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Contract 61514-PM3
FORT WORT PROJECT MANUAL CSC No. 61514-PM3 FOR THE CONSTRUCTION OF WATER, SEWER, AND DRAINAGE IMPROVEMENTS Lone Star at Liberty Trails Phase 1 B BROOKFIELD WATER CONTROL AND IMPROVEMENT DISTRICT OF DENTON COUNTY CITY OF FORT WORTH ETJ DENTON COUNTY, TEXAS IPRC Record No. IPRC23-0131 City Project No. 105130 FID No.30114-0200431-105130-EO7685 File No. W-2933 X File No. X-27961 Mattie Parker David Cooke Mayor City Manager Chris Harder, P.E. Director, Water Department Lauren Prieur, P.E. Interim Director, Transportation and Public Works Department 0711512024 I '`` ......... `:' I r ..KEVIN �M .MURPI IY�� OP ................................. of 1 144318 Prepared for The City of Fort Worth July 2024 �il�po., z� p. ,: ,_, O Pape -Dawson Engineers It c CENS' , ��' �iSs�....... EN�� 201 Main Street, Suite 901 Fort Worth, Texas 76102 xas Board of Professional Engineers, Firm Registration #470 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 0021 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 nn in 00 43-13 0045 11 Bid Ben Bidders Prequalification's T 04/02/2014 0045 12 Prequalification Statement 09/01/2015 88-4�� niddef Pr-egtt 1 f;,..,4e kWkraation 03 ,109/2020� 00 45 26 Contractor Compliance with Workers' Compensation Law r, G,,.,t 04/02/2014 nQi 0045 40 00 52 43 iner-4 , Business Enterprise Agreement a 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 C rditi, mini 20i i 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 813129 01 3233 Pr-egeet Meet* — Preconstruction Video 07/0i/2 z 08/30/2013 01 33 00 Submittals 08/30/2013 0 13,5 L e.o i n, ;o et Preeedufes nQi �3 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 Requirement 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 1123 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 1216 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 1416 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates Date Modified None CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32 3129 Wood Fences and Gates 32 32 13 Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings - Cast Iron 33 05 13.10 Frame, Cover and Grade Rings - Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 11 15 Pre -Stressed Concrete Cylinder Pipe 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber -Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow -off Valve Assembly 3331 12 Cured in Place Pipe (CIPP) 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 3123 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 33 39 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber (WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 3341 12 Reinforced Polyethlene (SR -PE) Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A — Controller Cabinet 3441 10.02 Attachment B — Controller Specification 3441 10.03 Attachment C — Software Specification 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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: httD:Hfortworthtexas.2ov/tDw/contractors/ or httvs:Hapus.fortworthtexas.sov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 3,1 13 Cef4r-elled row Strength T a4e -ia (rr SM4 12 /�12 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 038000 >\aedifie ti ns t E*istifig Gone,.ote Strttet,,,.es i2/�Iz Division 26 - Electrical 260500 !''.,,v.,v,,.n Wef4E Results f 1~' eet,.iea 1 1 /7�vi4 26 05-10 llo,,..ol;tio fe-i�L'leet,-iea Systems 1z2/7zr20,9012 3 URaee'`v`r'a'`y s and Boxco for- Hleetfieal Systems 171 /7rc 20,9012 260543 T7,, der-gr-e,,,,.,] Duets .,-a Raee,. ays f L'lootrioal Fzy,s4ems n7/no.rr. 1vLzvn 260550 E0:S4�'i�ll'41,.., ,,,.. Multi Duet Conduit ,� Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3 1�3 BE)FFE) n 1 /0 4W3 34 00 bo'i1.114w* n 1 /0 4�13 31 25 00 Erosion and Sediment Control 12/20/2012 1 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 29 Concrete Paving Repair 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 l Base r+oiffs 12/20/70 Ea14i01it T4'00.� �>1z2 32 1137 Liquid T,-ea4e l Soil Stab l;�o,. 08/71 /7n1 G �var�2vz� 32 3 Acqozalt A- ing-&aok &za a .ts 12/'�tz 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 �3 rLravravzz 37 14 16 Dial- U-.xt -%:i*g 12/20,9012 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 5 Ct" A 4100 11iisiHg 1 11 1 /n�13 3231 a Gates 12/20,z9012 3 Cknr. F�`�rA � '27�9 WoodL'enees and !`_cAes 11/'fez Z7�3 Cast i Dlaee C ner-ete Dolaining Walls 06/no c�II 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 '27�3 Tf:ees and Shi= bs 11/�0iL2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 0131 Circuit Television (CCTV) Inspection 03/03/2016 Z Z�v 33 04 10 33 04 7Cllosed 13� t,ao-, Puz xng „f Existing Sewer- Systems joint 12,,a,1:n..and Qeetfieal 1s l.,tio C..,-.-esio.,. Goatfol Test Stations 1 2 /'frr.,-zvriviz 1 71 /7 z 12/7zzr20,90 2 33 04 33 04 30 33 04 40 AiT.,,.n exit,,." Anode /''..tl.. die D,-oteeti..,,. Syste . Tom,..fur-y \IIT.,tef: C`o,-..ie Cleaning and Acceptance Testing of Water Mains 12/'fr�-zvriviz 07/01,L20n 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 �� nc 1n1�/�n/�n12 TJ--v�-TT Adjusting Adw, lnnts, Valve Boxes .,tea Other-t6 rz�-avravzz 33 05 16 Gfade Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33-0521 Tune-roll.imar Plato 12/�12 33 05 22 330523 23 33 05 24 Steel Casing Pipe T..sta la4io,-, of!''aFr-ier- Pipe i Casing o- T,,.•mel Liner- e- Ula4-e 12/20/2012 1'l1 /'fez 06/1z 33 05 26 330530 33 5 TTtil;t Al-ke-s/T oe tee T ..ea4i a of Existing U44i Reltz., NutO, w ,a Gaskets 12/ten9n11Z 12/zz�-20,9012 11 /�12 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 2'f 2 .� 11 1., Eexe�eta P�o�ro Pilo, Bar � r , x7 .,,..,. e Stool Cylinder- Type 11 /�12 l.. 1 1 11 Burie Steel Pipe .,n F-44 ng 12/'fez 33 1210 Water Services 1-inch to 2-inch 02/14/2017 l.. 1 2 1 1 T .fge Water- - Metef:s 12/20,9012 33 1220 Resilient Seated Gate Valve 12/20/2012 22� AWW k Rubbx Fea4e,l B„tto.fl y Valves 11 /�12 33 1225 Connection to Existing Water Mains 02/06/2013 33 12 30 /''� 1..' Air- Valve Assemblies f f Potable Water- - Systems �iO�IL. WJ jIIZ1T1�17TPG�TTJlT2iCTIZPf1V1TOCC[Vr�VTCCCGiV� JGlT2ZJ 12/20,9012 TLTGv]zoZz 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 1250 33 60 Water Sample Stations St.,,idaf:,1 Blow off Valve Assembly 12/20/2012 06/19,9013 33 31 q 33 31 13 Gi„-e.l i Dlaee Pipe (CIPDI Fib f;1xa I_OCc ,-ee,l Pipe for- r -a-y k, ganita1- eft 12/20,9012 12/20,9012 �z J 333110 i7;..L. Tle..s:tr, D.,l.,orl..,lo.-.o 117T1DE\ D:,.o FQ., seweF Polyvinyl Chler-ide (PVC) Gr-avity Smitar-y Sewer- Pipe 1/2 06/19,L2014 ZZ 2T1 LT Polyvinyl !ll,fi a Close,Profile G-ay ty Sanitary Sewer- r12r20r/2012 (PVC) Pipe 44 11 2 ra-a or fJ.i� .mining tafy Se.., T 12/2n/2n1�2 � 33 31 13 � 3331 1 soo San taf , Sewer- � L' �n�YYls�l2flt Safi t., Sewer- Set=yi .e Ce,, .,,..,1 Se -vice hi e 12/'fez 04 /o�13 y neet;ers 333170 33 39 10 r..m1.;,, Air- Valve fe - ca-a tafy Sewer- Fe -ee A,T 1 2/7zzr20,9014 12/20/2012 a4io,,. Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 12/20/2012 333930 F-iberg1mr- lees . n ri..,mbef: n 11 /�12 33 39 400 33 39 60 Wastewa4e eeess (W C4 Epoxy Liners for Sanitary Sewer Structures 12/20,9z 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 1 11 High Deasiy, Polyethylene (14PPE) Pipe fee: S o D2wx 12/2z 1 17 3 2�8 Deifif fye,l Polyetl.leac (ERPE) Dire 11/13,L2015 1 2 /7zz�-20,9012 3-3-4601 tib ain e wetted &torm Dramas n7 /no 1�11 �3-4H-02 ��rr�h ���r� n�/nl /2n1 1 ,n 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 34�-41- 10 - Transportation Tf: f'f:e Signals 1 n/1 1 5 3n nano 1 34 ^�02 Attraehmeat A rert,.elle. r.,bi et Att-aehment B EeatfBllz- Erwzifiemien At4aehment G Se€twafeSpeei emien 12/18,9015 0 2 01,L2012 3 ^ ^�03 34 41 13 ?/I i i 1 f Removing T.-., f' e Signals Reet gulp FbV d FL�AAing Beaeen 1 71 /7 z 11 /'�t3 �o 34 41 16 �e�OG�n�lI-I��xgrrai Hybrid C';,.na 1 1 /22,901 3 �� 34 41 20 Roadway Illumination Assemblies 12/20/2012 24 4120.01 T T Ar�or�J..J��a�' � 7,i1T�1'1�� 35 n6/1 GL201G vvrrarav�� 34 4120.02 >~ .ee.: ay LED De.,.l..,a T �7.�'i��'S�L nS 06/1 e/�n1 e �� 2n n�o3 D,,���,] 1 T 11 D,,,.,1.., - r YtG'st.A ,(�4t1'� �axcvuR�ra� ,�� 1,1��� 0 06/1 c901 c wrr�rsvi� 34 41 30 34 4150 3 A�3 Aluminum Signs Single Me.le Fite- Opt;e !'able Tf: ff: e !''e tFe 11/12/2013 02/moo 1 1 /1 3- CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 8 of 8 GG4,91 AvailabiIity e GC-4.02 Subsurface and Physical Conditions FE-40� Iia�ardok� Ex�-,,iror rr l Condition at Site GG 6.06.D Mifief:ity and Women Owned Business Er4er-p,-ise Co ir.kir.,oa GG 6.07 W GG-6-M NrMitG-ax-1- r T 1 NOR&MFAkYatioM GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised March 20, 2020 INVITATION TO BIDDERS FOR LONE STAR AT LIBERTY TRAILS, PHASE 1B — WATER, SEWER, AND DRAINAGE IMPROVEMENTS RECEIPT OF BIDS Sealed bids addressed to the Board of Directors of the Brookfield Water Control and Improvement of Denton County, will be received at the office of the engineer for the District, Pape -Dawson Engineers, 201 Main Street, Suite 901, Fort Worth, TX, 76102 for the construction of the Lone Star at Liberty Trails Phase IB - Utilities Improvements and Lone Star at Liberty Trails Phase IB - Utilities Improvements, until 2:00 PM, Local Time, October 23, 2023, and then publicly opened and read for "Lone Star at Liberty Trails, Phase IA - Utilities Improvements, Denton County, Texas" and "Lone Star at Liberty Trails, Phase IB - Utilities Improvements, Denton County, Texas". GENERAL DESCRIPTION OF WORK The major work will consist of the following: Phase 1B Water Improvements: Approximately 8,600 LF of 8" PVC water line, 200 LF of 12" PVC water line, 100 LF of 16" PVC water line, 700 LF of 24" PVC water line, respective gate valves, fire hydrants, water services to 241 lots and related work; Phase 1B Sanitary Sewer Improvements: Approximately 7,500 LF of 8" PVC sewer line, 4" sanitary sewer services to 241 lots, 4' manholes, trench water stops and related work; Phase 1B Drainage Improvements: 21-48" RCP and RBC storm drain systems, curb inlets, headwalls, safety end treatments, junction boxes, stone riprap. A Mandatory Pre -Bid Meeting, held via Microsoft Teams, has been scheduled for this project on October 16, 2023 at 2:00 p.m. local time. Please contact Kevin Murphy at kmurphvCa_mwe- dawson.com to receive a Teams meeting invitation. The above Improvements are a part of the "Plans for the Construction of Water, Sewer, Paving, Drainage, and Street Light Improvements to serve Lone Star at Liberty Trails Phase 1B," as prepared by Pape -Dawson Engineers. Bids received after the closing time will be returned unopened. Each Bid must include both phases and be accompanied by a bid bond or a certified or cashier's check, acceptable to the District, in an amount not less than five percent (5%) of the total amount bid, as a guarantee that the successful bidder will enter into the Contract and execute the Bonds on the forms provided and provide the required insurance certificates within seven (7) days after the date the Contractor is notified. S:\projects\612\90\01\3.0 Construction\3.1 Contracts and Specifications\3.1.1 Contracts\Contracts Books\Utilities Contract\Lone Star at Liberty Trails Phase 1B - Utilities Contract Book.doc Utilities DAP - BID PROPOSAL Page 1 of2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Section No. Unit of Bid Unit Price Bid Value Item No. Measure Quantity UNIT I: WATER MPROVEMENTS 1 3305.0109 Trench Safety 33 05 10 LF 9,493 $1.00 $9,493.00 2 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 13.4 $7,985.00 $106,999.00 3 3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 8,569 $53.00 $454,157.00 4 3311.0441 12" Water Pipe 33 11 10, 33 11 12 LF 155 $150.00 $23,250.00 5 3311.0541 16" Water Pipe 33 11 10, 33 11 12 LF 112 $211.00 $23,632.00 6 3311.0641 24" Water Pipe 33 11 10, 33 11 12 LF 657 $194.00 $127,458.00 7 3312.0001 Fire Hydrant 33 12 40 EA 11 $7,661.00 $84,271.00 8 3312.1002 2" Combination Air Valve Assembly for Water 33 12 30 EA 1 $8,944.00 $8,944.00 9 3312.2003 1" Water Service 33 12 10 EA 241 $1,543.00 $371,863.00 10 3312.2103 1" Water Service (Irrigation) 33 12 10 EA 2 $1,751.00 $3,502.00 11 3312.3003 8" Gate Valve 33 12 20 EA 25 $2,796.00 $69,900.00 12 3312.3005 12" Gate Valve 33 12 20 EA 1 $4,782.00 $4,782.00 13 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 2 $21,961.00 $43,922.00 14 3312.3008 24" Gate Valve & Vault 33 12 20 EA 1 $47,276.00 $47,276.00 TOTAL UNIT I: WATE 2 IMPROVEMENTS $1,379,449.00 UNIT II: SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post -CCTV Inspection 3301 31 LF 7,824 $2.00 $15,648.00 2 3301.0101 Manhole Vacuum Testing 3301 30 EA 28 $165.00 $4,620.00 3 3305.0109 Trench Safety 33 05 10 LF 7,824 $1.00 $7,824.00 4 3331.3101 4" Sewer Service 3331 50 EA 241 $1,484.00 $357,644.00 5 3331.4115 8" Sewer Pipe 33 11 10, 33 31 12, 33 31 LF 7,464 $60.00 $447,840.00 6 3331.4116 8" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 LF 360 $161.00 $57,960.00 7 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 28 $4,324.00 $121,072.00 8 3339.1003 Extra Depth Manhole 33 39 10, 33 39 20 VF 134 $347.00 $46,498.00 TOTAL UNIT II: SANITARY SEWE 2 IMPROVEMENTS $1,059,106.00 UNIT I: WATER IMPROVEMENTS $1,379,449.00 UNIT II: SANITARY SEWER IMPROVEMENTS $1,059,106.00 Total Water and Sewer Construction Bid $2,438,555.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Ver mn May 22, 2019 Bid Proposal_DAP - Utilities (IB) Utilities DAP - BID PROPOSAL Page 2 of 2 UNIT PRICE BID Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Description Project Item Information 1 3137.0105 Medium Stone Riprap, grouted 2 3305.0109 Trench Safety 3 3341.0201 21" RCP, Class III 4 3341.0205 24" RCP, Class III 5 3341.0302 30" RCP, Class III 6 3341.0309 36" RCP, Class III 7 3341.0402 42" RCP, Class III 8 3341.0409 48" RCP, Class III 9 3341.1103 4'x4' Box Culvert 10 3341.1202 5'x4' Box Culvert 11 3349.0001 4' Storm Junction Box 12 3349.0002 5' Storm Junction Box 13 3349.0003 6' Storm Junction Box 14 3349.1005 CH-FW-0 HDWL (30" RCP, 1 Pipe) 15 3349.5001 10' Curb Inlet 16 3349.5002 15' Curb Inlet 17 3349.7001 4'x4' Drop Inlet 18 3349.7002 5'x5' Drop Inlet 19 9999.0001 CH-FW-30 HDWL (4'x4' RCB, 1 Pipe) Bidder's Application Unit of Bid Specification Section No. Measure Quantity UNIT III: DRAINAGE IMPROVEMENTS 31 3700 SY 107 33 05 10 LF 4,602 3241 10 LF 448 3341 10 LF 421 3341 10 LF 1068 3341 10 LF 10 3341 10 LF 248 334110 LF 1,430 3341 10 LF 416 3341 10 LF 561 33 49 10 EA 2 33 49 10 EA 6 33 49 10 EA 4 33 49 40 EA 1 33 49 20 EA 24 33 49 20 EA 1 33 49 20 EA 2 33 49 20 EA 1 99 99 99 EA 1 TOTAL UNIT III: DRAINAG IMPROVEMENTS 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: WRIGHT CONSTRUCTION CO., INC. 600 W. WALL ST. GRAPEVINE, TEXAS 76051 PHASE IA START DATE: February 28. 2023 WORKING DAYS TO BE READY FOR PAVING: 75 WD PHASE 1B START DATE: MAY 13.2023 WORKING DAYS TO BE READY FOR PAVING: 55 WD Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION Total Construction Bid Phase I TOTAL PHASE 1B BY: JOE LIPSCOMB TITLE: SR. ESTIMATOR DATE: OCTOBER 23, 2023 Bidder's Proposal Unit Price Bid Value $165.00 $1.00 $85.00 $94.00 $113.00 $139.00 $178.00 $225.00 $282.00 $358.00 $6,059.00 $7,883.00 $9,936.00 $6,062.00 $8,203.00 $10,902.00 $9,303.00 $9,396.00 $17,086.00 $17,655.00 $4,602.00 $38,080.00 $39,574.00 $120,684.00 $1,390.00 $44,144.00 $321,750.00 $117,312.00 $200,838.00 $12,118.00 $47,298.00 $39,744.00 $6,062.00 $196,872.00 $10,902.00 $18,606.00 $9,396.00 $17,086.00 $1,264,113.00 $1,379,449.00 $1,059,106.00 $1,264,113.00 $3,702,668.00 $3,702,668.00 55 worldng days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Ver mn May 22, 2019 Bid Proposal_DAP - Utilities (IB) 0045 11 -1 BIDDERS PREQUALIFICATIONS Pagel of 3 SECTION 00 4511 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxl)ermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 105130 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 105130 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 105130 Revised April 2, 2014 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 4512 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Mai or Work Tvne" box provide the complete maior work tvpe and actual description as Provided by the Water Department for water and sewer and TPW for pavinia. Major Work Type Water and Wastewater New Development Open Cut (all sizes); Lift Station on Developers Projects only Contractor/Subcontractor Company Name Wright Construction Co., Inc. Prequaiification Expiration Date 04/30/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Wright Construction Co., Inc. 600 W. Wall Street Grapevine, TX 76051 DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFI CATION STATEMENT— DEVELOPER AWARDED PROJECTS (Signature) President April 17, 2024 DO 45 12_Prequalification Statement 2015—DAP.docx Form Version September 1, 2015 004526- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105130. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Wris,ht Construction Co., Inc. Company 600 W. Wall Street Address Grapevine, TX 76051 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Kyle Marsh (Pl Prin Signature Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Kyle Marsh , 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 Wright Construction Co. , Incfor the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 a4 ALDSON 2ot,RY PDEB DON Notary Public in and for the State of Texas *� MY COMMISSION EXPIRES 01124/2025 911i&V NOTARY ID: 11970986 r y • ll, - 4lMV—r- _'-_ 'END OF SECTION CITY OF FORT WORTH Lone Star at Liberty Trails Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 105130 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Pagel of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on APRIL 18, 2024 is made by and between the Developer, D.R. Horton — Texas, LTD., authorized to do business in Texas ("Developer") , and Wright Construction Co.. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Lone Star at Libertv Trails Phase I Citv Protect No.: 105130 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 55 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Fifteen Hundred Dollars ($ i.5oaoo ) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No.: Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Three Million Seven Hundred Two Thousanbollars ($ 3, 7 0 2, 6 6 8. 0 0 ) Six Hundred Sixty Eight and no/100 f Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification vrovision is svecifically intended to operate and be effective even if it is alleged or vroven that all or some of the damages being sought were caused, in whole or in cart. b� anN act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification vrovision is specifically intended to overate and be effective even if it is alle eg d or vroven that all or some of the damages being sought were caused, in whole or in part. by anv act, omission or negligence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No.: Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Kyle Marsh (Printed Name) Title: Company Name:Wright Construction Co., Inc. Address: 600 W. Wall Street City/State/Zij�: Grapevine, TX 76051 APRIL 18, 2024 Date Developer: D.R. 11orton — Texas, LTD. (Signature) (Printed Name) Title: Company name: D,R, Horton — Texas, LTD. Address: 6751 North Freeway City/State/Zip: Fort Worth, TX 76131 APRIL 18, 2024 Date CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: Revised June 16, 2016 POLICY NUMBER: TBS-291-473677-023 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 Person or Organization: Any person or organization for whom you have agreed in a written contract or agreement, prior to an "occurrence" or offense, that such person or organization be added as an additional insured to your policy, where the written contract or agreement obligates you to procure additional insured coverage for the additional insured's sole negligence or utilize the October 2001, or earlier, version of the ISO CG 20 10 additional insured endorsement. Additional insured status will apply only if the applicable state allows for the indemnification of the additional insured for liability arising out of the additional insured's sole negligence. (if no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to (1) All work, including materials, parts or include as an insured the person or organization equipment furnished in connection with shown in the Schedule, but only with respect to such work, on the project (other than liabi{ity arising out of your ongoing operations per- service, maintenance or repairs) to be formed for that insured. performed by or on behalf of the addi- B. With respect to the insurance afforded to these tional insured(s) at the site of the cov- additional insureds, the following exclusion is ered operations has been completed; or added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: CG 20 10 10 01 O ISO Properties, Inc., 2000 Page 1 of 2 POLICY NUMBER: TBS-291-473677-023 (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 con- tractor or subcontractor engaged in per- forming operations for a principal as a part of the same project. Page 2 of 2 © ISO Properties, Inc., 2000 CG 20 10 10 01 0 POLICY NUMBER: TBS-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSI-IRED — OW"IdEQS, LESSEES OR CONTRACTORS — COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization for whom you have agreed in a written contract or agreement, prior to an "occurrence" or offense, that such person or organization be added as an additional insured to your policy, where the written contract or agreement obligates you to utilize the October 2001 version of the ISO CG 20 37 additional insured endorsement. Location And Description of Completed Operations Additional Premium: All locations as required by a written contract or agreement entered into prior to an 'occurrence" or offense. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products -completed operations haz- a rd". CG 20 37 10 01 ® ISO Properties, Inc., 2000 Page 1 of 1 POLICY NUMBER: TB5-Z91-473677-OZ3 COMMERCIAL GENERAL LIABILITY CG 2417 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTU_P_L LIABILITY - RAILROADS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART With respect to operations performed for, or affecting, a Scheduled Railroad at a Designated Job Site, the definition of "insured contract" in the Definitions sec- tion is replaced by the following: 9. "Insured Contract" means: A contract for a lease of premises. However, that portion of the contract for a lease of prem- ises that indemnifies any person or organiza- tion for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured con- tract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another •;7W.9T1 party to pay for "bodily injury" or "property dam- age" to a third person or organization. Tort li- ability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to pre- pare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifi- cations; or (b) Giving directions or instructions, or fail- ing to give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the in- sured's rendering or failure to render pro- fessional services, including those listed in Paragraph (1) above and supervisory, in- spection, architectural or engineering activi- ties. Scheduled Railroad: Designated Job Site: Any railroad for which you are performing operations All jobsites. and for which no Railroad Protective Liability Policy has been purchased for the railroad by you, or any railroad for which "your work" has been completed or put to its intended use. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) CG 2417 10 01 © ISO Properties, Inc., 2000 Page 1 of 1 POLICY NUMBER: TB5-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ADDITIONAL INSURED ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Blanket Additional Insured Where Required By Written Agreement Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 2. Blanket Additional Insured — Grantor Of Permits Item 3. Other Insurance Amendment Item 1. Blanket Additional Insured Where Required By Written Agreement Paragraph 2. of Section II — Who Is An Insured is amended to add the following: Additional Insured By Written Agreement The following are insureds under the Policy when you have agreed in a written agreement to provide them coverage as additional insureds under your policy: 1. Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). This insurance does not apply to any "occurrence" which takes place after the equipment lease expires. 2. Managers or Lessors of Premises: Any manager(s) or lessor(s) of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent act(s) or omission(s) of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out of the additional insured's sole negligence. LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 This insurance does not apply to: a. Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; b. Structural alterations, new construction or demolition operations performed by or on behalf of that manager or lessor; or c. Any premises for which coverage is excluded by endorsement. 3. Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of your ownership, maintenance or use of the premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or on behalf of such person(s) or organization(s). 4. Owners, Lessees or Contractors: Any person(s) or organization(s) to whom you are obligated to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" included in the "products -completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of your "employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services. 5. Architects, Engineers or Surveyors: Any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf: a. In connection with your premises; or b. In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services by or for you, including: LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or for you. 6. Any Person or Organization Other Than a Joint Venture: Any person(s) or organization(s) (other than a joint venture of which you are a member) for whom you are obligated to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf: a. In the performance of your ongoing operations; or b. In connection with premises owned by or rented to you. This insurance does not apply to: a. Any person(s) or organization(s) more specifically covered in Paragraphs 1. through 5. above; b. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; or c. Any person(s) or organization(s) whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve, maps, drawings, opinions, reports, surveys, field orders, change orders, designs and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or on behalf of you, or those operating on your behalf. The insurance afforded to any person(s) or organization(s) as an insured under this Item 1.: 1. Applies to the extent permitted by law; 2. Applies only to the scope of coverage and the minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the limits of insurance provided by this Policy; 3. Does not apply to any person(s) or organization(s) for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this Policy applies to such person(s) or organization(s) with regard to the "bodily injury", "property damage" or "personal and advertising injury"; 4. Applies only if the "bodily injury" or "property damage" occurs, or the offense giving rise to the "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and 5. Applies only if the written agreement is in effect at the time the "bodily injury" or "property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Item 2. Blanket Additional Insured — Grantor Of Permits Paragraph 2. of Section II — Who Is An Insured is amended to add the following: Any state, municipality or political subdivision that has issued you a permit in connection with any operations performed by you or on your behalf, or in connection with premises you own, rent or control, and to which this insurance applies, but only to the extent that you are required to provide additional insured status to the state, municipality or political subdivision as a condition of receiving and maintaining the permit. Such state, municipality or political subdivision that has issued you a permit is an insured only with respect to their liability as grantor of such permit to you. However, with respect to the state, municipality or political subdivision: 1. Coverage will be no broader than required; and 2. Limits of insurance will not exceed the minimum limits of insurance required as a condition for receiving or maintaining the permit; but neither the scope of coverage nor the limits of insurance will exceed those provided by this Policy. This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products -completed operations hazard", except when required by written agreement initiated prior to loss; or 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 3. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Commercial General Liability Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Commercial General Liability Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or "suit". LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non -Owned Watercraft Extension Item 3. Damage To Premises Rented To You — Expanded Coverage Item 4. Bodily Injury To Co -Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Or Offense Item 7. Notice Of Occurrence Or Offense Item 8. Unintentional Failure To Disclose Item 9. Bodily Injury Redefined Item 10. Supplementary Payments — Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefined Item 13. Newly Formed Or Acquired Entities Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 1. Reasonable Force Exclusion a. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non -Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: (a) Less than 55 feet long; and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You — Expanded Coverage A. The final paragraph of 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 1 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III — Limits Of Insurance. B. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of "insured contract" in Section V — Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract'; D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits of Insurance. Item 4. Bodily Injury To Co -Employees A. Paragraph 2. of Section II —Who Is An Insured is amended to include: Each of the following is also an insured Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Paragraph 2.a.(1)(a) of Section II — Who Is An Insured does not apply to "bodily injury" for which insurance is provided by this paragraph. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 2 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 B. The insurance provided by this Item 4. for "bodily injury" to a co -"employee" or "volunteer worker" will not apply if the injured co -"employee's" or "volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other Insurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(d) of Section II — Who Is An Insured is replaced by the following: (d) Arising out of his or her providing or failure to provide professional health care services. However, any "employee" or "volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a public or medical emergency or who is a "designated health care provider" is an insured with respect to "bodily injury" and "personal and advertising injury" that: (i) Arises out of the providing of or failure to provide professional health care services; and (ii) Occurs in the course of and within the scope of such "employee's" or "volunteer worker's" employment by the Named Insured. B. With respect to "employees" and "volunteer workers" providing professional healthcare services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability: This insurance does not apply to: (1) Liability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V — Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Other Insurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Or Offense Knowledge of an "occurrence" or offense by your agent, servant or "employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee" designated by you to notify us of an "occurrence" or offense has knowledge of the "occurrence" or offense. