O o. T 0 d p :�. li L) y N .r O 6 Z .Q y •_ J 0 L) ?j O a W w d Stratum Description z o �_ = o a o E 4) U) £ > 0 O N '0 •y > N = rn w Approximate Surface Elevation = 976.9 feet m s O a m a�i a�6i a0: tyu �' a m LL-PL-PI 0 M d 3 rn o C> a o D V FAT CLAY (CH) - dark brown with sand, calcareous nodules and trace gravel 4.5+ 80 59-23-36 8 4.5+ 5 tan with weathered limestone seams and trace gravel 11-17-21 6 5 N=38 12-8-24 6 N=32 tan and gray with gravel seams and ferrous stains 7-6-5 16 N=11 10 blocky 4.5+ 92 52-17-35 16 15 958.9 SHALE - gray 30-50/6" 12 956.9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. A Driller: CoreCo USA Plate A.29 Drilling Method: Continuous Flight Augers Log B-27 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72857' N Water Level Observations (feet) Date 8-17-22 While Drilling Not Observed Longitude -97.58312' W At Completion Not Observed N d p .2 z 0 d O IL L) 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w •� y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 1= a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 954.9 feet 5 10 15 942.9 938.9 934.9 FAT CLAY (CH) / LEAN CLAY (CL) - dark brown with gravel, calcareous nodules and trace sand tan with gravel and ferrous stains tan and gray with gravel and ferrous stains 4.5+ 14 4.5+ 70 50-16-34 9 0.0 100 4.5+ 7 123 32,800 4.5+ 15 6-38-35 N=73 9 WEATHERED LIMESTONE - gray, blocky 50/2" 11 LIMESTONE - gray 50/'/4' 50/<'/4' 8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.30 Drilling Method: Continuous Flight Augers Log B-28 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 8-19-22 While Drilling Not Observed Longitude -97.58247' W At Completion Not Observed N d p .2 z 0 d 3: O IL L) 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 947.4 feet 5 10 15 939.4 FAT CLAY (CH) - dark brown with sand and trace gravel - tan with weathered limestone fragments, sand, and gravel 4.5+ 13 4.5+ 73 57-17-40 11 26-14-8 N=22 6 12-13-30 N=43 10 LIMESTONE - tan gray 50/'/4' 50/'/4' 8 50P/d 50/<%" 8 =1101927.4 50/<'/4' 50/<'/4' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.3 .1 1 Log B-29 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72969' N Water Level Observations (feet) Date 8-19-22 while Drilling Not Observed Longitude -97.58182' W At Completion Not Observed N d p .2 � z 0 d ms 3: O IL U 0 a m G1 y N .r o f N -0 5a�6, a e: N O Z = o •y > rsd a m d w •� y •_ a J LL-PL-PI = 0 V a+ N 0 M o — d 3 to o •G) E- = o y Q C -oO 4) 0 C Q a D V End of Day Not Measured w a E N CL T d 1= rn c w Stratum Description Approximate Surface Elevation = 945.7 feet 5 10 15 /X 937.7 925.7 LEAN CLAY (CL) - tan with sand and trace gravel 10-13-17 N=30 10 18-22-25 N=47 73 41-18-23 8 15-12-10 N=22 10 11-26-50/5" 14 LIMESTONE - tan gray 50/1" 50/'/4' 7 50/3/4' 50/<'%" 7 50/'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.32 Drilling Method: Continuous Flight Augers Log B-30 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E c Boring Location Latitude 32.729120 N Water Level Observations (feet) Date 8-26-22 While Drilling Not Observed Longitude -97.581830 W At Completion Not Observed N c >.2 z d d '� s 3: O a r, o a to L � w £ o �_ d '5 m Q a IY o N o Z �e j M D a rn d w a .- E a J LL-PL-PI w C o v V! G M o _ —y 3 N s d = �` o y Q C 6 0 cvi Q U E c o D V End of Day Not Measured a -6 E to d T a E c ;� w Stratum Description Approximate Surface Elevation = 942.1 feet 5 10 15 934.1 FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 23 4.5+ 65 58-20-38 16 15-12-21 N=33 19-18-26 N=44 8 LIMESTONE - tan gray 50/'/i' 50/'/4' 6 50/%" 50/'/4' 6 50/'/<" 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.33 Log Project No. Walsh Ranch PA5 B-31 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72857' N 8-26-22 E , z Longitude At Completion Not Observed -97.58183' W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 rn w Approximate Surface Elevation = 956.1 feet ms 3: O a m a0i 4) a W � d a m LL-PL-PI 0 M d rn o a o D V LEAN CLAY (CL) - tan with trace sand and gravel 4.5+ 25 4.5+ 75 43-14-29 8 4.5+ 9 5 4.5+ 83 47-14-33 10 1.4 111 4.5+ 14 113 5,000 10 944.1 FAT CLAY (CH) - tan and gray with sand and trace gravel 4.5+ 76 67-21-46 23 15 939.1 LIMESTONE - gray 50/'/2' 11 936.1 50/<'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.34 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-32 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72803' N 8-26-22 Longitude At Completion Not Observed -97.58249' W N N N d w = a •G) y Q C End of Day Not Measured a CL T c d p .2 IL L) y N .r O Z •� y •_ J 0 V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 969.9 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - dark brown 4.5+ 29 tan with trace sand and gravel 4.5+ 82 63-19-44 13 4.5+ 17 5 4.5+ 10 tan and gray, shaley with trace sand 4.5+ 24 10 4.5+ 90 57-16-41 19 15 952.9 LIMESTONE - gray with shale seams 50/1" 13 949.9 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.35 Drilling Method: Continuous Flight Augers Log B-33 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.72747' N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.58249' W At Completion Not Observed N d p .2 � z s 3: O IL L) 0 a m N y N .r o f 0-0 a5i a�6, a0: N O Z = o •y > rs d a m d w .Q y •_ a J LL-PL-PI = 0 V a+ N 0 M o — d 3 to a •G) E- = o y Q C -oO 4) 0 C Q a 0 D V End of Day Not Measured w a E rn CL T d 1= c wm Stratum Description Approximate Surface Elevation = 985.7 feet 5 10 15 981.7 968.7 965.7 FAT CLAY (CH) - dark brown tan with weathered limestone fragments 4-7-5 N=12 9-14-50/4" LIMESTONE - tan 50/1'/4' 50/3/4' 50/'/4' 50/'/Z' 50/'/z' 50/<%" SHALE - gray 50/1'/4" 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.36 Drilling Method: Continuous Flight Augers Log B-34 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E Boring Location Latitude 32.726930 N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.582460 W At Completion Not Observed N >.o m 3: O a to L £�E oa a 5 m m a IY N Zc N> MA a rn d w Ea LL-PL-PI C °o a M N 3 m �` o y Q C vi accEd V£ c o D 0 End of Day Not Measured aG 41 T N W Stratum Description Approximate Surface Elevation = 1000.3 feet 5 10 15 996.3 980.3 FAT CLAY (CH) - dark brown tan with weathered limestone fragments 6-11-15 N=26 11-12-18 N=30 LIMESTONE - tan i 50/3/4' 50/3/4' 50/'/i' 50/<'/4' 50/<%" 50/'/4' 50/<'/4' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.37 Log B-35 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72638' N Water Level Observations (feet) Date 8-19-22 while Drilling Not Observed Longitude -97.58289' W At Completion Not Observed N d p .2 z 0 d ms 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a I» d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q U c 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= y c > w Description Approximate Surface Elevation = 1003.2 feet 5-15LIMESTONE 10 15 001. 999.2 983.2 LEAN CLAY (CL) - tan with weathered limestone fragments 10-11-34 N=45 3 WEATHERED LIMESTONE - tan 14-19-50/5" 9 - tan gray 50/'/4' 50/'/4' 7 50/'/i' 50/'/4' 7 50/'/4' 50/'/4' 8 50/<'/4' 50/<'/4' 20 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.38 Drilling Method: Continuous Flight Augers Log B-36 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72639' N Water Level Observations (feet) Date 8-27-22 while Drilling Not Observed Longitude -97.58224' W At Completion Not Observed N d p .2 z 0 d O IL U 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o .y > � d a m d w •� y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o .� = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 1008.3 feet 5 10 15 002. 998.3 988.3 LEAN CLAY (CL) - tan with weathered limestone fragments -sandy 4.5+ 16 11-14-12 N=26 5 15-16-20 N=36 74 32-11-21 6 WEATHERED LIMESTONE - tan 25-50/3" 50/3" 6 LIMESTONE - tan gray 50/3/4' 50/'/4' 50/'/4' 50/<'/4' 8 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.39 Drilling Method: Continuous Flight Augers Log B-37 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72693' N Water Level Observations (feet) Date 8-27-22 while Drilling Not Observed Longitude -97.58184' W At Completion Not Observed d p .2 z 0 d 3: O IL U 0 a m y N .r o �_ N -0 a0 4) a W O Z = o .y > � d a I» .Q y •_ a J LL-PL-PI = V y N 0 M o d rn o04 .� = o y Q -oO O Q U c 0 D V End of Day Not Measured w a E N T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 994.1 feet 5 10 15 990.1 974.1 LEAN CLAY (CL) - tan with weathered limestone fragments and gravel 1.50 20-18-24 N=42 LIMESTONE - tan gray 50/'/2' 50/'/4' 50/'/4' 50/'/4' 50/'/2 50/'/4' 50/'/2' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.40 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-38 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72747' N 8-26-22 E Longitude At Completion Not Observed -97.58183' W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 rn w Approximate Surface Elevation = 978.9 feet ms 3: O a m a0i 4) a W � d a m LL-PL-PI 0 M d rn o a o D V LEAN CLAY (CL) - tan with weathered limestone fragments and gravel 4.5+ 25 24-19-16 4 N=35 5 4.5+ 7 sandy with gravel 4.5+ 66 36-15-21 7 16 10 10-11-20 18 N=31 15 960.9 FAT CLAY (CH) - gray, shaley 4.5+ 95 54-17-37 16 958.9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.41 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-39 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-26-22 Longitude At Completion Not Observed -97.58183' W N N d w = a •G) y Q C End of Day Not Measured04 O o. T 0 d p :�. li L) y N .r 6 O Z •� y •_ J 0 L) ?j O a W w d Stratum Description z o �_ = o a o E 4) U) £ > 0 O N '0 •y > N = rn w Approximate Surface Elevation = 966.9 feet m s 3: O a m a�i a�6i a tY tyu �' a m LL-PL-PI 0 M d 3 rn o C> a o D V FAT CLAY (CH) - tan with trace sand and gravel 4.5+ 90 51-18-33 22 4.5+ 5 weathered limestone fragments 16-10-10 5 5 N=20 4.5+ 9 sandy with trace gravel 4.00 73 58-17-41 17 0.9 106 10 4.5+ 20 15 949.9 LIMESTONE - gray 50/3/4' 8 946.9 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.42 Drilling Method: Continuous Flight Augers Log B-40 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.72748' N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.58119' W At Completion Not Observed N d p .2 � z s 3: O IL L) a m G1 y N .r o f a5i a�6, a tY N O Z = o rs d a m d w .Q y •_ a J LL-PL-PI = 0 V a+ 0 M o — 3 to a •G) E- o y Q C -oO 4) C Q a 0 D V End of Day Not Measured w a Q T d CL ' c (a0 wm Stratum Description Approximate Surface Elevation = 985.6 feet 5 10 15 981.6 972.6 967.6 965.6 WEATHERED LIMESTONE - tan TIX 11-17-50/5" 9 50/21/2" 10 LIMESTONE - tan 50/'/2' 50/<'%" 8 50/'/i' 50/'/d' 8 FAT CLAY (CH) - tan with trace sand and gravel 4.5+ 81 68-22-46 17 SHALE - gray 18-50/3" 11 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.43 Drilling Method: Continuous Flight Augers Log B-41 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72693' N Water Level Observations (feet) Date 8-27-22 while Drilling Not Observed Longitude -97.58120' W At Completion Not Observed 0 d p .2 z 0 d ms 3: O IL U 0 a m y y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a I» d .y. •� y •_ a J LL-PL-PI C C V y N 0 M o d 3 rn 0. •G) = o y Q C -oO O Q U 1= C o D V End of Day Not Measured w a E N Q T d 0.Stratum 1= -+ c > w Description Approximate Surface Elevation = 999.0 feet 5 10 15 997.0 979.0 WEATHERED LIMESTONE - tan 10-50/4" LIMESTONE - tan tan and gray 50/'/2' 50/'/d' 50/'/d' 50/'/Z' 50/1'/z' 50/<'/4' 50/<'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.44 Log B-42 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72639' N Water Level Observations (feet) Date 8-27-22 while Drilling Not Observed Longitude -97.58161 ° W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 1006.9 feet 5 10 15 002. 998.9 986.9 LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone fragments 4.5+ 10 4.5+ 54 34-16-18 7 WEATHERED LIMESTONE - tan 25-50/3" 3 50/3" 11 LIMESTONE - tan gray 50/'/i' 50/'/4' 5 50/'/4' 50/'/4' 9 50/'/2' 50/<'/4' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.45 Drilling Method: Continuous Flight Augers Log B-43 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E Boring Location Latitude 32.725850 N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.581590 W At Completion Not Observed N o >.2 z N y �s 3.0 a v F a to L � w £ o a 5 mm a IY N o Z �e N> and a rn d 0 � 'E �,E Q J LL-PL-PI C ° v N a M �_ N ; N d = �` o y Q C 6 0 cvi 0. V co D V End of Day Not Measured a G -5 E d T a y c ;� d w Stratum Description Approximate Surface Elevation = 1009.3 feet 5 10 15 005. CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments 5-6-11 N=17 12-14-20 N =34 28 35-16-19 6 LIMESTONE - tan gray 50/1'/<" 50/'/i' 50/3/<" 50/'/4' 50/1" 50/3/4' 50/'/z' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.46 Log B-44 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72582' N Water Level Observations (feet) Date 8-29-22 While Drilling Not Observed Longitude -97.58094' W At Completion Not Observed d p .2 z ms 3: O IL L) 0 a m y N .r o �_ a0 4) a W N O Z = o � d a m 0- .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a 0 D V End of Day Not Measured w a T d c w Stratum Description Approximate Surface Elevation = 998.8 feet 5 10 15 996.8 994.8 978.8 CLAYEY SAND (SC) / SANDY LEAN C;AY (CL) - tan with weathered limestone fragments and gravel 4.5+ 50 42-24-18 16 CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments 15-50/3" 17 4 LIMESTONE - tan 50/'/2' 50/'/4' 7 50/'/i' 50/<'/4' 9 50/'/4' 50/'/4' 9 50/'/4' 50/<'/4' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries are approximate, in situ, transitions may be gradual. Driller: CoreCo USA Plate A.47 Drilling Method: Continuous Flight Augers Log B-45 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E N G E E 1I N G Boring Location Latitude 32.72639' N Water Level Observations (feet) Date 8-29-22 while Drilling Not Observed Longitude -97.58095' W At Completion Not Observed N � .2 z m s 3: O U O a m G1 a+ o f N '6 4) 4) a W N Z = o •y > d a m d w w •_ a J LL-PL-PI = 0 5 — N 0 M o — d 3 rn a E- = o y Q C 4) 0 Q C> a o D V End of Day Not Measured w G E N Q rn C w Stratum Description Approximate Surface Elevation = 1004.1 feet 5 10 15 002. 000. 994.1 984.1 CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel 4-6-16 N=22 CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments 16-20-50/2" WEATHERED LIMESTONE - tan 50/'/4' 50/'/2' 50/1'/2" 50/'/d' LIMESTONE - tan 50P/z' 50/'/4' 50/<'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.48 Drilling Method: Continuous Flight Augers Log B-46 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E c Boring Location Latitude 32.726920 N Water Level Observations (feet) Date 8-29-22 While Drilling Not Observed Longitude -97.580540 W At Completion Not Observed to o �s 3: O o a to L E � oa _ ma)i a IY N Zo �E co FA d a rn d w LL-FL-PI C °o , 7V c M o _ 3 N °� �` o y Q C ac cvi Q co D v End of Day Not Measured sQ °~ a a1 T N W Stratum Description Approximate Surface Elevation = 995.3 feet 5 10 15 991.3 986.3 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments, sand and ferrous stains 36 41-23-18 12 4-12-16 N=28 10 WEATHERED LIMESTONE - tan 50/1'/2' 50/2'/4' 8 LIMESTONE - tan 50/'Y2" 50/'/4' 4 50/3/" 50/'/4' 7 '975.3 50/'/4' 50/''/i' 12 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.49 Log B-47 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.72692' N Water Level Observations (feet) Date 10-11-22 while Drilling Not Observed Longitude -97.57989' W At Completion Not Observed N d p .2 z ms 3: O IL L) 0 a m G1 y N .r o �_ 04) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a o D V End of Day Not Measured w a Q T d CL rn ' c (aStratum w Description Approximate Surface Elevation = 976.5 feet 5 10 15 963.5 958.5 956.5 WEATHERED LIMESTONE - tan 9-50/41/2" 7 50/1 %" 50/1' 1/4 7 50/4" 50/31/4" 6 FAT CLAY (CH) - tan with shell seams 4.5+ 97 64-22-42 21 LIMESTONE - tan 50/'/2' 50/'/4' 21 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.50 Drilling Method: Continuous Flight Augers Log B-48 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72638' N Water Level Observations (feet) Date 10-11-22 while Drilling Not Observed Longitude -97.58032' W At Completion Not Observed N d p .2 z 0 d ms 3: O IL U 0 a m G1 y N .r o �_ N -0 a0i 4) a W N O Z = o •y > � d a I» d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q U c 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= rn c > w Description Approximate Surface Elevation = 991.9 feet 5 10 15 989.9 987.9 971.9 LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone fragments 2.50 Imp WEATHERED LIMESTONE - tan 50/2" LIMESTONE - tan tan and gray gray 50/'/4' 50 /'/2' 50/'/4' 50/3/4' 50/'/4' � 50/'/2' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.5 .1 1 Log B-49 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72582' N Water Level Observations (feet) Date 10-11-22 while Drilling Not Observed Longitude -97.58025' W At Completion Not Observed N d p .2 z ms 3: O IL L) 0 a m G1 y N .r o �_ a0 4) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a 0 D V End of Day Not Measured w a Q T d ' c w Stratum Description Approximate Surface Elevation = 985.5 feet 5 10 15 981.5 972.5 966.5 965.5 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments, sand and ferrous stains 4.5+ 20 5-11-50/3" 27 31-21-10 7 LIMESTONE - tan 50/1" 50/'/2' 6 50/'/4' 50/<'/4' 6 SANDY FAT CLAY (CH) - tan with weathered limestone seams 4.5+ 16 0 LIMESTONE - gray 50/'/4' 50/<'/4' 10 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.52 Drilling Method: Continuous Flight Augers Log B-50 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72583' N Water Level Observations (feet) Date 9-16-22 while Drilling Not Observed Longitude -97.57965' W At Completion Not Observed N d p .2 z ms O IL L) 0 a m G1 y N .r o �_ a0 4) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a 0 D V End of Day Not Measured w a Q T d ' c w Stratum Description Approximate Surface Elevation = 973.4 feet 5 10 15 971.4 965.4 953.4 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 4.5+ 18 WEATHERED LIMESTONE - tan 50/11/4" 50/1" 8 FAT CLAY (CH) - tan trace sand and gravel 3.50 98 76-24-52 24 3.7 97 4.5+ 25 4.5+ 86 51-15-36 16 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.53 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-51 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72545' N 10-12-22 E Longitude At Completion Not Observed -97.57921 ° W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 y w Approximate Surface Elevation = 966.6 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V SANDY FAT CLAY (CH) - tan with weathered limestone fragments and trace gravel 4.5+ 63 60-20-40 11 962.6 WEATHERED LIMESTONE - tan 50/25" 50/26" 4 961.E 5 LEAN CLAY (CL) - tan and gray with weathered limestone seams, ferrous stains, and trace sand and 8-6-5 8 gravel N=11 5-5-7 N=12 4.5+ 87 46-13-33 16 10 953.6 FAT CLAY (CH) - tan with sand and shell seams 3.50 21 15 4.5+ 73 60-18-42 15 946.6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.54 Drilling Method: Continuous Flight Augers Log B-52 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E 1I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72582' N 10-12-22 Longitude -97.57900' W At Completion Not Observed N d p .2 z 0 d 3: O IL L) 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 959.1 feet FAT CLAY (CH) - tan with gravel and trace sand 4.5+ 18 2.50 65 58-20-38 14 5.5 92 3.25 24 5 tan with weathered limestone seams 4.5+ 96 65-17-48 23 4.5+ 19 10 946.1 WEATHERED LIMESTONE - tan 50/1" 50/1" 12 15 943.1 LIMESTONE - gray 939.1 50/3/4' 50/'/2' 10 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.55 Drilling Method: Continuous Flight Augers Log B-53 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72638' N Water Level Observations (feet) Date 10-12-22 while Drilling Not Observed Longitude -97.57962' W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V i+ N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 972.2 feet 5 10 15 970.2 964.2 952.2 FAT CLAY (CH) - tan with gravel and trace sand 4.5+ WEATHERED LIMESTONE - tan 50/1" 50/3/4' LIMESTONE - tan - gray tan and gray 50/3/4' 50/'/Z' 50/3/4' 50/3/4' 50/'/2' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.56 Drilling Method: Continuous Flight Augers Log B-54 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72637' N 10-12-22 Longitude -97.57901 ° W At Completion Not Observed N d p .2 z ms 3: O IL L) 0 a