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 3 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Item 7. Notice Of Occurrence Or Offense For purposes of Paragraph 2.a. of Section IV — Commercial General Liability Conditions, you refers to your "executive officer" or "employee" that you have designated to give us notice. Item 8. Unintentional Failure To Disclose Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this Policy shall not be a basis for denial of any coverage afforded by this Policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non - renewal. Item 9. Bodily Injury Redefined The definition of "bodily injury" in Section V — Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments — Increased Limits Paragraphs 1.b. and 1.d. of Section I — Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability are deleted. B. Additional Exclusion Coverage provided by this endorsement does not apply to "property damage" to property while in transit. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A. above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one 'occurrence" regardless of the number of persons or organizations who sustain damage because of that "occurrence". The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 4 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 D. Other Insurance This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this Policy. Item 12. Mobile Equipment Redefined The definition of "mobile equipment" in Section V — Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road maintenance, but not construction or resurfacing; or (3) Street cleaning. However, "mobile equipment' does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where such vehicles are licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are considered "autos". Item 13. Newly Formed Or Acquired Entities A. Paragraph 3. of Section II — Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain majority ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period whichever is earlier; b. Section I — Coverage A — Bodily Injury And Property Damage Liability does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Section I — Coverage B — Personal And Advertising Injury Liability does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to any organization as a Named Insured under this Item 13. does not apply if a Broad Form Named Insured endorsement attached to this Policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive any right of recovery because of payments we make under this Policy for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 5 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Policy Number TB5-Z91-473677-022 Issued by LM INSURANCE CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per schedule on file with Per schedule on file with company 30 company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Term: 11 /29/2022-11 /29/2023 Policy Number TB5-Z91-473677-023 Issued by LM Insurance Corporation THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT OR DESIGNATED LOCATION COMBINED AGGREGATE LIMITS — WITH TOTAL AGGREGATE LIMIT FOR ALL PROJECTS AND LOCATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Schedule Designated Construction Project(s) or Designated Location(s): All `locations' and all construction projects at which you are performing ongoing operations. Total Aggregate Limit for all Projects and Locations: $ 15,000,000 A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I - Coverage C, which can be attributed only to ongoing operations at a single designated construction project or a single designated "location": 1. A separate Designated General Aggregate Limit applies to each designated construction project and to each designated "location", and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated General Aggregate Limit is the most we will pay for the sum of all damages under Section I - Coverage A, except damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard", and for medical expenses under Section I - Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated General Aggregate Limit for that designated construction project or designated "location". Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated General Aggregate Limit for any other designated construction project or designated "location". 4. The limits shown in the Declarations for Each Occurrence, Damage to Premises Rented to You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated General Aggregate Limit and the Total Aggregate Limit for all Projects and Locations. LC 25 19 01 15 © 2014 Liberty Mutual Insurance Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 5. The Total Aggregate Limit for all Projects and Locations shown in the Schedule of this endorsement is the most we will pay for the sum of all damages caused by "occurrences" under Section I — Coverage A and all medical expenses caused by accidents under Section I — Coverage C which can be attributed only to ongoing operations at a designated construction project or designated "location" shown in the Schedule of this endorsement, regardless of the number of construction projects, "locations", 'occurrences" or accidents. 6. Each Designated General Aggregate Limit is subject to the Total Aggregate Limit for all Projects and Locations shown in the Schedule of this endorsement. B. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I - Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project or single designated "location": 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated General Aggregate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. For the purposes of this endorsement, the Definitions Section is amended by the addition of the following definition: "Location" means any premise that you occupy for permanent operations as part of your business, but does not include any premises at which you are performing operations as part of a construction project. All premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad shall be considered a single "location". F. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. LC 25 19 01 15 © 2014 Liberty Mutual Insurance Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number: QT-630-2F251181-TLC-23 11 /29/2023-11 /29/2024 COMMERCIAL INLAND MARINE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET LOSS PAYEES This endorsement modifies insurance provided under the IM PAK COVERAGE FORM. The following is added to Section E — ADDITIONAL COVERAGE CONDITIONS: Loss Payable Provision In the event of a Covered Cause of Loss to Covered Property in which both you and a Loss Payee share an insurable interest, we will: a. Adjust the loss or damage with you; and b. Pay any claim for loss or damage jointly to you and the Loss Payee as your interests may ap- pear. This endorsement applies to all Covered Property for which a Loss Payee is on file with us or your insur- ance agent or insurance broker. CM TS 60 01 10 © 2009 The Travelers Indemnity Company Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. POLICY NUMBER: AS5-Z91-473677-013 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. SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization where the named insured has agreed by written contract to include such person or organization as a designated insured. 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 POLICY NUMBER: AS5-Z91-473677-013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor - Additional Insured and Loss Payee IV. Supplementary Payments - Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible - Single Deductible XI. Physical Damage Deductible - Glass XII. Physical Damage Deductible - Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage - Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage - Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXI I. Limited Mexico Coverage XXIII. Waiver of Subrogation NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The coverages provided under this section apply to any 'leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first. B. For any "leased auto" that is a covered "auto" under SECTION II - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured provision is changed to include as an "insured" the lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your "employees" or agents; or 3. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the 'leased auto" for 'loss" to the covered "leased auto". 2. The insurance covers the interest of the lessor of the 'leased auto" unless the "loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto", we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E. The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto" which you lease for a period of six months or longer for use in your business, including any "temporary substitute" of such "leased auto". "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, 'loss" or destruction. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II - COVERED AUTOS LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of SECTION IV - BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of $1,000. B. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. VIII. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of "loss". The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE — GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of "accident", claim, "suit" or "loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or "loss". Such notice must include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit" or "loss" from your agent, servant or "employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or "suit'. (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit'. (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or "suit' is brought against an "insured" outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or "suit'. If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit' and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit' without our consent. We shall not unreasonably withhold consent. b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto" with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the "loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 a. Any "auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any "auto" owned by that individual or by any "family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any "auto" owned by that individual or by any member of his or her household; or 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V - DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred; or 2. $30 per day with a maximum of $900 in any one period. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 D. This coverage does not apply: 1. While there are spare or reserve "autos" available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered 'loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX. NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non -renew this policy by mailing written notice of cancellation or non -renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non -renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: (1) 60 days; (2) The number of days shown in the Cancellation and Non -renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non -renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the 'loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of $1,500 for each covered "auto". XXII. LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY - NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1. Paragraph B.7. of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or "loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such 'loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any "insured" who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 Schedule Premium Liability Physical Damage Total Premium XVIII. Drive Other Car LIAB MP UM UIM Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address COMP COLL Number of Days AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS5-Z91-473677-013 Issued by LM INSURANCE CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With the Per Schedule On File With The 30 Company Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number: AS5-Z91-473677-012 Issued by: LM Insurance Corporation THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERGE FORM TRUCKERS 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" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Any person or organization whom you have agreed in writing to add as an additional insured, but only to coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. Regarding Designated Contract or Project: Any contract or project where you have agreed in writing to add as an additional insured, on a noncontributing basis, but only to coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 08 11 © 2010, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. r� -eXaSMutu O WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy 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 Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 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: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill Authorized representative NCCI Carrier Code: 29939 11/11/23 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 WC 42 03 04 B r� ...eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/2 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 11/11/23 WC420601 r� ...eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule CITY OF WYLIE 300 COUNTRY CLUB RD. WYLIE, TX 75098 US This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 11/11/23 WC420601 COMMERCIAL LIABILITY - UMBRELLA DECLARATIONS Issued by: Liberty Insurance Corporation Policy Number: TH7-Z91-473677-033 Renewal of: New Business Item 1. Named Insured and Mailing Address: WRIGHT CONSTRUCTION CO., INC. 601 W. WALL ST. GRAPEVINE, TX 76051 Producer: BOX INSURANCE AGENCY 1200 S MAIN ST STE 1600 GRAPEVINE, TX 76051-7529 The Named Insured is: Corporation Item 2. Policy Period: 11/29/2023 to 11/29/2024 at 12:01 A.M. standard time at above mailing address. Item 3. Limits of Insurance: Each Occurrence Limit $ 5,000,000 General Aggregate Limit $ 5,000,000 Products -Completed Operations Aggregate Limit $ 5,000,000 Item 4. Self -Insured Retention - Each Occurrence: $ 0 Item 5. Premium: Premium Basis Audit Basis Estimated Exposure Rate Flat Charge 0 Code Number Account Number 99935 9-473677 Sub -Account Number 0000 LCU 00 02 0118 © 2017 Liberty Mutual Insurance Page 1 of 2 Item 6. Underlying Insurance: Coverage Employers Liability* Auto Liability General Liability Employee Benefits Liability Insurer Policy Period Policy Number Texas Mutual Insurance Company. 11 /29/2023 to 11/29/2024 000?00F571 LM Insurance Corporation 11 /29/2023 to 11/29/2024 AS5-Z91-473677-013 LM Insurance 11 /29/2023 to TB5-Z91-473677-023 LM Insurance 11 /29/2023 to TB5-Z91-473677-023 Limits of Insurance $1,000,000 By Accident Each Accident $1,000,000 By Disease Policy Limit $1,000,000 By Disease Each Employee $1,000,000 CSL $1,000,000 Each Occurrence Corporation $2,000,000 General Aggregate 11/29/2024 $2,000,000 Products/Completed Ops Aggregate $1.000.000 Pers & Adv Iniury Limit Corporation $1,000,000 Each Employee 11/29/2024 $2,000,000 Aggregate * In any jurisdiction, state or province where the amount of Employers Liability Insurance provided by the underlying insurer(s) is by law unlimited, the underlying Employers Liability limits shown in the above schedule do not apply and no coverage for Employers Liability shall be provided by this policy. These Declarations and any Declarations Extension Schedules, together with the Coverage Form and any Endorsement(s) complete this policy. Forms and Endorsements attached to this policy: See Attached Schedule Countersigned by: *M-;6L k Authorized Company Representative LCU 00 02 0118 © 2017 Liberty Mutual Insurance Page 2 of 2 Pollution Policy #0312-1244 11 /29/2023 to 11 /29/2024 b. To sue us on this policy unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this policy or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 12. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under this policy, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph b. below. However, in the event that a written contract or written agreement requires this insurance to be primary for any person or organization with whom you agreed to insure and such person or organization is an insured under this policy, we will not seek contributions from any such other insurance issued to such person or organization. b. Method of Sharing If all of the other insurance permits contribution by equal shares, we will also follow this method. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. c. Project Specific Insurance Policy Notwithstanding Paragraphs a. and b. above, if a project covered under this policy is insured under a policy specifically purchased to apply to such project, this policy will apply excess of such policy. 13. Premiums and Deductible The first Named Insured shown in the Declarations: a. Is responsible for the payment of all premiums; b. Will be the payee for any return premiums we pay; and c. Is responsible for the payment of all deductibles. 14. Representations a. By accepting this policy, you agree: ENV-CPL 00003 00 (02/12) Page 14 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. (1) The statements and information in any Application and/or Questionnaire and other supplemental materials submitted to us are accurate and complete and are material to our underwriting of this policy; (2) Those statements and the information provided are based upon representations you made to us; and (3) We have issued this policy in reliance upon your representations. b. Misrepresentation, concealment, breach of a term or condition, or violation of any duty under this policy by one insured shall not prejudice the interest of coverage for another insured under this policy. Provided, however, that this condition shall not apply to any insured who is a parent, subsidiary or affiliate of the first Named Insured. 15. Separation of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. 16. Service of Suit In the event of our failure to pay any amount claimed to be due hereunder, we, at your request, will submit to the jurisdiction of a court of competent jurisdiction within the United States. Nothing in this condition constitutes or should be understood to constitute a waiver of our rights to commence an action in any court of competent jurisdiction in the United States, to remove an action to a United States District Court, or to seek transfer of a case to another court as permitted by the laws of the United States or of any state in the United States. It is further agreed that service of process in such suit may be made upon counsel, Legal Department, Allied World Assurance Company (U.S.) Inc., 199 Water Street, 24" Floor, New York, NY 10038 or his or her representative, and that in any suit instituted against us upon this policy, we will abide by the final decision of such court or of any appellate court in the event of an appeal. Further, pursuant to any statute of any state, territory, or district of the United States which makes provision therefore, we hereby designate the Superintendent, Commissioner or Director of Insurance, or other officer specified for that purpose in the statute, or his or her successors in office, as its true and lawful agent upon whom may be served any lawful process in any action, suit, or proceeding instituted by or on your behalf or any beneficiary hereunder arising out of this policy of insurance and hereby designates the above named as the person to whom the said officer is authorized to mail such process or a true copy thereof. 17. Transfer of Rights of Recovery Against Others to Us If you have rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. You must do nothing after loss to impair them. At our request, you will bring suit or transfer those rights to us and help us enforce them. However, we waive our right(s) of recovery against any person or organization if and to the extent you have agreed to waive your right(s) of recovery against such person or organization in a written contract signed by you prior to the first commencement of a pollution incident out of which the claim or request for emergency response expense arises under Section I — Coverages, 1. Insuring Agreement. ENV-CPL 00003 00 (02/12) Page 15 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 11 /29/2023 to 11 /29/2024 Any recovery as a result of subrogation proceedings arising out of the payment of loss covered under this policy shall accrue first to us to the extent of our payment under the policy, and then to you to the extent of your deductible. Expenses incurred in such subrogation proceedings shall be apportioned among the interested parties in the recovery in the proportion that each interested party's share in the recovery bears to the total recovery. 18. Transfer of Your Rights and Duties Under This Policy Your rights and duties under this policy may not be transferred without our written consent, which shall not be unreasonably withheld, except in the case of death of an individual Named Insured. If you die, your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. 19. When We Do Not Renew If we decide not to renew, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than ninety (90) days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION VI — DEFINITIONS 1. Auto means: a. A land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment. b. Any other land vehicle that is subject to a compulsory or financial responsibility law in the state where it is licensed or principally garaged. However, auto does not include mobile equipment. 2. Bodily injury means bodily injury, physical injury, sickness, building -related illness, mental anguish, shock or emotional distress or disease sustained by a person, including death resulting from any of these at any time. Bodily injury damages shall include monetary awards or settlements of compensatory damages and where allowable by law, punitive, exemplary, or multiple damages, and civil fines, penalties, or assessments for bodily injury. 3. Claim means a demand seeking a remedy and alleging liability or responsibility on the part of the insured. 4. Clean-up costs means reasonable and necessary expenses, including restoration costs and legal expenses incurred with our prior written consent, which consent shall not be unreasonably withheld or delayed, to investigate, abate, contain, treat, remove, remediate, monitor, or dispose of soil, surfacewater, groundwater or other contaminated media but only: a. To the extent required by environmental laws; b. For those costs that have been incurred by the government or any political subdivision of the United States of America (including its territories and possessions), Puerto Rico and Canada or by third parties; or c. In the absence of a. above, to the extent recommended by an environmental professional. ENV-CPL 00003 00 (02/12) Page 16 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 iv. Cooperate with us with respect to coordinating other applicable insurance available to the indemnitee; and (b) Provides us with written authorization to: Obtain records and other information related to the suit; and ii. Conduct and control the defense of the indemnitee in such suit. So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments as provided under Paragraph 2. Supplementary Payments of SECTION I — COVERAGES of this policy. Notwithstanding the provisions of Paragraph 1. Contractual Liability of SECTION III — EXCLUSIONS of this policy, such payments will not be deemed to be damages for bodily injury, property damage, environmental damage and emergency response expense and will not reduce the limits of insurance. Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments, as provided under Paragraph 2. Supplementary Payments of SECTION I — COVERAGES of this policy, ends when we have used up the applicable limit of insurance in the payment of judgments or settlements; or the conditions set forth above, or the terms of the agreement described in paragraph (6) above, are no longer met. SECTION II — WHO IS AN INSURED 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your executive officers and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as trustees. 2. Each of the following is also an insured: a. Your volunteer workers only while performing duties related to the conduct of your business, or your employees, other than either your executive officers (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these employees or volunteer workers are insureds for: ENV-CPL 00003 00 (02/12) Page 5 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 (1) Bodily injury: (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -employee while in the course of his or her employment or performing duties related to the conduct of your business, or to your other volunteer workers while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co -employee or volunteer worker as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (1)(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. (2) Property damage to property: (a) Owned, occupied or used by, (b) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your employees, volunteer workers, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your employee or volunteer worker), or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only: (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this policy. e. Any subsidiary, associated, affiliated or allied company or corporation, including subsidiaries thereof, of which you have more than 50% ownership interest at the inception of the policy period. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and b. Coverage under this policy does not apply to bodily injury, property damage, environmental damage or emergency response expense that took place before you acquired or formed the organization; ENV-CPL 00003 00 (02/12) Page 6 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 4. Any person or organization with whom you agree to include as an insured in a written contract or written agreement, but only with respect to bodily injury, property damage, environmental damage or emergency response expense arising out of your work. 5. Any person or organization that has at least a 50% controlling interest in you but only with respect to bodily injury, property damage, environmental damage or emergency response expense arising out of their financial control of you. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III — EXCLUSIONS This insurance does not apply to: 1. Contractual Liability Bodily injury, property damage, environmental damage or emergency response expense for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages: a. That the insured would have in the absence of the contract or agreement; or b. Assumed in a contract or agreement that is an insured contract, provided the bodily injury, property damage, environmental damage or emergency response expense occurs subsequent to the execution of the contract or agreement. Solely for the purposes of liability assumed in an insured contract, reasonable attorneys' fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of bodily injury, property damage, environmental damage or emergency response expense, provided: (1) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same insured contract; and (2) Such attorneys' fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Criminal Fines, Penalties and Assessments Any criminal fines, criminal penalties or criminal assessments. 3. Damage to Conveyance Property damage to any conveyance utilized during transportation. This exclusion does not apply to claims made by third -party carriers for such property damage arising from the insured's negligence. 4. Damage to Property Property damage or environmental damage to: a. Property you own, rent, or occupy including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance ENV-CPL 00003 00 (02/12) Page 7 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. POLICY NUMBER: TBS-291-473677-023 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 Person or Organization: Any person or organization for whom you have agreed in a written contract or agreement, prior to an "occurrence" or offense, that such person or organization be added as an additional insured to your policy, where the written contract or agreement obligates you to procure additional insured coverage for the additional insured's sole negligence or utilize the October 2001, or earlier, version of the ISO CG 20 10 additional insured endorsement. Additional insured status will apply only if the applicable state allows for the indemnification of the additional insured for liability arising out of the additional insured's sole negligence. (if no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to (1) All work, including materials, parts or include as an insured the person or organization equipment furnished in connection with shown in the Schedule, but only with respect to such work, on the project (other than liabi{ity arising out of your ongoing operations per- service, maintenance or repairs) to be formed for that insured. performed by or on behalf of the addi- B. With respect to the insurance afforded to these tional insured(s) at the site of the cov- additional insureds, the following exclusion is ered operations has been completed; or added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: CG 20 10 10 01 O ISO Properties, Inc., 2000 Page 1 of 2 POLICY NUMBER: TBS-291-473677-023 (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 con- tractor or subcontractor engaged in per- forming operations for a principal as a part of the same project. Page 2 of 2 © ISO Properties, Inc., 2000 CG 20 10 10 01 0 POLICY NUMBER: TBS-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSI-IRED — OW"IdEQS, LESSEES OR CONTRACTORS — COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization for whom you have agreed in a written contract or agreement, prior to an "occurrence" or offense, that such person or organization be added as an additional insured to your policy, where the written contract or agreement obligates you to utilize the October 2001 version of the ISO CG 20 37 additional insured endorsement. Location And Description of Completed Operations Additional Premium: All locations as required by a written contract or agreement entered into prior to an 'occurrence" or offense. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products -completed operations haz- a rd". CG 20 37 10 01 ® ISO Properties, Inc., 2000 Page 1 of 1 POLICY NUMBER: TB5-Z91-473677-OZ3 COMMERCIAL GENERAL LIABILITY CG 2417 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTU_P_L LIABILITY - RAILROADS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART With respect to operations performed for, or affecting, a Scheduled Railroad at a Designated Job Site, the definition of "insured contract" in the Definitions sec- tion is replaced by the following: 9. "Insured Contract" means: A contract for a lease of premises. However, that portion of the contract for a lease of prem- ises that indemnifies any person or organiza- tion for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured con- tract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another •;7W.9T1 party to pay for "bodily injury" or "property dam- age" to a third person or organization. Tort li- ability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to pre- pare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifi- cations; or (b) Giving directions or instructions, or fail- ing to give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the in- sured's rendering or failure to render pro- fessional services, including those listed in Paragraph (1) above and supervisory, in- spection, architectural or engineering activi- ties. Scheduled Railroad: Designated Job Site: Any railroad for which you are performing operations All jobsites. and for which no Railroad Protective Liability Policy has been purchased for the railroad by you, or any railroad for which "your work" has been completed or put to its intended use. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) CG 2417 10 01 © ISO Properties, Inc., 2000 Page 1 of 1 POLICY NUMBER: TB5-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ADDITIONAL INSURED ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Blanket Additional Insured Where Required By Written Agreement Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 2. Blanket Additional Insured — Grantor Of Permits Item 3. Other Insurance Amendment Item 1. Blanket Additional Insured Where Required By Written Agreement Paragraph 2. of Section II — Who Is An Insured is amended to add the following: Additional Insured By Written Agreement The following are insureds under the Policy when you have agreed in a written agreement to provide them coverage as additional insureds under your policy: 1. Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). This insurance does not apply to any "occurrence" which takes place after the equipment lease expires. 2. Managers or Lessors of Premises: Any manager(s) or lessor(s) of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent act(s) or omission(s) of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out of the additional insured's sole negligence. LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 This insurance does not apply to: a. Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; b. Structural alterations, new construction or demolition operations performed by or on behalf of that manager or lessor; or c. Any premises for which coverage is excluded by endorsement. 3. Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of your ownership, maintenance or use of the premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or on behalf of such person(s) or organization(s). 4. Owners, Lessees or Contractors: Any person(s) or organization(s) to whom you are obligated to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" included in the "products -completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of your "employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services. 5. Architects, Engineers or Surveyors: Any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf: a. In connection with your premises; or b. In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services by or for you, including: LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or for you. 6. Any Person or Organization Other Than a Joint Venture: Any person(s) or organization(s) (other than a joint venture of which you are a member) for whom you are obligated to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf: a. In the performance of your ongoing operations; or b. In connection with premises owned by or rented to you. This insurance does not apply to: a. Any person(s) or organization(s) more specifically covered in Paragraphs 1. through 5. above; b. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; or c. Any person(s) or organization(s) whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve, maps, drawings, opinions, reports, surveys, field orders, change orders, designs and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or on behalf of you, or those operating on your behalf. The insurance afforded to any person(s) or organization(s) as an insured under this Item 1.: 1. Applies to the extent permitted by law; 2. Applies only to the scope of coverage and the minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the limits of insurance provided by this Policy; 3. Does not apply to any person(s) or organization(s) for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this Policy applies to such person(s) or organization(s) with regard to the "bodily injury", "property damage" or "personal and advertising injury"; 4. Applies only if the "bodily injury" or "property damage" occurs, or the offense giving rise to the "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and 5. Applies only if the written agreement is in effect at the time the "bodily injury" or "property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Item 2. Blanket Additional Insured — Grantor Of Permits Paragraph 2. of Section II — Who Is An Insured is amended to add the following: Any state, municipality or political subdivision that has issued you a permit in connection with any operations performed by you or on your behalf, or in connection with premises you own, rent or control, and to which this insurance applies, but only to the extent that you are required to provide additional insured status to the state, municipality or political subdivision as a condition of receiving and maintaining the permit. Such state, municipality or political subdivision that has issued you a permit is an insured only with respect to their liability as grantor of such permit to you. However, with respect to the state, municipality or political subdivision: 1. Coverage will be no broader than required; and 2. Limits of insurance will not exceed the minimum limits of insurance required as a condition for receiving or maintaining the permit; but neither the scope of coverage nor the limits of insurance will exceed those provided by this Policy. This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products -completed operations hazard", except when required by written agreement initiated prior to loss; or 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 3. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Commercial General Liability Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Commercial General Liability Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or "suit". LC 20 58 11 18 © 2018 Liberty Mutual Insurance Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non -Owned Watercraft Extension Item 3. Damage To Premises Rented To You — Expanded Coverage Item 4. Bodily Injury To Co -Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Or Offense Item 7. Notice Of Occurrence Or Offense Item 8. Unintentional Failure To Disclose Item 9. Bodily Injury Redefined Item 10. Supplementary Payments — Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefined Item 13. Newly Formed Or Acquired Entities Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 1. Reasonable Force Exclusion a. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non -Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: (a) Less than 55 feet long; and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You — Expanded Coverage A. The final paragraph of 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 1 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III — Limits Of Insurance. B. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of "insured contract" in Section V — Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract'; D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits of Insurance. Item 4. Bodily Injury To Co -Employees A. Paragraph 2. of Section II —Who Is An Insured is amended to include: Each of the following is also an insured Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Paragraph 2.a.(1)(a) of Section II — Who Is An Insured does not apply to "bodily injury" for which insurance is provided by this paragraph. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 2 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 B. The insurance provided by this Item 4. for "bodily injury" to a co -"employee" or "volunteer worker" will not apply if the injured co -"employee's" or "volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other Insurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(d) of Section II — Who Is An Insured is replaced by the following: (d) Arising out of his or her providing or failure to provide professional health care services. However, any "employee" or "volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a public or medical emergency or who is a "designated health care provider" is an insured with respect to "bodily injury" and "personal and advertising injury" that: (i) Arises out of the providing of or failure to provide professional health care services; and (ii) Occurs in the course of and within the scope of such "employee's" or "volunteer worker's" employment by the Named Insured. B. With respect to "employees" and "volunteer workers" providing professional healthcare services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability: This insurance does not apply to: (1) Liability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V — Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Other Insurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Or Offense Knowledge of an "occurrence" or offense by your agent, servant or "employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee" designated by you to notify us of an "occurrence" or offense has knowledge of the "occurrence" or offense. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 3 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Item 7. Notice Of Occurrence Or Offense For purposes of Paragraph 2.a. of Section IV — Commercial General Liability Conditions, you refers to your "executive officer" or "employee" that you have designated to give us notice. Item 8. Unintentional Failure To Disclose Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this Policy shall not be a basis for denial of any coverage afforded by this Policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non - renewal. Item 9. Bodily Injury Redefined The definition of "bodily injury" in Section V — Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments — Increased Limits Paragraphs 1.b. and 1.d. of Section I — Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability are deleted. B. Additional Exclusion Coverage provided by this endorsement does not apply to "property damage" to property while in transit. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A. above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one 'occurrence" regardless of the number of persons or organizations who sustain damage because of that "occurrence". The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 4 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 D. Other Insurance This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this Policy. Item 12. Mobile Equipment Redefined The definition of "mobile equipment" in Section V — Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road maintenance, but not construction or resurfacing; or (3) Street cleaning. However, "mobile equipment' does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where such vehicles are licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are considered "autos". Item 13. Newly Formed Or Acquired Entities A. Paragraph 3. of Section II — Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain majority ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period whichever is earlier; b. Section I — Coverage A — Bodily Injury And Property Damage Liability does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Section I — Coverage B — Personal And Advertising Injury Liability does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to any organization as a Named Insured under this Item 13. does not apply if a Broad Form Named Insured endorsement attached to this Policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive any right of recovery because of payments we make under this Policy for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. LC 32 199 11 18 © 2018 Liberty Mutual Insurance Page 5 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 Policy Number TB5-Z91-473677-022 Issued by LM INSURANCE CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per schedule on file with Per schedule on file with company 30 company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Term: 11 /29/2022-11 /29/2023 Policy Number TB5-Z91-473677-023 Issued by LM Insurance Corporation THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT OR DESIGNATED LOCATION COMBINED AGGREGATE LIMITS — WITH TOTAL AGGREGATE LIMIT FOR ALL PROJECTS AND LOCATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Schedule Designated Construction Project(s) or Designated Location(s): All `locations' and all construction projects at which you are performing ongoing operations. Total Aggregate Limit for all Projects and Locations: $ 15,000,000 A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I - Coverage C, which can be attributed only to ongoing operations at a single designated construction project or a single designated "location": 1. A separate Designated General Aggregate Limit applies to each designated construction project and to each designated "location", and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated General Aggregate Limit is the most we will pay for the sum of all damages under Section I - Coverage A, except damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard", and for medical expenses under Section I - Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated General Aggregate Limit for that designated construction project or designated "location". Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated General Aggregate Limit for any other designated construction project or designated "location". 4. The limits shown in the Declarations for Each Occurrence, Damage to Premises Rented to You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated General Aggregate Limit and the Total Aggregate Limit for all Projects and Locations. LC 25 19 01 15 © 2014 Liberty Mutual Insurance Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: TB5-291-473677-023 5. The Total Aggregate Limit for all Projects and Locations shown in the Schedule of this endorsement is the most we will pay for the sum of all damages caused by "occurrences" under Section I — Coverage A and all medical expenses caused by accidents under Section I — Coverage C which can be attributed only to ongoing operations at a designated construction project or designated "location" shown in the Schedule of this endorsement, regardless of the number of construction projects, "locations", 'occurrences" or accidents. 6. Each Designated General Aggregate Limit is subject to the Total Aggregate Limit for all Projects and Locations shown in the Schedule of this endorsement. B. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I - Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project or single designated "location": 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated General Aggregate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. For the purposes of this endorsement, the Definitions Section is amended by the addition of the following definition: "Location" means any premise that you occupy for permanent operations as part of your business, but does not include any premises at which you are performing operations as part of a construction project. All premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad shall be considered a single "location". F. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. LC 25 19 01 15 © 2014 Liberty Mutual Insurance Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number: QT-630-2F251181-TLC-23 11 /29/2023-11 /29/2024 COMMERCIAL INLAND MARINE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET LOSS PAYEES This endorsement modifies insurance provided under the IM PAK COVERAGE FORM. The following is added to Section E — ADDITIONAL COVERAGE CONDITIONS: Loss Payable Provision In the event of a Covered Cause of Loss to Covered Property in which both you and a Loss Payee share an insurable interest, we will: a. Adjust the loss or damage with you; and b. Pay any claim for loss or damage jointly to you and the Loss Payee as your interests may ap- pear. This endorsement applies to all Covered Property for which a Loss Payee is on file with us or your insur- ance agent or insurance broker. CM TS 60 01 10 © 2009 The Travelers Indemnity Company Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. POLICY NUMBER: AS5-Z91-473677-013 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. SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization where the named insured has agreed by written contract to include such person or organization as a designated insured. 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 POLICY NUMBER: AS5-Z91-473677-013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor - Additional Insured and Loss Payee IV. Supplementary Payments - Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible - Single Deductible XI. Physical Damage Deductible - Glass XII. Physical Damage Deductible - Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage - Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage - Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXI I. Limited Mexico Coverage XXIII. Waiver of Subrogation NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The coverages provided under this section apply to any 'leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first. B. For any "leased auto" that is a covered "auto" under SECTION II - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured provision is changed to include as an "insured" the lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your "employees" or agents; or 3. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the 'leased auto" for 'loss" to the covered "leased auto". 2. The insurance covers the interest of the lessor of the 'leased auto" unless the "loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto", we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E. The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto" which you lease for a period of six months or longer for use in your business, including any "temporary substitute" of such "leased auto". "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, 'loss" or destruction. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II - COVERED AUTOS LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of SECTION IV - BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of $1,000. B. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. VIII. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of "loss". The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE — GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of "accident", claim, "suit" or "loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or "loss". Such notice must include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit" or "loss" from your agent, servant or "employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or "suit'. (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit'. (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or "suit' is brought against an "insured" outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or "suit'. If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit' and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit' without our consent. We shall not unreasonably withhold consent. b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto" with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the "loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 a. Any "auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any "auto" owned by that individual or by any "family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any "auto" owned by that individual or by any member of his or her household; or 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V - DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred; or 2. $30 per day with a maximum of $900 in any one period. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 D. This coverage does not apply: 1. While there are spare or reserve "autos" available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered 'loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX. NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non -renew this policy by mailing written notice of cancellation or non -renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non -renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: (1) 60 days; (2) The number of days shown in the Cancellation and Non -renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non -renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the 'loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of $1,500 for each covered "auto". XXII. LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY - NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1. Paragraph B.7. of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or "loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such 'loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any "insured" who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: AS5-Z91-473677-013 Schedule Premium Liability Physical Damage Total Premium XVIII. Drive Other Car LIAB MP UM UIM Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address COMP COLL Number of Days AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS5-Z91-473677-013 Issued by LM INSURANCE CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With the Per Schedule On File With The 30 Company Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number: AS5-Z91-473677-012 Issued by: LM Insurance Corporation THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERGE FORM TRUCKERS 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" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Any person or organization whom you have agreed in writing to add as an additional insured, but only to coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. Regarding Designated Contract or Project: Any contract or project where you have agreed in writing to add as an additional insured, on a noncontributing basis, but only to coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 08 11 © 2010, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. r� -eXaSMutu O WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy 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 Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 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: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill Authorized representative NCCI Carrier Code: 29939 11/11/23 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 WC 42 03 04 B r� ...eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/2 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 11/11/23 WC420601 r� ...eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule CITY OF WYLIE 300 COUNTRY CLUB RD. WYLIE, TX 75098 US This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 11/29/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002006571 of Texas Mutual Insurance Company effective on 11/29/23 Issued to: WRIGHT CONSTRUCTION COMPANY INC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 11/11/23 WC420601 COMMERCIAL LIABILITY - UMBRELLA DECLARATIONS Issued by: Liberty Insurance Corporation Policy Number: TH7-Z91-473677-033 Renewal of: New Business Item 1. Named Insured and Mailing Address: WRIGHT CONSTRUCTION CO., INC. 601 W. WALL ST. GRAPEVINE, TX 76051 Producer: BOX INSURANCE AGENCY 1200 S MAIN ST STE 1600 GRAPEVINE, TX 76051-7529 The Named Insured is: Corporation Item 2. Policy Period: 11/29/2023 to 11/29/2024 at 12:01 A.M. standard time at above mailing address. Item 3. Limits of Insurance: Each Occurrence Limit $ 5,000,000 General Aggregate Limit $ 5,000,000 Products -Completed Operations Aggregate Limit $ 5,000,000 Item 4. Self -Insured Retention - Each Occurrence: $ 0 Item 5. Premium: Premium Basis Audit Basis Estimated Exposure Rate Flat Charge 0 Code Number Account Number 99935 9-473677 Sub -Account Number 0000 LCU 00 02 0118 © 2017 Liberty Mutual Insurance Page 1 of 2 Item 6. Underlying Insurance: Coverage Employers Liability* Auto Liability General Liability Employee Benefits Liability Insurer Policy Period Policy Number Texas Mutual Insurance Company. 11 /29/2023 to 11/29/2024 000?00F571 LM Insurance Corporation 11 /29/2023 to 11/29/2024 AS5-Z91-473677-013 LM Insurance 11 /29/2023 to TB5-Z91-473677-023 LM Insurance 11 /29/2023 to TB5-Z91-473677-023 Limits of Insurance $1,000,000 By Accident Each Accident $1,000,000 By Disease Policy Limit $1,000,000 By Disease Each Employee $1,000,000 CSL $1,000,000 Each Occurrence Corporation $2,000,000 General Aggregate 11/29/2024 $2,000,000 Products/Completed Ops Aggregate $1.000.000 Pers & Adv Iniury Limit Corporation $1,000,000 Each Employee 11/29/2024 $2,000,000 Aggregate * In any jurisdiction, state or province where the amount of Employers Liability Insurance provided by the underlying insurer(s) is by law unlimited, the underlying Employers Liability limits shown in the above schedule do not apply and no coverage for Employers Liability shall be provided by this policy. These Declarations and any Declarations Extension Schedules, together with the Coverage Form and any Endorsement(s) complete this policy. Forms and Endorsements attached to this policy: See Attached Schedule Countersigned by: *M-;6L k Authorized Company Representative LCU 00 02 0118 © 2017 Liberty Mutual Insurance Page 2 of 2 Pollution Policy #0312-1244 11 /29/2023 to 11 /29/2024 b. To sue us on this policy unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this policy or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 12. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under this policy, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph b. below. However, in the event that a written contract or written agreement requires this insurance to be primary for any person or organization with whom you agreed to insure and such person or organization is an insured under this policy, we will not seek contributions from any such other insurance issued to such person or organization. b. Method of Sharing If all of the other insurance permits contribution by equal shares, we will also follow this method. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. c. Project Specific Insurance Policy Notwithstanding Paragraphs a. and b. above, if a project covered under this policy is insured under a policy specifically purchased to apply to such project, this policy will apply excess of such policy. 13. Premiums and Deductible The first Named Insured shown in the Declarations: a. Is responsible for the payment of all premiums; b. Will be the payee for any return premiums we pay; and c. Is responsible for the payment of all deductibles. 14. Representations a. By accepting this policy, you agree: ENV-CPL 00003 00 (02/12) Page 14 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. (1) The statements and information in any Application and/or Questionnaire and other supplemental materials submitted to us are accurate and complete and are material to our underwriting of this policy; (2) Those statements and the information provided are based upon representations you made to us; and (3) We have issued this policy in reliance upon your representations. b. Misrepresentation, concealment, breach of a term or condition, or violation of any duty under this policy by one insured shall not prejudice the interest of coverage for another insured under this policy. Provided, however, that this condition shall not apply to any insured who is a parent, subsidiary or affiliate of the first Named Insured. 15. Separation of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. 16. Service of Suit In the event of our failure to pay any amount claimed to be due hereunder, we, at your request, will submit to the jurisdiction of a court of competent jurisdiction within the United States. Nothing in this condition constitutes or should be understood to constitute a waiver of our rights to commence an action in any court of competent jurisdiction in the United States, to remove an action to a United States District Court, or to seek transfer of a case to another court as permitted by the laws of the United States or of any state in the United States. It is further agreed that service of process in such suit may be made upon counsel, Legal Department, Allied World Assurance Company (U.S.) Inc., 199 Water Street, 24" Floor, New York, NY 10038 or his or her representative, and that in any suit instituted against us upon this policy, we will abide by the final decision of such court or of any appellate court in the event of an appeal. Further, pursuant to any statute of any state, territory, or district of the United States which makes provision therefore, we hereby designate the Superintendent, Commissioner or Director of Insurance, or other officer specified for that purpose in the statute, or his or her successors in office, as its true and lawful agent upon whom may be served any lawful process in any action, suit, or proceeding instituted by or on your behalf or any beneficiary hereunder arising out of this policy of insurance and hereby designates the above named as the person to whom the said officer is authorized to mail such process or a true copy thereof. 17. Transfer of Rights of Recovery Against Others to Us If you have rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. You must do nothing after loss to impair them. At our request, you will bring suit or transfer those rights to us and help us enforce them. However, we waive our right(s) of recovery against any person or organization if and to the extent you have agreed to waive your right(s) of recovery against such person or organization in a written contract signed by you prior to the first commencement of a pollution incident out of which the claim or request for emergency response expense arises under Section I — Coverages, 1. Insuring Agreement. ENV-CPL 00003 00 (02/12) Page 15 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 11 /29/2023 to 11 /29/2024 Any recovery as a result of subrogation proceedings arising out of the payment of loss covered under this policy shall accrue first to us to the extent of our payment under the policy, and then to you to the extent of your deductible. Expenses incurred in such subrogation proceedings shall be apportioned among the interested parties in the recovery in the proportion that each interested party's share in the recovery bears to the total recovery. 18. Transfer of Your Rights and Duties Under This Policy Your rights and duties under this policy may not be transferred without our written consent, which shall not be unreasonably withheld, except in the case of death of an individual Named Insured. If you die, your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. 