m G1 y N .r o �_ 04) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a o D V End of Day Not Measured w a Q T d rn ' c w Stratum Description Approximate Surface Elevation = 956.6 feet FAT CLAY (CH) / LEAN CLAY (CH) - tan with sand 4.5+ 13 2.50 77 50-16-34 18 3.00 19 5 2.00 13 - sandy and gravely 2.50 57 50-18-32 15 0.8 103 10 943.6 LIMESTONE - gray S 50/1" 50/1" 7 15 936.6 50/1" 50/'/d' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.57 Drilling Method: Continuous Flight Augers Log B-55 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72692' N Water Level Observations (feet) Date 9-16-22 while Drilling Not Observed Longitude -97.57924' W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a I» d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q U c 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 959.2 feet 5 10 15 951.2 939.2 LEAN CLAY (CL) - tan with trace sand - tan weathered limestone seams 4.5+ 17 4.5+ 89 49-16-33 10 6.6 119 4.5+ 10 4.5+ 12 LIMESTONE - gray 50/1" 50/1" 15 50/1" 50/1" 10 50/3/<" 50/'/2' 10 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.58 Drilling Method: Continuous Flight Augers Log B-56 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.72748' N Water Level Observations (feet) Date 8-29-22 While Drilling Not Observed Longitude -97.58053' W At Completion Not Observed N d p .2 z ms 3: O IL U 0 a m G1 y N .r o �_ a0 4) a W N O Z = o � d a m d w •� y •_ a J LL-PL-PI = 0 V y 0 M o rn o •G) o y Q C -oO O Q a 0 D V End of Day Not Measured w a Q T d CL y ' c (aStratum w Description Approximate Surface Elevation = 991.1 feet 5 10 15 989.1 987.1 971.1 CLAYEY SAND (SC) - tan with gravel and ferrous stains 4-6-6 N=12 48 29-18-11 10 WEATHERED LIMESTONE - tan LIMESTONE - tan gray 50/'/2' 50/'/4' 9 50/'/4 50/<'/4' 8 50/'/i' 50/<'%" 7 50/3/4' 50/'/2' 17 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.59 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-57 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 8-26-22 E , Longitude At Completion Not Observed -97.58119' W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 rn w Approximate Surface Elevation = 974.4 feet ms 3: O a m a0i 4) a W � d a m LL-PL-PI 0 M d rn o a o D V LEAN CLAY (CL) - tan with trace sand 3.50 23 weathered limestone fragments and trace sand 4.5+ 7 5 9-12-13 4 N=25 10-11-15 14 N=26 4.5+ 85 39-13-26 11 10 4.5+ 21 15 955.4 CLAYEY GRAVEL (GC) -gray �X954.4 19-50/4" 33 54-17-37 8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.60 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-58 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72857' N 8-26-22 Longitude At Completion Not Observed -97.58120' W N G1 N d w = a •G) y Q C End of Day Not Measured a CL T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w E d Stratum Description � z o f = o a o E- 4) rn 1= d 0 N '6 •y > a+ N — = 0 C Q w Approximate Surface Elevation = 965.3 feet ms O a m 5 Q a0: rs (' a m LL-PL-PI 0 M d 3 to o a 0 D V LEAN CLAY (CL) - tan with gravel and trace sand 4-4-5 N=9 24 11-11-12 12 N=23 5 — /x 10-11-13 N=24 67 46-17-29 11 0// 11-12-17 18 N=29 957.3 FAT CLAY (CH) - tan and gray with trace sand and gravel 4.5+ 20 10 4.5+ 86 57-21-36 17 15 gray, shaley 12-50/6" 16 945.3 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.6 .1 1 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-59 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72913' N 8-26-22 E Longitude At Completion Not Observed -97.58120' W N G1 N d w = o .� y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Stratum Description � z o f = o a o E- 4) N I= 0 d 0 N -0 .y > a+ N — = C Q 0 w Approximate Surface Elevation = 949.4 feet ms 3: O a m 5 Q a e: rs (' a m LL-PL-PI 0 M d 3 to o a 0 D V LEAN CLAY (CL) - tan with sand and trace gravel 5-4-6 20 /X N=10 8-9-10 13 /X N=19 5 5-5-10 20 N=15 13-14-17 22 N=31 4.00 77 45-12-33 15 10 gray with sand and trace gravel, shaley 31-32-37 N=69 72 40-12-28 10 15 931.4 LIMESTONE - gray 50/11/4" 6 929.4 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.62 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-60 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73023' N 8-19-22 E Longitude At Completion Not Observed -97.58182' W N G1 N d w = o .� y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N -0 .y > y N = O Q 0 y w Approximate Surface Elevation = 955.4 feet ms 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V LEAN CLAY (CL) - tan with sand, trace gravel, and ferrous stains 13-14-20 6 N=34 12-11-16 N=27 72 43-17-26 9 950.9 FAT CLAY (CH) - tan with trace sand and gravel 5 13-9-8 7 N=17 11-22-38 23 N=60 1.50 81 53-18-35 21 10 941.4 LIMESTONE - tan 50/1'/<" 10 50/'/d' 15 gray 50/11, 8 935.4 50/<1/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.63 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-61 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73077' N 8-18-22 E Longitude At Completion Not Observed -97.58247' W N N N d w = o .� y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N -0 .y > y N = O Q 0 wms Approximate Surface Elevation = 974.4 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V CLAYEY SAND (SC) / LEAN CLAY (CL) - dark brown tan, chalky with gravel 4.5+ 3 4.5+ 5 4.5+ 50 50-18-32 5 0.0 104 5 4.5+ 9 965.9 FAT CLAY (CH) - tan and gray with trace sand and ferrous stains 6-5-10 25 N=15 10 4.5+ 91 54-16-38 14 15 - gray 956.4 LIMESTONE - gray 50/<'/d' 11 954.4 50/<Yd' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.64 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-62 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73077' N 8-18-22 Longitude At Completion Not Observed -97.58314' W N 0- = a •G) y Q C End of Day Not Measured a T c d p .2 IL L) y N .r O Z •� y •_ J 0 V -oO w d Stratum Description z o �_ = o a o 0 y O Q w Approximate Surface Elevation = 977.6 feet ms O a m a0 4) a W � d a m LL-PL-PI 0 M rn o a 0 D V FAT CLAY (CH) - dark brown with calcareous nodules 3-12-16 5 N=28 tan with weathered limestone fragments silty with calcareous nodules and ferrous stains 9-10-12 9 N=22 5 4.5+ 9 tan and gray with trace sand and gravel 4.5+ 90 51-14-37 16 113 7,200 4.5+ 12 10 4.5+ 21 15 gray, silty with trace sand and gravel 13-14-45 N=59 88 52-15-37 14 957.6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.65 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-63 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 8-18-22 E Longitude At Completion Not Observed -97.58315' W N G1 N d w = o •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o N £ > 0 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 958.2 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V ZIP CLAYEY GRAVEL (GC) - dark brown X 3-10-8 10 N=18 tan with weathered limestone fragments 5-8-20 7 N=28 sandy with ferrous stains 5 4-5 36 42-13-29 6 2.1 115 4.5+ 11 950.2 LEAN CLAY (CL) - tan and gray with sand 15-27-50/4" 16 tan siltstone seam 10 4.5+ 77 33-13-20 8 15 gray 939.2 '938.2 LIMESTONE - gray 50/'/4' 16 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.66 Drilling Method: Continuous Flight Augers Log B-64 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.73133' N Water Level Observations (feet) Date 8-18-22 while Drilling Not Observed Longitude -97.58240' W At Completion Not Observed N d p .2 z 0 d O IL L) 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 963.6 feet 5 10 15 958.6 952.6 943.6 FAT CLAY (CH) - dark brown with calcareous nodules tan with ferrous stains and trace sand Shelby tube refusal 4.5+ 8 4.5+ 92 59-17-42 11 2.9 103 4.5+ 4 WEATHERED LIMESTONE - tan 17-50/4" 3 50/11, 7 LIMESTONE - gray 50P/d 50/<%" 6 50/<'/4' 50/<'/4' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.67 Drilling Method: Continuous Flight Augers Log B-65 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.73133' N Water Level Observations (feet) Date 8-18-22 while Drilling Not Observed Longitude -97.58234' W At Completion Not Observed d p .2 z ms O IL L) 0 a m y N .r o �_ 04) a W N O Z = o � d a m d w •� y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a o D V End of Day Not Measured w a T d rn c w Stratum Description Approximate Surface Elevation = 963.6 feet 5 10 15 950.6 946.E 943.E FAT CLAY (CH) - dark brown with calcareous nodules tan, silty with ferrous stains and calcareous deposits tan and gray with gravel and trace sand weathered limestone seam reddish tan 4.5+ 3 4.5+ 10 4.5+ 9 4.5+ 71 52-15-37 9 7.4 109 17-40-27 N=67 12 LIMESTONE - gray 50P/d' 50/'/d' 11 SHALE - gray 50/21/2" 50/1" 15 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.68 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-66 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.73078' N 8-18-22 Longitude At Completion Not Observed -97.58186' W N G1 N d w = a •G) y Q C End of Day Not Measured a CL T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 965.3 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - tan and gray with trace sand and gravel 13-7-8 N=15 86 54-17-37 9 - ferrous stains and calcareous deposits 8-11-14 11 N=25 7-24-27 14 5 N=51 21-17-23 15 N=40 12-19-16 14 N=35 10 952.3 CLAYEY SAND (SC) - tan with ferrous stains 3.50 47 49-14-35 10 15 • 3.25 28 945.3 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. A Driller: CoreCo USA Plate A.69 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-67 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 8-18-22 Longitude At Completion Not Observed -97.58184' W = a •G) y Q End of Day Not Measured04 a T c d p .2 IL L) y N .r O Z .Q y •_ J V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 964.8 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - tan with ferrous stains 5-3-4 6 N=7 15-22-23 9 N=45 tan and gray, blocky X14-13-11 12 5 N=24 50/6" 19 4.5+ 93 51-14-37 20 1.4 97 10 gray, shaley 18-27-42 12 N=69 15 946.8 SHALE - gray 50/2" 10 944.8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.70 Drilling Method: Continuous Flight Augers Log B-68 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.73187' N Water Level Observations (feet) Date 8-18-22 while Drilling Not Observed Longitude -97.58184' W At Completion Not Observed d p .2 z 0 d ms 3: O IL L) 0 a m y N .r o �_ N -0 a0i 4) a W O Z = o •y > � d a m .Q y •_ a J LL-PL-PI = V y N 0 M o d rn a •G) = o y Q -oO O Q 0 a o D V End of Day Not Measured04 w a E rn T d 0.Stratum 1= rn c > w Description Approximate Surface Elevation = 949.2 feet 5 10 15 X 943.2 937.2 929.2 FAT CLAY (CH) - tan with sand, gravel, and ferrous stains 7-8-11 N=19 62 55-15-40 1 6 1 13-10-7 N=17 6 5-5-5 N=10 13 0 GRAVELLY FAT CLAY (CH) - gray with sand weathered limestone seams 4-8-50/4" 55 63-18-45 13 X- 5-27-50/21/4" 20 LIMESTONE - gray 50/1" 50/<'%" 7 50/'/2' 50/<1/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.71 Log B-69 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73241 ° N Water Level Observations (feet) Date 9-21-22 while Drilling Not Observed Longitude -97.58183' W At Completion Not Observed N d p .2 z 0 ms 3: O IL U 0 a m G1 y N .r o �_ N -0 a0i 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a o D V End of Day Not Measured w a N Q T d £ rn ' c > w Stratum Description Approximate Surface Elevation = 927.3 feet 5 10 15 917.3 916.3 907.3 LEAN CLAY (CL) - dark brown tan with sand and weathered limestone fragments Shelby tube refusal at weathered limestone seam 4.5+ 12 4.5+ 72 49-16-33 10 4.5 119 4.5+ 15 4.5+ 17 33-25-33 N=58 5 WEATHERED LIMESTONE - tan LIMESTONE - gray 50/<%" 50/<%" 4 50/<'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.72 Drilling Method: Continuous Flight Augers Log B-70 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73297' N 9-21-22 E Longitude At Completion Not Observed -97.58118' W N d p .2 z 0 d 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 918.1 feet SILTY GRAVEL (GM) - tan 4.5+ 21 4.5+ 16 4.5+ 9 56-19-37 2 6.7 108 5 4.5+ 13 118 12,800 910.1 LEAN CLAY (CL) - tan with sand and gravel 4.5+ 61 30-15-15 9 10 905.1 LIMESTONE - gray 50/'/i' 50P/4' 6 15 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.73 Drilling Method: Continuous Flight Augers Log B-71 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73240' N 9-21-22 E Longitude At Completion Not Observed -97.58119' W N d p .2 z 0 ms O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a N Q T d £ y ' c > w Stratum Description Approximate Surface Elevation = 930.6 feet LEAN CLAY (CL) - dark brown with weathered limestone fragments, sand and trace gravel 4.5+ 67 46-18-28 13 -tan 4.5+ Shelby tube refusal at weathered limestone seam 5 14-10-10 N=20 8 /X 8-8-10 N=18 9 -sandy 10-10-13 N=23 79 47-18-29 3 10 918.6 WEATHERED LIMESTONE - tan 917.E LIMESTONE - gray 50/3/4' 50/'/4' 7 15 910.6 50/<'/4' 50/<1/4' 5 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.74 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-72 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73187' N 8-18-22 E Longitude At Completion Not Observed -97.58120' W N G1 N d w = o •G) y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum I= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 953.6 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V LEAN CLAY (CL) - dark brown 4.5+ 8 tan with ferrous stains 9-10-10 13 N=20 5 4.5+ 15 19-50/6" 15 -sandy 35-23-19 N=42 80 43-12-31 14 10 /X 941.6 FAT CLAY (CH) - gray, shaley 13-22-50/4" 96 60-21-39 18 15 937.6 LIMESTONE - gray 50/3/4' 9 933.6 50/<1/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.75 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-73 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 10-12-22 Longitude At Completion Not Observed -97.58119' W N G1 N d w = a •G) y Q C End of Day Not Measured ' a Q T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o 0 y O Q w Approximate Surface Elevation = 963.6 feet ms O a m a0 4) a W � d a m LL-PL-PI 0 M rn o a 0 D V LEAN CLAY (CL) - tan with sand and gravel 4.5+ 10 8 N=35 35 70 46-29-17 8 tan and gray with weathered limestone fragments, 5 sand and gravel X957.6 31-50/6" 8 FAT CLAY (CH) - tan and gray with trace gravel weathered limestone seam with shell fossils 50/6" 13 trace gravel 3.50 93 86-18-68 10 4.5+ 17 15 944.6 LIMESTONE - gray 50/11/4" 9 943.E 50/1" 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.76 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-74 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73078' N 10-12-22 Longitude At Completion Not Observed -97.58119' W N G1 N d w = a .� y Q C End of Day Not Measured ' a Q T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o �_ = o a o 0 y O Q rn w Approximate Surface Elevation = 955.3 feet ms O a m 04) a W � d a m LL-PL-PI 0 M rn o a o D V FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 4.5+ 12 4.5+ 5 4.5+ 86 71-23-48 13 5 tan and gray with weathered limestone seams 11-30-50/4" 35-46-30 N=76 10 weathered limestone seam with shell fossils 4.5+ 22 15 938.3 LIMESTONE - gray 50/11/4" 8 935.3 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.77 Drilling Method: Continuous Flight Augers Log B-75 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73023' N Water Level Observations (feet) Date 8-19-22 while Drilling Not Observed Longitude -97.58119' W At Completion Not Observed N d p .2 � z 0 s 3: O IL U 0 a m G1 y N .r o f N -0 a5i a�6, a e: N O Z = o •y > rs d a m d w .Q y •_ a J LL-PL-PI = 0 V a+ N 0 M o — d 3 to o •G) E- = o y Q C -oO 4) 0 C Q a 0 D V End of Day Not Measured w a N Q T d £ ' c wm Stratum Description Approximate Surface Elevation = 944.8 feet 5 942.8 939.8 934.8 FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 5-8-18 N=26 WEATHERED LIMESTONE - tan 50/6" LIMESTONE - tan - drill rig broken down 50/'/2' 50/<%" 50/'/d' 50/<'/4' 10 Boring Terminated at Approximately 10 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.78 Drilling Method: Continuous Flight Augers Log B-76 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.58054' W At Completion Not Observed d p .2 z 0 d ms 3: O IL U 0 a m y N .r o �_ N -0 a0i 4) a W O Z = o •y > � d a I» .Q y •_ a J LL-PL-PI = V y N 0 M o d rn o04 •G) = o y Q -oO O Q U c 0 D V End of Day Not Measured w a E N T d 0.Stratum 1= rn c > w Description Approximate Surface Elevation = 935.1 feet 5 10 15 933.1 931.1 915.1 FAT CLAY (CH) - tan with weathered limestone fragments and trace sand WEATHERED LIMESTONE - tan 33-50/2'/2" LIMESTONE - tan gray 50P/4' 50/'/2' 50/'/i' 50/<'/4' 50/'/2 50/'/4' 50/'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. A Driller: CoreCo USA Plate A.79 Drilling Method: Continuous Flight Augers Log B-77 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.73077' N Water Level Observations (feet) Date 8-27-22 While Drilling Not Observed Longitude -97.58055' W At Completion Not Observed N .p ms 3: O L) 0 a m o E=a 04) a W NG1 O Zy o � d a m _ LL-PL-PI = 0IL V y 0 M o rn a •?j o y Q CW -oN O O Q a o D V End of Day Not Measured wT a Q d rn ' w Stratum Description Approximate Surface Elevation = 946.2 feet 5 10 15 941.2 938.2 FAT CLAY (CH) - tan with weathered limestone fragments and trace sand - tan and gray 4.5+ 7-6-6 N=12 4.5+ WEATHERED LIMESTONE - tan LIMESTONE - tan gray 50/'/i' 50/'/Z' 50/'/d' 50/<%" =1101926.2 50/'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.80 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-78 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E 1I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73130' N 8-27-22 Longitude At Completion Not Observed -97.58054' W = a •G) y Q End of Day Not Measured04 a T c d p .2 IL L) y N .r O Z •� y •_ J V -oO w E d Description z o �_ = o a o rn 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 rn w Approximate Surface Elevation = 954.8 feet ms 3: O a m a0 4) a W tyu d a m LL-PL-PI 0 M d rn o a 0 D V CLAYEY GRAVEL (GC) - tan with trace sand 4.5+ 25 59-21-38 8 952.8 FAT CLAY (CH) - tan and gray with trace sand 4.5+ 15 4.5+ 93 64-19-45 11 5.2 103 5 4.5+ 13 4.5+ 25 10 941.8 WEATHERED LIMESTONE - tan '939.8 50/1" 12 50/3/d' 15 LIMESTONE -tan 50/'/2' 8 934.8 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.81.1 Drilling Method: Continuous Flight Augers Log B-79 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R N E E Iv G E E a l lv tz Boring Location Latitude 32.731880 N Water Level Observations (feet) Date 10-12-22 While Drilling Not Observed Longitude -97.580550 W At Completion Not Observed N c >.2 z d d '� s 3: O a r, o a to L � w £ o �_ d 5 m Q a IY o N o Z �_ a N j d a rn d w a .