19. When We Do Not Renew If we decide not to renew, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than ninety (90) days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION VI — DEFINITIONS 1. Auto means: a. A land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment. b. Any other land vehicle that is subject to a compulsory or financial responsibility law in the state where it is licensed or principally garaged. However, auto does not include mobile equipment. 2. Bodily injury means bodily injury, physical injury, sickness, building -related illness, mental anguish, shock or emotional distress or disease sustained by a person, including death resulting from any of these at any time. Bodily injury damages shall include monetary awards or settlements of compensatory damages and where allowable by law, punitive, exemplary, or multiple damages, and civil fines, penalties, or assessments for bodily injury. 3. Claim means a demand seeking a remedy and alleging liability or responsibility on the part of the insured. 4. Clean-up costs means reasonable and necessary expenses, including restoration costs and legal expenses incurred with our prior written consent, which consent shall not be unreasonably withheld or delayed, to investigate, abate, contain, treat, remove, remediate, monitor, or dispose of soil, surfacewater, groundwater or other contaminated media but only: a. To the extent required by environmental laws; b. For those costs that have been incurred by the government or any political subdivision of the United States of America (including its territories and possessions), Puerto Rico and Canada or by third parties; or c. In the absence of a. above, to the extent recommended by an environmental professional. ENV-CPL 00003 00 (02/12) Page 16 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 iv. Cooperate with us with respect to coordinating other applicable insurance available to the indemnitee; and (b) Provides us with written authorization to: Obtain records and other information related to the suit; and ii. Conduct and control the defense of the indemnitee in such suit. So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments as provided under Paragraph 2. Supplementary Payments of SECTION I — COVERAGES of this policy. Notwithstanding the provisions of Paragraph 1. Contractual Liability of SECTION III — EXCLUSIONS of this policy, such payments will not be deemed to be damages for bodily injury, property damage, environmental damage and emergency response expense and will not reduce the limits of insurance. Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments, as provided under Paragraph 2. Supplementary Payments of SECTION I — COVERAGES of this policy, ends when we have used up the applicable limit of insurance in the payment of judgments or settlements; or the conditions set forth above, or the terms of the agreement described in paragraph (6) above, are no longer met. SECTION II — WHO IS AN INSURED 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your executive officers and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as trustees. 2. Each of the following is also an insured: a. Your volunteer workers only while performing duties related to the conduct of your business, or your employees, other than either your executive officers (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these employees or volunteer workers are insureds for: ENV-CPL 00003 00 (02/12) Page 5 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 (1) Bodily injury: (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -employee while in the course of his or her employment or performing duties related to the conduct of your business, or to your other volunteer workers while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co -employee or volunteer worker as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (1)(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. (2) Property damage to property: (a) Owned, occupied or used by, (b) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your employees, volunteer workers, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your employee or volunteer worker), or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only: (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this policy. e. Any subsidiary, associated, affiliated or allied company or corporation, including subsidiaries thereof, of which you have more than 50% ownership interest at the inception of the policy period. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and b. Coverage under this policy does not apply to bodily injury, property damage, environmental damage or emergency response expense that took place before you acquired or formed the organization; ENV-CPL 00003 00 (02/12) Page 6 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Pollution Policy #0312-1244 4. Any person or organization with whom you agree to include as an insured in a written contract or written agreement, but only with respect to bodily injury, property damage, environmental damage or emergency response expense arising out of your work. 5. Any person or organization that has at least a 50% controlling interest in you but only with respect to bodily injury, property damage, environmental damage or emergency response expense arising out of their financial control of you. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III — EXCLUSIONS This insurance does not apply to: 1. Contractual Liability Bodily injury, property damage, environmental damage or emergency response expense for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages: a. That the insured would have in the absence of the contract or agreement; or b. Assumed in a contract or agreement that is an insured contract, provided the bodily injury, property damage, environmental damage or emergency response expense occurs subsequent to the execution of the contract or agreement. Solely for the purposes of liability assumed in an insured contract, reasonable attorneys' fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of bodily injury, property damage, environmental damage or emergency response expense, provided: (1) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same insured contract; and (2) Such attorneys' fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Criminal Fines, Penalties and Assessments Any criminal fines, criminal penalties or criminal assessments. 3. Damage to Conveyance Property damage to any conveyance utilized during transportation. This exclusion does not apply to claims made by third -party carriers for such property damage arising from the insured's negligence. 4. Damage to Property Property damage or environmental damage to: a. Property you own, rent, or occupy including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance ENV-CPL 00003 00 (02/12) Page 7 of 22 Includes copyrighted material of Insurance Services Offices, Inc. with its permission. 006213-1 PERFORMANCE BOND Page 1 of 2 Bond #100340729 1 SECTION 00 6213 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, WriLht Construction Co.. Inc. , known as 8 "Principal" herein and Merchants Bonding Company (Mutual) , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R. 11 Horton — Texas. LTD., authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of, 13 Three Million, Seven Hundred Two Thousand, Six Hundred Sixty -Eight a'id 00/100 Dollars ($ 3,702,668.00 1, 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to 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 CFA24-0008 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 18 T" day of APRIL 2024 , which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to fumish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Line Star at Liberty Trails Phase 1 B l Public Site Utilities 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 Lone Star at Liberty Trails Phase 113 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised January 31, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 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 18 r" day of APRIL , 20 24 . ATTE�'1': rinci;�l) Secretary Witness as to Riniccipal Wit ss as to Sure Crystal Langhorn PRINCIPAL: Wright Construction BY: Signature i�� e5k Pub( 1�0_ V—) Name and Title Address: 600 W. Wall Street Grarevine. TX 76051 SURETY: Merchants Bonding Comoanv iMariall BY: �"4XO16B`. _ Signature Kim Bracamonte, Attorng in -Fact r Name and Title Address: P.O. Box 14498 Des Moines, IA 50306-3498 Telephone Number: 515-243-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation_ If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Lone Star at Liberty Trails Phase I City Project No.: 105130 0062 14 -1 PAYMENT BOND Page I of2 Bond #100340729 SECTION 00 6214 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Wrieht Construction Co. Inc. known as "Principal" herein, and Merchants Bonding Company (Mutual) , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R. Horton — Texas. LTD., authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum Of Three Million, Seven Hundred Two Thousand, Six Hundred Sixn-Eight and 00/100 Dollars ($ 3,702, 668.00 , lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA Number CFA24-0008 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 18' day of — . APRIL , 20 24 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Lone Star at Liber: Trails Phase 1B./ Public Site Utilities NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. CITY OF FORT WORTH Lone Star at Liberty Trails Phase 1B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the_ 18 TH day of APRIL , 20 24 ATTEST: ( incipa) Secretary Witness as to Principal PRINCIPAL: Wrieht Const c. BY: _ ature Name and Title Address: 600 W. Wall Street Graoevine. TX 76051 SURETY: Merchants Bondin&CompanyLntua! t, _ ATTEST: BY: Signature N/A (Surety) Secretary Witness as to Surry, Crystal Langhorn Kim Bracamonte. Attornev-in-Fagt _ Name and Title Address: P.O. Box 14498 Des Moines, IA 50306-3498 Telephone Number: 515-243-8171 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 Lone Star at Liberty Trails Phase 113 STANDARD CITY CONDITIONS DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised January 31, 2012 00 62 l9 -1 MAINTENANCE BOND Page I of 3 Bond # 100340729 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Wri_ht Construction Co., Inc. known as "Principal" herein and Merchants Bonding Compan:, I Mutuall , 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, D.R. Horton — Texas LTD.. authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Three Million, Seven Hundred Two Thousand, Six Hundred Sixty -Eight and 00/100 Dollars ($ 3,702,668.00 1, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA24-000 :and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 18 r" day of APRIL 20 24 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as Lone Star at Libertv Trails Phase 1B; and / Public Site Utilities WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period'); and CITY OF FORT WORTH Lone Star at Liberty Trails Phase IB STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Lone Star at Liberty Trails Phase iB STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No,; 105130 Revised January 31, 2012 0062 I9 - 3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duty authorized agents and officers on this the 18 r" day of APRIL 20 24 PRINCIPAL: Wr;0e:?_ BY ATTEST: __ rincip )Secretary Witness as to Principal ATTEST: N/A (Surety) Secretary Witiless as to Surety, Crystal Langhorn Y\LA 1 Name and Title Address: 600 W. Wall Street Gra[,evine. TX 76051 SURETY: Merchants Bondine CQmny_Wi tualL Kim Bracamonte, Attorney -in -Fact Name and Title Address: P.O. Box 14498 Des Moines, IA 50306-3498 Telephone Number: 515-24378171 `Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised January 31, 2012 MERCHANTS lb BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Adam Syswerda; Andrea Nix; Brad Johnson; Crystal Langhorn; Kim Bracamonte; Steven W Lewis their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments 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. This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 3rd day of February 2024 + oR O# * �o's •� l -o- c'o. 2003 %d3. :aN MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By President 779!:�_ STATE OFIOWA '•.,,���i"f��••..•' '•.••••..• COUNTY OF DALLAS ss. On this 3rd day of February 2024 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. _ ,PpLtA(s Penni Miller z � Commission Number 787952 • • My Commission Expires - fOWA January 20, 2027 i 1! Nota b (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of �•.••A•�10Nqck . �'•.,� •DypG Z 2O�p0R E`Op': ••�OPQ1POg4.9�; :a:• -o- fl• - •z:= -o- o� = 2003 ) 933 secretary 5�. ;�0�0Q►POq 'O9• -o- a'• 1933 . y MERCHANTS � BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. P.O. BOX 14498 • DES MOINES, IOWA 50306-3498 , (800) 678-8171 • (515) 243-3854 FAX IMPORTANT NOTICE Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company. If you don't, you may lose your right to appeal. Merchants Bonding Company (Mutual) To get information or file a complaint with your insurance company: Call: Compliance Officer at 800-678-8171 Toll -free: 1-800-678-8171 Email: regulatory@merchantsbonding.com Mail: P.O. Box 14498, Des Moines, IA 50306-3498 To get insurance information you may also contact your agent: Steven W. Lewis - Box Bonding Agency Call: 817-865-1515 Mail: 1200 S. Main Street, #1600, Grapevine, TX 76051 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 File a complaint: www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.A,ov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 SUP 0032 TX (11/19) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1— Definitions and Terminology.......................................................................................................1 1.01 Defined Terms...........................................................................................................................1 1.02 Terminology.............................................................................................................................5 Article2 — Preliminary Matters.....................................................................................................................6 2.01 Before Starting Construction.....................................................................................................6 2.02 Preconstruction Conference.......................................................................................................6 2.03 Public Meeting..........................................................................................................................6 Article 3 — Contract Documents and Amending............................................................................................6 3.01 Reference Standards..................................................................................................................6 3.02 Amending and Supplementing Contract Documents................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................7 4.01 Licensed Sureties and Insurers...................................................................................................7 4.02 Performance, Payment, and Maintenance Bonds....................................................................... 7 4.03 Certificates of Insurance............................................................................................................7 4.04 Contractor's Insurance..............................................................................................................9 4.05 Acceptance of Bonds and Insurance; Option to Replace..........................................................12 Article 5 — Contractor's Responsibilities..................................................................................................... 12 5.01 Supervision and Superintendent.............................................................................................. 12 5.02 Labor; Working Hours........................................................................................................... 13 5.03 Services, Materials, and Equipment....................................................................................... 13 5.04 Project Schedule..................................................................................................................... 14 5.05 Substitutes and "Or-Equals"................................................................................................... 14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16 5.07 Concerning Subcontractors, Suppliers, and Others.................................................................. 16 5.08 Wage Rates............................................................................................................................ 18 5.09 Patent Fees and Royalties....................................................................................................... 19 5.10 Laws and Regulations.............................................................................................................19 5.11 Use of Site and Other Areas................................................................................................... 19 5.12 Record Documents..................................................................................................................20 5.13 Safety and Protection............................................................................................................. 21 5.14 Safety Representative..............................................................................................................21 5.15 Hazard Communication Programs.......................................................................................... 22 5.16 Submittals...............................................................................................................................22 5.17 Contractor's General Warranty and Guarantee........................................................................ 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification.......................................................................................................................24 5.19 Delegation of Professional Design Services............................................................................ 24 5.20 Right to Audit.........................................................................................................................25 5.21 Nondiscrimination..................................................................................................................25 Article6 — 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 11.07 Correction Period....................................................................................................................30 11.08 City May Correct Defective Work.......................................................................................... 31 Article12 — Completion............................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................ 32 1202 Partial Utilization....................................................................................................................32 1203 Final Inspection......................................................................................................................32 1204 Final Acceptance.................................................................................................................... 33 Article 13 — Suspension of Work................................................................................................................ 33 13.01 City May Suspend Work........................................................................................................ 33 Article14 —Miscellaneous .........................................................................................................................34 14.01 Giving Notice.........................................................................................................................34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times........................................................................................................... 34 14.03 Cumulative Remedies............................................................................................................ 34 14.04 Survival of Obligations.......................................................................................................... 35 14.05 Headings.................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Pagel of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j . MWBE Commitment Form(If required by City) k. General Conditions 1. Supplementary Conditions M. 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 the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of 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 ContractDocuments. 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 be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at 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 orSubcontractor. 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.m. and ending at S: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and4.02.C. 4.03 Certificates oflnsurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City and Developer, 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. 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. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 eachoccurrence b. $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separatelocations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute itemwill: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and Developer and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. 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. 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: shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates 0 Required for this Contract. 11 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 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 F 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records 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. 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 and Developer, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resultingfrom 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City and Developer, 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 or Developer. 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage causedby: 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; the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, Developer, and their respective 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. T.UIJ 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 OR DEVELOPER. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City or Developer in defending against such claims and causes ofactions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, Developer, and their respective officers, servants and employees, from and against any and all loss, damage or destruction of property of the City or Developer, 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. THI INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND R�' EFFECTIVE EVEN IF IT I -,, ,.. 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 OR DEVELOPER. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 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 may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipatedproject. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 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 reasonstherefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-36 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 36 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 105130 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 105130 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 105130 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended By Date Remarks Date Rejected Received late CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 0131 19- 1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 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: 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 '/z 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily 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 £ 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 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 fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 33 00 - 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 014523-1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another form of distribution approved by the City. CITY OF FORT WORTH Lone Star at Liberty Trails Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 014523-2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] L I 0 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 Lone Star at Liberty Trails Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised August 30, 2013 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1) Contact City 1 week before water for construction is desired d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 E. Dust Control 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 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 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources\02 - Construction Documents\Standard Products List B. 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. C. 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. D. 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. E. 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 SUBMITTALSANFORMATIONAL 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 60 00 - 2 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 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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 of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 66 00 - 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of SECTION 0170 00 MOBILIZATION AND REMOBILIZATION 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 0170 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 0170 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 0170 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Pagel of 5 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 5 a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 5 a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 5 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017123-5 DAP CONSTRUCTION STAKING AND SURVEY Page 5 of 5 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 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 Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 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 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Pagel of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS ]NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Lone Star at Liberty Trails Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 105130 Revised April 7, 2014 A L P H A #XTE STING Geotechnical Conxtruction Materials Environmental A Universal Engineering Sciences Company TBPELS Firm No. 813 .tune 22, 2023 D.R. Horton — Texas, Ltd. (DFW West Division) 6751 North Freeway, Building A Fort Worth, Texas 76131 Attention: Mr. Jonathan Thompson, P.E. Re: Pavement Subgrade Recommendations Lonestar at Liberty Trails Phases 1 and 2 Off Highway 114 Fort Worth, Texas ALPHA Report No. W222864-A-revl 5058 Brush Creek Road Tel: 817.496 5600 Fort Worth, Texas 76119 Fax: 817.496.5608 www.alphatesting.com Submitted herein are the recommendations for pavement subgrade preparation for public streets at the subject subdivision. The site is generally located north of Highway 114 and about'/2 mile west of Ben Bert Road in Fort Worth, Texas. This study was authorized by Mr. Justin Bosworth on September 30, 2022 and performed in accordance with ALPHA Proposal No. 93570, dated September 29, 2022. A report containing recommendation for residential foundations and general construction and earthwork guidelines was issued under a separate cover (ALPHA Report No. W222864, dated June 1, 2023). This letter is an extension of the residential foundation report and should not be considered separately. The purpose of this study is to develop pavement sections for the planned streets in the subject subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015). We understand the proposed streets within the subdivision could be classified as "Residential - Urban", "Collector" or "Arterial", as described in the referenced manual. PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for D.R. Horton — Texas, Ltd. (DFW West Division) (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed pavement. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at ALHA Report No. W222864-A-revl p\ different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. SUMMARY OF RECOMMENDATIONS Table A contains a summary of pavement section requirements for proposed streets at the subject project. TABLE A Summary of Pavement Section Requirements Street Classification Residential -Urban Collector Arterial PCC Pavement Thickness(in) placed on lime stabilized subgrade soil 28-day Concrete Compressive Strength (psi) Subgrade Treatment Application Rate (lbs per sq yd) Reinforcing Bar No. Reinforcing Bar Spacing (in) 6 T/2 10 3,600 3,600 3,600 6 inches Lime 8 inches Lime 8 inches Lime 32 42 42 3 3 4 18 18 18 Further recommendations and analyses used to develop the summary in Table A are provided further in this report. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 222 test borings to depths of about 15 ft to 20 ft each. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each boring is shown on the attached Boring Location Plan, Figure 1 A, 1 B and 1 C. Subsurface types encountered during the field exploration are presented on the attached Log of Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 2 ALHA Report No. W222864-A-revl LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement sections design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: Moisture Content (ASTM D 2216) • Atterberg-Limits (ASTM D 4318) • Unconfined Compressive Strength (ASTM D 2166) • Sulfate Content (TX-145-E Part II) • Lime Series (Plasticity Index vs. Lime Content) GENERAL SUBSURFACE CONDITIONS Based on geological maps available from the Bureau of Economic Geology, published by The University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone and Duck Creek formation. This undivided formation generally consists of alternating layers of limestone and marl (limey shale). Residual overburden soils associated with these undivided formations generally consist of clay soils characterized by moderate to high shrink -swell potential. Subsurface conditions encountered in the borings generally consisted of clay and/or clayey gravel to depths of about 1 ft to 17 ft below the ground surface underlain by weathered limestone and/or limestone extending to the 15 ft or 20 ft termination depths of the borings. Layers of limestone about 1 ft to 9 ft thick was encountered between the clay layers in Borings 4, 5, 8, 83, 85 and 185 at depths of about 2 ft to 7 ft below the ground surface. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the materials encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. Groundwater was encountered on drilling tools during drilling in Borings 40, 47, 57, 68 and 119 at depths of about 4 ft to 16 ft below the ground surface. Groundwater was observed upon completion of drilling in these borings at depths of about 4 ft to 17 ft. Free groundwater was not encountered in the remaining borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the attached boring logs. 3 ALHA Report No. W222864-A-revl #X ENGINEERING ANALYSIS AND RECOMENDATIONS Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials and conventional thickness determination procedures. Related civil design factors such as subgrade drainage, shoulder support, cross -sectional configurations, surface elevations, joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications but were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. Pavement Subgrade Preparation Based on review of the borings it is expected the pavement subgrade could consist of clay or similar onsite materials used for grading the site. Limestone could be exposed at the surface in some areas. Since the subgrade conditions and required treatments could vary along the proposed road alignment, ALPHA should be retained to observe construction to verify conditions are as expected. Also, we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively. Residential Urban streets should be mixed with a minimum 32 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specifications Item 260. Collector/Arterial streets should be mixed with a minimum 42 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specifications Item 260. The recommended application rate equates to about 7 percent lime based on a dry soil unit weight of 100 pcf. The results of a lime series test performed on a representative clay sample are attached (Figure 2). We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. The soil -lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil -lime mixture is at/or below 15. Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork constructed at final grades could experience soil -related potential seasonal movements of up to about 6 inches depending on the depth of limestone from final grade as discussed in the referenced foundation report (ALPHA Report No. W222864). Lime stabilization of the pavement subgrade is not required where the pavement subgrade consists of limestone. In pavement areas where limestone is exposed after final subgrade elevation is achieved, on -site lime stabilized clay cuttings, on -site processed limestone cuttings, or flexible base material could be used as a leveling course (as needed) to provide a smooth surface for placement of the pavement. 4 ALHA Report No. W222864-A-revl p\ A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our experience with similar projects, we anticipate the CBR for native subgrade material is estimated to be between 2.0 and 3.0. Following improvement with lime, the CBR value for the lime stabilized clayey soils is expected to be at least 10. Portland Cement Concrete Pavement Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. • Compressive strength of concrete 3,600 psi at 28 days • Modulus of Elasticity 4,000,000 psi • Modulus of Rupture 620 psi • Modulus of Subgrade Reaction* 280 pci • Load Transfer Co -efficient 3.0 • Drainage Coefficient 1.0 • Initial PSI 4.5 • Terminal PSI for 2.0 (Residential Urban) 2.25 (Collector) 2.5 (Arterial) • Standard Deviation 0.39 • Reliability 85 percent *Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous section. Using the Street Classification of "Residential -Urban" as described in the referenced Fort Worth Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the Residential Urban street pavement to be about 930,000. Using the Street Classification of "Collector" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 3,000,000. Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads (ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 13,000,000. If the actual expected traffic volume is different than used for our analysis herein, our office should be provided with the actual expected traffic volume so that we can re-evaluate our recommendations. 5 ALHA Report No. W222864-A-revl #NL Based on the subgrade preparations recommended herein, the projected traffic volume and stated design parameters, a minimum 6-inch section of Portland cement concrete is required for Residential Urban classified streets, a minimum 7'/2-inch section of Portland cement concrete is required for Collector classified streets and a minimum 10-inch section of Portland cement concrete is required for Arterial classified streets at this project. PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed herein. Concrete should be designed with 5 ± 1 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw -cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. Draina,ae and Maintenance Routine maintenance, including sealing of cracks and joints should be performed over the life of the pavement. Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Maintaining positive surface drainage throughout the life of the pavement is essential. Soluble Sulfates A total of 22 samples obtained from the borings were tested for soluble sulfate concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table B. TABLE B Soluble Sulfates Sample Boring Depth, Material Type Soluble Sulfate, No. No. ft m /K m g g Epp ) 1 2 0-2 Dark Brown CLAY 61 2 17 0-2 Dark Brown CLAY 84 3 28 0-2 Dark Brown CLAY 48 4 38 2-4 Dark Brown CLAY 44 5 49 0-2 Dark Brown CLAY 88 6 56 0-2 Dark Brown CLAY 49 7 60 0-2 Dark Brown CLAY 111 8 74 0-2 Dark Brown CLAY 59 9 83 0-2 Dark Brown CLAY 33 10 95 0-2 Dark Brown CLAY 64 11 103 0-2 Dark Brown CLAY 54 12 116 2-4 Dark Brown CLAY 45 13 125 2-4 Dark Brown CLAY 44 14 144 0-2 Dark Brown CLAY 52 15 165 0-2 Dark Brown CLAY 38 D ALHA Report No. W222864-A-revl 16 175 2-4 Dark Brown CLAY 15 17 183 2-4 Tan CLAY 76 18 199 2-4 Brown CLAY 43 19 211 0-2 Dark Brown CLAY 30 20 218 2-4 Light Brown CLAY 22 21 222 4-6 Dark Brown CLAY 34 22 225 2-4 Dark Brown CLAY with limestone fragments 183 Based on the results of laboratory testing, the soluble sulfate content measured in the samples tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of soluble sulfates in soil are typically very localized and concentrations in other areas of the site could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed along the pavement subgrade during construction. During construction, experienced geotechnical personnel should make close observations for possible sulfate reactions. GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. Site Preparation and Grading As discussed in Section 2.0 of the referenced report, stockpiles of fill were observed in the vicinity of Borings 53, 61, 62, 70, 71 and 191. Although not encountered in the borings, existing fill materials could contain organics, boulders, rubble and other debris which could be encountered during site grading and general excavation. The earthwork and excavation contracts should contain provision for removal of unsuitable materials in the existing fill. Test pit excavations performed prior to construction can be used to evaluate the depth, lateral extent and composition of uncontrolled fill at this site. ALPHA would be pleased to provide this service if desired. Limestone was encountered within 4 ft of existing grade in several of the borings could be encountered during general excavation at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting pavement or areas to receive new fill should be properly prepared. 7 ALHA Report No. W222864-A-revl #NL After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof -roll should be removed and replaced with well -compacted material as outlined in the Fill Compaction section. Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in the Fill Compaction section. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be placed well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 8 ALHA Report No. W222864-A-revl Fill Compaction The following compaction recommendations pertain to general filling and site grading. The pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation section. Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be 9 ALHA Report No. W222864-A-revl p\ performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about I to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. Groundwater Groundwater was encountered in Borings 40, 47, 57, 68 and 119 at depths of about 4 ft to 16 ft below the ground surface. Groundwater was not encountered in the remaining borings. However, from our experience, shallower seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined on the cover page of this report. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented 10 ALHA Report No. W222864-A-revl p\ in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors and it is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. CLOSING All recommendations in the referenced geotechnical report remain unchanged unless specifically modified herein. We appreciate the opportunity to be of service. Please contact us with any questions or comments. Sincerely, ALPHA TESTING, LLC Karina Cohuo Geotechnical Project Manager BJH/kc Copies: (I-PDF) Client r 0RIAN J. HOYT 15748' June 22, 2023 454 I Brian J. Hoyt, P.E. Regional Manager Attachments: Boring Location Plan — Figure IA, 1B and 1C Mechanical Lime Series — Figure 2 WinPAS Analysis Results Log of Borings Key to Soil Symbols and Classifications 11 N B-126"B!127 B 128 B-129 � 8 ' n J-130 B131-B . _, -B- 32— B-133 M 13-134 B-135• B-136, B-13- E B-1 J ILB-2 B-3 B-4 B-5 p4L 9" " B-1>GB 141f ,, . B�-1421 3� �B- 44 � �- B�-14�5- _ * P -- 150B -146 3-138 B40'd,B-14IT-B -9_ B-10 P-1B-6, B-�7 ^ B-8 P-13 B-149 -14BB-147B-B5 �4 4B-11 B-12 B- 1 3 B-1#4 -I B-15 B-16- +4n e a Y y w ■i a -7 B-152:s-1 3 �—�—� + - B-154 - v i `B-155- B-156I 1 B-17 B-18 -� B-19 B-20 B-21 �B-22 1 IF Ulls- B-162 B-163 B-157, B-158 B-159 B-160 B-1 1 a Q f 1 P-23 B*23 B-24 p"'24 B-25 B-26 P-25 B-164 B-165 P 2 B-166 B'1 '. B-168 • r B-27 B-28 B-21, tt 9, B-30 B-31 ,+ 69� B-170 B-171 B-172 B-173 B-174 44 + rB-32 B 33 B-34 • B-35� B-36 , B-175 B-176 P'-50` i B-177 y P-32 B-37L. B-38 P-33 - B-39 1 i s Q B-178 B-179 as i' a B-40 13-41`- B-42- B-43 B-44lb i B-180- B-181 B-46 B-47 B-48 B-49 B-50 u B-51 B-52 B-45 - } } B-183 B-184 B-53'-. 13-54 0 0. i' B-56— B-57- B-58 B-59 ;--B-60,T B-182 p-51 r P-36 " B-55 P-35 F+ ITyIB-185 B-186 � � +i� M � N r y eR f 7 I� • P-34 MATE PRELIMINARY BORING PAVEMENT RECOMMENDATIONS A L R H A'kT E T I N APPROXILOCATIO MATE N (Wzlzoz6) LONESTAR AT LIBERTY TRAILS # -(;� APPROXIMATE BORING LOCATION PHASES 1 AND 2 OFF HIGHWAY 114 WHERE 17 1L L L B E f3 I M S * BORINGS INACCESSIBLE DENTON,TEXAS ALPHA PROJECT NO. W222864-A FIGURE 1A BORING LOCATION PLAN Bj3, % B-5B-54 _Il>5� ■ B-61 B-62 rB-,63 1 :tB-.80 +� B-10 3 �2 PAVEMENT RECOMMENDATIONS LONESTAR AT LIBERTY TRAILS PHASES 1 AND 2 OFF HIGHWAY 114 DENTONJEXAS ALPHA PROJECT NO. W222864-A B-109---:-B-.110_- B-111, B- ff B-216 I q 0 � I , B-117- P-45- B-119 t + }P-46•B-120- B-118 i -B-121 122=B-123- B-124-R--l?5 RUNA #iTESTING WNERIR IT ill 11€0IBS FIGURE IB BORING LOCATION PLAN B;187 w B-188 B- • f -- B-193* B-194 �B + w IF ti B-197 t B-198 B A_ -B- 00 B-201 , B-. P-41 B-203 • 1 0_ B-211 3-G1G s tf-L1S _ IS- 14" B-215 tQ�m 7. 1,�1: B-217� B-218 B-219 P-47 - �-]§-a�� d B-22�7 T 8 APPROXIMATE PRELIMINARY BORING LOCATION (W212026) APPROXIMATE BORING LOCATION BORINGS INACCESSIBLE i � HIGHWAY 114 PAVEMENT RECOMMENDATIONS LONESTAR AT LIBERTY TRAILS PHASES 1 AND 2 OFF HIGHWAY 114 DENTON, TEXAS ALPHA PROJECT NO. W222864-A KLPN1#t V E S T I N S � APPROXIMATE BORING LOCATION WHER1 IT ill 110IBS FIGURE 1C N BORING LOCATION PLAN ALPHA#\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222864 Date: 11 /30/22 % Lime 0% 4% 6% 8% 10% PI 46 21 16 12 10 70 65 60 55 50 45 40 \ tl 35 \ 30 25 \ 20 15 �T 10 ►q� 6 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2A ALPHA#\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222864 Date: 12/12/22 % Lime 0% 4% 6% 8% 10% PI 39 17 13 9 5 70 65 60 55 50 45 40 a 35 30 25 �\ 20 15 10 5 I �� 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 213 ALPHA#\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222864 Date: 11 /30/22 % Lime 0% 4% 6% 8% 10% PI 37 14 11 9 6 70 65 60 55 50 45 40 tl 35 30 25 \ 20 ,\ \ 15 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2C ALPHA#\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222864 I Date: 05/04/23 % Lime 0% 4% 6% 8% 10% PI 39 18 15 11 9 70 65 60 55 50 45 40 a 35 30 \ 25 \ 20 \ 15 1 10 6 0 ' ' 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2D ALPHA#\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222864 Date: 05/09/23 % Lime 0% 4% 6% 8% 10% PI 43 28 16 12 10 70 65 60 55 50 45 40 tl 35 3N. 0\ 25 20 15 10 I: N 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2E Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Residential Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 5.91 inches Load Transfer, J Design ESALs 930,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.00 Thursday, April 23, 2015 1:12:04PM Engineer: Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Collector Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 7.52 inches Load Transfer, J Design ESALs 3,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.25 Thursday, April 23, 2015 1:11:04PM Engineer: Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Arterial Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 9.87 inches Load Transfer, J Design ESALs 13,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.50 Thursday, April 23, 2015 1:09:59PM Engineer: ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 8/17/2021 End Date: 8/17/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o N a) o u, U� rn> E- .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 3.5 25 4.0 10.0 14.0 100/ 1.25" 100/ 20.0 L 0.5" 4.0 20 3.75 16 57 17 40 0.3 3.5 15 3.5 19 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan CLAY with calcareous deposits 5 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 10.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 19 100/ 7.5" 100/ 20.0 , 5.0" 4.5+ 17 4.0 17 61 19 42 3.2 3.0 23 4.5+ 15 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments 5 10 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o N a) o u, U� rn> E- .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a D o 10.0 14.0 100/ 1.0" 100/ 1.0" 20.0 L 2.75 1.7 92 26 2.0 30 2.0 29 2.0 27 73 23 50 0.1 3.5 20 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 15 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 4.5+ 14 47 22 25 1.0 100/ 9.7575" 100/ 4.5" 100/ 2.25" 16.0 100/ 20.0 L 1. 0/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 29 4.0 6.0 100/ 2.25" IL 100 1.0" 12.0 1 100/ 1.25" 100/ 1.0" 20.0 L 4.0 20 58 22 36 0.7 4.0 13 30 14 16 1.3 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. Project: Strader and Tally Tract - 483. Start Date: 7/22/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Location: Denton, Texas 9 acres Surface Elevation: 7/22/2021 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X o° cn `° v m a cn F-a d- Z o 4.5+ 21 65 22 43 2.0 100/ 5.75" 100/ 9.5" 100/ 4.0" 100/ 2.25" 16.0 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o N a) o u, U� rn> E- .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 24 4.0 10.0 100/ 1.75" 16.0 100/ 20.0 L 0.5" 3.75 21 66 21 45 1.2 3.0 20 3.0 24 3.0 20 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o . 4.5+ 17 66 23 43 1.0 100/ 1.5" 100/ 5" 1. 100/ 5.75" 100/ 1.75" 16.0 100/ 20.0 L 1.5" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ _5� j Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 6.0 11.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� N @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.75 20 100/ 3.5" 100/ 2.25" 100/ 0.5" 20.0 L 100/ 100/ 3.75 15 4.0 16 42 17 25 0.3 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 33 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/22/2021 End Date: 7/22/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 — Tan LIMESTONE with clay seams and layers 10— Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' 'W uai E_ J a o n ��"aL c° of c� N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a- D o 2.5 2.1 102 21 4.0 6.0 100/ 4.5" 100/ 2.5" 14.0 100/ 2.0" 100/ 20.0 0.5" 3.0 19 52 17 35 0.4 4.5+ 12 24 13 11 0.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 34 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/21/2021 End Date: 7/21/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits 5 j j 10 j Tan LIMESTONE with clay seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 27 100/ 5.75" 100/ 20.0 , 0.75" 4.0 25 77 27 50 3.0 17 2.0 16 4.5+ 12 27 13 14 0.5 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. Project: Strader and Tally Tract - 483. Start Date: 7/22/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 35 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Location: Denton, Texas 9 acres Surface Elevation: 7/22/2021 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X o° cn `° v m a cn F-a d- Z o 4.5+ 22 72 23 49 2.0 100/ 5.25" 100/ 3.5" 100/ 6.0" 100/ 2.75" 19.0 100/ 20.0 L 3.0" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. Project: Strader and Tally Tract - 483. Start Date: 7/22/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION WXDark Brown CLAY with limestone fragments j Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 36 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Location: Denton, Texas 9 acres Surface Elevation: 7/22/2021 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a o N� 3 n o c° Q E of c� @o 0 � Y - °� O o C d N �••� 0" 7 (nn U ?i X o65 o 6 Z m J a cn Ha d- o 4.5+ 27 4.5+ 11 47 17 30 0.0 4.0 100/ 2.25" 100/ 0.75" 100/ 2.25" 16.0 100/ 20.0 L 1.5" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. Project: Strader and Tally Tract - 483. Start Date: 7/22/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Location: Denton, Texas 9 acres Surface Elevation: 7/22/2021 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a o N� 3 n c° Q E of c� @o 0 � Y - o °� O o C d N �••� 0" 7 (nn U ?i X o65 o 6 Z m J a cn Ha d- o 4.5+ 19 4.5+ 20 73 23 50 4.7 4.5+ 23 5.0 100/ 3.75" 100/ 3.5" 100/ 6.5" 17.0 100/ 20.0 L 1. 0/ 5058 Brush Creek Rd. BORING NO.: 38 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W212026 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas Project: Strader and Tally Tract - 483.9 acres Surface Elevation: Start Date: 7/21/2021 End Date: 7/21/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 170 / 24 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): NONE o T �- ° Y U� 7 0t 'r-� �� � _ � — a — o ZAfter Drilling (ft): DRY a:C, 3 n 'off a) o a a, aN c v After_ Hours (ft): o—�° m U` a p �' 3 o of Ha a� a o 5 o o ?� Z L o m a MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 5.8 92 25 — 4.5+ 25 4.0 _ Brown CLAY with calcareous nodules — 5 3.5 18 49 18 31 1.3 6.0 _ Tan CLAY with calcareous nodules — 3.5 18 39 17 22 0.4 3.0 15 _ 9.0 Tan LIMESTONE with clay seams and layers 100/ 10 3.5" 100/ 15 0.75" _ 16.0 Gray LIMESTONE with shale seams 100/ _20 20.0 L 0.5" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/21/2021 End Date: 7/21/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ —5� j j j 10 j Tan LIMESTONE with clay seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT 2.0 10.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 20 100/ 6.5" 100/ 20.0 , 2.5" 4.5+ 9 4.25 12 31 13 18 0.3 4.5+ 13 4.5+ 13 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. Project: Strader and Tally Tract - 483. Start Date: 7/23/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Location: Denton, Texas 9 acres Surface Elevation: 7/23/2021 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a o N� 3 n c° Q E of c� @o 0 � Y - o °� O o C d N �••� 0" 7 (nn U ?i X o65 o 6 Z m J a cn Ha d- o 4.5+ 22 4.25 22 68 22 46 2.4 4.0 100/ 5.5" 100/ 5.5" 100/ 4.0" 100/ 20.0 , 2.5" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 — Tan LIMESTONE with clay seams and layers 10— _15 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 24 4.0 6.0 100/ 66 4.0" 100/ k 1.0" 100/ 1.75" 100/ 20.0 IL 1.5" 4.5+ 20 63 22 41 2.3 3.0 17 38 16 22 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 42 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/21/2021 End Date: 7/21/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits 5 j j 10 j Tan LIMESTONE with clay seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 17 100/ 2.0" 100/ 20.0 , 1.75" 4.5+ 16 68 23 45 4.5+ 16 4.5+ 13 4.5+ 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT 8.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 23 100/ 4.75" 100/ 3.0" 100/ 20.0 11 2.5" 3.75 24 3.0 21 64 20 44 0.3 4.5+ 9 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas Project: Strader and Tally Tract - 483.9 acres Surface Elevation: Start Date: 7/23/2021 End Date: 7/23/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with calcareous deposits Tan CLAY with calcareous deposits 5 j Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 100/ 4.75" 100/ 2.75" 16.0 20.0 L 100/ 100/ 2.75 26 2.75 22 3.25 19 3.25 17 41 18 23 0.4 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits and limestone 5 fragments Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> E� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 4.5+ 21 4.0 6.0 100/ 5.0" 100/ 2.5" 100/ 3.0" 17.0 100/ 20.0 , 2.75" 2.0 27 3.0 21 62 23 39 0.1 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 8.0 10.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� N @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 20 100/ 1.25" 100/ 20.0 , 1.5" 3.0 29 2.0 28 3.75 15 3.0 18 48 18 30 0.4 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 47 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. Location: Denton, Texas Strader and Tally Tract - 483.9 acres Surface Elevation: 7/23/2021 End Date: 7/23/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 — Tan LIMESTONE with clay seams and layers 10— _15 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� N @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 4.0 6.0 100/ 66 7.5" 100/ ik 3.75" 100/ 66 2.5" 100/ 20.0 IL 2.0" 4.5+ 8.7 104 20 4.5+ 15 51 18 33 4.0 18 42 17 25 0.7 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 48 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Strader and Tally Tract - 483.9 Acres Surface Elevation: 12/6/2022 End Date: 12/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS 170n Rods (ft): 5 w 1After Drilling (ft): 10 CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE Gray LIMESTONE 10 1 _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 ° o -6.9 .4 a E - w t _ 0) Q > o ink N o U� �` rn> �- .rn >o u�i _ E_ � >� ° �o vE �� .L.. cnL5, � N mo > �a C ° J J Y 0. ° 0-0a°o aN a of x ci _ O° _ c° _ J m a_ C/) �a a Z 0 . 1.5 30 66 22 44 1.0 100/ 3.50" 7.0 100/ 2.50" 12" 100/ 66 1" 100/ 20.0 , 0.50" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 49 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Strader and Tally Tract - 483.9 Acres Surface Elevation: Start Date: 12/6/2022 End Date: 12/6/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS 170n Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY j/ —5� j j Tan LIMESTONE 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 8.0 13.0 Hammer Drop (Ibs / in): 140 / 30 0 0 -6.9 .4 a E — Q o > ~ inC o rn> .rn E_ N� > >> o v E v� .L.. cnLv� N� m o > a C o J J Y 0. ° 0-0aoo aN a Of x ci _ OV _ c o _ J m a_ C/) IL a- D Z 0_ 100/ 4.50" 100/ 66 1" 100/ 20.0 JL 1 3.0 3.0 94 28 3.0 19 3.0 18 45 17 28 0.0 3.0 20 5058 Brush Creek Rd. BORING NO.: 50 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W212026 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Strader and Tally Tract - 483.9 Acres Surface Elevation: Start Date: 12/6/2022 End Date: 12/6/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� 4 E. E 170n Rods (ft): NONE o 0 L 8, Uas L �� a, c _ E E a w t ZAfter Drilling (ft): DRY °' >0 a, o v E °' v, C'n v, m- o -a 0 Y n a 2 - 7After Hours (ft): E o� o� ao 2 a, U aN p a �' `� U) o m of a, o o o" in Z D o m Ha a Ccn a MATERIAL DESCRIPTION jDark Brown CLAY — 3.25 27 _ 2.0 Brown CLAY — 4.5+ 13 60 20 40 4.0 _ Tan CLAY � — 5 3.75 16 41 16 25 0.5 _ 6.0 Tan CLAY — 4.5 15 — 4.25 23 70 23 47 2.1 10 _ 12.0 Tan LIMESTONE 13 — 15 — " , _ 17.0 Gray LIMESTONE 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 51 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Strader and Tally Tract - 483.9 Acres Surface Elevation: 12/4/2022 End Date: 12/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) 170n Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o -6.9 .4 a E — Q > ~ o ink o rn> .rn E E a o N� > >> o v E v� .L.. cnLv� N� m o > a C O J J Y 0. ° 0-0a°o aN a of x ci _ OV _ c O _ J m a_ C/) �a a Z 0 1 2.75 29 3.5 3.0 99 26 69 22 47 3.5 22 7.0 4.25 15 10 10" 91 100/ 2" 16.0 100/ 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212026 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Strader and Tally Tract - 483.9 Acres Surface Elevation: Start Date: 12/6/2022 End Date: 12/6/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS 170n Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY _5� j j Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 2.0 7.0 Hammer Drop (lbs / in): 140 / 30 0 0 -6.9 .4 a E — Q o > ~ inC o rn> .rn E_ N� > >> o v E v� .L.. cnLv� N� m o > a C o J J Y 0. ° 0-0aoo aN a Of x ci _ OV _ c o _ J m a_ C/) IL a- D Z 0_ 100/ 4" 100/ 1.50" 100/ 20.0 hk 2.50" 2.25 29 2.5 19 4.0 14 27 13 14 0.0 11 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 10.0 12.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F o N a) o u, U� rn> 7� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a- D o 3.0 1.6 96 23 66 21 45 100/ 0.50" 20.0 L 11.1 00/ 4.0 17 4.0 17 2.75 18 3.5 21 5058 Brush Creek Rd. BORING NO.: 2 ALPHA #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: Project: Start Date: Drilling Method: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY j/ —5� j j j _10� j Tan LIMESTONE with clay seams and layers Gray LIMESTONE —15— _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o0 °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.75 25 2.0 11.0 14.0 20.0 L 100/ 1.50" 100/ 0.50" 3.0 23 3.0 20 42 16 26 0.3 4.5+ 16 4.5+ 15 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION Brown CLAY j Tan CLAY with calcareous deposits 5 10 Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 12.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.0 20 45 19 26 100/ 3.50" 100/ 20.0 L 1. 0/ 3.5 16 4.5+ 17 3.5 18 3.75 15 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/21/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY — Tan CLAY j/ _5� j Tan LIMESTONE with clay seams and layers 10 VZA Light Gray and Tan CLAY with limestone seams VZA 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /21 /2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL cn c� @o > �a C ° J .5 Y - °� O o C d N 0" �••� 7 U) U ?i X ci o6of o 6 Z m J a cn Ha d- o 4.0 17 2.0 15 41 15 26 0.0 3.5 16 100/ 6.0 1.50" 13.0 4.5+ 11 15.0 100/ 13 20.0 , 4" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 5Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION j Dark Brown CLAY Tan CLAY 5 Tan LIMESTONE with clay seams and layers 10 Light Brown SHALY CLAY 15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 3.5 2.1 104 19 36 18 18 3.5 18 3.5 18 7.0 4.5+ 12 62/ 12/ 15 13.0 1 4.5+ 19 53 22 31 0.3 16.0 20.0 L 4" 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 6 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits 5 j j _10 j Tan LIMESTONE with clay seams and layers 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 12 4.0 11.0 100/ 0.50" 16.0 100/ 20.0 , 0.50" 2.75 26 3.0 17 4.5+ 15 36 17 19 4.5+ 18 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: % Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j j Tan CLAY with calcareous deposits _5� 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.5 28 3.5 19 49 18 31 0.1 4.5+ 15 4.5+ 14 7 4.0 14 12.0 17" 13 16.0 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/22/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers 7-1 Tan CLAY j_10 j Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /22/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a o -6 9 E— ° t X Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� 3 Q E "aL cn > C J Y n o0 c° of c� o @�a ° .5 °� o c dR U U) v 3 of ci IL d- C IL Z o F- 3.5 18 2.0 2.5 1.5 110 18 4.0 40/ 14 12" 6.0 4.0 23 47 20 27 2.1 4.5+ 15 12.0 16" 100/ 11 20.0 , 1.50" 5058 Brush Creek Rd. BORING NO.: 9 ALPHA #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: Project: Start Date: Drilling Method: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY - �Tan CLAY j —5 j j j _10 j/ j 15 j Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 20 2.0 15.0 20.0 , 100/ 4.50" 3.5 17 4.5+ 14 33 17 16 0.0 4.5+ 13 4.5+ 17 4.5+ 19 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.25 29 2.5 28 59 21 38 0.3 3.0 25 3.25 16 9.0 4.5+ 16 1 " 13 4 Is 16.0 .50 8 20.0 L 100/ ALPHA 5058 Brush Creek Rd. #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 11 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/22/2022 End Date: 11/22/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' 'W uai E_ J a o n ��"aL o� c° of c� Zn @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.5 27 4.5+ 16 61 22 39 2.3 4.0 4.5+ 13 4.5+ 16 4.5+ 14 10.0 13" 9 17.0 100/ 7 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ —5� j j j _10� j/ j Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 23 3.0 17 2.5 22 4.5+ 15 42 19 23 0.0 4.25 22 12.0 7 100/ 4.50" , 100/ 8 1.50" 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/22/2022 End Date: 11/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION Dark Brown CLAY j Tan CLAY with calcareous deposits 5 10 Gray LIMESTONE with shale seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 17 40 15 25 3.25 16 4.25 21 4.5+ 9 4.5+ 16 11.0 14" 0 10 10 20.0 L 1.50/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Light Gray and Tan CLAY 15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.5 24 4.0 13.0 1 0 17.0 20.0 , 4.5+ 16 4.5+ 19 4.5+ 16 4.5+ 13 4.5+ 18 51 21 30 0.0 100/ 10 3' ALPHA 5058 Brush Creek Rd. #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 15 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/21/2022 End Date: 11/21/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan CLAY with calcareous deposits 5 10 15 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 Hammer Drop (lbs / in): 170 / 24 a Q o U) oN �� o u, U� rn> 7� .