- E a J LL-PL-PI w C o v N c M o _ N 3 N s d = �` o y Q C 6 0 cvi Q 0 E c o D v End of Day Not Measured a GI -6 E rn d >a, a 1= c ;� > w Stratum Description Approximate Surface Elevation = 953.6 feet 5 10 15LIMESTONE 945.6 933.E FAT CLAY (CH) - tan with weathered limestone fragments and trace sand and gravel 4.5+ 6 4.5+ 86 70-15-55 11 3.7 105 4.5+ 8 14-11-19 N=30 15 1'938.6 WEATHERED LIMESTONE - tan 50/6" 8 50/4" 50/3" 11 - gray 50/'/z' 50/'/d' 9 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.82 Log B-80 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E Boring Location Latitude 32.732400 N Water Level Observations (feet) Date 9-21-22 While Drilling Not Observed Longitude -97.580540 W At Completion Not Observed N >.o md d 3: O o to L E & oa _ f m o) a IY CV Zc �E j d a rn d w E-6 LL-PL-PI C °o M o_ N o y Q C vQi UaccEW c o D V End of Day Not Measured Qa7 n a1 T E N > Stratum Description Approximate Surface Elevation = 936.0 feet 5 10 15 932.0 916.0 WEATHERED LIMESTONE - tan 50/2" LIMESTONE - tan gray 50/<Y<" 50/<Yd' 50/<'/d' 50/<'/d' 50/<'/d' 50/<'/d' 50/'/d' 50/'/d' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.83 Log B-81 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E R I N G Boring Location Latitude 32.73297' N Water Level Observations (feet) Date 9-21-22 while Drilling Not Observed Longitude -97.58054' W At Completion Not Observed d p .2 z 0 d 3: O IL L) 0 a m y N .r o �_ N -0 a0 4) a W O Z = o •y > � d a m •� y •_ a J LL-PL-PI = V y N 0 M o d rn a •G) = o y Q -oO O Q 0 a 0 D V End of Day Not Measured04 w a E rn T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 915.4 feet 5 10 15 906.4 895.4 FAT CLAY (CH) - tan with weathered limestone fragments and trace sand and gravel 4.5+ 15 4.5+ 87 54-22-32 14 5.2 106 4.5+ 5 38-18-22 N=40 7 LIMESTONE - tan gray 50/3/4' 50/'/Z' 7 50/'/d' 50/<'/4' 5 50/<'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.84 Drilling Method: Continuous Flight Augers Log B-82 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73296' N 9-21-22 Longitude -97.57991 ° W At Completion Not Observed N d p .2 z ms O IL L) 0 a m G1 y N .r o �_ 04) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn a •G) o y Q C -oO O Q a o D V End of Day Not Measured w a Q T d rn ' c w Stratum Description Approximate Surface Elevation = 912.3 feet FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 4.5+ 20 4.5+ 13 4.5+ 88 51-17-34 13 0.2 99 5 4.5+ 14 4.5+ 89 52-17-35 18 10 899.3 LIMESTONE - gray 50/'/z' 50/'/4' 6 15 892.3 50/'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.85 Drilling Method: Continuous Flight Augers Log B-83 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73241' N Water Level Observations (feet) Date 9-21-22 while Drilling Not Observed Longitude -97.57992' W At Completion Not Observed N d p .2 z 0 d ms 3: O IL U 0 a m G1 y N .r o _E N -0 a0i 4) a W o N O Z = o •y > � d a I» d w .Q y •_ a J LL-PL-PI = C 0 V y N 0 M o d rn 0. s •G) = o y Q C -oO O Q U c 0 D V End of Day Not Measured w a E Na. CL T d 1= rn c > w Stratum Description Approximate Surface Elevation = 935.2 feet 5 10 15 • • • • 931.2 915.2 GRAVEL - tan with weathered limestone fragments 4.5+ 3 37-18-19 3 28-43-44 N=87 LIMESTONE - tan gray 50/3/4' 50/'/4' 50/'/i' 50/<'/4' 50/'/4' 50/'/4' 50/'/2' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.86 Drilling Method: Continuous Flight Augers Log B-84 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.73186' N Water Level Observations (feet) Date 9-22-22 while Drilling Not Observed Longitude -97.57990' W At Completion Not Observed N d p .2 z 0 d 3: O IL L) 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 949.0 feet 5 10 15 942.0 938.0 929.0 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 4.5+ 11 4.5+ 6 4.5+ 43 30-17-13 5 13-21-17 N=38 5 FAT CLAY (CH) - tan and red 3.50 97 72-29-43 25 1.1 93 LIMESTONE - tan gray 50/3/d' 50/'/d' 8 50/'/2' 50/'/d' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.87 Drilling Method: Continuous Flight Augers Log B-85 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73131 ° N Water Level Observations (feet) Date 9-22-22 while Drilling Not Observed Longitude -97.57990' W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o .y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o .� = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 946.4 feet 5 10 15 940.4 937.4 926.4 CLAYEY GRAVEL (GC) - tan with sand 4.5+ 15 4.5+ 33 29-10-19 6 0.0 102 4.5+ 8 114 9,200 LEAN CLAY (CL) - tan with sand 36-50/2" 80 34-16-18 9 LIMESTONE - tan tan and gray 50/'/i' 50/'/4' 6 50/3/4' 50/'/4' 7 50/'/4' 50/'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.88 Drilling Method: Continuous Flight Augers Log B-86 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.73079' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57991 ° W At Completion Not Observed N d p :�. z 0 m s 3: O li L) O a m N y N .r o _� N '0 a�i a�6i a tY 6 O Z = o •y > tyu �' a m d w .Q y •_ a J LL-PL-PI = 0 L) N 0 M o d 3 rn a •G) ?j E = o y Q C O a W 4) C> a o D V End of Day Not Measured04 w O U) o. T d £ rn 0 > w Stratum Description Approximate Surface Elevation = 940.5 feet 5 10 15 938.5 920.5 FAT CLAY (CH) - tan with sand and weathered limestone fragments 4.5+ 80 54-21-33 9 WEATHERED LIMESTONE - tan 28-29-50/5" 50/'/d' 50/'/2' 50/1'/z' 50/'/Z' 1'925.5 50/2" 50/'/d' LIMESTONE - gray 50/'/2' 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. OA Driller: CoreCo USA Plate A.89 Drilling Method: Continuous Flight Augers Log B-87 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73079' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57924' W At Completion Not Observed N d p .2 z 0 d 3: O IL U 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w •� y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 1= a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 929.0 feet 5 10 15 919.0 916.0 909.0 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments 4.5+ 8 4.5+ 43 41-21-20 6 18-19-23 N=42 6 18-20-26 N=46 12 1 7 N=46 46 49 29-16-13 9 WEATHERED LIMESTONE - tan with clay layers LIMESTONE - tan 50P/d 50/<%" 9 50/<'/4' 50/<'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.90 Drilling Method: Continuous Flight Augers Log B-88 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73132' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57925' W At Completion Not Observed N �.2 � z 0 d ms O U o a m G1 a+ o f N -0 15 a�6, a e: N Z = o •y > rs d a m d +N„ w•_ a J LL-PL-PI = C 5 r N 0 M o _ d 3 to o E- = o y o. C 4) o C. 0 a o D V End of Day Not Measured w d G E NCL C. E N C cc to Stratum Description Approximate Surface Elevation = 936.6 feet 5 10 15 934.6 928.6 916.6 CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel 40-21-20 N=41 WEATHERED LIMESTONE - tan with clay layers 50/2'/2' 50/3/4' LIMESTONE - tan gray 50/'/4' 50/'/Z' 50/'/2 50/<%" 50/'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.91 Log B-89 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73186' N Water Level Observations (feet) Date 10-13-22 while Drilling Not Observed Longitude -97.57925' W At Completion Not Observed N .p ms 3: O U 0 a m o E=a -0 a0 4) a W NG1 O Zy o •y > � d a m _ LL-PL-PI = 0IL V y N 0 M o d rn o •?j = o y Q CW -oN O O Q 0 a 0 D V End of Day Not Measured wT a N Q d £ y ' w Stratum Description Approximate Surface Elevation = 940.5 feet 5 10 15 938.5 936.5 920.5 LEAN CLAY (CL) - tan with sand 4.5+ 86 47-21-26 7 WEATHERED LIMESTONE - tan 16-50/3" LIMESTONE - tan gray 50/'/4' 50/<'/4' 50/'/d' 50/<'/4' 50/'/2 50/<%" 50/1'/z' 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.92 Drilling Method: Continuous Flight Augers Log B-90 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R ONG E Iv G E Boring Location Latitude 32.73241 ° N Water Level Observations (feet) Date 9-21-22 While Drilling Not Observed Longitude -97.579250 W At Completion Not Observed N c >.2 z d d '�s 3: O a r, o a to L � w E o �_ d '5 m Q a IY o N o Z �e 'N j M d a rn d w a .- E Q J LL-FL-PI w C o v V! C M o _ —y 3 N s d = �` o y Q C 6 0 cvi Q U E c o D v End of Day Not Measured Q -6 E to d T a= E y c > w Stratum Description Approximate Surface Elevation = 928.2 feet 5 10 15 924.2 919.2 908.2 SANDY CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and ferrous stains 4.5+ 38 38-19-19 4 4.5+ 9 WEATHERED LIMESTONE - tan 50/2" 6 LIMESTONE - tan gray 50/3/<" 50/'Y2" 10 50/<%" 50/<'/d' 6 50/</d' 50/<''/d' 7 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.93 Log B-91 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73297' N Water Level Observations (feet) Date 9-21-22 while Drilling Not Observed Longitude -97.57925' W At Completion Not Observed N d p .2 z ms 3: O IL U 0 a m G1 y N .r o �_ a0 4) a W N O Z = o � d a m d w .Q y •_ a J LL-PL-PI = 0 V y 0 M o rn o 'G) o y Q C -oO O Q a 0 D V End of Day Not Measured ' w a Q T d ' c w Stratum Description Approximate Surface Elevation = 910.6 feet 5 10 15 900.E 898.1 890.6 SANDY LEAN CLAY (CL) - tan with weathered limestone fragments 4.5+ 18 4.5+ 65 37-16-21 9 0.1 98 4.5+ 8 4.5+ 9 4.5+ 6 WEATHERED LIMESTONE - tan LIMESTONE - tan 50/'/2 50/<%" 9 50/<'/4' 50/<'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.94 Drilling Method: Continuous Flight Augers Log B-92 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73241 ° N Water Level Observations (feet) Date 10-10-22 while Drilling Not Observed Longitude -97.57862' W At Completion Not Observed N d p .2 z 0 0)N ms O IL U 0 a m G1 y N .r o _E -0 a0 4) a W N O Z = o .y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o a)= 3 rn o .� o y Q C -oO O Q C> a 0 D V End of Day Not Measured w a E Na. CL T d 1= c > w Stratum Description Approximate Surface Elevation = 920.3 feet 5 1 15 919.3 916.3 900.3 SANDY LEAN CLAY (CL) - tan with weathered limestone fragments 4.5+ WEATHERED LIMESTONE - tan with clay seams 50/1" LIMESTONE - tan gray 50/1" 50/'/4' 50/'/4' 50/'/Z' 50/'/4' 50/'/4' 50/'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.95 Drilling Method: Continuous Flight Augers Log B-93 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73186' N Water Level Observations (feet) Date 10-7-22 while Drilling Not Observed Longitude -97.57861 ° W At Completion Not Observed N d p .2 z 0 d ms 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w •� y •_ a J LL-PL-PI = 0 V y N 0 M o d 3 rn o •G) = o y Q C -oO O Q C> a 0 D V End of Day Not Measured w a E N CL T d 0.Stratum 1= c > w Description Approximate Surface Elevation = 926.5 feet 5 10 15 925.5 918.5 906.5 SANDY LEAN CLAY (CL) - tan with weathered limestone fragments 4.5+ WEATHERED LIMESTONE - tan with clay seams 20-50/2" LIMESTONE - gray with shell seams 50/'/i' 50/<'/4' 50/'/4' 50/'/4' 50/'/2' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.96 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-94 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 10-7-22 E Longitude At Completion Not Observed -97.57861 ° W N G1 N d w = o •G) y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q w Approximate Surface Elevation = 923.6 feet ms O a m a0 4) a W � d a I» LL-PL-PI 0 M d 3 rn s' o U c 0 D V LEAN CLAY (CL) - tan with sand and trace gravel 8-6-4 17 N=10 4.5+ 73 39-21-18 13 4.5+ 11 5 4.5+ 17 915.6 SANDY FAT CLAY (CH) - tan with trace gravel 4.5+ 75 57-18-39 14 0.0 107 10 910.6 WEATHERED LIMESTONE - tan i 50/1'/<" 9 908.E 50/'/z' 15 LIMESTONE - tan gray 50/'/2' 9 903.6 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.97 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-95 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.73078' N 10-7-22 E Longitude At Completion Not Observed -97.57858' W N G1 N d w = o •G) y Q C End of Day Not Measured a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N -0 •y > y N = O Q 0 wms Approximate Surface Elevation = 915.6 feet 3: O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 16 4.5+ 73 55-19-36 11 3.5 100 911.6 SANDY LEAN CLAY (CL) - tan with weathered limestone fragments and trace gravel 17-20-25 10 5 N=45 4.5+ 22 4.5+ 8 10—. 4.5+ 65 28-12-16 14 15 898.6 LIMESTONE - gray 50/'/4' 10 895.E 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.98 Drilling Method: Continuous Flight Augers Log B-96 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73131 ° N Water Level Observations (feet) Date 10-6-22 while Drilling Not Observed Longitude -97.57794' W At Completion Not Observed d p .2 z 0 d ms 3: O IL U 0 a m y N .r o �_ N -0 a0i 4) a W O Z = o •y > � d a I» •� y •_ a J LL-PL-PI = V y N 0 M o d rn o04 •G) = o y Q -oO O Q U c 0 D V End of Day Not Measured w a E N T d 0.Stratum 1= rn c > w Description Approximate Surface Elevation = 913.3 feet 5 10 15 911.3 909.3 893.3 FAT CLAY (CH) - tan with sand and trace gravel 4.5+ WEATHERED LIMESTONE - tan LIMESTONE - tan 50/3/4' 50/3/4' 50/'/4' 50/'/Z' 50/'/4' 50/'/4' 50/'/4' 50/'/4' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.99 Drilling Method: Continuous Flight Augers Log B-97 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73187' N Water Level Observations (feet) Date 10-6-22 while Drilling Not Observed Longitude -97.57795' W At Completion Not Observed N d p .2 z 0 3: O IL U 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn o •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a N Q T d £ ' c > wms Stratum Description Approximate Surface Elevation = 914.1 feet 5 10 15 912.1 902.1 894.1 FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 9 LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone seams 4.5+ 9 4.5+ 12 4.5+ 22 4.5+ 60 47-16-31 15 0.0 113 LIMESTONE - gray 50/3/d' 50/'/z' 8 50/'/<" 50/'/d' 9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.1 �� Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-98 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73241 ° N 10-6-22 E Longitude At Completion Not Observed -97.57796' W N G1 N d w = o .� y Q C End of Day Not Measured ' a CL T c d p .2 IL U y N .r O Z .Q y •_ J 0 V -oO w E d Description z o �_ = o a o N 0.Stratum 1= > 0 d 0 N '6 •y > y N = O Q 0 wms Approximate Surface Elevation = 906.3 feet O a m a0 4) a W � d a m LL-PL-PI 0 M d rn o a 0 D V FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 5 weathered limestone seam , " 50//4 900.3 50/'/4' 898.3 SANDY LEAN CLAY (CL) - tan with weathered limestone seams 3.00 66 31-15-16 14 10 3.00 15 3.00 886.3 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAnnate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.101 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-99 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E N G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73242' N 10-6-22 Longitude At Completion Not Observed w -97.57731 ° W N G1 N d w o = a •G) y Q C End of Day Not Measured ' ' a Q T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description � z o f = o a o E- 4) 0 a+ — C Q w Approximate Surface Elevation = 902.5 feet ms 3: O a m 5 Q a tY rs (' a m LL-PL-PI 0 M 3 to o a 0 D V •/,�� FILL / LEAN CLAY (CL) - tan with broken limestone, sand, and gravel • ' 19-24-36 • ni N=60 ni •^� 3.00 56 34-14-20 10 ib 5 0.50 ib Lb ••.; 4.5+ �i • ' • 3.50 10ni ni •'' n� 4.5+ 15 •''' 887.5 FAT CLAY (CH) - dark brown tan with trace sand 4.5+ 93 65-19-46 22 882.5 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.102 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-100 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73187' N 10-6-22 E Longitude At Completion Not Observed w -97.57731 ° W N d w o = C a iZ •G) y Q C End of Day Not Measured ' O T c d p � .2 4. a. y N .r O Z .Q y •_ J 0 3: -oO N W w d Stratum Description z o �_ = o a o E 4) 0 y O 0. wms Approximate Surface Elevation = 907.5 feet 3: O a m a�ia�6i a e: tyud a m LL-PL-PI 0 M 3 rn o a0 D V • ,� FILL / SANDY LEAN CLAY (CL) - tan with gravel and broken limestone 4.5+ ni ni ni •^� 50/21/4" 50/2" 5 ib Lb • 4.5+ 61 35-14-21 9 ib �i n� 1.50 10 •� � 897.5 FAT CLAY (CH) - tan with sand 3.00 15 4.5+ 76 58-28-30 23 887.5 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.103 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-101 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 10-6-22 Longitude At Completion Not Observed w -97.57734' W N N d w o = C a •G) y Q C End of Day Not Measured04 O o. c :�. li L) y N .r 6 O Z .Q y •_ J L) ?j O a W w d Stratum Description z o = o a o E 4) U) £ d s O a _� N '6 •y > LA = C> wm Approximate Surface Elevation = 906.8 feet O m a�i a�6i a W tyu �' a m LL-FL-PI c M 3 rn o a o D V FILL / LEAN CLAY (CL) - tan with sand and gravel and broken limestone 3.00 63 36-13-23 7 ni ni ni 50/1'/d' ^� 50/11/2" 5 ib Lb ib ' 898.8 FAT CLAY (CH) - dark brown with trace sand 3.00 10 3.00 87 58-16-42 20 15 -tan 4.00 886.8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.104 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-102 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73132' N 10-6-22 E Longitude At Completion Not Observed -97.57666' W N G1 N d w = C a .� y Q End of Day Not Measured ' O CL T c d p > .2 IL U ; N .r O 6 M. .E y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 902.0 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V •%�� FILL / LEAN CLAY (CL) - tan and gray with broken limestone, sand and trace gravel 4.5+ 6 ni ni •^� 4.5+ 12 ib 5 3.50 65 34-13-21 7 ib Lb • 4.5+ 14 ib �i •jai 4.5+ 13 10ni ni 889.0 FAT CLAY (CH) - dark brown 4.5+ 24 15 4.5+ 96 60-22-38 23 882.0 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.105 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-103 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73187' N 10-6-22 E Longitude At Completion Not Observed -97.57665' W N d w = C a iZ •G) y Q C End of Day Not Measured ' O T c d p � .2 4. a. y N .r O Z .Q y •_ J 0 -oO w d Stratum Description z o �_ = o a o E 4) 0 y O Q. wm Approximate Surface Elevation = 904.7 feet s 3: O a m a�i a�6i a W tyu (D a m LL-PL-PI c M 3 rn o a o D V FILL / LEAN CLAY (CL) - tan and gray with sand, broken limestone, and trace gravel 2.00 ni ni ^� 4.5+ ib 5 4.5+ ib 6-5-4 .I.`, N=9 ib �i 3.50 84 50-18-32 19 0.0 110 10ni ni 891.7 FAT CLAY (CH) - tan and dark brown with trace sand 4.5+ 15 4.5+ 87 52-18-34 23 884.7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.106 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-104 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73242' N 10-6-22 E Longitude At Completion Not Observed -97.57665' W N G1 N d w = C a .� y Q End of Day Not Measured ' O Q' T c d p > .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w d Stratum Description z o = o a o O a _E a+ — O Q wms Approximate Surface Elevation = 901.0 feet 3: O m a�i4�6i a W M.2 a m LL-PL-PI 0 M 3 rn o a D V •%�i FILL / LEAN CLAY (CL) - tan and gray with sand, broken limestone, and trace gravel 4.5+ ni ni •^i 4.5+ ib 5 • 14-14-12 l N=26 Lb • 4.5+ 68 42-14-28 10 ib �i • ' �i 4.5+ 10ni ni ni ni •�i 50/2" 15 •''' 885.0 FAT CLAY (CH) - dark brown and gray with trace sand 4.5+ 90 72-24-48 29 881.0 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.107 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-105 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73243' N 10-6-22 E Longitude At Completion Not Observed -97.57601 ° W N G1 N d w = C a .� y Q End of Day Not Measured ' a CL T c d p > .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w E d Stratum Description � z o f = o a o E- 4) N 1= > O N '6 .y > a+ N _ = O Q Approximate Surface Elevation = 900.9 feet ms 3: O a m 5 Q a e: rs (D a m LL-PL-PI c M d 3 to o 5w c o D V •%�� FILL / LEAN CLAY (CL) - tan and gray with sand, broken limestone, and trace gravel • � 23-18-30 ni N=48 •^� - limestone pieces > 5 inches ni ib 5 4.5+ ib Lb • 3.00 ib �i •rig 4.00 62 49-14-35 14 10ni ni ni •'' n� 4.5+ 15 •/.�� ni Lb ib ib • Lb 4.5+ 75 48-16-32 18 ••' 880.9 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.108 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-106 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73187' N 10-6-22 E Longitude At Completion Not Observed -97.57601 ° W N G1 N d w = C a .� y Q End of Day Not Measured ' a CL T c d p > .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w E d Stratum Description � z o f = o a o E- 4) N £ > O N '6 .y > a+ N _ = O Q Approximate Surface Elevation = 903.0 feet ms O a m 5 Q a e: rs (D a m LL-PL-PI c M d 3 to o 5Ew c o D V •/,�� FILL / GRAVELLY CLAYEY SAND (SC) - gray, tan, and brown with limestone pieces >5 inches • 14-20-11 N=31 ni •^� 4.5+ ib 5 4.5+ ib Lb • 4.5+ 47 33-14-19 9 ib �i • ' • 4.00 10ni ni • ' FILL / LEAN CLAY (CL) - dark brown with sand and •'' limestone pieces >5 inches n� 4.5+ 15 •/.�� ni Lb ib ib • Lb 4.5+ 88 45-16-29 14 ••' 883.0 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.109 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-107 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.73131 ° N 10-6-22 E Longitude At Completion Not Observed -97.57603' W N G1 N d w = C o .� y Q End of Day Not Measured ' O Q' T c d p � .2 IL U ; N .r 6 M— y ._ J 0 -oO w d Stratum Description z o �_ = o a o O a+ — O O. w Approximate Surface Elevation = 900.7 feet ms 3: O a m a�ia�6i a e: ��' a m LL-PL-PI c M 3 rn o co D V • FILL / SANDY LEAN CLAY (CL) - gray 4.5+ 17-19-21 53 33-14-19 7 • ,� N=40 ni ni •.'%. 896.7 LEAN CLAY (CL) - dark brown with sand and trace gravel and calcareous nodules 5 4.5+ 4.5+ 3.50 68 45-16-29 15 10 3.50 15 4.00 880.7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.110 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-108 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72912' N 8-29-22 E , z Longitude At Completion Not Observed -97.58055' W N G1 N d w = C o t� .� y Q C End of Day Not Measured O Q' T c d p >.2 IL U ; N .r 6 M— J 0 -oO w d Stratum Description z o = o a o W ms OCL a _E a+ — O Q to Approximate Surface Elevation = 960.7 feet 3: O m a�i4�6i a W M 2 a m LL-PL-PI 0 M 3 rn o a D V CLAYEY GRAVEL (GC) - dark brown and tan 3.25 40 63-23-40 14 956.7 LEAN CLAY (CL) - tan with sand, trace gravel, ferrous stains, and calcareous deposits 5 4.5+ 10 4.5+ 76 40-14-26 11 2.2 118 4.5+ 25 10 - tan and gray, shaley with trace sand and weathered limestone seams LEAN CLAY (CL) / FAT CLAY (CH) 4.5+ 87 50-15-35 13 15 4.5+ 28 940.7 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.111 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-109 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72858' N 10-13-22 E Longitude At Completion Not Observed -97.58054' W N N N d w = C a •G) y Q End of Day Not Measured O CL T c d p � .2 IL U y N .r 6 O .Q y •_ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 976.1 feet 3: O a m a�i4�6i a W M.2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with weathered limestone seams 13-14-15 5 N=29 9-17-36 N=53 95 74-24-50 17 -tan X15-18-19 15 5 N=37 weathered limestone seam 30-50/6" 13 10-21-17 12 N=38 10 - calcareous nodules and ferrous stains 4.5+ 95 53-15-38 17 15 4.5+ 15 956.1 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.112 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-110 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72803' N 10-13-22 E Longitude At Completion Not Observed -97.58054' W N N N d w = C a •G) y Q End of Day Not Measured O CL T c d p � .2 IL U y N .r O 6 .Q y •_ J 0 -oO w E d Stratum Description z o = o a o N 1= O a _E N '6 •y > a+ N _ d = O Q C> wms Approximate Surface Elevation = 983.0 feet 3: O m a�i4�6i a W rs.2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with sand and gravel and trace calcareous deposits 4.5+ 55 55-22-33 9 weathered limestone seam 35-50/2" 979.0 CLAYEY SAND (SC) - tan with gravel 50/1 %" 50/1" 4 5 10-9-10 N=19 34 41-19-22 6 20-34-37 21 N=71 1.50 19 10 970.0 FAT CLAY (CH) - tan 4.00 98 67-23-44 23 15 964.0 WEATHERED LIMESTONE - tan 50/1" 8 963.0 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.113 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-111 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72748' N 9-28-22 E , z Longitude At Completion Not Observed -97.57989' W N G1 N d w = C o .� y Q End of Day Not Measured O Q' T c d p � .2 IL U ; N .r O 6 M .£ y ._ J 0 -oO w d Stratum Description z o �_ = o a o O a+ — O Q wms Approximate Surface Elevation = 975.6 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with sand and gravel 4.5+ 17 4.5+ 15 tan with trace sand and gravel and calcareous nodules 5 4.5+ 85 69-22-47 15 6.6 112 4.5+ 13 967.6 CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel 4.5+ 31 35-17-18 10 10 4.5+ 21 15 957.6 FAT CLAY (CH) - gray 4.5+ 17 955.6 20 Boring Terminated at Approximately 20 Feet Material boundaries are approximate, in situ, transitions may be gradual. Driller: CoreCo USA Plate A.114 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-112 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72803' N 9-23-22 E Longitude At Completion Not Observed -97.57990' W N G1 N d w = C a .� y Q End of Day Not Measured O CL T c d p � .2 IL U ; N .r O 6 M. .E y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 967.8 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with sand and gravel 4.5+ 6 1963.8 965.8 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 12- 38 N=38 46 34-20-14 7 WEATHERED LIMESTONE - tan 5 '961.8 50/1 %" 5 50/1'/2" FAT CLAY (CH) - tan with weathered limestone seams and trace sand and gravel 4.5+ 14 7-13-18 17 N=31 10 4.00 93 55-21-34 19 1.4 104 15 4.5+ 19 947.8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.115 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-113 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72858' N 9-23-22 E Longitude At Completion Not Observed -97.57991 ° W N G1 N d w = C o t� .� y Q C End of Day Not Measured O Q' T c d p >.2 IL U ; N .r 6 M— J 0 -oO w d Stratum Description z o = o a o ms O a _E a+ — O Q to Approximate Surface Elevation = 967.1 feet 3: O m a�i4�6i a W M 2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with sand and gravel 4.5+ 4 965.1 LEAN CLAY (CL) - tan with weathered limestone seams and trace sand 4.5+ 11 4.5+ 90 46-16-30 10 4.4 106 5 4.5+ 5 4.5+ 24 10 4.5+ 12 15 949.1 FAT CLAY (CH) - gray, shaley 4.5+ 12 947.1 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.116 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-114 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72912' N 9-23-22 E Longitude At Completion Not Observed -97.57991 ° W N d w = C a iZ •G) y Q C End of Day Not Measured O T c d p � .2 4. a. y N .r O Z .Q y •_ J 0 -oO w d Stratum Description z o �_ = o a o E 4) 0 y O Q. rn w Approximate Surface Elevation = 959.9 feet m s 3: O a m a�i a�6i a W tyu (D a m LL-FL-PI c M 3 rn o a o D V FAT CLAY (CH) - dark brown with trace sand and gravel 4.5+ 90 56-21-35 11 tan with weathered limestone seams 4.5+ 9 5 10-9-15 11 N=24 reddish tan with weathered limestone seams 4.5+ 95 51-16-35 16 1.3 108 4.5+ 14 10 gray, shaley 4.5+ 15 15 941.9 SHALE - gray 50/3/4' 13 939.9 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.117 Drilling Method: Continuous Flight Augers Log B-115 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 9-22-22 While Drilling Not Observed Longitude -97.57990' W At Completion Not Observed N d p � .2 z O IL U O a m G1 ; N .r o a�ia�6i a W N 6 O ��' a m d w M. .E y ._ LL-PL-PI = C 0 a+ 0 M _ 3 rn a .� o y Q -oO O Q a D V End of Day Not Measured w O E CL T d c wms Stratum Description Approximate Surface Elevation = 939.0 feet 5 10 15 14 933.0 927.0 919.0 CLAYEY GRAVEL (GC) - dark brown and tan 4.5+ 15 4.5+ 35 52-16-36 5 4.5+ 6 FAT CLAY (CH) - tan with weathered limestone seams 4.5+ 8 4.5+ 93 63-22-41 25 0.8 108 LIMESTONE - gray 50P/4' 50/'/4' 7 50/<'/4' 50/<1/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.118 Drilling Method: Continuous Flight Augers Log B-116 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72967' N Water Level Observations (feet) Date 9-23-22 while Drilling Not Observed Longitude -97.57925' W At Completion Not Observed 0 d p � .2 z O IL U O a m N ; N .r o �_ a�ia�6i a W N 6 O = o ��' a m d w .Q y •_ a J LL-PL-PI C C 0 a+ 0 M o — 3 rn 0. •G) o y Q C -oO O Q Co D V End of Day Not Measured w O Q T d + c wms Stratum Description Approximate Surface Elevation = 935.7 feet 5 10 15 930.7 915.7 WEATHERED LIMESTONE -tan 20-20-50/4" LIMESTONE - tan gray 50/3/4' 50P/4' 50/'/4' 50/<'/4' 50/'/4' 50/<%" 50/<'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.119 Drilling Method: Continuous Flight Augers Log B-117 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 9-23-22 while Drilling Not Observed Longitude -97.57925' W At Completion Not Observed N d p � .2 z 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a W N 6 = o ��' a m d w M— y ._ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o .� o y Q -oO O Q a D V End of Day Not Measured w O Q' T d c wms Stratum Description Approximate Surface Elevation = 945.9 feet 5 10 15 943.9 941.9 933.9 925.9 FAT CLAY (CH) - dark brown with trace sand and gravel 4.5+ 17 WEATHERED LIMESTONE - tan 50/3" 3 GRAVELLY LEAN CLAY (CL) - tan with weathered limestone fragments 4.5+ 58 47-22-25 8 6.8 105 4.5+ 22 4.5+ 17 LIMESTONE - gray 50P/d' 50/'/4' 10 50/'/4' 50/<'/4' 10 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.120 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-118 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72859' N 9-23-22 E Longitude At Completion Not Observed -97.57926' W N G1 N d w = C o t� .� y Q C End of Day Not Measured O Q' T c d p �.2 IL U ; N .r 6 M— J 0 -oO w d Stratum Description z o �_ = o a o O a+ — O Q to Approximate Surface Elevation = 949.5 feet ms 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with trace sand and gravel 4.5+ 17 947.5 LEAN CLAY (CL) - tan with weathered limestone seams and trace sand 4.5+ 17 12-14-16 8 5 N=30 4.5+ 94 41-16-25 19 0.1 112 12 10 936.5 LIMESTONE - gray 50P/4' 8 50/'/4' 15 #929.5 50/'/4' 8 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.121 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-119 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72801 ° N 9-23-22 E Longitude At Completion Not Observed -97.57925' W N d w = C a iZ •G) y Q C End of Day Not Measured O T c d p � .2 4. a. y N .r O Z .Q y •_ J 0 -oO w d Stratum Description z o = o a o E 4) 0 _� y O Q. rn w Approximate Surface Elevation = 952.0 feet m s 3: O a m a�i a�6i a W tyu (D a m LL-PL-PI c M 3 rn o a o D V FAT CLAY (CH) - dark brown with trace sand and gravel tan with weathered limestone fragments and ferrous 4.5+ 87 69-27-42 16 stains 4.5+ 9 4.5+ 15 5 4.5+ 8 tan and gray with ferrous stains 4.00 95 67-22-45 24 3.2 90 10 blocky with sand seams 4.5+ 23 15 935.0 joLIMESTONE - gray 50/'/4' 10 934.0 50/<'%" Boring Terminated at Approximately 18 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.122 Drilling Method: Continuous Flight Augers Log B-120 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72748' N 9-26-22 E Longitude At Completion Not Observed -97.57925' W N d p >.2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a W N 6 = o ��' a m d w M— a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O Q' T d c to Stratum Description Approximate Surface Elevation = 957.8 feet FAT CLAY (CH) - dark brown with trace sand and gravel tan with weathered limestone fragments 4.5+ 12 4.5+ 5 953.8 CLAYEY SAND (SC) - tan with weathered limestone fragments, gravel and ferrous stains 5 . 4.5+ 44 31-19-12 7 0.0 105 4.5+ 6 4.5+ 7 10 945.8 WEATHERED LIMESTONE - tan 942.8 * 50/1'/z' 50/3/d' 13 15 LIMESTONE - tan 937.8 gray � 50/'/2' 50/'/d' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.123 Drilling Method: Continuous Flight Augers Log B-121 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72693' N Water Level Observations (feet) Date 9-26-22 while Drilling Not Observed Longitude -97.57861 ° W At Completion Not Observed N d p .2 z 0 d 3: O IL L) 0 a m G1 y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 945.9 feet 5 10 15 933.9 925.9 FAT CLAY (CH) - dark brown with trace sand, gravel, and ferrous stains - tan with calcareous deposits 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ WEATHERED LIMESTONE - tan 1'930.9 50/1'/z' 50/3/d' LIMESTONE -tan 50/1" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.124 Drilling Method: Continuous Flight Augers Log B-122 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72748' N Water Level Observations (feet) Date 9-26-22 while Drilling Not Observed Longitude -97.57861 ° W At Completion Not Observed N d p � .2 z s 3: O 4. a. O a m N y N .r o �_ a a�i �6i a W N O Z = o tyu (D a m d w •� y •_ a J LL-FL-PI = C 0 a+ c M o — 3 rn a •G) E o y Q -oO 4) C Q a o D V End of Day Not Measured w O E CL T d c wm Stratum Description Approximate Surface Elevation = 938.7 feet 5 10 15 936.7 927.7 918.7 FAT CLAY (CH) - dark brown with trace sand and calcareous nodules 4.5+ 89 62-20-42 16 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments, sand, calcareous deposits, and ferrous stains 4.5+ 13 4.5+ 41 34-16-18 4 100 4.5+ 27 4.5+ 12 LIMESTONE - tan and white gray, chalky 50P/4' 50/<'%" 7 50/'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.125 Drilling Method: Continuous Flight Augers Log B-123 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72802' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57862' W At Completion Not Observed N d p >.2 � z ms 3: O IL U O a m G1 ; N .r o f N '6 a�ia�6i a W N 6 O = o .y > ��' a I» d w M— a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn o t� .� = o y Q C -oO 4) O Q U co D V End of Day Not Measured w d a E N CL T d 1= c to Stratum Description Approximate Surface Elevation = 935.7 feet 5 10 15 933.7 927.7 915.7 FAT CLAY (CH) - dark brown with weathered limestone fragments and trace sand 4.5+ 11 LEAN CLAY (CL) - tan with sand, weathered limestone seams and trace gravel 18-20-17 N=37 7 4.5+ 75 45-19-26 7 113 4.5+ 7 LIMESTONE - tan gray 50/'/i' 50/'/4' 6 50/1" 50/'/4' 6 50/1" 50/'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.126 Drilling Method: Continuous Flight Augers Log B-124 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas 9GE O�NG E Boring Location Latitude 32.72692' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57796' W At Completion Not Observed N d p � .2 z s 3: O 4. a. O a m N y N .r o _� a a�i �6i a W N O Z = o tyu (D a m d w .Q y •_ a J LL-PL-PI = C 0 a+ c M o — 3 rn a •G) E o y Q -oO 4) C Q a o D V End of Day Not Measured w O E CL T d c wm Stratum Description Approximate Surface Elevation = 967.4 feet 5 10 15 963.4 957.4 949.4 947.4 CLAYEY SAND (SC) - tan with weathered limestone fragments 4.5+ 25 54-18-36 4 12-9-5 N=14 9 FAT CLAY (CH) - tan, gray and orange with weathered limestone seams and shell seams 4.5+ 87 57-17-40 12 2.6 92 4.5+ 9 4.5+ 20 WEATHERED LIMESTONE - tan 50/6" 8 LIMESTONE - gray, shaley 50/'/2' 50/'/d' 12 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.127 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-125 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72692' N 9-27-22 E Longitude At Completion Not Observed -97.57730' W N G1 N d w = C o .� y o. End of Day Not Measured O CL T c d p > .2 IL U ; N .r O 6 M .£ y ._ J 0 3: -oO N W w E d Stratum Description z o �_ = o a o N 0. 1= > O N '6 .y > a+ N — = O O. 0 W w Approximate Surface Elevation = 979.3 feet ms 3: O a m a�ia�6i a e: �d a m LL-PL-PI 0 M d 3 rn o co D V FAT CLAY (CH) - dark brown with weathered limestone 978.3 fragments and trace sand 4.5+ 15 LEAN CLAY (CL) - tan with sand, weathered limestone seams and trace gravel 17-15-12 10 N=27 10-8-14 15 N=22 5 /X -ferrous stains 20-22-27 14 N=49 27-50/4" 13 10— /X 15-20-29 15 N=49 15 tan and gray with ferrous stains gray, shaley 18-18-22 N=40 24 959.3 20 Boring Terminated at Approbmately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.128 Drilling Method: Continuous Flight Augers Log B-126 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72748' N Water Level Observations (feet) Date 9-27-22 While Drilling Not Observed Longitude -97.57728' W At Completion Not Observed N d p �.2 z ms 3: O IL U O a m 4) ; N .r o �_ N '6 a�ia�6i a e: N 6 = o .y > ��' a m d w M— a J LL-PL-PI = C 0 a+ N c M o — d 3 rn o t� .� = o y o. C -oO O O. 0 co D V End of Day Not Measured w O E N CL T d 0. 1= y c > w Stratum Description Approximate Surface Elevation = 972.3 feet 5 10 15 959.3 955.3 952.3 LEAN CLAY (CL) - dark brown tan with weathered limestone fragments and trace sand and gravel tan and gray 4.5+ 14 4.5+ 11 4.5+ 81 40-15-25 9 100 4.5+ 15 4.5+ 11 WEATHERED LIMESTONE - tan 50/4'/z' 12 LIMESTONE - gray 50/'/<" 50/<'/d� 13 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.129 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-127 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72802' N 9-27-22 E Longitude At Completion Not Observed w -97.57733' W N G1 N d w o = C a .� y Q End of Day Not Measured O Q' T c d p > .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w d Stratum Description z o �_ = o a o O a+ — O Q rn w Approximate Surface Elevation = 964.7 feet ms 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown with weathered limestone fragments and trace sand -tan 3.75 17 4.5+ 16 4.5+ 9 5 tan and gray with sand and ferrous stains 4.5+ 82 57-18-39 16 15-19-25 16 N=44 10 gray, shaley 951.7 LIMESTONE - gray, shaley 50/'/z' 8 50/'/4' 15 50/'/4' 10 944.7 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.130 Drilling Method: Continuous Flight Augers Log B-128 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72859' N 9-27-22 E Longitude -97.57732' W At Completion Not Observed N d p >.2 z ms O IL U O a m 4) ; N .r o a�ia�6i a W N 6 ��' a m d w M— LL-PL-PI o = C 0 a+ 0 M _ 3 rn w o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O E CL T d c to Stratum Description Approximate Surface Elevation = 957.7 feet FAT CLAY (CH) - tan 4.5+ 17 4.5+ 97 69-22-47 16 4.5+ 9 109 9,200 5 951.7 LEAN CLAY (CL) - tan with sand 20-19-17 N=36 10 4.5+ 83 48-16-32 15 1.9 116 10 944.7 WEATHERED LIMESTONE - tan X942.7 20-40-50/1" 18 15 LIMESTONE -gray gray, shaley 937.7 50/'/4' 50/<'/4' 14 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.131 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-129 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72912' N 9-27-22 E Longitude At Completion Not Observed w -97.57732' W N G1 N d w o = C a .� y Q End of Day Not Measured O CL T c d p � .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w E d Stratum Description z o = o a o N 1= O a _E N '6 .y > a+ N _ d = O Q C> wms Approximate Surface Elevation = 950.3 feet 3: O m a�i4�6i a W M.2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - tan with trace sand and gravel 4.5+ 11 3.00 86 63-19-44 12 5.0 121 4.5+ 16 5 3.00 14 2.50 81 56-15-41 17 10 937.3 WEATHERED LIMESTONE - tan 936.3 LIMESTONE - gray 50/'/z' 8 50/<'%" 15 50/'/4' 8 930.3 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.132 Drilling Method: Continuous Flight Augers Log B-130 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 9-27-22 while Drilling Not Observed Longitude -97.57732' W At Completion Not Observed N d p � .2 z O 4. a. 0 a m N y N .r o �_ N '6 a�ia�6i a e: N O Z = o •y > tyud a m d w .Q y •_ a J LL-PL-PI o = C 0 a+ N 0 M o — d 3 rn w a •G) 3: E = o y Q -oO N W 4) 0 Q C> a0 D V End of Day Not Measured w O E N CL T d 1= c wms Stratum Description Approximate Surface Elevation = 945.3 feet 5 10 15 937.3 933.3 925.3 FAT CLAY (CH) - tan with trace sand 4.5+ 90 65-21-44 16 4.5+ 6 4.5+ 97 65-23-42 16 7.6 117 4.5+ 9 WEATHERED LIMESTONE - tan 50/3'/2" 11 LIMESTONE - gray 50/3/4' 50/'/z' 6 50/'/4' 50/<'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.133 Drilling Method: Continuous Flight Augers Log 6-131 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R N E E Iv G E E a l lv tz c Boring Location Latitude 32.729680 N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.576660 W At Completion Not Observed to o �s 3: O o a to L E � oa _ ma)i a IY o N Zo �E co FA d a rn E°~ LL-FL-PI w °o 7V c M o _ 3 N s to° �` o y Q ac cC vi Q co D v End of Day Not Measured sQ a 4) T N W Stratum Description Approximate Surface Elevation = 939.3 feet 5 10 15 937.3 934.3 919.3 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 4.5+ 42 45-19-26 5 WEATHERED LIMESTONE - tan 50/6" 9 LIMESTONE - tan -gray 50/3/d' 50/'/d' 2 50/'/<" 50/'/d' 6 50/'%' 6 50/<''/d' 6 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.134 Log B-132 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.72911 ° N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57665' W At Completion Not Observed N d p >.2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a W N 6 = o ��' a m d w M— a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O Q' T d y c w Stratum Description Approximate Surface Elevation = 947.0 feet 5 10 15 935.0 927.0 LEAN CLAY (CL) - tan with sand, weathered limestone seams, and trace gravel 4.5+ 6 4.5+ 74 43-16-27 8 2.6 100 4.5+ 16 4.5+ 21 4.5+ 17 LIMESTONE - gray 50P/4' 50/'/4' 9 50/'/4' 50/<'/4' 8 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.135 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-133 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72858' N 9-28-22 E Longitude At Completion Not Observed -97.57666' W N G1 N d w c C a .� y Q End of Day Not Measured O CL T c d p > .2 IL U ; N .r O 6 M. .E y ._ J 0 -oO w E d Stratum Description z o = o a o N 1= O a _E N '6 .y > a+ N _ d = O Q C> wms Approximate Surface Elevation = 954.9 feet 3: O m a�i4�6i a W M.2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - tan with trace sand 4.5+ 4.5+ 89 51-20-31 15 2.9 118 - weathered limestone seams 5 4.5+ 10 4.5+ 16 4.5+ 11 10 4.5+ 84 53-18-35 17 15 939.9 LIMESTONE - gray, shaley 50/1" 16 934.9 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.136 Drilling Method: Continuous Flight Augers Log B-134 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , Boring Location Latitude 32.72802' N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57666' W At Completion Not Observed N d p >.2 z ms 3: O IL U O a m 4) ; N .r o a�ia�6i a W N 6 ��' a m d w M— LL-PL-PI c C 0 a+ 0 M _ 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O E CL T d c to Stratum Description Approximate Surface Elevation = 960.7 feet 5 10 15 948.7 940.7 LEAN CLAY (CL) - tan with trace sand 4.5+ 16 4.5+ 13 4.5+ 90 41-19-22 8 0.0 102 4.5+ 12 4.5+ 15 LIMESTONE - gray, shaley 50/3/4' 50/'/4' 8 50/3/4' 50/<1/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.137 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-135 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72748' N 9-27-22 E Longitude At Completion Not Observed -97.57667' W N G1 N d w = C a .� y Q End of Day Not Measured O CL T c d p > .2 IL U ; N .r O 6 M. .£ y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 969.9 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown 4.5+ 15 tan with trace sand and gravel 4.5+ 10 4.5+ 85 55-15-40 9 5 4.5+ 8 tan and gray, blocky with trace sand and ferrous stains 4.5+ 93 53-18-35 15 3.4 116 10 4.5+ 14 15 951.4 LIMESTONE - gray, shaley 50/'/d' 13 949.9 50/'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.138 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-136 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72693' N 9-27-22 E Longitude At Completion Not Observed -97.57666' W N N d w c C o .