°' >a> u�i E_ J a o n c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 24 3.75 18 58 18 40 4.5+ 14 4.5+ 12 2.75 23 4.5+ 15 15.0 18.0 100/ 10 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 16 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits j_10 j Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 2.0 29 1.75 1.3 95 23 2.0 23 4.5+ 17 0.0 4.5+ 12 49 18 31 0.8 13.0 100/ 10 16.0 .50 8 20.0 L 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/22/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY _5 Tan LIMESTONE with clay seams and layers _10_ 15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 17 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /22/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a o N� 3 n o c° Q E of c� @o 0 � Y - °� O a� C d N �••� 0" 7 U) U ?i X� o65 o 6 Z m J a cn Ha d- o 2.75 27 4.5+ 13 4.0 4.25 13 31 16 15 0.0 5.0 100/ 9„ 100/ 15 4.50" 100/ 7 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 18 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 10 15 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 3.25 20 51 18 33 2.0 15.0 16.0 20.0 , 100/ 3.0 19 4.5+ 15 4.5+ 16 4.5+ 18 4.5+ 15 9 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY j/ —5� j j Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 11 4.5+ 15 4.5+ 11 44 17 27 4.5+ 17 8.0 100/ 16 5.50" 11.0 100/ 4.50" / 9 100 20.0 L 1.5 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 20 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 10 Light Gray and Tan SHALY CLAY 15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.0 22 53 19 34 2.0 13.0 1 17.0 20.0 , 2.5 19 4.5+ 11 4.5+ 17 4.5+ 13 4.5+ 17 100/ 12 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 10 Light Gray and Tan SHALY CLAY 15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 3.5 21 4.0 13.0 1 18.0 20.0 , 3.75 19 4.25 13 4.25 17 62 22 40 0.4 4.25 19 4.0 23 60 21 39 0.4 100/ 7 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/21/2022 End Date: 11/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.75 30 69 22 47 2.75 18 4.25 13 4.5+ 12 7 4.5+ 13 12.0 100/ 10 1.50" 16.0 11.1 00/ 8 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a- D o 4.25 1.9 101 20 3.75 19 4.5+ 16 56 19 37 2.5 4.0 16 4.5+ 20 11.0 4" 10 1 15.0 L 4 100/ 6 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 4.5+ 14 51 19 32 1.75 15 4.5+ 12 3.25 20 4.5+ 20 13.0 100/ 13 15.0 , 4.50" 100/ 6 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 - with calcareous deposits at 6' Tan CLAY 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.25 28 2.5 25 4.0 22 73 23 50 0.7 4.0 12 8.0 4.25 18 12.0 13" 9 16.0 0 6 10 20.0 L 1.50/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/23/2022 End Date: 11/23/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits 5 j j 10 j Tan LIMESTONE with clay seams and layers —15— Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� In Zn @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 26 4.5+ 24 4.5+ 8 4.5+ 7 27 15 12 0.0 4.5+ 14 10.0 12" 13 16.0 11.1 00/ 8 20.0 L 5058 Brush Creek Rd. BORING NO.: 27 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o ?� Z L m o a MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 28 68 22 46 _ 2.0 Tan CLAY — 4.5+ 14 — 5 3.0 17 — 4.0 20 — 4.5+ 15 10 10.0 Tan LIMESTONE with clay seams and layers _ 12.0 Gray LIMESTONE , 100/ 10 — 15 — 0.50" L 100/ 8 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA 5058 Brush Creek Rd. #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 28 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY j/ —5� j j Tan LIMESTONE 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 1.5 24 2.75 18 3.0 19 40 16 24 0.0 2.5 20 8.0 4.0 21 79/ 10.50' 100/ 15 15.0 L 4" 100/ 6 20.0 , 5058 Brush Creek Rd. BORING NO.: 29 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z L m o a ?� MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 26 60 19 41 _ 2.0 Tan CLAY — 3.0 18 — 5 3.25 16 — 4.5+ 14 — 2.0 18 10 i 12.0 Tan LIMESTONE with clay seams and layers , 1" 10 — 15 — 3 _ 17.0 Gray LIMESTONE , 100/ 7 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 30 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/30/2022 End Date: 11/30/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown to Brown CLAY 5 Tan CLAY j_10 Tan LIMESTONE 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 2.5 24 2.0 1.7 98 25 3.0 17 4.0 18 42 17 25 0.0 3.75 17 11.0 100/ 10 16.0 100/ 9 20.0 IL 5058 Brush Creek Rd. BORING NO.: 31 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ � — a — o ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z o L m a ?� MATERIAL DESCRIPTION jDark Brown to Brown CLAY — 1.75 25 — 3.0 24 64 21 43 0.8 — 5 — 3.25 19 55 18 37 0.0 _ 6.0 Tan CLAY — 3.75 15 — 2.5 16 10 _ 12.0 Tan LIMESTONE , 1 9 — 15 — 2" _ 17.0 Gray LIMESTONE , 100/ 8 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits 5 j j _10 j j Gray LIMESTONE —15 _20 TEST BORING TERMINATED AT 20 FT 4.0 13.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 2.0 26 4.5+ 14 3.0 18 4.0 17 40 18 22 1.1 3.25 18 100/ 13 0.50" 100/ 8 20.0 , 5058 Brush Creek Rd. BORING NO.: 33 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z L m o a ?� MATERIAL DESCRIPTION jDark Brown CLAY — 2.5 24 65 21 44 _ 2.0 Tan CLAY — 3.5 20 — 5 2.5 19 — 4.5+ 14 — 4.5+ 19 10 _ 11.0 Tan LIMESTONE _ 13.0 Gray LIMESTONE , 100/ 10 — 15 1.50" , 100/ 5 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA #tNTESTING 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 34 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 2.75 2.0 95 28 4.5+ 17 4.0 3.75 18 37 18 19 0.0 3.5 16 8.0 5.1 15 5" 13.0 100/ 7 20.0 , 5058 Brush Creek Rd. BORING NO.: 35 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a � — — o ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z L m o a ?� MATERIAL DESCRIPTION jDark Brown CLAY — 1.5 34 — 1.5 30 — 5 — 4.25 22 77 24 53 1.9 _ 6.0 Tan CLAY — 4.5+ 14 8.0 Tan LIMESTONE with clay seams and layers , 100/ 13 — 10 3.50" , 100/ 11 — 15 — 2� _ 16.0 Gray LIMESTONE L 100/ 9 _20 20.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 36 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/18/2022 End Date: 11/18/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 170 / 24 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z L m o a ?� MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 22 62 19 43 — 4.5+ 17 _ 4.0 Tan CLAY with calcareous deposits — 5 4.5+ 13 6.0 Tan LIMESTONE with clay seams and layers 87/ 22 12" 100/ 10 1 _ 13.0 Gray LIMESTONE 100/ — 15 , 1„ 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/1/2022 End Date: 12/1/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 24 2.25 21 4.0 15 35 16 19 0.0 4.5+ 15 8.0 4.50" 12.0 100/ 11 3.50" 100/ 7 20.0 , 3 5058 Brush Creek Rd. BORING NO.: 38 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, 3 n 'off a) o a a, aN c v After_ Hours (ft): o—�° m U` a p �' 3 o of a� o 5 o o Z L m o Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 2.5 27 65 22 43 — 3.25 21 _ 4.0 Tan CLAY — 5 4.5+ 17 — 2.75 17 _ 8.0 Tan LIMESTONE with clay seams and layers , 100/ 17 — 10 2.50" _ 12.0 Gray LIMESTONE 100/ — 15 — 1.50" , 100/ , 6 _20 20.0 1.50" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/18/2022 End Date: 11/18/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 0.75 34 4.0 6.0 100/ 1.1 100/ 1" 12.0 100/ 20.0 L 11.1 00/ 2.25 19 4.5+ 14 54 17 37 1.2 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/30/2022 End Date: 11/30/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): 5 w 1After Drilling (ft): 17 CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE _10 Gray LIMESTONE _15 1 _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a- D o 2.5 29 63 21 42 2.25 0.7 107 20 4.5+ 14 4.5 22 8.0 100/ 1.50" 11.0 100/ 1.50" L 10 0 16 1.50/ 20.0 ALPHA 5058 Brush Creek Rd. #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 41 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ —5� j j j 10 j Tan LIMESTONE Gray LIMESTONE —15— _20 TEST BORING TERMINATED AT 20 FT 2.0 12.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.5 29 4.25 16 3.0 19 47 17 30 0.0 3.25 17 4.0 25 100/ 6 1.50" .50 8 20.0 L 100/ 5058 Brush Creek Rd. BORING NO.: 42 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): NONE o T �- ° Y U� 7 0t 'r-� �� � _ a o � — — ZAfter Drilling (ft): DRY a:C, 3 n 'off a) o a a, aN c v After_ Hours (ft): o—�° m U` a p �' 3 o of Ha a� a o 5 o o ?� Z L m o a MATERIAL DESCRIPTION jDark Brown CLAY — 2.25 28 58 21 37 _ 2.0 Tan CLAY with calcareous deposits — 2.75 17 — 5 2.5 15 — 3.0 19 _ 8.0 Tan LIMESTONE �� 1" , 15 — 10 3 _ 11.0 Gray LIMESTONE 1" L 7 — 15 2 10 L 7 _20 1.50/ 20.0 0 TEST BORING TERMINATED AT 20 FT ALPHA 5058 Brush Creek Rd. #tNTESTING Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 43 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 j Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 13.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.0 32 2.5 27 2.5 24 46 18 28 0.0 2.0 16 12" 9 13" 100/ 7 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/1/2022 End Date: 12/1/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 4.0 6.0 12.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 24 78 25 53 1.0 0.7 87 35 4.5+ 16 100/ 6" 100/ 6 4.50" 14" 100/ 11 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /2/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U U) v 3 cn X a° cn `° v m � a cn F-a d- Z o 3.0 3.8 97 28 71 24 47 2.0 100/ 7.50" 12" 12" 16" 100/ 7 20.0 , 0.75" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/18/2022 End Date: 11/18/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 Gray SHALE _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.5 27 61 20 41 ■ 3.0 2.0 26 100/ 3.50" 100/ 1" 13.0 100/ 16 15.0 , 1.50" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): 4 w 1After Drilling (ft): 11 CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 1 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 47 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/2/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X o° cn `° v m a cn F-a a Z o 2.5 30 69 23 46 2.0 100/ 13 9.50" 100/ 5" 100/ 23 100/ 14.0 100/ 3.5050" .50 25 20.0 L 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 48 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/1/2022 End Date: 12/1/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown and Tan CLAY with calcareous deposits 5 / Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� In N @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.25 32 3.75 15 5.0 3.5 15 28 14 14 0.5 100/ 3.50" 66 12" 100/ 11 16.0 12" 7 20.0 L 2 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 49 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/1/2022 End Date: 12/1/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j j: j: _5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� In N @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.5 31 2.25 28 2.25 27 42 20 22 0.0 6.0 2.5 25 8.0 100/ 10 1.50" 11.0 11.1 00/ 7 20.0 L 5058 Brush Creek Rd. BORING NO.: 50 ALPHA Fort Worth, Texas 76119 Sheet 1 1 #tNTESTING Phone: 817-496-5600 of Fax: 817-496-5608 PROJECT NO.: W222864 W H E R E IT ALL BEG I N S www.alphatesting.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): NONE o T �- ° Y U� 7 0t 'r-� �� � _ a � — — o ZAfter Drilling (ft): DRY a:C, n 'off 3 a) o a a, aN c v After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o Z L m o a ?� MATERIAL DESCRIPTION jDark Brown CLAY — 2.25 1.4 87 33 — 2.5 29 4.0 _ Tan CLAY — 5 � 3.25 21 41 17 24 0.5 _ / 6.0 Tan LIMESTONE with clay seams and layers 87/ 12 10.50' 100/ 6 10 10.0 2 Gray LIMESTONE 12 — 15 — , " , 100/ 1.1 7 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/1/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 51 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/1 /2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a o u, rn> N� 3 E_ E a o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 1.5 36 72 23 49 1.75 34 4.0 100/ 10.50.50' 13.0 100/ 7 4.50" 100/ 1.50" 100/ 6 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/1/2022 End Date: 12/1/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY _5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 1.5 32 5.0 14.5+ 21 71 24 47 4.4 4.5 23 18" 7 13.0 100/ 6 5" 13" 100/ 13 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits — Tan LIMESTONE with clay seams and layers _10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 54 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /2/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 Q o U)C�:F a o u, rn> N� 3 E_ E a o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 U) U ?i X� a� o65 o 6 0" m J a cn Ha Z o d- 2.75 33 2.0 4.5+ 12 43 18 25 4.0 12" 125 12 5.25" 100/ 0.50" 100/ 7 20.0 , 0.75" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/6/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 55 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/6/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a d- Z o 2.5 24 54 18 36 2.0 16" 16" 12 100/ 2.50" 100/ 1.50" 11.1 00/ 10 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 56 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/2/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a o -6 9 E— ° t X Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� Q E "aL cn > C J Y n o� c° of c� @o �a ° .5 °� o c dR U rn v 3 of ci IL d- C IL Z o F- 2.5 32 2.0 15" 100/ 12 5" 10 12" 100/ 16 9.50" 16.0 14" 8 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 57 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/2/2022 End Date: 12/2/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): 6 w 1After Drilling (ft): 4 CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 (nn U ?i X oro o 6 Z m J a cn Ha a- D o 2.25 31 2.25 29 69 23 46 4.0 13" 11 100/ 26 100/ 12" 17.0 100/ 0.75 21 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 58 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/2/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 2.75 34 2.0 45 89/ 6 5.50" 13.0 100/ 6 3.50" 100/ 2.50" 100/ 7 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 59 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/2/2022 End Date: 12/2/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION WX Dark Brown CLAY j j _5 j Tan LIMESTONE with clay seams and layers 10— _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a ° O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.0 31 3.25 29 ■ 3.0 23 36 18 18 0.5 6.0 100/ 2.50" 100/ 1.50" 12" 8 16.0 ll 13 100/ 20.0 L 1 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 60 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a o u, rn> N� 3 E_ E a o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 2.0 31 4.5 20 4.0 100/ 2.50" 100/ 4.50" 100/ 8 15.0 , 100/ 10 20.0 , 4" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 63 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/18/2022 End Date: 11/18/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.5 24 ■ 3.0 3.5 17 42 16 26 100/ 8.50" 100/ 23 1.5 100/ 3.50" 100/ 20.0 IL ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 64 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 2.5 2.1 91 30 68 23 45 2.0 91( 100/ 9.1 100/ 7.50" 100/ 5" 100/ 11 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 65 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 2.25 28 2.0 100/ 6.50" 100/ 5.50" 1" 4 100/ 5.50" 100/ 10 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 66 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/5/2022 End Date: 12/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 2.5 25 57 18 39 2.5 26 3.0 13" 100/ 4.50" 100/ 3.50" 6 17.0 100/ 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 67 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a o u, rn> E_ E a N� 3 o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X o o65 o 6 0" m J a cn Ha a Z o 2.5 27 2.25 13 4.0 13" 100/ 11 5" 100/ 12 3.50" 17.0 100/ 12 20.0 , 5 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): 8 w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 68 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 2.25 28 68 24 44 2.0 109 10" 100/ 5 3.50" 1" 4 100/ 11 5" 1400/ 26 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY _5 Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 69 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a o N� 3 n c° Q E of c� @o 0 � Y - o °� O a� C d N �••� 0" 7 (nn U ?i X� o65 o 6 Z m J a cn Ha a o 1.5 1.1 84 35 1.5 32 71 23 48 0.0 1.5 33 5.0 13" 100/ 10 7.50" 14.0 100/ 3.5050" 14" 15 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 72 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/2/2022 End Date: 11/2/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY _5� j j Tan LIMESTONE with clay seams and layers 10 _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 3.0 2.3 101 26 2.5 16 3.5 16 45 19 26 0.0 7.0 3.5 16 IL 1.1 100/ 100/ 0.75" 100/ 11 20.0 , 0.75" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/18/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 73 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /18/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 Q o U)C�:F a o u, rn> E_ E a N� 3 o - n o c° Q E of O c� @o 0 C d �••� � Y 7 U) U ?i °� X� a� N o65 o 6 0" m J a cn Ha Z o d- 2.25 2.0 98 23 3.5 20 60 18 42 0.5 4.0 101, 12/ 13" 100/ 14 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 74 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 2.25 31 2.0 74 10 5" 6 100/ .50 1150' 17" 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 75 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/5/2022 End Date: 12/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 2.5 34 65 22 43 3.0 28 4550" 9 16" 100/ 3.50" 1400/ 12 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/5/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 76 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/5/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a o u, rn> N� 3 E_ E a o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 2.25 2.0 93 27 4.25 26 73 25 48 0.9 4.0 100/ 8.50" 10 10" 100/ 9 20.0 , 6.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/6/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 77 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/6/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a d- Z o 1.75 30 61 21 40 2.0 100/ 4.50" 100/ 9 4.50" 1" 4 100/ 6.50" 100/ 10 20.0 , 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 78 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/19/2022 End Date: 11/19/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F o u, rn> .°' oN �� U� r� >a> uci E_ J a �� "aL > C J Y n o� c° of c� @o �a ° a °� o c dR U rn v 3 cn X o� ° 65 ° v m � a cn F-a a Z o 1.0 100/ 6.50" 100/ 4.50" 12" 14" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/18/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 Gray LIMESTONE with shale seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 79 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /18/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 4.25 18 62 21 41 2.0 100/ 4.50" 100/ 5" 13.0 100/ 3.50" 100/ 5.50" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 80 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): Q o U)C�:F EE' — o u, rn> axi N� 3 E_ E a o n o c° Q E- of O c� @o 0 C d �••� '5 - 7 fn U ?i ° X o� N o65 o 6 0" m J a cn Ha a Z o 3.0 22 4.5+ 9 40 16 24 0.0 4.0 100/ 5.50" 100/ 66 1" 100/ 0.50" 18.0 100/ 20.0 66 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/2/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 81 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /2/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o u, rn> E_ E a o N� 3 n c° Q E of c� @o 0 � Y - o °� O a� C d N �••� 0" 7 U) U ?i X� o65 o 6 Z m J a cn Ha d- o 2.75 28 66 23 43 2.0 4.5+ 14 4.0 100/ 8.5050" 100/ 2.25" 175 10 0.75" 18.0 100/ 4 20.0 66 0.75" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 82 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/18/2022 End Date: 11/18/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F o N a) o u, U� rn> 7� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.25 26 30/ 12" 13" 100/ 20.0 , 3.50" 3.25 17 4.0 15 4.0 18 59 19 40 0.0 4.5+ 14 11 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 83 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/18/2022 End Date: 11/18/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.75 24 69 22 47 2.0 6.0 37/ 12" 8.0 13.0 100/ 3.50" 100/ 20.0 , 3.50" 4.25 12 4.5+ 13 4.5+ 10 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/18/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 84 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /18/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a o u, rn> E_ E a N� 3 o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 3.0 1.0 88 27 4.5+ 20 68 23 45 4.0 47/ 12 12 100/ 13 6.50" 13" 100/ 20.0 , 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/18/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 jTan CLAY Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 85 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /18/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° cn `° v m a cn F-a a Z o 3.25 26 2.0 12" 100/ 6.50" 66 16" 10 11.0 13.0 100/ 4.50" 100/ 20.0 , 4" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY — Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 86 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 Q o U)C�:F EE' — o u, rn> axi E_ E a N� 3 o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 U) U ?i X� a� o65 o 6 0" m J a cn Ha a Z o 1.75 34 2.0 4.5+ 11 40 17 23 4.0 74/ 12" 100/ 66 1" 100/ 16.0 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 87 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/2/2022 End Date: 11/2/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY — Tan LIMESTONE with clay seams and layers 5 _10_ _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 27 78 27 51 2.0 4.5+ 9 3.0 100/ 7.25" 100/ 66 1.1 100/ 12 20.0 , 0.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION JN Dark Brown CLAYEY GRAVEL — %� Brown GRAVELLY CLAY Tan LIMESTONE with clay seams and layers 5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 88 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): Q o U)C�:F EE' — o u, rn> E_ E axi a N� 3 o n o c° ° Q E- of O c� @o 0 C d N �••� '5 - 7 fn U ?i X� a� o65 o 6 0" m J a cn Ha a Z o 13 2.0 4.5+ 10 61 23 38 3.0 10 10" 100/ 66 11" 100/ 66 1" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 89 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/11/2022 End Date: 12/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a- D o 2.0 1.6 91 27 3.0 29 73 24 49 0.4 3.25 18 6.0 100/ 8' 100/ 4.50" 100/ 13 3.50" 100/ 8 20.0 66 3' ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 90 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/11/2022 End Date: 12/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.25 30 1.25 32 2.25 27 6.0 4.25 15 40 13 27 0.3 8.0 100/ 7.50" 13" 35 , 100/ 8 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 91 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/20/2022 End Date: 11/20/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Light Brown CLAY with calcareous deposits 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 8.0 10.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� In Zn @o > �a c ° J Y - a o� °� O o c d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.5 26 100/ 4.50" 100/ 20.0 , 3.50" 4.5+ 21 65 25 40 3.5 18 52 18 34 2.1 4.5+ 11 3.0 24 49 22 27 0.4 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/20/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 92 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /20/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a o -6 9 E— ° t X Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� Q E "aL cn > C J Y n o� c° of c� @o �a ° .5 °� o c dR U rn v 3 of ci IL d- C IL Z o F- 3.5 22 2.0 12" 10 10" 100/ 4.50" 100/ 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/19/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 93 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /19/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 EE' — axi Q o U)C�:F o u, rn> E_ E a N� 3 Q E Y n o c° of c� @o 0 � °� o c dR U rn v 3 cn X a° c5 `° v m a cn F-a a Z o 3.5 17 2.0 10 50' 7 " 45/ 12 12 100/ 15 6.50" 14" 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/19/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 94 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /19/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F EE' — o u, rn> axi E_ E a N� 3 o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 (nn U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 4.5+ 1.9 102 18 3.0 100/ 5.5050" 100/ 5 5.50" 100/ 5" 100/ 20.0 , 3' ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits _5 Tan LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 95 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 EE' — axi Q o U)C�:F o u, rn> E_ E a o N� 3 n o c° Q E of c� @o 0 � Y - °� O a� C d N �••� 0" 7 U) U ?i X� o65 o 6 Z m J a cn Ha a o 2.5 29 70 23 47 4.25 22 4.0 4.5+ 10 5.0 17" 100/ 9.50" 100/ 66 1.1 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 96 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/9/2022 End Date: 11/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Light Brown and Tan CLAY with calcareous deposits 5 j j j _10 j j Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 4.0 12.0 100/ 20.0 IL 3.75 27 4.25 12.7 105 21 4.5+ 10 4.5+ 13 33 16 17 0.4 4.5+ 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 97 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 Q o U)C�:F EE' — o u, rn> axi E_ E a N� 3 o - n o c° °� Q E of O c� @o 0 C d N �••� � Y 7 U) U ?i X� a� o65 o 6 0" m J a cn Ha Z o a 3.5 27 62 25 37 4.5+ 20 4.0 74/ 12" 107( 13 100/ 66 1.1 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 98 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/11/2022 End Date: 12/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY _ 4.0 Light Brown and Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT 8.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a- D o 20.0 , 1.5 1.0 3.0 4.25 1" 4 100/ 6' 100/ 26 30 65 20 45 22 17 12 25 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 99 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/11/2022 End Date: 12/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� In Zn @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 2.25 1.3 89 30 1.5 33 1.5 32 4.25 19 39 18 21 0.7 2.25 25 10.0 100/ 4.50" , 100/ 13 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/11/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 100 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/11 /2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL cn c� @o > �a C ° J .5 Y - o� °� O o C d N 0" �••� 7 (nn U ?i X ci o6of o 6 Z m J a cn Ha d- o 2.25 29 75 24 51 2.0 30 4.0 100/ 8.5050" 14" 13" 100/ 12 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 101 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/20/2022 End Date: 11/20/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 6.0 10.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL c° of c� In Zn @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 25 100/ 3.50" 100/ 20.0 , 1.50" 4.0 18 3.5 15 4.5+ 14 36 17 19 0.1 4.5+ 11 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 102 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/19/2022 End Date: 11/19/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j j: j: _5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT 6.0 12.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.5 25 100/ 3.50" 100/ 20.0 L 3 2.5 18 3.25 15 30 13 17 0.5 4.5+ 9 4.5+ 13 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 11/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 103 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 11 /9/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL cn c� @o > �a C J ° .5 Y - °� O o C d N 0" �••� 7 (nn U ?i X ci o6of o 6 Z m J a cn Ha d- o 2.5 33 4.5+ 24 4.0 78/ 12 12 100/ 3.50" 100/ 66 1.1 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 104 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/12/2022 End Date: 12/12/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 6.0 12.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.0 30 3.0 26 4.25 23 3.5 19 56 18 38 0.0 4.5+ 12 100/ 11 2.50" 11.1 00/ � 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 105 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/11/2022 End Date: 12/11/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown and Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.75 24 67 21 46 2.25 29 4.5 23 4.5+ 12 8.0 100/ 5" 13" , 100/ 12 1.50" 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 106 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/20/2022 End Date: 11/20/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j: j: j: —5�. Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 6.0 8.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 17" 100/ 20.0 , 0.50" 2.25 31 2.0 1.8 92 30 4.0 16 33 16 17 0.3 4.5+ 13 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 107 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/19/2022 End Date: 11/19/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT 4.0 8.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 100/ 5.50" 13" 100/ 20.0 , 3.5 24 4.25 16 4.5+ 14 34 18 16 0.1 4.5+ 11 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 108 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/12/2022 End Date: 12/12/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with calcareous deposits 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 6.0 10.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 1.0 25 1.0 29 62 21 41 0.4 3.75 19 4.5 14 3.5 20 12" 10 100/ 8 20.0 IL ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 109 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with calcareous deposits 5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 6.0 8.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a- D o 2.25 24 2.5 1.8 97 24 4.0 19 3.75 14 52 17 35 0.3 100/ 12 8.50" 100/ 2.50" 1400/ 8 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 110 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Light Brown and Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.0 24 54 19 35 2.0 24 4.25 22 4.5 19 2.0 22 11.0 100/ 1.50" 12" 10 20.0 L 2 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: ill Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/20/2022 End Date: 11/20/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� � _ a — o ZAfter Drilling (ft): DRY n a:C, 'off 3 a) o a, aN a v .5 After_ Hours (ft): o—�° U` a 2 p `m 0 m 3 U) o a� o o o Z o m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY - 2.25 28 - 2.75 24 - 5 - 3.5 18 _ 6.0 Tan CLAY with calcareous deposits 4.5+ 14 39 18 21 0.4 8.0 Tan LIMESTONE with clay seams and layers 100/ - 10 , 2.50" 100/ - 15 - , 1.50" 100/ _20 20.0 , 1.1 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 112 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/19/2022 End Date: 11/19/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Light Brown and Tan CLAY 10 Tan LIMESTONE with clay seams and layers 15 _20 TEST BORING TERMINATED AT 20 FT 6.0 11.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F o N a� a) o u, U rn> E .°' u>a> E_ J c o n �� o� c° of "aL c� In @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.75 29 13" 20.0 L 11.1 00/ 3.0 29 78 25 53 0.0 4.5+ 14 3.5 14 4.5+ 9 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 113 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/12/2022 End Date: 12/12/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 1.0 26 2.0 27 4.0 4.5+ 21 68 23 45 7.0 4.5+ 13 100/ 1" Is 100/ 9 0.50" 17.0 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 114 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a- D o 1.75 1.1 90 29 2.25 28 73 24 49 0.7 3.5 14 4.5 14 8.0 100/ 1.50" 100/ , 100/ 8 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 115 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown and Tan CLAY with calcareous deposits 5 10 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.5 26 2.5 27 3.0 26 3.5 19 51 18 33 0.0 4.5+ 15 11.0 100/ 20.0 L 100/ 11 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 116 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/19/2022 End Date: 11/19/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Light Brown and Tan CLAY Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.5 23 1.5 28 4.5+ 18 51 20 31 2.5 4.5+ 15 9.0 2.25 18 79/ 11.50' 100/ 2" 1400/ 20.0 hk ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/12/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits _5 Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 117 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/12/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL cn c� @o > �a C ° J .5 Y - °� O o C d N 0" �••� 7 (nn U ?i X ci o6of o 6 Z m J a cn Ha d- o 2.0 30 61 21 40 2.75 27 4.0 4.0 13 5.0 100/ 10 4.50" 100/ 1.50" 17.0 100/ 7 20.0 , 0.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 12/9/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY _5 Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 118 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 12/9/2022 West: GER North: Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL cn c� @o > �a C ° J .5 Y - °� O o C d N 0" �••� 7 (nn U ?i X ci o6of o 6 Z m J a cn Ha d- o 2.0 27 2.0 27 4.0 2.75 22 56 18 38 5.0 15" 13" 13" 12 17.0 0 8 10 20.0 L 1.50/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 119 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): 16 w 1After Drilling (ft): 16 CL 0 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j 0 Tan CLAY with calcareous deposits _5� Tan LIMESTONE with clay seams and layers _10 _15 1 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN o u, rn> ) .°' >a> uai E_ J a o n ��"aL o� c° of c� In N @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.0 28 1.25 25 48 20 28 0.0 4.0 2.25 25 6.0 100/ 4.50" 100/ 13 1.50" 100/ 9 2.50" 100/ 25 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 120 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/19/2022 End Date: 11/19/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a- D o 1.75 1.3 95 25 1.75 25 62 19 43 4.5+ 18 7.0 4.5+ 14 1" 4 100/ 4.50" 100/ 2" 100/ 20.0 hk ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 121 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/12/2022 End Date: 12/12/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments at 4' 5 Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.75 28 3.0 27 72 23 49 5.0 100/ 2.50" 1" 4 100/ 10 4.50" 19.0 6100/ 9 20.0 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 122 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U) oN �� o u, U� rn> 7� .°' >a> u�i E_ J a o n o� c° of "aL c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn F- a o 1.75 27 2.5 29 75 23 52 4.5 27 ' 6.0 12" 100/ 3.50" 100/ $ 4.50" 17.0 0 8 10 20.0 L 1.50/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 123 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 12/9/2022 End Date: 12/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� c° of "aL c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a- D o 1.5 1.6 94 26 1.5 30 2.25 28 6.0 4.5+ 16 46 19 27 0.4 8.0 100/ 1" 100/ 0.50" 17.0 L 1.1 100/ 10 20.0 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 124 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 11/20/2022 End Date: 11/20/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): DRY w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Light Brown and Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 140 / 30 a Q o U)C�:F oN �� o u, U� rn> r� .°' >a> u�i E_ J a o n �� o� c° of "aL c� @o > �a C ° J Y - a °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 1.75 22 3.0 25 65 21 44 0.0 3.75 23 4.5+ 12 9.0 4.5+ 12 12" 100/ 2.50" 100/ 20.0 hk 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 125 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 11/19/2022 End Date: 11/19/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E 0) w � ZOn Rods (ft): DRY o T �- ° Y U� 7 0t 'r-� � _ a — o ZAfter Drilling (ft): DRY n a:C, 'off 3 a) o a, aN a v .5 After_ Hours (ft): o—�° U` a 2 p `m 0 m 3 U) o a� o o o Z o m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY - 2.5 23 - 1.75 25 - 5 - 3.75 21 _ 6.0 Tan CLAY with calcareous deposits - 3.0 21 57 17 40 0.0 8.0 Tan LIMESTONE with clay seams and layers , 100/ 11 - 10 8 100/ - 15 - 66 5.50" 100/ _20 20.0 , 2.50" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 126 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 2.0 2.1 85 31 73 24 49 2.0 100/ 15 0.50" 100/ 9 2.50" 12.0 100/ 5.50" 100/ 66 1" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 127 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 Gray LIMESTONE 10 _15 _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): Q o U)� EE' — °' o u, rn> t .°' � axi U� r� "aL >a> > u�i C E_ J J a o - n o� co pZ of O c5) @o C dN �a U 7 (nn Y U ?i X o� o6 o 6 0" m J a cn Ha a Z o . 3.5 29 66 23 43 1.0 100/ 66 1" 7.0 100/ 3.50" 100/ 66 1" 100/ 66 1.1 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 128 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 Gray LIMESTONE _10 _15 _20_ TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): Q o U)� EE' — °' o u, rn> t .°' � E_ axi a U� r� "aL >a> > u�i C J J o - n o� co pZ of O c5) @o C dN �a U 7 (nn Y U ?i X o� o6 o 6 0" m J a cn Ha a Z o . 4.5 30 1.0 51 0.0 $ BE 100/ 0.50" 100/ 0.50" 100/ 66 1" 500/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 Gray LIMESTONE _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 129 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 2.5 31 65 23 42 2.0 100/ 15 0.50" 100/ 1.50" 66 12" 11.0 100/ 1.50" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 130 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 Gray LIMESTONE 10 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 3.0 30 73 24 49 3.0 31 100/ 3.50" 9.0 L 12" 100/ 66 1.1 100/ 20.0 L 1. 0/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 131 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 Gray LIMESTONE 10 _15 _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 3.75 25 1.0 100/ 4.50" 100/ 3.50" 9.0 1" 4 12" 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE _5_ 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 132 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 IL d- Z o F- 3.5 28 2.0 100/ 1.50" 100/ 0.50" 12.0 100/ 66 1" 100/ 66 1" 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ Gray LIMESTONE 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 133 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 2.5 2.1 88 32 72 24 48 2.0 100/ 9 5.50" 100/ 5.50" 9.0 100/ 2.5050" 13" 100/ 20.0 L 1. 0/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 134 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown to Tan CLAY — Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 11.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 3.25 26 3.0 19 48 16 32 100/ 14 5.50" 100/ 3" L 12" 100/ 20.0 L 1. 0/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 135 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ —5� j j Tan LIMESTONE 10 Gray LIMESTONE —15— _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 3.25 26 2.0 7.0 100/ 10.0 , 2 100/ 5" 100/ 20.0 , 5.50" 3.75 18 42 18 24 0.0 2.75 24 3.25 22 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 136 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 / Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 3.5 25 2.0 3.5 18 35 17 18 5.0 4.5+ 16 10016 5.50" 100/ 3" 11.0 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 137 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/27/2023 End Date: 3/27/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 / Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 3.5 28 2.0 4.0 17 43 18 25 0.0 5.0 4.5+ 15 100/ 4.50" 11.0 100/ 4" 100/ 0.50" 100/ 20.0 L 1. 0/ ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 138 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/28/2023 End Date: 3/28/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 4.25 26 _ 2.0 Tan CLAY — 3.75 23 —5 4.0 17 51 18 33 0.1 — 3.5 17 _ 8.0 Tan LIMESTONE with clay seams and layers , 100/ 15 — 10 4.50" 100/ — 15 — , 100/ _20 20.0 , 1.1 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY _5 , Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 139 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.75 3.9 98 25 60 21 39 2.0 1 4.5+ 20 3.5 23 5.0 13" 66 100/ 3.50" 14.0 100/ 1.50" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 140 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/28/2023 End Date: 3/28/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z L o m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 3.5 30 — 3.25 30 73 24 49 0.0 _ 4.0 Tan CLAY with calcareous deposits — 5 3.0 19 — 3.0 22 _ 8.0 Tan LIMESTONE with clay seams and layers 10 — 10 , 4" _ 13.0 Gray LIMESTONE 100/ — 15 , 2.50" 100/ _20 20.0 , 2.50" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/28/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 141 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/28/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.5 1.5 91 27 72 23 49 2.0 3.0 16 4.0 100/ 5" 13.0 100/ 6.50" 12" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 142 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/28/2023 End Date: 3/28/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS o �•� E _ 0) � NONE > L U� �'.m E E a o �On Rods (ft): H a:� 0 3 Y a� as �I E — ZAfter Drilling (ft): DRY n 'off o—�° a o a, aN p a v .5 3 o After_ Hours (ft): m U a� o 5 o o �' L m U'of Xa a ?�" Z o a MATERIAL DESCRIPTION jDark Brown CLAY 3.25 28 64 21 43 3.75 27 _ 4.0 Tan CLAY - 5 3.0 26 6.0 Tan LIMESTONE with clay seams and layers 100/ 14 4.50" 100/ 10 5.50" _ 13.0 Gray LIMESTONE - , 100/ 15 1.50" 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 143 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with limestone fragments — Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 2.0 28 1.0 34 1.0 35 78 25 53 0.0 6.0 4.5+ 14 7.0 100/ 5" 100/ 3" 100/ 1.50" 17.0 1 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 144 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/30/2023 End Date: 3/30/2023 West: Drilling Method: North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY 0CL After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 j Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 13.0 Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> ) .°' >a> uai _ EIn J a o n c° of "aL N c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 X o05 o 6 Z m J a cn Ha a o 100/ 1.50" 100/ 66 1.1 100/ 20.0 , 1.50" 4.5+ 2.4 96 22 4.0 24 3.5 22 42 18 24 0.0 2.5 20 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 145 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/26/2023 End Date: 3/26/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a 0 p �' 3 o of a� o o o Z L o m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 28 — 4.0 20 55 19 36 0.1 _ 4.0 Tan CLAY — 5 4.5+ 16 — 4.0 22 _ 8.0 Tan LIMESTONE with clay seams and layers 100/ 10 66 10.50.50' 100/ — 15 — , 6.50" _ 16.0 Gray LIMESTONE 100/ 100/ _20 20.0 L TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE with shale saems and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 146 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 4.5 2.4 102 18 49 19 30 2.0 4.25 14 4.0 100/ 4.50" 13.0 100/ 3.50" 100/ 5" 100/ 20.0 , 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 147 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 j Tan LIMESTONE with clay seams and layers 10 _15 Gray LIMESTONE _20_ TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 1.75 34 4.0 8.0 100/ 6.50" 18.0 100/ 20.0 IL 1.50" 1.5 29 3.0 17 28 15 13 0.0 4.5 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 148 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan WEATHERED LIMESTONE with clay seams 5 and layers 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.5 36 4.0 11.0 16.0 20.0 , 2.0 28 72 23 49 100/ 11 6" 100/ 7.50" 100/ 5" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 149 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/29/2023 End Date: 3/29/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of Ha a� a o 5 o o ?� Z o L m a MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 32 _ 2.0 Brown CLAY — 2.75 27 — 5 3.0 26 6.0 _ Tan CLAY — � 4.0 19 46 19 27 0.0 8.0 Tan LIMESTONE with clay seams and layers 1" — 10 , �� 7 100/ — 15 — , 1.50" _ 16.0 Gray LIMESTONE 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 150 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/30/2023 End Date: 3/30/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 27 60 21 39 _ 2.0 Brown CLAY — 4.5 22 61 23 38 _ 4.0 Tan CLAY with calcareous deposits — 5 3.75 17 — 4.5+ 15 _ 8.0 Tan LIMESTONE 100/ — 10 , 2.50" 14.0 _ Gray LIMESTONE 100/ — 15 — L 1 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 151 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY j — j Tan CLAY with limestone seams —5 j/ j 10 j Gray LIMESTONE with shale seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 2.0 1.1 95 25 2.0 1.5 20 37 16 21 4.0 12" 18 12.0 ik 1218 " 16" 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 152 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 X o6 o 6 Z m J a cn Ha a o 12" 100/ 1.50" 16.0 20.0 L 100/ 100/ 3.25 30 65 22 43 2.5 1.6 93 27 3.5 16 3.0 17 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 153 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.0 31 4.0 7.0 100/ 2.50" 100/ 1.50" 18.0 100/ 20.0 IL 2.5 32 4.0 15 38 16 22 1.2 3.0 26 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 154 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/29/2023 End Date: 3/29/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z L o m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 2.25 1.1 84 34 68 22 46 — 2.25 34 _ 4.0 Tan CLAY — 5 3.25 17 6.0 Tan WEATHERED LIMESTONE with clay seams 100/ 15 and layers 5.50" 100/ 16 10 6.50" _ 13.0 Gray LIMESTONE 100/ — 15 , 2.50" 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 155 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY 5 / Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 3.0 9 2.0 5.0 13.25 18 34 17 17 2.5 21 100/ 11 5" 12.0 100/ 10 1" 17" 100/ 20.0 L 3 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 156 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/29/2023 End Date: 3/29/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 X o6 o 6 Z m J a cn Ha a o . 4.5+ 19 1.0 100/ 0.50" 100/ 0.50" 100/ 4.50" 13" 17.0 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 157 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 6.0 13.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� cpo of "aL c@o > �a Z O o� C d5) N 0" U 7 X o6 o 6 Z m J a cn Ha a o 3.5 22 61 20 41 3.0 2.0 109 18 3.5 16 100/ 12 6' 100/ 2.50" 100/ 66 1.1 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 158 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous nodules — Light Brown and Tan CLAY j/ _5� j Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 4.0 22 2.0 6.0 15.0 20.0 , 4.0 16 44 17 27 0.0 3.25 19 100/ 15 8' 100/ 2" 100/ 1.50" im ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 159 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/28/2023 End Date: 3/28/2023 West: Drilling Method: North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY 0CL After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with calcareous deposits � Tan CLAY — 5 j j Tan LIMESTONE 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 8.0 Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> ) .°' >a> uai E_ J a o n c° of "aL N c� @o > �a c ° J Y - a o� °� o o c d N 0" �••� 7 X o05 o 6 Z m J a cn Ha a o 100/ 0.50" 100/ 15.0 k 100/ 20.0 IL 2.5 32 2.5 34 2.5 17 31 16 15 0.0 3.0 26 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 160 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/28/2023 End Date: 3/28/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 2.0 32 60 22 38 — 3.0 26 _ 4.0 Light Brown cLAY — 5 2.5 29 6.0 Tan LIMESTONE 100/ 2.50" 100/ 10 1.50" 100/ 15 15.0 1 Gray LIMESTONE 100/ _20 20.0 , 3" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 161 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/28/2023 End Date: 3/28/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 3.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 2.25 1.4 87 33 2.75 29 100/ 13 8.50" 100/ 3.50" 100/ 1.50" 16.0 100/ 20.0 L 1.5 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 162 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jTan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (Ibs / in): Q o U)� EE' — °' o u, rn> t .°' � axi N� 3 U� r� "aL N >a> > u�i C E_ J J a o - n o� c° ° Q E of O c� @o C d N �a ° �••� .5 7 Y X o o6 o 6 0" m J a cn Ha Z o a . 4.5 23 1.0 12" 100/ 2.50" 100/ 1.50" 14.0 100/ 7.5050" 14" 20.0 L ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/27/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 163 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/27/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 IL d- Z o F- 4.0 24 2.0 100/ 2.50" 100/ 1.50" 16" 100/ 3.50" 17.0 20.0 L 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/28/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 164 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/28/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� 3 c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 4.5+ 18 2.0 4.5+ 16 53 19 34 4.0 1" 4 100/ 66 1" 100/ 15.0 , 2.50" 100/ 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 / Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 165 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.0 26 2.0 3.5 17 40 18 22 0.0 3.0 24 5.0 100/ 1.50" 100/ 2.50" 14.0 L 12" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Tan LIMESTONE with clay seams and layers _10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 166 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 1.5 30 61 23 38 2.0 1.0 37 0.75 37 6.0 100/ 0.50" 100/ hL 1.50" 100/ 4" 15.0 hL 100/ 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 167 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 1.5 1.6 85 34 2.0 3.5 21 63 21 42 0.1 4.0 100/ 5.50" 13.0 12" 13" 100/ 20.0 , 3' ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 168 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o . 4.5+ 10 1.0 12" 100/ 416 " 100/ 1" 14.0 L 16" 100/ 20.0 L 50 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 169 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 4.5 21 61 21 40 2.0 100/ 4.50" 12" 12" 100/ 15.0 , 6" 100/ 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 170 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/29/2023 End Date: 3/29/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 3.0 North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 100/ 0.50" 100/ 2.50" 100/ 15.0 , 6' 1400/ 20.0 , 3.75 2.7 94 26 4.5 23 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 171 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.5 24 64 21 43 2.5 32 4.0 100/ 3.50" 13.0 100/ 7" 100/ 2.50" 100/ 20.0 , 5.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown and Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 172 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C J ° .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.75 24 1.5 36 4.0 100/ 1" 13.0 100/ 3.50" 100/ 5" 100/ 20.0 , 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown to Tan CLAY Tan CLAY _5 Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 173 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.0 33 2.0 2.5 25 4.0 3.75 17 37 17 20 0.0 5.0 100/ 2.50" 1" 4 14.0 100/ 2.5050" 20.0 L 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 174 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 3.0 29 68 22 46 2.0 90/ 10.50' 100/ 2.50" 18" 100/ 15.0 , 2.50" 100/ 20.0 , 3' ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 175 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 X o6 o 6 Z m J a cn Ha a o 6.0 10.0 100/ 3.50" 16.0 20.0 L 11.1 00/ 3.0 34 1.0 1.1 90 29 3.5 26 67 23 44 0.7 4.5+ 13 63 20 43 4.5+ 12 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 176 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/30/2023 End Date: 3/30/2023 West: Drilling Method: North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY 0CL After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY 5 j j 10 j Tan WEATHERED LIMESTONE with clay seams and layers Gray LIMESTONE —15 _20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 13.0 Hammer Drop (lbs / in): EE' — axi Q o U)C�:F o u, rn> �) >a> u�i E_ J a o n co of c5) @o > �a C J Y - o� p� o O C dN 0" U 7 X ci oroof o 6 Z m J a cn Ha a o 100/ 0.50" 100/ 20.0 , 0.50" 3.0 26 3.5 26 3.5 18 3.75 19 49 18 31 0.0 4.5+ 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 177 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 4.5+ 1.9 99 10 2.0 100/ 4 1" 96/ 6.50" 100/ 1.50" 100/ 3.50" 17.0 100/ 20.0 L 3 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 178 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY with limestone fragments _5� j Tan WEATHERED LIMESTONE with clay seams and layers 10 _15_ Gray SHALE with limestone seams _20 TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): EE' — °' t � axi Q o U)C o u, U� rn> r� .°' >a> u�i E_ J a o n N� 3 c° Q E of "aL c� N @o > �a C ° J .5 Y - o� °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 4.5+ 28 2.0 6.0 13" IL 12/ 90/ h6 ill, 17.0 100/ 20.0 , 6' 4.0 16 36 17 19 0.0 4.5+ 13 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE _5_ 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 179 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 F-a d- Z o 4.0 29 63 22 41 2.0 100/ 0.50" 100/ 66 1" 100/ 1.50" 14.0 L 12" 20.0 L 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 180 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY with limestone fragments _5� j Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): EE' — °' t � axi Q o U)C o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.25 20 2.0 6.0 100/ 66 2.50" ik 12" 100/ 7.50" 100/ 20.0 IL 6' 4.0 15 32 18 14 0.0 3.75 23 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5_ 10 _15 Gray SHALE with limestone seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 181 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� n � o Q E "aL� No �a °UC occ oo cc d@v J.5 Y n v 3 IL d- Z o F- 4.5 22 2.0 100/ 1.50" 12" 100/ 66 1" 100/ 2.50" 18.0 100/ 20.0 5. ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/30/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 182 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/30/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 4.5+ 23 69 23 46 2.0 2.5 23 60 20 40 4.0 100/ 7.50" 14 100/ 1.50" 14.0 100/ L 1.1 20.0 L 11.1 00/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY — Tan WEATHERED LIMESTONE with clay seams 5-4 and layers 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 183 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o0 o c° Q E of "aL cn c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o0 o 6 Z m J a cn Ha d- o 4.5+ 20 2.0 4.5+ 16 36 18 18 4.0 1" 4 / 100/ 15.0 L 2.50" 0 20.0 10 , 5./ ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers _5 10 / Tan CLAY 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 184 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o0 o 6 Z m J a cn Ha d- o 2.5 1.6 97 25 51 19 32 2.0 4.5 17 4.0 100/ 4.5+ 19 1.5 12" 14.0 15.00 100/ 20.0 , 7 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 185 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/26/2023 End Date: 3/26/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan CLAY with limestone fragments _5� j j Tan LIMESTONE with clay seams and layers 10 _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 7.0 North. Hammer Drop (lbs / in): EE' — °' t � axi Q o U)C o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o C d N 0" �••� 7 X oro o 6 Z m J a cn Ha a o 3.0 26 13" 13" 1400/ 20.0 , 4.5+ 13 3.5 17 43 18 25 0.0 3.75 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 0 w J U w Q Q o m o 0 jTan CLAY 5 5058 Brush Creek Rd. BORING NO.: 186 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: GROUND WATER OBSERVATIONS �ZOn Rods (ft): NONE ZAfter Drilling (ft): DRY After_ Hours (ft): MATERIAL DESCRIPTION Tan WEATHERED LIMESTONE with clay seams and layers 10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL Zn c� @o > �a C ° J .5 Y - o0 ° O o� C d N v �••� 7 (nn U ?i cn X ° 65 ° Z m � a cn Ha a o 4.5+ 17 6.0 13.0 20.0 , 100/ 8.50" 100/ 9.50" 100/ 5" 100/ 2.50" 3.25 22 64 21 43 0.0 1.5 19 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/26/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY Tan LIMESTONE _5_ _10 Gray LIMESTONE with shale seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 187 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/26/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o0 o 6 Z m J a cn Ha d- o 2.25 33 72 24 48 2.0 2.5 26 4.0 50/ 0.001, 100/ 0.50" 14.0 100/ L 1.1 100/ 20.0 L 3 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 188 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/31/2023 End Date: 3/31/2023 West: Drilling Method: - North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION 1z'00,0 Dark Brown CLAY Brown CLAY Tan CLAY 5 — Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> ) .°' >a> uai _ EIn J a o n c° of "aL Zn c� @o > �a C ° J Y - a o� °� O o C d N 0" �••� 7 (nn U ?i X o05 o 6 Z m J a cn Ha a o 2.0 4.0 6.0 100/ 66 7.50" 100/ 66 1" 66 16" 18.0 100/ 20.0 66 2.501, 4.5+ 23 4.5+ 17 71 22 49 4.5+ 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 189 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — Tan CLAY with calcareous deposits j/ —5� j j j 10 j Tan LIMESTONE with clay seams and layers —15— _20 TEST BORING TERMINATED AT 20 FT 2.0 10.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 2.25 1.8 99 21 100/ 1.50" 100/ 20.0 IL 4.5+ 20 4.5+ 13 32 16 16 0.0 3.0 25 4.5+ 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 190 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan WEATHERED LIMESTONE with clay seams and layers 10 Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 22 66 24 42 4.0 6.0 87/ 12" 100/ 7.50" 12.0 12" 20.0 L 100/ 4.5+ 21 3.0 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 192 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/29/2023 End Date: 3/29/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.25 27 64 21 43 3.5 23 16" 100/ 5.50" 14" 100/ 20.0 , 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY — Tan LIMESTONE with clay seams and layers _10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 193 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.5 23 2.0 3.5 15 31 16 15 4.0 100/ 0.5050" 100/ 4.50" 16" 100/ 20.0 , 5.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 194 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 — Tan LIMESTONE with clay seams and layers 10— _15 _20_ TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� 3 c° Q E of "aL c� N @o > �a C ° J .5 Y - o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 4.0 6.0 66 16" 100/ 66 4.50" 100/ 8.50" 1400/ 20.0 66 4.5+ 2.6 98 18 4.25 26 73 25 48 0.0 4.25 14 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 195 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 — — Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.5 28 4.0 6.0 100/ 66 7.50" 66 12" 100/ 66 5.50" 19.0 1400/ 20.0 66 4.25 20 74 23 51 0.0 3.5 15 ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/30/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY _5 Tan LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 196 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/30/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.5 31 2.5 30 4.0 3.75 21 62 22 40 5.0 69/ 12" 100/ 6.50" 14" 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 197 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 _15 Gray LIMESTONE with shale seams and layers _20 TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o . 3.5 20 1.0 100/ 0.50" 100/ 5.50" 1" 4 100/ 5.50" 16.0 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 198 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan WEATHERED LIMESTONE with clay seams and layers _5 _10_ _15 _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 22 2.0 3.0 4.5+ 18 61 21 40 100/ 3.50" 16" 10 10" 1400/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 199 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/30/2023 End Date: 3/30/2023 West: Drilling Method: - North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 2.5 32 _ 2.0 Brown CLAY — 3.5 27 71 23 48 _ 4.0 Tan CLAY — 5 3.75 16 6.0 Tan LIMESTONE with clay seams and layers 100/ — — , 8" 100/ — 10 , 4.50" 16" — 15 , _201 20.0 , 118.50' TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/30/2023 End Date: Drilling Method: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone cobbles Tan CLAY with limestone fragments — 5 j j Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 200 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/30/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 3.25 25 57 21 36 2.0 19 2.5 18 4.0 100/ 1.50" 12" 100/ 1.50" 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 201 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — ° t � axi Q o U)� o u, rn> J .°' oN �� U� r� >a> uci E_ a N� o Q E "aL N > C J Y n o� c° of c� @o �a ° .5 cc o c dcv U n v 3 cn X o� ° c5 ° v m a cn F-a d- Z o 3.0 1.7 92 29 75 23 52 2.0 100/ 5.50" 100/ 6.50" 15" 97/ 11..50' 100/ 20.0 , 4.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 202 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o N� o Q E "aL N > C ° J .5 Y - n o� c° °� of O o� c� C @o d N �a 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.75 28 3.75 26 100/ 3.50" 16" 10 10" 100/ 20.0 , 6.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 203 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� 3 c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.25 31 3.0 26 74 23 51 4.0 100/ 1" 100/ 4.50" 100/ 10.50.50' 100/ 20.0 66 5 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 204 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/31/2023 End Date: 3/31/2023 West: Drilling Method: - North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY � Tan CLAY — 5 j j Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 2.0 4.0 8.0 Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> ) .°' >a> uai _ EIn J a o n o� c° of "aL N c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X o05 o 6 Z m J a cn Ha a o 100/ 4.50" 14" 100/ 20.0 , 1.25 35 3.0 24 67 21 46 4.0 14 39 16 23 0.0 3.75 15 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 205 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/30/2023 End Date: 3/30/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 j Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 4.0 8.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n o� co of "aL c5) @o > �a C J Y - pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 100/ 0.50" 100/ 66 1.1 100/ 20.0 , 3.50" 2.0 27 2.5 1.5 92 22 2.0 18 40 18 22 0.0 2.5 19 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 206 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/31/2023 End Date: 3/31/2023 West: Drilling Method: - North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jBrown CLAY — 2.5 29 — 3.25 26 _ 4.0 Tan CLAY — 5 4.5 15 53 19 34 0.0 — 4.5 14 _ 8.0 Tan LIMESTONE with clay seams and layers , $5/ 15 —10 100/ — 15 — , 9.50" 100/ _20 20.0 , 7.50" TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY _5 Tan LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 207 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.75 1.6 90 29 3.0 24 4.0 3.75 20 64 22 42 5.0 100/ 3.50" 100/ 9.1 100/ 20.0 , 9.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 208 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o N� o Q E "aL N > C ° J .5 Y - n o� c° °� of O o� c� C @o d N �a 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.5 53 3.75 25 100/ 3.50" 16" 100/ 8.50" 100/ 20.0 , 9.50" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 209 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/30/2023 End Date: 3/30/2023 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 1.5 31 _ 2.0 Brown CLAY — 1.5 34 79 25 54 _ 4.0 Tan CLAY with calcareous deposits — 5 2.0 14 6.0 Tan LIMESTONE with clay seams and layers 100/ — — L 0.50" 100/ — 10 , 4.50" 100/ — 15 — , 1.50" 100/ _20 20.0 L 1.1 TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan CLAY _5 Tan WEATHERED LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 210 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 1.5 28 2.0 3.0 23 65 20 45 1.3 4.0 3.5 18 5.0 5 12" 126 " 100/ 10.50.50' 100/ 20.0 , 8.