� y Q End of Day Not Measured O CL T c d p > .2 IL U 4) ; N .r 6 M— y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 976.2 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V SANDY LEAN CLAY (CL) - dark brown tan with weathered limestone seams 4.5+ 16 4.5+ 12 4.5+ 13 5 4.5+ 66 47-19-28 8 0.0 101 4.5+ 16 10 10-11-13 16 N=24 15 958.2 FAT CLAY (CH) - gray, shaley 14-16-26 N=42 98 61-19-42 23 956.2 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.139 Drilling Method: Continuous Flight Augers Log B-137 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72693' N 9-29-22 E Longitude -97.57603' W At Completion Not Observed d p � .2 z m s 3: O 4. a. 0 a m y N .r o _� a�i a�6i a W N O Z = o tyu (D a m d w .Q y •_ a J LL-FL-PI = C 0 y c M o 3 rn a iZ •G) 3: E o y Q C -oO N W 4) O Q. a o D V End of Day Not Measured w O T d rn c w Stratum Description Approximate Surface Elevation = 968.4 feet FAT CLAY (CH) - dark brown with trace sand 4.5+ 89 54-18-36 14 tan with weathered limestone seams 50/2" 50/1 %" 4 5 tan with trace sand 4.5+ 93 57-15-42 9 110 8,600 10 4.5+ 21 15 952.4 SHALE - gray 948.4 50/13/4" 50/1'/2' 14 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.140 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-138 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72748' N 9-29-22 E Longitude At Completion Not Observed -97.57602' W N N d w = C o .� y Q End of Day Not Measured O CL T c d p � .2 IL U 4) ; N .r 6 M— y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 957.1 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V LEAN CLAY (CL) - dark brown 4.00 12 tan with trace sand and calcareous deposits 4.5+ 9 4.5+ 15 5 4.5+ 8 10-19-17 14 N=36 10 gray with trace sand and gravel 4.5+ 88 46-16-30 15 15 939.1 SHALE - gray 50/2" 6 937.1 50/1'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.141 Drilling Method: Continuous Flight Augers Log B-139 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas 9GE O�NG E Boring Location Latitude 32.72802' N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57602' W At Completion Not Observed N d p � .2 z 3: O IL U O a m G1 ; N .r o a�ia�6i a W N O 6 ��' a m d w M. .E y ._ LL-PL-PI = C 0 a+ 0 M _ 3 rn a .� o y Q -oO O Q a D V End of Day Not Measured w O E CL T d c wms Stratum Description Approximate Surface Elevation = 948.6 feet 5 10 15 936.6 928.6 FAT CLAY (CH) - tan with sand and trace gravel weathered limestone seams tan and gray with trace sand 4.5+ 13 4.5+ 79 56-18-38 13 4.5+ 7 4.5+ 5 4.5+ 89 61-18-43 16 LIMESTONE - tan 50/3/d' 50/'/4' 9 50/'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.142 Drilling Method: Continuous Flight Augers Log B-140 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.72858' N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57602' W At Completion Not Observed N d p �.2 z ms 3: O IL U O a m 4) ; N .r o _E N '6 a�i4�6i a W N 6 = o .y > M 2 a m d w M— a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn o t� .� = o y Q C -oO O Q C> a D V End of Day Not Measured w O E N CL T d 1= c to Stratum Description Approximate Surface Elevation = 941.5 feet 5 10 15 937.5 930.5 921.5 FAT CLAY (CH) - dark brown 4.5+ 13 4.5+ 14 LEAN CLAY (CL) - tan with sand and trace gravel weathered limestone seams 4.5+ 70 46-16-30 9 5.3 129 4.5+ 11 4.5+ 15 LIMESTONE - tan 50/3/4' 50/'/4' 7 50/'/4' 50/'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.143 Drilling Method: Continuous Flight Augers Log B-141 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72913' N Water Level Observations (feet) Date 9-28-22 while Drilling Not Observed Longitude -97.57602' W At Completion Not Observed N d p � .2 z O IL U O a m G1 ; N .r o a�ia�6i a W N O 6 ��' a m d w M .£ y ._ LL-PL-PI = C 0 a+ 0 M _ 3 rn o .� o y Q -oO O Q a D V End of Day Not Measured w O E CL T d c wms Stratum Description Approximate Surface Elevation = 931.3 feet 5 10 15 920.3 911.3 LEAN CLAY (CL) - dark brown - tan with sand and calcareous nodules 4.5+ 13 4.5+ 82 46-15-31 9 4.5+ 10 122 17,800 4.5+ 71 34-15-19 10 0.7 113 4.5+ 13 LIMESTONE - tan 50/3/4' 50/'/4' 9 50/'/4' 50/'/4' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.144 Drilling Method: Continuous Flight Augers Log B-142 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.72967' N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57605' W At Completion Not Observed N d p �.2 z ms 3: O IL U O a m G1 ; N .r o _E a�i4�6i a W N 6 = o M 2 a m d w M— a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O Q' T d y c w Stratum Description Approximate Surface Elevation = 926.0 feet 5 10 15 922.0 918.0 906.0 LEAN CLAY (CL) - dark brown tan with sand 4.5+ 12 4.5+ 75 49-21-28 15 0.1 99 WEATHERED LIMESTONE - tan 38-50/5" 6 LIMESTONE - tan gray 50/'/4' 50/'/4' 10 50/3/4' 50/'/4' S 50/'/4' 50/<'/4' 5 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.145 Drilling Method: Continuous Flight Augers Log B-143 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , z Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 9-28-22 While Drilling Not Observed Longitude -97.57538' W At Completion Not Observed 0 md .p 0 0) O 4. a. 0 a m y y o a6yw ai a W N Z u (D a m LL-PL-PI C C 0 c M 3 rn o- �O 3: E o y Q -oNO O 4) 0.s C o D V End of Day Not Measured wO Q T d x+ c Stratum Description Approximate Surface Elevation = 919.7 feet 5 10 15 X915.7 917.7 899.7 SILTY GRAVEL (GM) - tan with weathered limestone fragments 4.5+ 22 39-20-19 5 WEATHERED LIMESTONE - tan 50/4" 4 LIMESTONE - tan gray 50/3/4' 50/3/4' 6 50/'/4' 50/'/4' 6 50/3/4' 50/'/z' 6 50/'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.146 Drilling Method: Continuous Flight Augers Log B-144 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72911 ° N Water Level Observations (feet) Date 9-29-22 while Drilling Not Observed Longitude -97.57538' W At Completion Not Observed N d p �.2 z ms O IL U O a m G1 ; N .r o �_ a�ia�6i a W N 6 = o ��' a m d w M— a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O Q' T d y c w Stratum Description Approximate Surface Elevation = 931.7 feet 5 10 15 929.7 926.7 911.7 LEAN CLAY (CL) - brown 4.5+ 5 WEATHERED LIMESTONE - tan 27-50/3" 5 LIMESTONE - tan gray 50/'/2' 50/'/4' 3 50/'/d 50/'/d' 6 50P/d' 50/<%" 6 50/<'/4' 50/<'/4' 5 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.147 Drilling Method: Continuous Flight Augers Log B-145 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72858' N Water Level Observations (feet) Date 9-29-22 While Drilling Not Observed Longitude -97.57539' W At Completion Not Observed N d p � .2 z ms 3: O IL U O a m G1 ; N .r o _E a�i4�6i a W N O 6 = o M.2 a m d w M. .E y ._ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn a .� o y Q -oO O Q a D V End of Day Not Measured w O Q' T d rn c w Stratum Description Approximate Surface Elevation = 945.4 feet 5 10 15 933.4 925.4 FAT CLAY (CH) - tan -sandy sandy with weathered limestone seams 4.5+ 14 4.5+ 16 15-17-24 N=41 8 10-11-18 N=29 79 55-16-39 9 27-28-32 N=60 16 LIMESTONE - gray 50/'/z' 50/<'%" 7 50/<%" 50/<'/d' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.148 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-146 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72803' N 9-29-22 E , Longitude At Completion Not Observed -97.57538' W N G1 N d w = C o t� .� y Q C End of Day Not Measured O Q' T c d p >.2 IL U ; N .r 6 M— J 0 -oO w d Stratum Description z o �_ = o a o O a+ — O Q to Approximate Surface Elevation = 957.7 feet ms O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - tan with trace sand 4.5+ 86 65-24-41 18 85 4.5+ 8 953.7 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments 5 . 4.5+ 48 43-16-27 6 0.1 98 31-20-19 8 N=39 949.7 WEATHERED LIMESTONE - tan X947.7 21-50/6" 11 10 LEAN CLAY (CL) -tan with trace sand 4.5+ 90 47-13-34 15 15 942.7 LIMESTONE - gray, shaley 50/1" 12 937.7 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.149 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-147 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72749' N 10-3-22 E Longitude At Completion Not Observed -97.57540' W N N N 0— = C o t� •G) y Q C End of Day Not Measured a CL T c d p > .2 IL U y N .r O 6 .Q y •_ J 0 -oO w E d Stratum Description � z o f = o a o 4) d N 1= O N '6 •y > a+ N _ = O Q to Approximate Surface Elevation = 969.6 feet ms 3: O a m a�ia�6i a W ��' a I» LL-FL-PI 0 M d 3 rn o U co D V FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 4.5+ 18 965.6 LEAN CLAY (CL) - tan with weathered limestone fragments and trace sand 11-18-19 6 5 N=37 15-30-15 9 N=45 4.5+ 93 45-15-30 15 10 956.6 FAT CLAY (CH) - tan and gray with weathered limestone fragments, ferrous stains, and trace sand and gravel 4.5+ 17 15 4.5+ 89 54-15-39 14 949.6 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.150 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-148 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72692' N 10-3-22 E Longitude At Completion Not Observed -97.57538' W N G1 N d w = C o t� .� y Q C End of Day Not Measured O Q' T c d p >.2 IL U ; N .r 6 M— J 0 -oO w d Stratum Description z o = o a o W ms OCL a _E a+ — O Q to Approximate Surface Elevation = 983.5 feet 3: O m a�i4�6i a W M 2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown 2.00 4 981.5 WEATHERED LIMESTONE - tan 10-50/31/2" 6 979.5 LIMESTONE - tan 50/'/2' 50/'%' 7 978.5 5 CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel 4.5+ 43 23-14-9 7 975.5 LEAN CLAY (CL) - gray, shaley 4.5+ 21 10 969.5 WEATHERED LIMESTONE - tan 50/1" 50/4" 16 15 967.5 LEAN CLAY (CL) - tan with weathered limestone fragments, sand and trace gravel 73 48-14-34 11 963.5 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.151 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-149 22-26749 Southwest of The Walsh Ranch Community and 1-20 9GE O�NG Boring Location Eort Worth, Texas Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72692' N 10-3-22 E Longitude At Completion Not Observed -97.57469' W N N N d w = C a •G) y Q End of Day Not Measured O CL T c d p > .2 IL U y N .r O 6 .Q y •_ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 973.0 feet 3: O a m a�i4�6i a W M.2 a m LL-PL-PI 0 M 3 rn o a D V FAT CLAY (CH) - dark brown 4.5+ 13 - tan with sand and ferrous stains 4.5+ 81 56-17-39 12 9.6 109 4.5+ 7 5 968.0 WEATHERED LIMESTONE - tan with clay seams 50/3" 5 966.0 FAT CLAY (CH) - tan with ferrous stains and trace sand 4.5+ 22 4.5+ 16 10 4.5+ 94 65-17-48 20 15 gray, shaley 4.5+ 13 953.0 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.152 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-150 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.72748' N 10-5-22 E Longitude At Completion Not Observed -97.57469' W N N N 0 w = C o t� •G) y Q C End of Day Not Measured O CL T c d p � .2 IL U y N .r 6 .Q y •_ 0 -oO w E d Stratum Description z o O a+ _ O Q M to Approximate Surface Elevation = 974.1 feet ms 3: O a m a�i4�6i a W M 2 a m LL-PL-PI 0 M 3 rn o a D V CLAYEY GRAVEL (GC) - tan 15-30-30 N=60 26 38-20-18 6 �970.1 '969.1 WEATHERED LIMESTONE - tan with clay seams 50/2" 50/2" 5 GRAVELLY FAT CLAY (CH) - tan with weathered ° limestone fragments ° 15-13-14 N=27 58 53-20-33 15 10 ° 960.1 LEAN CLAY (CL) - gray, shaley 17-42-50/3'/2" 15 955.1 0954'1 SHALE - gray 50/2" 50/1'/d' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.153 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-151 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E GG E E 1I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72803' N 10-5-22 Longitude At Completion Not Observed -97.57473' W N 0— = a •G) y Q C End of Day Not Measured O T c d p .2 IL L) y N .r O Z .Q y •_ J 0 V -oO w d Stratum Description z o = o a o ms 0 a _E y O Q w Approximate Surface Elevation = 970.6 feet 3: O m a0 4) a W � d a m LL-PL-PI 0 M rn o a 0 D V CLAYEY GRAVEL (GC) - tan with weathered limestone fragments 4.5+ 6 10-50/4" 15 49-24-25 1 33/6" 1 40/6" 5 25/6" 7 960.E 22/6" 10 FAT CLAY (CH) - tan and gray with trace sand 2.50 88 57-15-42 14 15 4.5+ 19 950.6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.154 Drilling Method: Continuous Flight Augers Log B-152 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72859' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57473' W At Completion Not Observed d p > .2 z ms 3: O IL U O a m y N .r o �_ a�i4�6i a W N 6 = o M 2 a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o i� •G) o y Q C -oO O Q a D V End of Day Not Measured w O T d rn c w Stratum Description Approximate Surface Elevation = 959.8 feet 5 10 15 953.8 950.8 945.8 939.8 LEAN CLAY (CL) - tan with gravel, ferrous stains, and trace sand 4.5+ 15 4.5+ 76 48-16-32 7 6.1 110 4.5+ 11 FAT CLAY (CH) - tan with ferrous stains, and trace sand and gravel 18-12-15 N=27 82 57-16-41 10 8-50/5-3/4" 24 LEAN CLAY (CL) - gray, shaley SHALE - gray 50/1'/4' 50/1" 16 50/1" 50/'/4' 16 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.155 Drilling Method: Continuous Flight Augers Log B-153 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57473' W At Completion Not Observed d p � .2 z ms 3: O IL U O a m y N .r o �_ a�ia�6i a W N 6 = o ��' a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� •G) o y Q C -oO O Q a D V End of Day Not Measured w O T d c to Stratum Description Approximate Surface Elevation = 950.8 feet 5 10 15 936.8 931.8 930.8 FAT CLAY (CH) - tan with calcareous nodules and trace sand ferrous stains 4.5+ 7 4.5+ 91 63-18-45 10 14.2 91 4.5+ 12 4.5+ 95 69-22-47 24 � SHALE - gray 50/1'/z' '/2 50/1" 15 LIMESTONE - gray 50/3/4' 50/'/2' 11 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.156 Drilling Method: Continuous Flight Augers Log B-154 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57473' W At Completion Not Observed d p � .2 z ms 3: O IL U O a m y N .r o _E a�i4�6i a W N 6 = o M 2 a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� •G) o y Q C -oO O Q a D V End of Day Not Measured w O T d y c w Stratum Description Approximate Surface Elevation = 939.9 feet 5 10 15 931.9 925.9 919.9 LEAN CLAY (CL) - tan with sand and ferrous stains weathered limestone seams 4.5+ 4.5+ 76 34-20-14 7 4.5+ WEATHERED LIMESTONE - tan 8-50/3" LIMESTONE - tan gray 50/'/2 50/<'%" � 50/1" 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.157 Drilling Method: Continuous Flight Augers Log B-155 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 10-17-22 while Drilling Not Observed Longitude -97.57473' W At Completion Not Observed d p � .2 z ms 3: O IL U O a m y N .r o �_ a�i4�6i a W N 6 = o M 2 a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� •G) o y Q C -oO O Q a D V End of Day Not Measured w O T d y c w Stratum Description Approximate Surface Elevation = 923.3 feet 5 10 15 919.3 903.3 LEAN CLAY (CL) - tan with sand and gravel 4.00 LIMESTONE - tan gray 50/'/4' 50/'/4' 50/'/4' 5OP/4' 50P/d' 50/<%" 50/'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.158 Drilling Method: Continuous Flight Augers Log B-156 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73078' N Water Level Observations (feet) Date 10-18-22 while Drilling Not Observed Longitude -97.57473' W At Completion Not Observed N d p >.2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a e: N 6 = o ��' a m d w M— a J LL-PL-PI = C 0 a+ c M o — 3 rn o t� .� o y Q C -oO O O. co D V End of Day Not Measured w O Q' T d y c w Stratum Description Approximate Surface Elevation = 907.8 feet 5 10 15 903.8 898.8 887.8 LEAN CLAY (CL) - tan with sand, gravel and weathered limestone seams 50/1" 4.5+ WEATHERED LIMESTONE - tan 50/1'/2' 50/1'/4' LIMESTONE - tan gray 50/'/4' 50/<'/4' 50/'/2 50/'/4' 50/1" 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.159 Drilling Method: Continuous Flight Augers Log B-157 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73077' N Water Level Observations (feet) Date 10-18-22 while Drilling Not Observed Longitude -97.57410' W At Completion Not Observed N d p � .2 z ms 3: O IL U O a m N y N .r o _E N '6 a�i4�6i a W N 6 = o •y > M 2 a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn o t� •G) = o y Q C -oO O Q C> a D V End of Day Not Measured w O E N CL T d 1= c to Stratum Description Approximate Surface Elevation = 903.1 feet 5 10 15 897.1 894.1 889.1 883.1 LEAN CLAY (CL) - dark brown with trace sand and gravel 4.5+ 82 45-17-28 10 4.5+ 14 4.5+ 14 111 10,000 SANDY CLAYEY GRAVEL (GC) - tan with weathered limestone fragments 4.5+ 40 33-15-18 12 0.2 118 50/5'44' 8 WEATHERED LIMESTONE - tan LIMESTONE - gray 50P/4' 50/'/4' 8 50/2" 50/'/4' 11 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.160 Drilling Method: Continuous Flight Augers Log B-158 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 10-18-22 While Drilling Not Observed Longitude -97.57410' W At Completion Not Observed N d p � .2 z ms 3: O IL U O a m N y N 4r o a�i4�6i a W N 6 M 2 a m 0— .Q y •_ LL-PL-PI = C 0 a+ 0 M _ 3 rn o t� •G) o y Q C -oO O Q a D V End of Day Not Measured w O E CL T d c to Stratum Description Approximate Surface Elevation = 924.0 feet 5 10 15 922.0 914.0 904.0 LEAN CLAY (CL) - tan with sand and gravel - Shelby tube refusal 3.00 WEATHERED LIMESTONE - tan 50/1'/2" 50/1" 50/1'/4" 50/1" LIMESTONE - gray 50/3/d' 50/'/z' 50/'/4" 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.161 Drilling Method: Continuous Flight Augers Log B-159 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57409' W At Completion Not Observed N d p � .2 z � O 4. a. O m N y N .r o �_ �6i ai a W N O Z = o u ' a m d w .Q y •_ a J LL-PL-PI = C 0 a+ c. M o — 3 rn a •G) E o y Q -oO 4) C Q a o D V End of Day Not Measured w O E CL T d c w Stratum Description Approximate Surface Elevation = 942.7 feet 5 10 15 940.7 932.7 922.7 FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 81 75-29-46 17 WEATHERED LIMESTONE - tan 50/1 %" 50/1'/2" 50/13/4" 50/1'/z, LIMESTONE - tan gray 50/3/d' 50/3/d' 50/'/2' 50/'/2' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.162 Drilling Method: Continuous Flight Augers Log B-160 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57410' W At Completion Not Observed N d p � .2 z 3: O IL U O a m N y N .r o _E N '6 a�i4�6i a W N 6 O = o •y > M.2 a m d w .Q y •_ a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn a •G) = o y Q -oO O Q C> a D V End of Day Not Measured w O E N CL T d 1= c wms Stratum Description Approximate Surface Elevation = 951.4 feet 5 10 15 939.4 931.4 FAT CLAY (CH) - tan with trace sand - tan with sand and trace gravel 4.5+ 9 4.00 93 59-16-43 14 4.00 22 4.5+ 77 62-18-44 18 4.5 95 4.00 25 LIMESTONE - gray 50/3/d' 50P/z' 12 50/'/2' 50/'/d' 8 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.163 Drilling Method: Continuous Flight Augers Log B-161 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72857' N Water Level Observations (feet) Date 10-4-22 While Drilling Not Observed Longitude -97.57409' W At Completion Not Observed N d p � .2 z O IL U O a m N y N .r o a�ia�6i a W N 6 rs�' a m 0— •� y •_ LL-PL-PI = C 0 a+ 0 M _ 3 rn o i� •G) o y Q C -oO O Q a D V End of Day Not Measured w O E CL T d c wms Stratum Description Approximate Surface Elevation = 953.6 feet 5 10 15 941.6 933.6 LEAN CLAY (CL) - tan with trace sand and gravel - weathered limestone seams 4.5+ 84 49-20-29 8 9.6 106 4.5+ 9 4.5+ 6 3.00 25 3.50 28 LIMESTONE - tan 50/3/d' 50/3/d' 9 50/'/2' 50/'/d' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.164 Drilling Method: Continuous Flight Augers Log B-162 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.72802' N Water Level Observations (feet) Date 10-5-22 While Drilling Not Observed Longitude -97.57409' W At Completion Not Observed N d p � .2 z 3: O IL U O a m N y N .r o a�ia�6i a W N O 6 ��' a m d w .Q y •_ LL-PL-PI = C 0 a+ 0 M _ 3 rn a •G) o y Q -oO O Q a D V End of Day Not Measured w O E CL T d c wms Stratum Description Approximate Surface Elevation = 960.8 feet 5 10 15 945.8 940.8 FAT CLAY (CH) - tan with calcareous deposits 4.5+ 12 4.5+ 97 53-17-36 11 0.5 106 3.50 18 4.5+ 16 4.5+ 15 3.50 97 53-19-34 20 WEATHERED LIMESTONE - tan with shell fossils 50/11/2" 50/1" 16 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.165 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-163 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eort Worth, Texas E IJ G E E R I N G Latitude Water Level Observations (feet) Date while Drilling Not Observed 32.72748' N 10-4-22 E Longitude At Completion Not Observed -97.57409' W N G1 N d w = C o .� y Q End of Day Not Measured O CL T c d p > .2 IL U ; N .r O 6 M .£ y ._ 0 -oO w E d Stratum Description z o O a+ _ O Q wms Approximate Surface Elevation = 958.9 feet 3: O a m a�ia�6i a W ��' a m LL-PL-PI 0 M 3 rn o a D V LEAN CLAY (CL) - tan with gravel and trace sand 4.5+ 11 4.5+ 69 49-20-29 8 5.9 121 4.5+ 11 5 - calcareous deposits 4.5+ 15 4.00 17 10 tan and gray 945.9 FAT CLAY (CH) - gray, shaley with trace sand 4.5+ 91 51-14-37 13 15 939.9 SHALE - gray 50/11/2" 16 938.9 50/1" 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.166 Drilling Method: Continuous Flight Augers Log Project No. Walsh Ranch PA5 B-164 22-26749 Southwest of The Walsh Ranch Community and 1-20 R N E Boring Location Eart Worth, Texas E Iv G E E a l lv tz Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.726920 N 10-5-22 Longitude At Completion Not Observed -97.57409° W to L o N d w w C s y Q C End of Day Not Measured a1 T ~ o do a�i y a v E o Z �— == ° d c vi 'Ea° a E a Stratum Description z o �_ �e Q o o _ Q N W Approximate Surface Elevation = 955.7 feet Ms 3: O a to maf)i a IY Md a rn LL-PL-PI c M 3 N �` o co D v CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 4.5+ 10 4.5+ 38 42-20-22 5 4.5+ 7 5 4.5+ 9 4.5+ 18 1 tan and gray with ferrous stains weathered limestone seam 4.5+ 20 15 weathered limestone seam 937.7 FAT CLAY (CH) - gray, shaley 4.5+ 95 61-20-41 22 935.7 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.167 Drilling Method: Continuous Flight Augers Log B-165 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72692' N Water Level Observations (feet) Date 10-5-22 while Drilling Not Observed Longitude -97.57343' W At Completion Not Observed d p > .2 z ms 3: O IL U O a m y N .r o _� a�ia�6i a e: N 6 = o ��' a m d w .Q y •_ a J LL-PL-PI = C 0 a+ c M o — 3 rn o t� •G) 3: o y Q C -oO N W O O. co D V End of Day Not Measured w O T d y c w Stratum Description Approximate Surface Elevation = 939.6 feet 5 10 15 935.6 919.E LEAN CLAY (CL) - dark brown with weathered limestone seams, sand, and trace gravel 4.5+ 4.5+ LIMESTONE - tan, chalky gray, chalky 50/'/4' 50/'/4' 50/'/d' 50/<'/4' 50/'/d' 50/'/4' 50/<'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.168 Drilling Method: Continuous Flight Augers Log B-166 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72749' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57343' W At Completion Not Observed d p > .2 z ms 3: O IL U O a m y N .r o �_ a�i4�6i a W N 6 = o M 2 a m 0— .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o t� •G) o y Q C -oO O Q a D V End of Day Not Measured w O T d y c w Stratum Description Approximate Surface Elevation = 943.0 feet 5 10 15 Imp 941.0 939.0 923.0 LEAN CLAY (CL) - dark brown with weathered limestone fragments, sand, and trace gravel - Shelby tube refusal WEATHERED LIMESTONE - tan LIMESTONE - tan gray 50/3/4' 50/3/4' 50/3/4' 50/3/4' 50/'/4' 50/'/4' 50/'/2 50/'/z' 50/'/2' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.169 Drilling Method: Continuous Flight Augers Log B-167 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72802' N Water Level Observations (feet) Date 10-4-22 while Drilling Not Observed Longitude -97.57344' W At Completion Not Observed d p � .2 � z ms 3: O IL U O a m y N .r o f a�ia�6i a W N O 6 = o ��' a I» 0 w .Q y •_ a J LL-PL-PI = C 0 a+ 0 M o _ 3 rn o t� •G) o y Q C -oO 4) O Q co D V End of Day Not Measured w O T d c to Stratum Description Approximate Surface Elevation = 944.4 feet 5 10 15 942.4 940.4 924.4 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments Shelby tube refusal 4.5+ 38 49-18-31 4 WEATHERED LIMESTONE -tan LIMESTONE - tan gray 50/'/4' 50/<'/4' 50/'/4' 50/<'/4' 50/<%" 50/<%" 50/'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.170 Drilling Method: Continuous Flight Augers Log B-168 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E N G E E R I N G Boring Location Latitude 32.72858' N Water Level Observations (feet) Date 10-6-22 While Drilling Not Observed Longitude -97.57343' W At Completion Not Observed d z :p ms 3: O a.?jG O a m orZ �= a5ia�6i a e: N o Md a m yd •w_ LL-PL-PI = C 0 0 M 3 rn o iZ a y Q -oN O OCW. O a D V End of Day Not Measured wO T d 0 w Stratum Description Approximate Surface Elevation = 939.3 feet 5 10 15 938.3 935.3 919.3 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments; Shelby tube refusal 4.5+ WEATHERED LIMESTONE - tan LIMESTONE - tan gray 50/'/4' 50/<'/4' 50/'/4' 50/<'/4' 50/'/4' 50/<%" 50/<'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.171 Drilling Method: Continuous Flight Augers Log B-169 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 10-6-22 While Drilling Not Observed Longitude -97.57343' W At Completion Not Observed N d p >.2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a e: N O 6 = o ��' a m d w M— a J LL-PL-PI = C V a+ c M o — 3 rn o t� .� 3: o y Q C -oO N W O O. co D V End of Day Not Measured w O Q' T d c w Stratum Description Approximate Surface Elevation = 932.0 feet 5 10 15 931.0 928.0 912.0 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments; Shelby tube refusal WEATHERED LIMESTONE - tan LIMESTONE - tan gray 50/'/4' 50/'/4' 50/'/4' 50/<'/4' 50/'/4' 50/<%" 50/'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.172 Drilling Method: Continuous Flight Augers Log B-170 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E N G E E R I N G E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57343' W At Completion Not Observed d p > .2 � z ms 3: O IL U O a m y N .r o f a�ia�6i a W N O 6 = o �4) a I» d w .Q y •_ a J LL-PL-PI = C V a+ c M o — 3 rn o tZ •G) 3: o y Q C -oO N W 4) O Q co D V End of Day Not Measured w O T d c to Stratum Description Approximate Surface Elevation = 932.5 feet 5 10 15 931.5 928.5 912.5 GRAVELLY CLAYEY SAND (SC) - tan with weathered limestone fragments; Shelby tube refusal 4.5+ WEATHERED LIMESTONE - tan 74.p LIMESTONE - tan gray 50/'/4' 50/'/4' 50/1" 50/'/4' 50/'/2 50/<%" 50/'/4' 50/'/4' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.173 Drilling Method: Continuous Flight Augers Log B-171 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57344' W At Completion Not Observed C> p �.2 z ms 3: O IL U O a m y N .r o f N '6 4) 4)) a W N C Z = o .y > M d a m d— M '£ y._ a J LL-PL-PI = C 0 a+ N c M o — d 3 rn o .� ?j = o y Q -oO G> W 4) C Q C> c o D V End of Day Not Measured w O E N T E in c > W Stratum Description Approximate Surface Elevation = 918.3 feet 5 10 15 COX, 914.3 898.3 GRAVELLY LEAN CLAY (CL) - tan with weathered limestone fragments and trace sand 9-12-32 N=44 63 29-15-14 5 LIMESTONE - gray 50/'/2' 50/3/4' 50/'/i' 50/'/4' 50/1'/z' 50/'/4' 50/1'/4" 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.174 Drilling Method: Continuous Flight Augers Log B-172 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.73078' N Water Level Observations (feet) Date 10-18-22 While Drilling Sz 10 Longitude -97.57342' W At Completion 1 18 N d p :�. � z 3: O a U O a m N y N .r o f a�ia�6i a W oIm N O Z = o ��' a m d w •� y •_ a J LL-PL-PI = C 0 a+ 0 M o _ 3 rn a •G) a y Q -oO 4) O Q a D V End of Day Not Measured w O E CL T d 0 wms Stratum Description Approximate Surface Elevation = 897.7 feet 5 10 15 895.7 893.7 891.7 884.7 878.7 LEAN CLAY (CL) - dark brown with sand and weathered limestone seams � i 4.5+ 75 38-15-23 4 WEATHERED LIMESTONE - tan 17-14-30/5" 7 LIMESTONE - gray 50/1" 50/'/2' 11 '877.7 FAT CLAY (CH) - tan with calcareous nodules, ferrous stains, and trace sand 4.5+ 87 55-17-38 20 0.5 103 3.25 20 113 5200 WEATHERED LIMESTONE - tan 50/1" 50/1" 20 LIMESTONE - gray 50/'/2' 50/'/d' 32 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.175 Drilling Method: Continuous Flight Augers Log B-173 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.73021' N Water Level Observations (feet) Date 10-18-22 while Drilling Not Observed Longitude -97.57279' W At Completion Not Observed 0 d p � .2 z m s 3: O IL U O a m y ; N .r o �_ N '6 a�i a�6i a e: N O 6 = o •y > d a m d .y. .Q y •_ a J LL-PL-PI C C 0 a+ N 0 M o — d 3 rn 0. •G) = o y Q C -oO O O. 0 C o D V End of Day Not Measured w O E N Q T d 0. 1= W -+ c > to Stratum Description Approximate Surface Elevation = 909.4 feet 5 10 15 889.4 WEATHERED LIMESTONE - tan 40-50/3" 50/1" 50/'/2' 1'899.4 50/4" 50/'/4' LIMESTONE - tan gray 50/'/d' 50/<%" 50/<'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.176 Drilling Method: Continuous Flight Augers Log B-174 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 10-18-22 while Drilling Not Observed Longitude -97.57279' W At Completion Not Observed N d p �.2 � z ms 3: O IL U O a m G1 ; N .r o f N '6 a�ia�6i a W N O 6 = o .y > ��' a I» d w M— a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn o t� .� = o y Q C -oO 4) O Q U co D V End of Day Not Measured w d a E N CL T d 1= c to Stratum Description Approximate Surface Elevation = 916.1 feet 5 10 15 914.1 907.1 896.1 GRAVELLY LEAN CLAY (CL) - tan with weathered limestone fragments and trace sand 4.5+ WEATHERED LIMESTONE - tan 16-38-50/5" 50/3/4' LIMESTONE - tan gray 50/1" 50/<'/d' 50/<'/4' 50/<%" 50/<1/8" 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.177 Drilling Method: Continuous Flight Augers Log B-175 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas 9GE O�NG E Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57279' W At Completion Not Observed N d p � .2 z s 3: O 4. a. O a m N y N .r o _� a a�i �6i a W N O Z = o tyu (D a m d w .Q y •_ a J LL-PL-PI = C 0 a+ c M o — 3 rn a •G) E o y Q -oO 4) C Q a o D V End of Day Not Measured w O E CL T d c wm Stratum Description Approximate Surface Elevation = 917.8 feet 5 10 15 913.8 908.8 897.8 FAT CLAY (CH) - tan with trace sand 4.5+ 90 56-21-35 14 4.5+ WEATHERED LIMESTONE - tan 40-36-50/4'/2" LIMESTONE - tan gray 50/'/d' 50/<'/4' 50/'/d' 50/<%" 50/<'/4' 50/<'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.178 Drilling Method: Continuous Flight Augers Log B-176 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72857' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57280' W At Completion Not Observed N d p �.2 z ms O IL U O a m 4) ; N .r o a�ia�6i a W N 6 ��' a m d w M— LL-PL-PI = C 0 a+ 0 M _ 3 rn o t� .� o y Q C -oO O Q a D V End of Day Not Measured w O E CL T d c to Stratum Description Approximate Surface Elevation = 923.9 feet 5 10 15 1919.9 916.9 903.9 SANDY LEAN CLAY (CL) - tan with gravel and weathered limestone fragments 4.5+ 10 13-12-19 N=31 54 33-13-20 4 WEATHERED LIMESTONE - tan 20-50/6" 6 LIMESTONE - tan -gray 50/'/4' 50/<'/4' 50/'/4' 50/<'/4' 7 50/<'/4' 50/<%" 5 50/'/4' 50/<'/4' 7 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.179 Drilling Method: Continuous Flight Augers Log B-177 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R N E E Iv G E E a l lv tz Boring Location Latitude 32.728020 N Water Level Observations (feet) Date 10-14-22 While Drilling Not Observed Longitude -97.572800 W At Completion Not Observed N >.o m's 3: O o a to L £ oa a'6o m o) a IY CCVtM Zc d a rn E-6 LL-PL-PI c v°o G M o N o y a C vQi U accEW c o D v End of Day Not Measured a E 41 T N = Stratum Description Approximate Surface Elevation = 927.3 feet 5 10 15 923.3 918.3 FAT CLAY (CH) - tan with weathered limestone fragments and sand 4.5+ 10 4.5+ 85 52-16-36 8 0.6 76 WEATHERED LIMESTONE - tan 50/4'/i' 7 50/3/<" 3 LIMESTONE - tan gray 50/'/<" 50/<%" 6 50//" 50/'/i' 6 50/'/<" 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A. 180 Log B-178 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas 9GE O�NG E Boring Location Latitude 32.72748' N Water Level Observations (feet) Date 10-14-22 while Drilling Not Observed Longitude -97.57279' W At Completion Not Observed N d p � .2 z s 3: O 4. a. O a m N y N .r o �_ a a�i �6i a W N O Z = o tyu (D a m d w .Q y •_ a J LL-PL-PI = C 0 a+ c M o — 3 rn a •G) E o y Q -oO 4) C Q a o D V End of Day Not Measured w O E CL T d c wm Stratum Description Approximate Surface Elevation = 928.1 feet 5 10 15 923.1 918.1 913.1 908.1 FAT CLAY (CH) / LEAN CLAY (CH) - tan with sand and weathered limestone fragments 4.5+ 84 50-19-31 12 4.5+ 9 14-12-10 N=22 8 LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone fragments 4.5+ 50 33-14-19 10 0.0 89 17-14-21 N=35 8 WEATHERED LIMESTONE - tan 15-50/3" 11 LIMESTONE -tan gray 50/'/2' 50/<Yd' 6 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.181 Drilling Method: Continuous Flight Augers Log B-179 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eart Worth, Texas R N E E Iv G E E a l lv tz Boring Location Latitude 32.726930 N Water Level Observations (feet) Date 10-5-22 While Drilling Not Observed Longitude -97.572800 W At Completion Not Observed to do > 2 z �s 3: O a U o a Cl) L :: o �_ maf)i a IY ; o Z Mo M d a rn d w M'- £ a J LL-PL-PI c C ° V C M _ N d o y a C o0 N W 4) Q co D v End of Day Not Measured a O E T0 H a y C W Stratum Description Approximate Surface Elevation = 935.5 feet 5 10 15 931.5 929.5 915.5 CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and sand 15-27-27 N=54 17 32-18 14 5 WEATHERED LIMESTONE - tan 50/3" 50/<%" LIMESTONE - tan gray 50/1" 50/<'/d' 50/1" 50/'/d' 50/'/d' 2 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A. 182 Log B-180 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E Boring Location Latitude 32.72857' N Water Level Observations (feet) Date 10-5-22 While Drilling Not Observed Longitude -97.57213' W At Completion Not Observed N d p > .2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a W N 6 O = o ��' a m d w M .£ y ._ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn o 'G) o y Q -oO O Q a D V End of Day Not Measured w O Q' T d CL rn c WStratum w Description Approximate Surface Elevation = 909.7 feet 5 10 15 907.7 899.7 889.7 LEAN CLAY (CL) - dark brown with sand and weathered limestone fragments 4.5+ 73 49-22-27 9 SANDY LEAN CLAY (CL) - tan with weathered limestone fragments and ferrous stains tan and gray, shaley 15-16-14 N=30 8 9-14-18 N=32 13 4.5+ 60 32-12-20 12 4.5+ 12 WEATHERED LIMESTONE - tan 50/2" 14 50/2" 14 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.183 Drilling Method: Continuous Flight Augers Log B-181 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E GG E E 1I N G Boring Location Latitude 32.72912' N Water Level Observations (feet) Date 10-5-22 while Drilling Not Observed Longitude -97.57214' W At Completion Not Observed N d p .2 z 0 d O IL L) 0 a m N y N .r o �_ N -0 a0 4) a W N O Z = o •y > � d a m d w .Q y •_ a J LL-PL-PI = 0 V y N 0 M o d rn a •G) = o y Q C -oO O Q 0 a 0 D V End of Day Not Measured w a E rn CL T d 0.Stratum 1= c > wms Description Approximate Surface Elevation = 905.3 feet 5 10 15 893.3 891.3 885.3 FAT CLAY (CH) - dark brown with trace sand, gravel, and ferrous stains - tan with calcareous deposits 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ WEATHERED LIMESTONE - tan LIMESTONE - tan 50/'/z' 50/'/4' 50/'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.184 Drilling Method: Continuous Flight Augers Log B-182 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas R N E E IJ G E E R I N G E , Boring Location Latitude 32.72968' N Water Level Observations (feet) Date 10-18-22 While Drilling Not Observed Longitude -97.57212' W At Completion Not Observed N d p �.2 z ms 3: O IL U O a m 4) ; N .r o _E N '6 a�i4�6i a W N 6 = o .y > M 2 a m d w M— a J LL-PL-PI = C 0 a+ N 0 M o _ d 3 rn o t� .� = o y Q C -oO O Q C> a D V End of Day Not Measured w O E N CL T d 1= c to Stratum Description Approximate Surface Elevation = 901.7 feet 5 10 15 889.7 881.7 LEAN CLAY (CL) - dark brown with trace sand - weathered limestone seams 4.5+ 16 4.5+ 94 46-16-30 10 0.5 101 4.5+ 10 125 41,600 4.5+ 11 30-40-50 N=90 9 WEATHERED LIMESTONE - tan 50/3" 50/'/4' 7 50/1" 50/1'/4' 13 20 Boring Terminated at Approximately 20 Feet Material boundaries area roAmate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.185 Drilling Method: Continuous Flight Augers Log B-183 Project No. 22-26749 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Eort Worth, Texas O�NG 9GE E Boring Location Latitude 32.73022' N Water Level Observations (feet) Date 10-18-22 While Drilling Not Observed Longitude -97.57213' W At Completion Not Observed N d p � .2 z ms 3: O IL U O a m G1 ; N .r o �_ a�ia�6i a W N O 6 = o ��' a m d w M. .£ y ._ a J LL-PL-PI = C 0 a+ 0 M o — 3 rn a .� o y Q -oO O Q a D V End of Day Not Measured w O Q' T d rn c w Stratum Description Approximate Surface Elevation = 901.5 feet 5 10 15 895.5 892.5 881.5 FAT CLAY (CH) - dark brown with sand and weathered limestone fragments - calcareous deposits 4.5+ 9 4.5+ 82 54-20-34 12 2.2 119 4.5+ 13 CLAYEY SAND (SC) - tan with weathered limestone fragments 16-14-13 N=27 39 31-15-16 8 WEATHERED LIMESTONE - tan 50/'/i' 50/<'/4" 8 50/1" 50/'/4' 7 50/2" 50/1" 13 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: CoreCo USA Plate A.186 Drilling Method: Continuous Flight Augers SOIL OR ROCK TYPES R V umented Fill We-raean(SW)€NGE j Lean Clay (CL) Clayey Sand (SC) EE DRILLING AND SAMPLING METHODS i XSplit Gravelly Lean Clay (CL) Well -Graded Gravel (GW) 0 00o ® Fat Clay (CH) MMarl Shelby Texas Tube Spoon Cone Pen CFA HSA Rock ° Gravelly Fat Clay (CH) ---- - Weathered Shale Clayey Gravel (GC) Ed Shale Silt (ML) � Weathered Limestone Poorly -Graded Sand (SP)1E] Limestone Core TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50 % Passing No. 200 Sieve) Consistency Penetrometer Reading, (tsf) Unconfined Compression, (psf) Very Soft < 0.5 < 1000 Soft 0.5 to 1.0 1000 to 2000 Firm 1.0 to 2.0 2000 to 4000 Hard 2.0 to 4.0 4000 to 8000 Very Hard > 4.0 > 8000 Coarse Grained Soils (More than 50 % Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (Blows / Foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Over 50 Dense 70 to 90% Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that ate slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternated layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to hard in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.187 Divisions Grp. Typical Names Laboratory Classification . f .Major Sym Criteria R J�RG graded gravels, E N G E 2 U)Well m a) GW gravel -sand mixtures, o U) Cn (Z o little or no fines 0 D60 (DJ' L Cu -greater than 4: C� ------ between 1 and 3 o^ a)C ° i p o DxD 10 60 Poorly graded gravels, Y o U = GP gravel -sand mixtures, o �, �, > J _. little or no fines o Not meeting all gradation requirements o u) .T 0 Cn ° for GW Z U) c CZ O (D o O N � a U to cn U) Silty gravels, gravel - Liquid and Plastic limits Liquid and plastic o � v� Z o �, GM sand - silt mixtures ° > N N .� — ca below "A" line or P.I. limits plotting in � U) U) W U? Z3 greater than 4 hatched zone a o o N � °, between 4 and 7 Liquid and Plastic limits Q c °' z :L are borderline (D _ ' o �, a ° GC Clayey gravels, gravel E U U o above A line with P.I. cases requiring use q g a; E m Q L -sand -clay mixtures "- greater than 7 of dual symbols U' N cn o E U c>v c U) L U IDSW Well graded sands, g 0 °' U)U ` D (DJ' fi0 ^ -0 .� gravelly sands, little Or C .o Cu - greater than 6: C = ------ between 1 and 3 C ° O N — °c no fines10 M 5 .L D10 DxD°° ° N Poorly graded sands, Not meeting all gradation requirements (n -- ° m Cn 0 m U SP gravelly sands, little or o � o ; for SW m ° no fines � � Q o Silty sands, sand silt Liquid and, Plastic limits Liquid and plastic a Cn — SM mixtures L �, w -6 ca 0-below A line or P.I. limits plotting L E less than 4 between 4 and 7 "§ ;v .� c v� w (DO o Q o Clayey sands, sand a J LO Liquid and Plastic limits cases requiring use Q SC clay mixtures °' Q above A line with P.I. of dual symbols ° Q o greater than 7 Inorganic silts and very fine ML sands, rock flour, silty or 5, (n clayey fine sands, or clayey 60 U) — silts with slight plasticity o U E LO Inorganic clays of low to N — M CL medium plasticity, gravelly Z U)clays, sandy clays, silty 50 clays, and lean clays CH O U) J .