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown and Tan CLAY _5� j Tan WEATHERED LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 2.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 1.5 30 4.5+ 1.8 105 17 39 19 20 2.25 6.0 12" 100/ 10.50.50' 11 20.0 IL 100/ 8.50" 100/ 10.50' 12 15 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 212 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/31/2023 End Date: 3/31/2023 West: Drilling Method: North: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY 0CL After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 j Tan LIMESTONE with clay seams and layers 10 _15 _20_ TEST BORING TERMINATED AT 20 FT 4.0 8.0 Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> ) .°' >a> uai _ EIn J a o n o� c° of "aL N c� @o > �a C ° J Y - a °� O o C d N 0" �••� 7 X o05 o 6 Z m J a cn Ha a o 13" 100/ 20.0 IL 2.0 29 64 22 42 1.5 33 3.5 17 38 16 22 0.0 3.0 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 213 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 — — Tan LIMESTONE with clay seams and layers _10 _15 _20_ TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL c� N @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.5 24 3.0 24 4.0 7 53 19 34 0.0 6.0 66 1217 " 66 12" 100/ 10.50.50' 100/ 20.0 66 2.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown and Tan CLAY — Tan WEATHERED LIMESTONE with clay seams 5 and layers _10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 214 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 1.5 27 2.0 3.0 10 43 19 24 4.0 12" 10 13.0 95/ 1 .50' 12" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 215 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL N c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 1.75 1.1 89 30 60 19 41 1.75 27 4.0 2.25 19 5.0 100/ 9.50" 100/ 3.50" 100/ 7.50" 100/ 20.0 , 3.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 216 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 3/31/2023 End Date: 3/31/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments _5 Tan CLAY — Tan CLAY with limestone seams Tan LIMESTONE with clay seams and layers _10_ _15 _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ O o� C dN 0" U 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 4.5+ 18 1.75 29 73 23 50 1.2 5.0 6.0 100/ 15 7.50" 9.0 66 12" 100/ 66 0.50" 100/ 20.0 3" ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 217 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 3/31/2023 End Date: 3/31/2023 West: Drilling Method: - North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ a — o ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 After_ Hours (ft): m o—�° U` a p �' 3 o of a� o 5 o o Z o L m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 2.5 26 — 3.0 28 76 24 52 0.4 — 5 — 1.75 27 _ 6.0 Tan CLAY — 4.5 11 8.0 Tan LIMESTONE with clay seams and layers 100/ — 10 66 1.50" 100/ — 15 — 66 1.50" 100/ _20 20.0 , TEST BORING TERMINATED AT 20 FT ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/31/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 218 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/31 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.0 28 2.0 3.75 21 70 24 46 4.0 13" 100/ 66 1" 100/ 0.50" 100/ 20.0 , 0.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 3/29/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jBrown CLAY Tan CLAY — Tan LIMESTONE with clay seams and layers _10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 219 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 3/29/2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL N c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.0 26 56 19 37 2.0 3.25 21 47 17 30 4.0 100/ 9.5050" 100/ 3.50" 12" 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: D.R. Horton - Texas, Ltd. (DFW West Di Project: Lonestar at Liberty Trails Ph Start Date: 4/1/2023 End Date: Drilling Method: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 220 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com vision) Location: Denton, Texas ase 1 Surface Elevation: 4/1 /2023 West: North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� oN �� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL cn c� @o > �a C ° J .5 Y - ° O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha d- o 2.5 29 67 22 45 2.0 4.5+ 9 4.0 100/ 0.5050" 100/ 3.50" 100/ 4.50" 100/ 20.0 , 6' ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 221 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION WX Brown GRAVELLY CLAY Tan CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers 10 _15 Gray LIMESTONE _20_ TEST BORING TERMINATED AT 20 FT 3.0 8.0 18.0 North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 1.0 5 4.5 10 42 17 25 27/ 17 39 16 23 27/ 100/ 5.50" 100/ 2.50" 100/ 20.0 IL 2.501, ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 222 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Brown CLAY with limestone fragments Tan LIMESTONE 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� 3 c° Q E of "aL c� Zn @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.5 23 3.0 24 3.0 25 63 20 43 6.0 42/ 21 7.0 12" 100/ 0.50" 14.0 100/ 0.5050" 20.0 L 100/ 100/ ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 223 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY Tan LIMESTONE _10 Gray LIMESTONE _15 _20_ TEST BORING TERMINATED AT 20 FT 6.0 8.0 North. Hammer Drop (Ibs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL c� Zn @o > �a C ° J .5 Y - o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 3.25 24 100/ 66 1" 14.0 100/ 0.5050" 100/ 20.0 , 3.25 24 63 22 41 3.0 1.8 96 24 4.5+ 16 ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 224 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: GROUND WATER OBSERVATIONS 0) ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY 5 Light Brown CLAY with limestone seams 10 Tan CLAY 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 8.0 North: Hammer Drop (Ibs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL Zn c� @o > �a C ° J .5 Y - o� ° O o� C d N 0" �••� 7 (nn U ?i X o6 o 6 Z m J a cn Ha a o 1.5 27 2.0 2.2 92 25 65 21 44 2.0 27 1.5 24 21/ 20 21/ 13.0 1.0 16 15.0 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 225 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments _5 — Tan CLAY with limestone seams j j 10 j Tan LIMESTONE with clay seams and layers _15_ _20 TEST BORING TERMINATED AT 20 FT North: Hammer Drop (lbs / in): EE' — °' t � axi Q o U)� o u, rn> U� r� .°' >a> u�i E_ J a o n co of "aL c5) @o > �a C J Y - o� pZ o O C dN 0" U 7 X oro o 6 Z m J a cn Ha a o 1.5 32 2.0 28 5.0 2.0 20 12/ 15 38 16 22 10.0 hk 1 88/ 100/ 20.0 , ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 226 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL After Hours (ft): 0 MATERIAL DESCRIPTION jDark Brown CLAY Light Brown to Tan CLAY 5 Tan WEATHERED LIMESTONE with clay seams and layers Tan LIMESTONE with clay seams and layers 10 _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o� o c° Q E of "aL c� Zn @o > �a C ° J .5 Y - °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 4.5 24 4.5+ 14 65 21 44 3.0 15 6.0 7.0 , 12" 15 100/ 0.50" 100/ 0.50" 100/ 20.0 , 1.50" ALPHA#NTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 227 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Lonestar at Liberty Trails Phase 1 Surface Elevation: 4/1/2023 End Date: 4/1/2023 West: 0) GROUND WATER OBSERVATIONS ZOn Rods (ft): NONE w 1After Drilling (ft): DRY CL 0 After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY _5 Tan CLAY Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT North. Hammer Drop (lbs / in): E' E � °' t � axi Q o U)� o u, U� rn> r� .°' >a> u�i E_ J a o n N� o c° Q E of "aL c� Zn @o > �a C ° J .5 Y - o� °� O o� C d N 0" �••� 7 X o6 o 6 Z m J a cn Ha a o 2.0 27 61 19 42 5.0 6.0 17" 100/ 1.50" 18.0 100/ 20.0 66 1.50" 2.25 27 ALPHA#NTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 228 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222864 www.alphatestiiig.com Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas Project: Lonestar at Liberty Trails Phase 1 Surface Elevation: Start Date: 4/1/2023 End Date: 4/1/2023 West: Drilling Method: - North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS �•� E 0) w � �On Rods (ft): NONE o T ° Y U� C.N '�I _ m:1 a o — ZAfter Drilling (ft): DRY n �p 'off 3 a� o as a, aN a E v .5 —i After_ Hours (ft): o—�° U` a p `m `� 3 o a� o 5 o o Z 1 IL m Ha a ?� a MATERIAL DESCRIPTION jDark Brown CLAY — 3.5 26 — 2.0 29 — 5 — 2.25 29 _ 6.0 Tan CLAY 2.5 16 30 15 15 8.0 Tan LIMESTONE with clay seams and layers 100/ — 10 , 5 100/ — 15 — , 3.50" 100/ _20 20.0 , 1.50" TEST BORING TERMINATED AT 20 FT ALPHA #XTESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf) (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN(ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) W (GM), SILTY GRAVEL 4 m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 15mm 1♦ N SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75" TO 3.0" noted otherwise) AUGER SAMPLE FINE GRAVEL COURSE SAND 5.0 mm TO 3.0" 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ROCK CORE (2" ID except where SILT CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) FORT NORTH Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 07/23/97 33 05 13 Urcthane Hydrophilic Waterstop Asshi Kogyo K.K. Adeks Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Dim. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidScal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1121191 33 39 I3 Fiberglass Manhole Fluid Containment, Inc. Flowtitc ASTM 3711 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectaneular 33-05-13 (Rev 2/3/16) *1 33 05 13 Manhole Frames and Covcrs I Western Iron Works, Bass & Hays Foundry 1 1001 24"x40" WD * 33 05 13 Manhole Fromand Covcrs Western Iron Works, Bass & Hays Foundry 30024 * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 3305 13 Manhole Frames and Covers Neenah Casting 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 07/19/11 3305 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 08/10/11 3305 13 30" Dia. MH Ring and Cover A —cast 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T.Gasket 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") 24" Dia. 24" Dia. ASTM A48 & AASHTO M306 24" Dia. ASTM A48 & AASHTO M306 24" Dia. ASTM A48 & AASHTO M306 30" Dia. ASTM A48 & AASHTO M306 30" dia. 24" dia. 24" dia. ASTM A536 24" Dia. 30" Dia. AASHTO M306-04 30" Dia. 30" Dia 30" Dia 30" Dia ASSHTO M105 & ASTM A536 30" Dia ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack 09/16/19 3305 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer -Marl & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 [Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pant-A-Mousson Pamtrght 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete LRev 1/8/131 * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 41" Dim w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Arinmock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" ASTM C-478; ASTM C-923; 03/07/23 1 33 3920 Manhole. Precast Concrete I AmeriTex Pioe and Products. LLC 1 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 04/28/07 1 IManhole, Precast (Reinforced Palmer) Concrete * EI-14 Manhole Rehab Systems 04/23/01 EI-14 Manhole Rehab Systems E1-14 Manhole Rehab Systems 4120101 EI-14 Manhole Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) 08/30/06 General Concrete Repair Amitech USA I Meyer Polyereee Pipe Quadex Standard Cement Materials, Inc. Relincr MSP AP/M Permaform Strong Company Strong Seal MS2A Rehab System Triplex Lining System MH repair product to stop infiltration ASTM D5813 rFlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List FORT NORTH Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I 01111111 E I-14 Manhole Rehab Systems SpraWoq, Spray Wall Polyurethane Coating ASTM D639/13790 I I12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I » w,»., ....o<. „au'pP'ooungi'E"mulsionI oP�ay c.c 03/19/18 33 39 20 Coating fr Corrosion protectmn(Extermr) Sherwin Williams Grade (Aaphatic Emulsion) uneiiarOnlwrrrr Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I * 3305 13 Manhole Insert Notle -Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I 09/23/96 3305 13 Manhole Insert Soull—stem Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. I 09/23/96 3305 13 Manhole Insert Soull—stem Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/131 * 33 l l 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thru 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" 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" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I Sewer - Coatings/Epoxy 33-39-60 (01/08/131 s 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21ORS LA Connty #210-1.33 I 12/14/01 Epoxy Lining System Ertech Technical Coatings Enech 2030 and 2100 Series I 04/14/05 Interior Ductile ITM Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIBB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polvurethane 15/15/11 1 33-31-70 I Air Rcicasc Vnlve I A.R.I. USA, Inc. I D025LTP02(Composite Body) E I-04 Conc. Pme, Remforced Wall Concrete Pipe Co. Inc. ASTM C 16 EI-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 EI-04 Conc. Pipe, Reinforced Hanson Concrete Products — - - ASTM C 76 EI-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously onnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously Systems Trenchless Replacement Svstem Polyethylene Calgary. Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 I 03/22/10 04/09/21 33 31 13 3331 13 33 31 13 Cent Cast Fiberglass (FRP) Fiberglass Pipe (FRP) Glass -Fiber Reinforced Polymer Pie FRP Hobas Pipe USA, Inc. Ameron Thompson Pipe Group Hobas Pipe (Non -Pressure) B-Astrand RPMP Pipe Thompson Pipe Flowtite ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - Pipe/Polymer Pipe 4/14/05 I06/09/10 1 Polymer Modified Concrete Pipe El-9 Reinforced Polymer Concrete Pipe Amitech USA US Composite Pipe Mever Polvcrete Pipe Rem forced Polymer Concrete Pipe ASTM C33, A276, F477 ASTM C-76 8" to 112", Class V I Sewer - Pines/HDPE 33-31-23(1/8/131 * From Original Standard Products List FORT NORTH Note: All water or sewer nice larder than 1S inch diameter shall be polyethylene pipe polyethylene pipe polyethylene pipe polyethylene pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water Phillips Driscampe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipeline Systems basis. Special bedding may be required for some Oraticore Ductile Polyethylene Pipe ASTM D 1248 ASTM D 1248 ASTM D 1248 McConnell Pipe Enlargement ASTM D 1248 Updated: 03/07/2023 12/02/11 33-11-12 DR- 14 PVC Pressure Pipe Pipslife Jetstream PVC Pressure Pipe AWWA C900 4"than 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Budding Products Royal Seal PVC Pressure Pipe AWWA C900 4" than 12" Sewer - Pipes/PVC* 33-31-20 (7/1/131 * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (1M Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pipe Lamson What Pipe ASTM F 789 4" thru 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinvltech PVC Pipe Gravity Sewer ASTM D3034 4" thin 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer P' Piq life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Ha— SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Finings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 3/19/2018 33 3120 PVC Sewer Pre Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Wesdak) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" * Cured in Place Insituform Texark, Inc ASTM F1216/f3,9 Cured in Place ipe Fo�'' National Envirmech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 OS/29/96 Cured in Place pe Remolds Inc/Inlmer Technolgy (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piaes/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, fc. 11/03/98 Fold and Form Pipe Insifform Technologies, Inc. Insiff "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultralmer PVC Alloy Pivelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/ODen Profile Large Diameter 09/26/91 E 100-2 PVC Sewer Pipe, Ribbed Lamson What Pipe Carlon Vvloa H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products D=mx ASTM F 2562 24" to 72" * From Original Standard Products List FORT Yl' i�� Q RT H CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec No.I II I. National Spec Water - Aoaurtenances 33-12-10 (07/O1/131 01/18/18 33-12-10 Double Strain Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, up to 24" Pip, 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Inc. Coria Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pi e 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61OMT 3/4" and V ]0/'2V17 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M I%? and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FBI600-6-NL, FV23-666-W- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB6004-NL, FBI6004-NL, B11-444-WR- 1/25/2018 3342-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NIL, B22444-WR-NL, L28-44NL AWWA C800 1" B-25000N, B-24277N-3, B-20200N-3, H. AW WA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1/25/201. 334240 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps -up to 12" 0/5/21/12 33-12-25 Taping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steep 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Haw CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Haw CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Haw CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-0S (01/08/131 Combination An Release Valve * * E I -I t F I - I I Combination At, Release Valve Combination Air Release Valve Multiplex Manufacturing Co. Valve and Primer Corp. Crispin Air and Vacuum Valves, Model No. APCO 4143C, 4145C and 4147C 1/2", 1" & 2" 1", 2" & 3" Water -Dry Barrel Fire Hydrants 33-12-40 (01/15/14 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 01/15/98 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe &Foundry Shop Drawing No.960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EI (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 1 EI01-5 Detector Check Meta 08/05/04 Magnetic Drive Vertical Turbine Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List FORT NORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval I. Classsification Manufacturer Model1National Water - Pines/PVC (Pressure Water) 33-31-70 L01/08/131 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 4"-12" I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" F 4 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 331112 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 - PiyesNalves & Fittings/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 CI53&CI 10 I * E I-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin7 AWWA C 110 I * E1-07 Ductile Iron Fittings McWanc/Tvler Pipe/ Union Uhlines Division Mechanical Joint Finings, SSB Class 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fillings Accucast Class 350 C-153 MJ Finings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to I" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-I1 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 EI-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" I 10/12/10 EI-24 Interim Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & 1M ASTM F-1624 4" to 12" I I 08/16/06 EI-07 Mechanical Joint Fittings SIP Industries(Smamnore) Mechanical Joint Fittings AW WA C 153 4" to 24" I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 334141 Mechanical Joint Retaner Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Ser arpore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) n`.riiP,°uii tin, oaT ,^�T wJ nGLL iV1 �'V✓ ASTMA536AWWACIII 16"-24" Water - PinesNalves & 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" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) l l/30/12 Resilient We Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metrosw1250, requirements SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ I'l—Master Gat. Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT NORTH Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. Special bedding may be required for some Updated: 03/07/2023 * E I-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 I.. I * EI-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatto American Butterfly Valve Valmanc Valve and Manufacturing Coup. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water -Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 H.I-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWACI05 8mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullsoong by Cowtown Bolt & Gasket AW WA C 105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C 105 8 mil LLD Water - SamWinP .Station 03/07/23 33 12 50 1 Water Sar,21ing Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 04/09/21 04/09/21 Automated Flushing System Automated Flushing System Automated Flushing System Mueller Hydroguard Kupf le Foundry Company Kupf le Foundry Company HG2-A-iN-2-PVC-0I s-LPLG(Parnancnt) Eclipse #9800wc Eclipse 99700 (Portable) * From Original Standard Products List FORTWORTH- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval I Spec No. Concrete Ckissili'ation Nla—l-fin- Model No. National Spec 19/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 19/9/2022 03 30 00 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 19/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 17914500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1793 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1103 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1273 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Argos D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 19/9/2022 03 30 00 Mix Design Argos D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D 1000000 1083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D 1000000 1685 4000 psi Concrete for Valve Pads 19/9/2022 03 30 00 Mix Design Argos D10000005751 750 Psi Concrete Base for Trench Repair 19/9/2022 03 30 00 Mix Design Argos D 1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 19/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 1 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Bumco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 19/9/2022 03 30 00 Mix Design Bumco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Bumco Texas 55UI20AG 4000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Bumco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Bumco Texas 30U101AG 3000 psi Concrete Mix for Flatwork I9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 19/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 19/9/2022 03 30 00 Mix Design Bumco Texas 01 Y690BF 100 psi Concrete Mix for Flowable Fill 14/1/2023 03 34 16 Mix Design Bumco Texas 1OYH50BF 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 19/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 19/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 19/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix CI3020AE 3000 psi Concrete for Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT !►ORT14- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification NI,mul-tur" Model No. National Spec 1 Concrete (Continued) 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 19/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design City Concrete Company 50QG25H 3600 psi Slurry Displaced Drilled Shaft 19/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36JA001 J 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 1 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25I13600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 15/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-lNC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 1 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 16/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PSSEM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 14/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT !►ORT14- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete(Continued) 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 19/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 1 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable flll/CSLM 19/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 1 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 14/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 14/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 14/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 19/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 19/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 3413 13 Mix Design Martin Marietta R21461`36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 111/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 14/l/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 14/l/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 14/l/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 14/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 14/7/2023 32 13 13 Mix Design Martin Marietta R2161 K70 6,000 psi (3,000 psi (& 24 hrs.) for HES Paving 14/l/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 1 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 14/l/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT !►ORT14- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Appro—I Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification N1,mul-tur- Model No. National Spec 1 Concrete(Conthmed) 1 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 16/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 16/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 16/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 16/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traftc Signal Foundations 1 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 1 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 1 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 19/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 19/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 1 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 17/10/2023 03 30 00 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 17/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 11/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 19/9/2022 03 30 00 Mix Design Redi-Mix V0J11524 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 34 13 Mix Design Redi-Mix FOCI 0021 215 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OLI 1504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 19/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 1 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 19/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 19/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 19/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 19/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 19/9/2022 03 30 00 Mix Design Redi-Mix 1OK11524 3600 psi Concrete Mix for Encasement 19/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 50KI1524 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OMI 1524 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 1 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 1 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 15/15/2023 03 30 00 Mix Design Redi-Mix 80LI15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 15/15/2023 03 30 00 Mix Design Redi-Mix 1ONI ISD6 Slurry Displacement Shafts, Underwater Drilled shafts 19/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 19/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 19/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving FORT !►ORT14- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Nl.riul-tur- Model No. National Spec 1 Concrete(Continued) 1 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 1 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 19/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 19/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 12/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 1 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 19/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 19/9/2022 03 3000 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations A9v ftalt Pavinv 19/9/2022 322 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FTIB139965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 1 11/26/2022 32 1216 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 1 12/5/2022 33 1216 Mix Design Surmount Paving 3076B V6422 PG62-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 P664-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 12-222475-19 P664-22 Type D Fine Surface Detectable Warnin Surface 19/9/2022 32 13 20 D 1 - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 19/9/2022 32 13 20 DWS - Composite Engineered Plastics, Inc. (Williamsville. Armor Tile 19/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 14/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORTWORTH- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Marod-turc, Model No. National Spec Silicone Joint Sealant 19/9/2022 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 �121113 32 1373 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 19/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 19/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 14/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 14/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 1 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 **Note: AM new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames anticovers. FORT !►ORT14- CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification NI.roul-turt, Model No. National Spec 1 Storm Sewer - Inlet & Structures 33-05-13 110/8/2020 33 49 20 Curb Inlets Forterrm FRT-lOx3-405-PRECAST** (Size - 10' X 3') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x3-406-PRECAST** (Size - 10' X 31 ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forternm FRT-I0x4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-SX5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-5X5-41 O-PRECAST-BASE (Size - TX 5) ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6l ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6� ASTM C913 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-lOX3-405-PRECAST INLET** (Size - 10' X 3) ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG- 1 5X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST TOP (Size - 6' X 6') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST BASE (Size - 6' X 61 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6� ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST TOP (Size - TX 71 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST BASE (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST TOP (Size - 8' X 8') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 81 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 18/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4) ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - TX T) ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 81 ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C478 18/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - TX 4') ASTM C433 18/28/2023 33 3920 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in place. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 14/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS III? Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 18/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 18/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850