� OL Organic silts and organic silty clays of low plasticity w 40 silts, micaceous NInorganic N L MH or diatomaceous fine sandy L 30 or silty soils, elastic silts co U ° OH and MH ' ^ U ii CH Inorganic clays of high 20 � E ca = plasticity, fat clays CL Cn- 0 10 is J OH Organic clays of medium to high plasticity, organic silts CL-ML c M and OL c� 0 40 50 60 70 80 90 0 10 20 30 100 o — Pt Peat and other highly 0)0) o = organic soils LIQUID LIMIT O PLASTICITY CHART UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.188 R JFNG E N G.E rtST: 1972 SOLUBLE SULFATE TEST RESULTS Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Fort Worth, Texas Rone Project Number: 22-26749 Boring Depth (ft) Sulfates (ppm) B-16 4-6 <100 B-39 6-8 <100 B-43 2-4 <100 B-72 8.5-10 267 B-108 6-8 <100 B-149 2-4 <100 B-163 2-4 <100 B-167 0-2 <100 B-178 6-8 440 B-182 2-4 <100 PLATE A.189 9G-E NE E R I N G EST: 1972 SWELL TEST RESULTS Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Fort Worth, Texas Rone Project Number: 22-26749 Boring Depth (ft) Liquid Limit Plastic Limit Plasticity Index Initial MC ° (/°) Final MC % ( ) Load (p sf) Swell Pressure sf Swell (%) B-1 9 49 19 30 16 22 1125 -- 5.0 B-2 3 64 25 39 15 23 375 -- 9.5 B-4 9 48 20 28 22 28 1125 -- 5.9 B-7 9 45 19 26 14 17 1125 -- 1.3 B-8 3 41 22 19 8 21 375 -- 4.4 B-12 5 38 19 19 9 19 625 -- 3.6 B-13 9 44 16 29 34 35 1125 -- 1.4 B-14 7 51 16 35 26 29 875 -- 1.4 B-16 5 42 14 28 10 20 625 -- 1.9 B-17 3 50 17 33 18 26 375 -- 1.2 B-19 7 31 15 16 13 18 875 -- 0.0 B-21 7 41 17 24 21 23 875 -- 0.7 B-24 7 45 14 31 14 19 875 -- 1.2 B-27 3 50 16 34 11 28 375 -- 0.0 B-31 7 47 14 33 10 20 875 -- 1.4 B-39 9 58 17 42 17 19 1125 2,000 0.9 B-50 9 76 24 53 26 30 1125 -- 3.7 B-52 3 58 20 39 24 29 375 -- 5.5 B-54 9 50 18 32 23 25 1125 -- 0.8 B-55 3 1 49 16 33 13 20 375 -- 6.6 B-61 5 50 18 32 6 22 625 -- 0.0 B-63 5 42 13 29 10 21 625 -- 2.1 B-64 3 59 17 41 13 29 375 -- 2.9 B-65 7 52 15 36 17 28 875 6,500 7.4 B-67 9 51 14 37 20 24 1125 -- 1.4 B-69 3 49 16 33 10 18 375 -- 4.5 B-70 5 56 19 37 14 22 625 -- 6.7 B-78 5 64 19 45 17 33 625 -- 5.2 B-79 3 70 15 55 -3 20 375 -- 3.7 B-81 3 54 22 32 14 21 375 -- 5.2 B-82 5 51 17 33 13 23 625 -- 0.2 B-84 9 72 29 43 29 34 1125 -- 1.1 B-85 3 29 10 19 15 21 375 -- 0.0 B-91 3 37 16 21 9 23 375 -- 0.1 B-94 9 57 18 39 10 16 1125 -- 0.0 B-95 3 55 19 36 13 23 375 -- 3.5 B-97 9 47 16 31 19 21 1125 -- 0.0 B-103 9 50 18 31 19 20 1125 -- 0.0 B-108 7 40 14 26 13 18 875 -- 2.2 PLATE A.190a R E N G)NE E E R I N G ca', 1B7i SWELL TEST RESULTS Walsh Ranch PA5 Southwest of The Walsh Ranch Community and 1-20 Fort Worth, Texas Rone Project Number: 22-26749 Boring Depth (ft) Liquid Limit Plastic Limit Plasticity Index Initial MC ° (/°) Final MC % ( ) Load (p sf) Swell Pressure sf Swell (%) B-111 5 69 22 46 16 27 625 -- 6.6 B-112 14 55 21 34 20 24 1750 -- 1.4 B-113 5 46 16 30 13 25 625 -- 4.4 B-114 7 51 16 35 16 21 875 -- 1.3 B-115 9 63 22 41 16 21 1125 -- 0.8 B-117 5 47 22 25 16 23 625 -- 6.8 B-118 7 41 16 25 14 20 875 -- 0.1 B-119 9 67 22 45 32 39 1125 -- 3.2 B-120 5 31 19 12 10 24 625 -- 0.0 B-128 9 48 16 32 29 34 1125 -- 1.9 B-129 3 63 19 44 12 23 375 -- 5.0 B-130 5 65 23 42 15 28 625 -- 7.6 B-132 3 43 16 26 11 24 375 -- 2.6 B-133 3 51 20 30 18 24 375 -- 2.9 B-134 5 41 19 22 9 24 625 -- 0.0 B-135 9 53 18 35 18 22 1125 -- 3.4 B-136 7 47 19 28 18 35 875 -- 0.0 B-140 5 46 16 30 11 18 625 -- 5.3 B-141 7 34 15 19 11 18 875 -- 0.7 B-142 3 49 21 28 16 27 375 -- 0.1 B-146 5 43 16 26 9 24 625 -- 0.1 B-149 3 56 17 39 12 21 375 -- 9.6 B-152 3 48 16 33 10 23 375 -- 6.1 B-153 3 63 18 45 16 34 375 -- 14.2 B-157 7 33 15 19 17 20 875 1,100 0.2 B-160 7 62 18 44 20 32 875 -- 4.5 B-161 1 49 20 29 9 23 125 -- 9.6 B-162 3 53 17 36 12 27 375 -- 0.5 B-163 3 49 20 29 10 20 375 -- 6.0 PLATE A.190b R E E N G E E R I N G 1972 Project Name Project No. Description USCS Boring No. Depth, (ft) Percent Swell, in -situ Liquid Limit Plasticity Index Passing No. 200, (%) Specific Gravity, (G, ) 1.00% 0.90% 0.80% 0.70% 0.60% m 3 rn 0.50% m y 0.40% 0.30% 0.20% 0.10% 0.00% 1.520 1.515 1.510 —' 1.505 m E ' 1.500 0 1.495 U a 1.490 1.485 1.480 1.475 Swell Pressure Test Walsh Ranch PA5 Test End Date 22-26749 Reviewed By Tan Fat Clay with sand and trace gravel CH B-39 8-10' 0.9% 58 42 73 2.66 0 5 10 September 16, 2022 S. Williams Initial Final Moisture Content, (%) 16.7 18.7 Penetrometer, (tsf) 4.5+ 4.50 Dry Unit Weight, (pcf) 111.2 109.4 Saturation, (%) 90.3 96.1 Void Ratio, (e) 0.492 0.518 Specific Volume, (v) 1.49 1.52 Restraining Pressure, (psf) 1,996 1,125 2,500 2,000 500 0 15 30 60 120 180 240 300 360 1,440 2,880 4,320 5,760 Time (mins) ♦Time vs. Vertical Swell - --- Time vs. Restraining Pressure 16.7 18.7 Moisture Content (%) V! N PLATE A.191 R E E N G ) E E R 1 N G 1972 Swell Pressure Test Project Name Walsh Ranch PA5 Test End Date October 24, 2022 Project No. 22-26749 Reviewed By S. Williams Description Tan Fat Clay with gravel and trace sand USCS CH Initial Boring No. B-65 Moisture Content, (%) 17.1 Depth, (ft) 6-8' Penetrometer, (tsf) 4.5+ Percent Swell, in -situ 7.4% Dry Unit Weight, (pcf) 111.8 Liquid Limit 52 Saturation, (%) 94.5 Plasticity Index 36 Void Ratio, (e) 0.479 Passing No. 200, (%) 71 Specific Volume, (v) 1.48 Specific Gravity, (GS) 8 00°/ 2.65 Restraining Pressure, (psf) 6,472 o 7.00% 6.00% 5.00% d 3 to 4.00% 0 u r > 3.00% 2.00% 1.00% 0.00% 1.650 1.600 N E 1.550 z 0 u 1.500 d a rn 1.450 1.400 Final 28.1 4.50 102.2 120.4 0.618 1.62 875 ' ' ' Restraining Pressure returned to in -situ state at this time • , L _ 0 a I O 'b 'Q, 'h �O �O ^�O ^�O ��O ��O ��O �kO ��O ��O ��O O O OHO Time (mins) f Time vs. Vertical Swell - -A- Time vs. Restraining Pressure 17.1 28.1 Moisture Content (%) 7,000 11-016111 5,000 N a am 4,000 y a a� 3,000 S N 2,000 1Y 1,000 0 PLATE A.192 9GI NE ER I fUG Swell Pressure Test Project Name Walsh Ranch PA5 Test End Date November 7, 2022 Project No. 22-26749 Reviewed By S. Williams Description Tan Sandy Clayey Gravel USCS GC Initial Final Boring No. B-157 Moisture Content, (%) 16.7 19.6 Depth, (ft) 6-8' Penetrometer, (tsf) 4.50 3.00 Percent Swell, in -situ 0.2% Dry Unit Weight, (pcf) 108.6 106.0 Liquid Limit 45 Saturation, (%) 84.1 92.1 Plasticity Index 28 Void Ratio, (e) 0.528 0.566 Passing No. 200, (%) 82 Specific Volume, (v) 1.53 1.57 Specific Gravity, (Gs) 2.66 Restraining Pressure, (psf) 1,085 875 0.25% U r 0.10% 0.05% 0.00% 1.570 1.560 >' 1.550 m z 1.540 0 1.530 'u m 0_ U) 1.520 1.510 1.500 'p ^p ��O 000 �00 ��O o�0 OHO �00 boo OHO oho N, Time (mins) ♦Time vs. Vertical Swell - *- Time vs. Restraining Pressure 16.7 19.6 Moisture Content (%) 1,200 1.000 N 800 9 200 0 PLATE A.193 U.S. Standard Sieve U.S. Standard Sieve Numbers Hydrometer N O °p O (O Co'L Co CoNO CD O N 100 90 80 70 t rn 60 50 m ii c 40 a� L m °- 30 20 10 0 + 1000 100 10 1 0.1 0.01 0.001 Grain Size - mm Legend Sample No Depth, ft %Gravel %Sand %Silt Legend Sample No Depth, ft %Gravel %Sand %Silt B-157 6-8' 3.7 30.0 42.6 U.S. Standard Sieve U.S. Standard Sieve Numbers Hydrometer N O °p O O (O CoCo'L Co 100 90 80 70 t rn 60 m 50 ii c 40 a� L °- 30 20 10 0 + 1000 100 10 1 0.1 0.01 0.001 Grain Size - mm Material Description Tan Sandy Lean Clay (CL) RESULTS OF SIEVE ANALYSIS ONG Walsh Ranch PA5 E N G E Fort Worth, Texas Rone Engineering Services, Ltd. EST. 1972 22-26749 1 PLATE A.195 U.S. Standard Sieve U.S. Standard Sieve Numbers Hydrometer N O � � O O CD CD O to Co 'L Co M 100 90 80 70 t rn 60 50 m ii c 40 a� L m °- 30 20 10 0 + 1000 100 10 1 0.1 0.01 0.001 Grain Size - mm Legend Sample No Depth, ft %Gravel %Sand %Silt /_1W»►19]/:�:l FIELD EXPLORATION Subsurface conditions were defined by 183 sample borings located as shown on the Boring Location Diagrams, Plate A. The borings were completed at locations staked in the field by Rone personnel. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Boring. Sample depth, description, and soil classification based on the Unified Soil Classification System are shown on the Logs of Boring. Keys to the symbols and terms used on the Logs of Boring are presented in the appendix section of the report. Relatively undisturbed samples of cohesive soils were obtained using nominal 3-inch diameter tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a'/4 inch diameter piston is pushed into a relatively undisturbed sample at a constant rate to a depth of approximately'/4 inch. The results of these tests are presented at the respective sample depths on the Logs of Boring. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples of stiff and/or granular materials were obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2-inch OD split -barrel sampler driven 18 inches into the ground using a 140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the logs of boring at the depth of sampling. The samples were sealed and returned to our laboratory for further examination and testing. The rock and rock -like materials encountered in the borings were evaluated with a modified version of the Texas Cone Penetration test. Texas Department of Transportation (TX -DOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely All falling 24 inches. This results in 340 foot-pounds of energy for each hammer blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot- pounds of energy per blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at the respective test depths as blows-per-6-inches on the log of boring. In hard materials (rock or rock -like), the penetrometer cone is driven and the resulting penetration distances are recorded in inches for the first and second sets of 50 blows, for a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the logs of boring. Groundwater observations during and at completion of drilling are shown on the Logs of Boring. Upon completion, the boreholes were backfilled with auger cuttings to the ground surface. B.1 LABORATORY TESTING General Laboratory tests were performed on selected samples retrieved from the borings to evaluate the engineering characteristics of the subsurface materials, and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were described by an engineering geologist or senior staff member in the field and/or the laboratory, and were later refined based on results of the laboratory tests performed. Classification Tests All soil samples were classified and described, in part, using the Unified Soil Classification System (USCS). Visual classification of soils was verified by index testing, including natural moisture content determinations, Atterberg limits determinations, and gradation tests (percent passing the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with applicable American Society for Testing and Materials (ASTM) procedures as follows: Test ASTM Standard Number Atterberg Limits D4318 Percentage of Particles Passing the No. 200 Sieve D1140 Moisture Content D2216 Dry Unit Weight D2167 Unconfined Compressive Strength D2166 Free Swell Test D4546, Method B Swell Pressure Test N.A. Hydrometer D7929 Soluble Sulfate Concentration TEX-145-E Free Swell Test A soil sample is placed in a steel ring and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. Detailed swell test results are included in Appendix A. AIN BONE Swell Pressure Test (Constant Volume Swell) A sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and begin increasing the normal load in increments as necessary to restrain any swelling. The test is continued until the swelling pressure is fully developed. Then unload the soil to the estimated overburden pressure. Detailed swell test results are shown in Appendix A. Unconfined Compression Strength Test - Soil In the unconfined compression test, a cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Strengths determined by this test are tabulated at their respective sample depths on the Logs of Boring. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. Hydrometer Test A representative sample of the material is thoroughly mixed with water and a dispersing agent, and placed into a cylindrical column of water. A sphygmomanometer is used to measure the decrease in density of the soil/water slurry as soil particles settle out of the mixture. The rate in density change is used to determine the particle size distribution of material finer than the No. 200 sieve. Soluble Sulfate Concentration Tests A small sample is dried, crushed, and ground, and then mixed into a container of distilled water and allowed to soak at least 12 hours. After soaking, the solution is stirred again, and the soil is filtered from the water. A sulfate test tablet is dissolved into a small amount of the filtered water, and the amount of light passing through the resulting solution is measured using a colorimeter to determine sulfate content. Soluble sulfate test results are summarized in Appendix A. B.2 R NE G EEFiHG Rone Specification 400 =_ LIME STABILIZATION OF COMPACTED CLAYEY SOILS 1. Description Mix and compact lime and water with in -place, pre -compacted clayey soil in order to construct a lime stabilized subgrade in accordance with this specification and as required by the geotechnical report and site design plans and specifications. 2. Materials 2.1 Lime Furnish hydrated (slaked) lime, commercial lime slurry, quicklime, or carbide lime slurry that meets the requirements of DMS-6350, "Lime and Lime Slurry" and DMS-6330 "Pre -Qualification of Lime Sources." Do not use quicklime when sulfates are present in quantities greater than 3,000 ppm. When furnishing quicklime, provide it in bulk. 2.2 Water Furnish potable water free of and wastes and other deleterious or objectionable material. 2.3 In -Place Clay Soils In accordance with Rone's geotechnical report. 2.4 Mix Design Rone will provide the required lime mix percentage in accordance with the geotechnical report. 3. Equipment Furnish equipment in accordance with Item 260 of the latest edition of the Standard Specifications for Construction of Highways, Streets and Bridges, Texas Department of Transportation (TxDOT). 4. Construction Construct the lime -stabilized subgrade as required by the geotechnical report and design specifications in accordance with the following construction steps. 4.1 In -Place, Pre -Compacted Grades The in -place clay subgrade must be fully compacted using kneading compaction wet -of the optimum moisture contents in construction in full accordance with Rone's compaction control specifications as provided in the geotechnical report or report addendum, and to the lines and grades required in the project plans and specifications. The moisture states of the finished grades shall have been maintained in accordance with the geotechnical report. 4.2 Preparation of the In -Place, Pre -Compacted Grades 5/19/21 Lightly spray the grade surface with water. If visible drying has occurred on the grade surfaces since compaction, spray additional water in those areas as may be needed to establish a Page 1 of 3 Lj Rone Specification 400 wetted surface and preserve the wet -of -optimum moisture states established during compaction. Allow soak time before scarifying any areas requiring more significant wetting. 4.3 Scarification Use a road mixer to fully scarify and pulverize the in -place grades to the design stabilization depth. The pre -kneaded clays will pulverize to optimal surface area exposure for lime coating and mixing. Spray any scarified soils that appear visibly dry. The scarified depth must appear visibly well pulverized and moist before application of lime. 4.4 Application 5/19/21 Uniformly apply lime using dry or slurry placement as shown on the plans or as directed. Slurry placement is recommended for most efficient hydration and stabilization. Add lime at the required percentage in accordance with the geotechnical report. Apply lime only on areas where mixing can be completed during the same working day. Start lime application only when the air temperature is at least 350F and rising or is at least 40°F. Temperatures must be taken in the shade and away from artificial heat. Lime may not be applied during rainfall. Suspend application when weather conditions become unsuitable. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. Use of quicklime can be hazardous. Inform users of the recommended precautions for handling and storage. 4.4.1 Slurry Placement Provide lime slurry free of objectionable materials, at or above the minimum dry solids content, and with a uniform consistency that will allow ease of handling and uniform application. Deliver commercial lime slurry or carbide lime slurry to the jobsite, or use hydrated lime or quicklime to prepare lime slurry at the jobsite or other approved location, as specified. When dry quicklime is applied as slurry, use 80% of the amount required. Distribute the prepared slurry uniformly over measured sections of the scarified grades until the specified lime content is reached. Uniformly spread the residue from quicklime slurry over the length of the section being processed. 4.4.2 Dry Placement Distribute the required quantity of hydrated lime or pebble grade quicklime with approved equipment. Only hydrated lime may be distributed by bag. Do not use a motor grader to spread hydrated lime. Page 2 of 3 B.3 Rone Specification 400 5. Mixing Begin mixing within 2 hours of application. Hydrated lime shall not be exposed to the open air for more than 3 hours. When pebble grade quicklime is placed dry, mixing must be done immediately after application. Mixing must be conducted thoroughly and uniformly using a road mixer. Allow the lime mixture to soak, hydrate and flocculate the pulverized clay soil for at least 4 hours and no more than 24 hours. Add water as needed to maintain a moist condition and prevent excessive drying to support hydration and chemical reaction during and after mixing and prior to compaction. Mixed soils should not be exposed to rain prior to compaction. Mixed soils exposed to rain prior to compaction may require full rework with reapplication of lime and remixing. 6. Compaction After 4 to 24 hours, the mixed layer may be compacted. The mixed lift must be fully and uniformly compacted with a footed compactor wet -of the optimum moisture contents generated during compaction in accordance with the compaction specifications provided in the geotechnical report. The footed compactors must be utilized in static mode, without vibration. Full compaction must occur before any heavy rainfall. 7. Finishing Immediately after completing compaction, blade and smooth roll the surface as needed to establish a smooth surface to the required design lines and grades. Add small amounts of water if and where needed during shaping and rolling. 8. Curing Cure the stabilized subgrade for at least 24 hours and as needed to establish a sturdy working surface before traversing with construction traffic and subsequent construction. Maintain moisture as may be needed during curing. ( 5/19/21 Page 3 of 3 B.3 APPENDIX C r- Geotechnical-Engineering Report ---) The Geoprofessional Business Association (GBA) has prepared this advisory to help you — assumedly a client representative — interpret and apply this geotechnical-engineering report as effectively as possible. In that way, you can benefit from a lowered exposure to problems associated with subsurface conditions at project sites and development of them that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed herein, contact your GBA-member geotechnical engineer. Active engagement in GBA exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Understand the Geotechnical-Engineering Services Provided for this Report Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities. The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions. Geotechnical-Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil -works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical- engineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this report if your geotechnical engineer prepared it: • for a different client; • for a different project or purpose; • for a different site (that may or may not include all or a portion of the original site); or • before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time — if any is required at all — could prevent major problems. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full. You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project -specific factors when developing the scope of study behind this report and developing the confirmation -dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those that affect: • the site's size or shape; • the elevation, configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project or site changes — even minor ones — and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered. Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ - maybe significantly - from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed. This Report's Recommendations Are Confirmation -Dependent The recommendations included in this report - including any options or alternatives - are confirmation -dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation -dependent recommendations if you fail to retain that engineer to perform construction observation. This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to: • confer with other design -team members; • help develop specifications; review pertinent elements of other design professionals' plans and specifications; and • be available whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction - phase observations. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated -subsurface -conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you've included the material for information purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled "limitations;' many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The personnel, equipment, and techniques used to perform an environmental study - e.g., a "phase -one" or "phase -two" environmental site assessment - differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk -management guidance. Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer's services were not designed, conducted, or intended to prevent migration of moisture - including water vapor - from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material -performance deficiencies. Accordingly, proper implementation of the geotechnical engineer's recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building -envelope or mold specialists on the design team. Geotechnical engineers are not building -envelope or mold specialists. GEOPROFESSIONAL BUSINESS GAFA ASSOCIATION Telephone: 301 /565-2733 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBAs specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind. Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent GR-01 60 00 Product Requirements FQRTWQRTH. 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MH Rin and Covec Star Pi a Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia, MH Ring and Cover Aooucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH In, and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Leck/MPIC/T-Gasket ASSFITO M105 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Rin and Cover (Lockable) CI SIP Industries 2280 32" ASTM A 48 30" Dia, 12/05/23 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 OS 13 30" Dia. MH Rin and Cover Com osite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hin 30" Dia. 10/07/2I 34 OS 13 30" Dia. MH Rin and Cover Trumbull Manufacturing32" 30" Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Titht & Pressure Tiuht 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 33 05 13 Manhole Frames and Covers Neenah Castro 24" Dia.- 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Found 300-24P 24" Dia. 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers SIP Seraraore Industries Private Ltd. 300-24-23.75 Ping and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 33 39 10 Manhole, Precast Concrete Hydro, Conduit Corp SPL Item #49 ASTM C 478 48" 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, nmg an at top, Transition Cones ASTM C 478 48" to 84" I.D. 06/09/10 33 39 10 Manhole, Precast Reinforced Pol er Concrete US Com osite Pie Reinforced Pol er Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pi a and Precast W" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 3920 Manhole, Precast (Reinforced Pol er) Concrete P3 Poll ere, RmkHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Pol er) Concrete Amitech USA Meyer Pol Crete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 1 33 3920 For use when Std. MH cannot be Wastewater Access Chamber Quickstrearm Solutions, Inc. Type 8 Maintenace Shaft Po it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious EI-14 Manhole Rehab S terns uadex 04/23/01 EI-14 Manhole Rehab S terns Standard Cement Materials, Inc. Reliner MSP EI-14 Manhole Rehab Systems AP/M Permaform 4/20/01 EI-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehabs stem Liner Triplex Lining System MHrepair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use * From Original Standard Products List FQRTWQRTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 EI-14 Manhole Rehab Systems Sprayrog, Spray Wall Polymethame Coating ASTM D639/D790 12/14/01 Coating for Corrosionprotection(Exterior) ERTECH Series 20230 and 2100 (As hack Emulsion) Structures Onl 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, SIBB, SI, S2 Acid Resistance Test Se --A lications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applicatrona 03/19/18 33 05 16, 33 39 10, 333920 Coatingfor Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (As hatio Emulsion For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 33 05 13 Manhole Insert Knutson En erpris. Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert Nollm-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casina Spacers 33-05-24 (07/01/131 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 IC.si.g Spacers BWM SS-12 Casing Spacer(Swinless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non -pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSSI2 09/03/24 33 OS 13 Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C 150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thrn 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatines/Epoxv 33-39-60 (0118/131 02/25/02 E oxy Lining System Sauereisen, Inc S—Gard 21ORS LA County 9210-1.33 12/14/01 E oxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 jCoatirga for Corrosion Protection Chesterton Arc 791, SIHB, SI, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatin s for Corrosion Protection Warren Environmental S-301 and M-301 S—Applicati,ans Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 lAir Release Valve A.R.I. USA, Inc. D025LTP02 Com osite Body) 2" Sewer - Pipes/Concrete Et-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 - EI-04 Conc. Pipe, Reinforced Hydra Conduit Co oration Class III T&G, SPL Item #77 ASTM C 76 - EI-04 Conc. Pipe, Reinforced Hanson Concrete Products ASTM C 76 - E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pioe Enlarement System (Method)33-31-23 (01/18/131 PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. A roved Previous) McConnell S tems McLat Construction PolyethyleneHouston, Texas A roved Previous) TRS Systems Tre rchless Replacement System PolyethyleneCal , Canada Approved Previous) Sewer- Pioe/Fiberelass Reinforced/ 33-31-13(1/8/131 7/21 /97 3331 13 Cent. Cast Fiberglass FRP Hobas Pipe USA, Inc. Hobas Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiberglass Pipe FRP Ameron Bondstrand RPMP Pie ASTM D3262/D3754 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pipe FRP Thom son Pipe Group Thom son Pipe Flowtite ASTM D32621D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Bom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 * From Original Standard Products List FQRTWQRTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polymer Pipe 4/14/05 Pol er Modified Concrete Pie Amitech USA Meyer Pol Crete Pie ASTM C33, A276, F477 8" to 10211, Class V 06/09/10 El-9 lReinforced Polyrner Concrete Pie US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76 Sewer - Pioes/HDPE 33-31-23(1/8/13) - Hi h-densi of eth lene i Phillips Drisco i e, Inc ficore Ductile Polyethylene Pie ASTM D 1248 x" -- Hh-densiofethllene i Plexco Inc. 8" Hdensityoa h- Poll pipe, Ic.i ASM 248 8" Hi h-densi ene i o mcut ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pioes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie 1-M Manufacturing Co., Inc. 1M Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - I5" 12/23/97* 33-31-20 PVC Sewer Pie Diamond Plastics Corporation, SDR-26 PSI IS ASTM D 3034 4" thm 15" 33-31-20 PVC Sewer Pie Lamson V lon Pie SDR-26(PSI I5 ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI!;) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie J-M Manufacturing Co, Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 JPVC Sewer Fittings Harco SDR-26 PS I15 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC we Pie Pi elife Jet Stream SDR 26 S I l5 ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 333120 PVC S—Pie NAPCOWestlake SDR 26 ASTM D3034 4" 10/22/2020 33 3120 PVC Sewer Pie Sanderson Pipe Corp. SDR 26 ASTM D3034 10/21/2020 1 33 3120 PVC Sewer Pie NAPCO Westlake SDR 26 PS 115 ASTM F-679 18"- 36" * From Original Standard Products List FQRTWQRTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/01/131 09/03/24 33-1240 Double Sha Saddle Ford Meter Box Co., Inc. 202B I"-2" SVC, u to 16" Pipe 01/18/18 33-12-10 Double Sha Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Soup Saddle Smith Blair k317 N on Coated Double Strap Saddle 07/23/12 33-12-10 Double Soup Service Saddle Mueller Company DRZS Double SS Stra Dl Saddle AWWA C800 1"-2"SVC, u to 24"Pipe 03/07/23 33-12-10 Double Stra Service Saddle Powerseal 3450AS, Incl. Corp'Stop,Dbl Strap, Stainless NSF ANSI 372 1 "-2" SVC, u to 24" Pipe 10/27/87 Curb Sto s-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and V 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M I %" and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FBI600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co, Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Sto a -Ball Meter Valves Ford Meter Box Co, Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co, Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSE 61, ANSI/NSF 372 2" 5/25/2019 33-12-10 Curb Stops -Ball Meter Valves Mueller Co, Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSE 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co, Ltd. B-25000N, B-20200N-3,H-15000N, H- 1553ON AWWA C800, ANSE 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 ITapping Sleeve Coated Steel) JCM Industries, Inc. 412 Ta in Sleeve ESS AWWA A C-223 U to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stan,] -Steel JCM Industries, Inc. 415 Ta in Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tap ing Sleeve Stainless Steep Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 O p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Coro osite Lid DEW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Ha CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Fia CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 L01/08/131 * E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" Et-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2" 1" & 2" EI-11 lConabination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hdrarut Arneriesn-D.1mg Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrcl Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT K..cdy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire H ant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AW WA C-502 01/15/88 E1-12 D Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ East Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 1 E101-5 1DetectorChockMeter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 1 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List FQRTWQRTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. Classsification I Manufacturer I Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-I1-12 PVC Pressure Pie Vin ltech PVC Pie DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vin ltech PVC Pie DR18 AWWA C900, AWWA C605, ASTM DI784 I6"-18" 09/03/24 33-I1-12 PVC Pressure Pie Northem Pie Products DR14 AWWA C900, AWWA C605, ASTM DI784 4"-16" 09/03/24 33-I1-12 PVC Pressure Pie Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 IPVC Pressure Pie Pi elife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4" 28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16" 24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - PipesNalves & Fittines/Ductile Iron Fittings 33-11-11 (Ol/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & CHO E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/1*1/98 EI-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 EI-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co.Nnl-Flan e Uni-Flange Series 1400 AWWA C1I 1/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co.Nni-Flan a Uni-Flange Series 1500 Circle -Lock AWWA CI I I/C153 4" to 24" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWAClll/Cll6/Cl53 411to12" 02/29/12 33-I1-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AW WA CI11/C116/C153 4" to I" 02/29/12 33-I1-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AW WA C111/CI16/C153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCIO AWWA CI11/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA CI11/C153 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C11l/C153 12" to 24" 08/10/98 E I-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C 153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Seram ors) Mechanical Joint Fittings AW WA C153 4" to 24" 11/07/16 33-I1-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA Cl I1 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA Cl 11 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Seram ore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA Cl I1 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA Cl 11 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industriea(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AW WA CI 1 I 16"-24" * From Original Standard Products List FQRTWQRTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water - Piues/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/151 Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 ISO 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 ISO 94-20247 AWWA C515 16" 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Cornpany American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 lResilient Wedge Gate Valve American AVK Company 20" and smaller EI-26 Resilient Seated Gate Valve Kennedy 4" - 12" EI-26 Resilient Seated Gate Valve M&H 4" - 12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 1 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV ISO D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24" and smaller 11 /29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AW WA C515 30" and 36"(Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal 250, re airements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works EJ F1owMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR I AW WA/ANSI Ct 15/An21.15 1 4" to 16" Water - Piues/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezmik Valves Co. AWWA C-504 24" and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E I-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33122I Rubber Seated Butterfly Valve G. A. Industries Golden Anderson AWWA C504 Butterfly Valve AWWAC-504 30"-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 I" - 48" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 I Polyethylene Encasment 171-sol Packaging Fulton Enterprises AWWA CI05 8 it LLD 05/12/05 EI-13 Pol ethylene Encasment Mountain States Plastics MSP and ALP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Pol th lone Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 1 33-11-1 I jPolyethylone Encasment Northtown Products Inc. PE Encasement for DIP AWWA C 105 8 mil LLD Water - Sampling .Station 03/07/23 33 1250 1 Water Sampling Station Ku ferle Foundry Counpary Eclipse, Number 88, 12-inch Depth ofBury As shown in spec. 33 12 50 09/02/24 33 12 50 Water Sampling Station Mueller Water Products, Inc. Model 13SMl-36-MUDG2--D-NL, Freeze Proof, Hasp for Locking Access Hatch Water - Automatic Flusher 10/21/20 Automated Flushing Systorn Mueller Hydroguand HG6-A-IN-2-BRN-LPRR(Ponable) HG2-A-IN--2-PVC-018-LP Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupfule Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Deparhment's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List F Z MMMMMMMMMMQMmMMmmMMMMMMMMMMMMMMmM>mmMMMMMMM���,MMMM oMMMMMMMMMMMmMmMmMMMMM<MMM�,MMMMmMmM 2--- 2 3 3 3-? ? 3 3 5? = 3 3 - -- - - - 2? 2 2 2 2 2 3 3?? 3? 2 3 3 .9 5 fl m C 9 N v i Z°c z � c � m U � S �5 UU�mail � °m 6 .5 ail cJ � J�' o = � � � 3� cQ❑ [i 5 ,� � O [�� ^5� �� � � � °-�Up a o vc_i `c W c ❑v ❑m 'Y U o� � i � Cc ci � � iJm � �q > o m=°�'" �. °o > `c �` K � m S `�d m � '�C w y N � Em° t C'�a � °vt °vt ¢ ` rj B 'c y [i. 3:np V ¢ .9n r���6 6 a��� y,b � � � v x ��K �dl r�'.�iim�❑ Y o ` u � �' Y'; tj �tj� a V cj '� a�v c W v� @��Sa FF m c7 .g c7❑ .. 5 u°,�`o :.' � & #S 2�S'CJ � 9 m � ,v, '3 `o W o s s__ ° s`—° s s:g vU s u 3 s c" - h a,o 4 U `�� s SS s 5 5 „o V V' W W W w.9 ` °a v 1 � � � ,.. .°ej "? 3���gw��uu U°>u ,o ,o �555 .`o .? .? .? uuu�u .. . 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M P-N L-P7-AO-R F D325607 American Electric Lighting, ATB0-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-R F D325606 Residential Luminaire American Electric Lighting, ATB0-P101-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. M P-N L-P7-AO-R F D325609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC lWood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc I DB01373(page 6 of 6)-Wood Pole Arm, Galvanized Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6)-Shoe Base Pole Type 18, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Type 33A Arm Valmont Industries, Inc DB01373(page 3 of 6)-Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-3K- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD322792 American Electric Lighting, ATBO-P303-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-R F D322794 Arterial Luminaire American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. M P-N L-P7-AO-R F D322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK MP-NL-P7-AO-RFD322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 5 of 6)-Wood Pole Arm, Galvanized Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4 Washington 10' Pole Acuity Brands Lighting, Inc. RFD110736 Holophane, CLA14FT J20DMODC03BK RFD325026, AB- Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. AO RFD-31SS48 Oleander Type A Pole Acuity Brands Lighting, Inc. Holophane, PDA 12S5L20POBBK-MOD Oleander Type B Pole Acuity Brands Lighting, Inc. Holophane, PDA20S5L20P08BK-MOD Oleander Type B Arm Acuity Brands Lighting, Inc. Holophane, OHC 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc. Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc. Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc. Holophane, VLC 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-CO-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc Heavy Wall EPC-80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK Series Southwire Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Encore Wire Elite, 600V/1000V Encore Wire THHN / MTW / THWN-2 Copper conductor, 600V Copper Wire/Conductor Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Service Wire Co Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Advanced Digital Cable Inc Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Aluminum Wire -Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Edison Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Edison Fuses Fuse & Fuse Holder In -line fuse holders for Single -Pole 13/32" x 1 1/2" Cooper Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway EATON in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32- x 1-1/2- 250Vac time - delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, Connector Thomas &Betts 54620, 54625-TB, 54635, 54640, 54630 Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U) Metered Pedestal 120-240V WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U) Metered Pedestal 240- Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U) WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U) 480V Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, MacLean Highline 500lbs Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING Ground Box NUT Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Split Bolt Connectors, Copper Split Bolts 2 Wire, N Kearneys NSi Industries, LLC Series Dark To Light, DLL Elite, Electronic Locking, Type Photocell Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480 Shorting Caps Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire ITRASTAR INC. DURA-STR10A-3K-120-3-GR-SCL Arterial Luminaire ITRASTAR INC. DURA-STR25-3K-120-3-GR-SCL