Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 60938-PM1
CSC No. 60938-PM1 PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, PAVING, DRAINAGE, AND STREET LIGHT IMPROVEMENTS TO SER VE OXENFREE AT FORT WORTH IPRC Record No. IPRC23-0015 City Project No. 104684 FID No.30114-0200431-104684-EO7685 Fine No. W-2926 X No. X-27054 Mattie Parker David Cooke Mayor City Manager Christopher Harder, P.E. Water Director William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2023 Kimley)))Horn —'� E OF E , r .............gs1�� BRYAN R. MOODY � ................................. ......... 1573 ' J Kimley-Horn and Associates, Inc. A� 13455 Noel Road, Two Galleria Office Tower, Suite 700 Dallas, TX 75240 (972)-770-1300 Texas Registered Engineering Firm F-928 04/02/2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nn� rfwit tief to Bid efs Last Revised 03 /v�r20/2020 00 41 00 00 42 43 nn� Bid Fe Proposal Form Unit Bid Ben nn/n 4 05/22/2019 nn in4 nn� 00 45 12 Bidders n -o,,, alit ,.ation' Prequalification Statement nn in 4 09/01/2015 nn� Bidder nro,,, alit ,.atie,, , +W.ioatian 03 in 0 00 45 26 Contractor Compliance with Workers' Compensation Law Tainerity Enterprise 04/02/2014 00--45 40 00 52 43 Business Goal08/2 Agreement 8 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 00 72 00 Maintenance Bond Genefal Conditions 01/31/2012 1 1 i1 T 007300 0073 10 Supplementary Conditions Standard City Conditions of the Construction Contract for Developer 0�in�11 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 013120 P!OotAileeiings 07/01/2011 01 3233 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 6000 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 7123 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 Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 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 "NONE" Division 02 - Existing Conditions 0241 13 Seleefive Site Demelit e« n^l� T T444-y RemevALMandeamea Division 03 - Concrete 03 30 00 Cast In Naoe Concrete 03 ?/1 13 Controlled e,l Tow Strength Material (CT SM) 03 34 16 Concrete Base Material for- Treneh Repair 03-80--00 Ti odif'eatio s to Existing Co erete Stf e4ffes Division 26 - Electrical 26-05 10 D'Z:ti'�iton f f E eet f e.,l Systems 260533 R ee,, ays and Boxes f f >~le-�rioal F;ems 260543 Under -,.found Duets and R ee,. ays f ,- L�'lelrioal F/;stems Division 31 - Earthwork 3'�0 Site Clearing 3123 16 U:-.,-1ra3vred Exe.,.,ation 312323 Befr-e 34 00 Fn. han�,rn�s 31 2500 Ek%331o:i aria Sediment Contfel 313600 Gabiens 0 Ripfap Division 32 - Exterior Improvements 3201 17 Pefm halt�iv"'� 3201 18 TinTomr, �Aa lV..tIW';n 32 01 29 Em:�seko Pl 4ng4L-pair- 32 3 FljliVj Brie Courses 32 1129 L1.r.w TpoatlJa Base Courses 11 22 Cement Treated Base re,,,-ses 1137 3'�6 Liquid Treated Ce:l Stabilize Asphalt It D.,. ing 3�3J Asphalt D.,.,ing Gr- ek Se.,l.,nt (''.,ne,-ete T .,n.1 1?af-;e,- 32 1-320 32 1373 32 14 6 3216 13 Sidewalks, five,. ays Free Ramps Go e,.ete n.,.,;erg Joint F-eala is Bfiek Unit Paving Gone,.ete r,,,.t. G+Ate-s Valley Gutters- 32 32 1725 an and Pavement Ti1.,,.L;ags- Gufb Ad co01tY4"lting 13 32 31 26 �o Chin Fonaes and G4es Wire Fenees a- 1 Gates Date Modified CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 323129 Weed Denees and Gates 323213 Cast in Plaee Gener-ete 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 22� Sewer- end Ti1.,,..l.ele Testing 330131 3303 10 3304 10 Glased Gi-e,,;t Tele.,;s;e,-. (CCTV\ T..s,.eet:e.. Bypass Pi sv*i€ig e fExisting Sewef Systems joint Bonding and 1~leet e.,l isolation 33 04 11 22� f C/x1VUo . (`,,ntfo Test Stations Magnesium Anode rathod:e P System 33 04-30 33 04--40 foteetio Tomr<\narj, xxl.,te« Se,-.,:ees A eeepta,-.ee Testing efxxl.,te Cleaning Mains 3304 50 3305 10 and f Cleaning ofSewef Mans Baekfi l Utility T«e..eh Exe.,y do Embedment, 3305 12 32�3 33 n�0 and -"Wt7 Tlne Lowering mama, Cove« and Gfade Dings—Castifon 2 Frame, Cove« and Gfade Dings—Composit33 Adjusting Manholes, inlets, Valve Boxes nthef Stfuet#Fe-st0 05 14 330546 and Grade CoxxAmtei xlat xla„lta 3ZIT 330520 2'2�= Co-n- eei Collar-s T,,,-.,-.el Liner- e,- Plate 2'2�i 330523 33 05 24 330526 26 Steel (''.,sing Pipe Hand Tufmeling 1r&eal1a6oii af Caffi7 Pi o in rasing e" Tunnel T : e f Ul to Utilit., Ti ee.,tofs 330530 � a-kefs/T T e t:en oaf D,,dtin" Utilities 33 1105 �� Helctz,l�Ll�t, and Caskets 33 11 10 Duo ..lo 12-xi Pica "1\? 11 11 33 11 12 Duotili 17-\i FiWng-s Polyvinyl Ghlofide (PNIG4 Pfesstife Pipe 33 11 13 Conefetc PRro077.I•ro PC-, Ban xxlwped Steel Cylindef Type 33 11 11 died D✓✓J Pre ana—�s 33 11 le We Stfessed renefete r„l:ndef Pipe 33 121n �o WatefSe,.. t,t 2 • i. �iooz 1 in-,�-m� 33 12 11 T a e Wate,. Metefs ZZ�O r RAilicnt ✓iatcaGate Va1y 33 l? l A WWA _- uSab Seated D„tteffl y Valves 33 l2 'l 22�o Gonneetion o Emoting Watef Mans r.,,Y.l.;n.,t;,,n A:,- Valve Assemblies fo Potable Water Systems 32�no 33 1250 33�0 f Fife mar Eamrl o &,Wirons A sseffib ., Blow 3- Pi 12 Standard off Valve Gufod in Plaae Dine f012124 3- P. 13 €bcwar icinf feed Pipe f Y Gfa-vi Cxktar; s CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 P- P. 15 High Density Delyethylene (HDP ) Dire °or &anitar, er 33-3Ti9 Uely,yi,,,4rt,ler:de (PVG) Gfa- i f'/anitar,' pe 33 P. 31 f'/anitar,er Pipe ?-P 22 Sanitaty Se x V.ip :fining 8 Sanitary Sewer eer,,:ee Cen eet:ens and eer,,:ee r : e 333179 Air- Valve fer- Saftit r Sewer- Feree Mains 3339 10 Gast is Pll oo Generete raan eles 22�A D,-e, ast G efete TiT.,n eles 333930 Fiber -glass Manholes 33 39--49 Wastewater A eves Chamber- (W A C) 33 39 60 Epoxy r ; e s f r Sanitary Sewer- Str et„rem 33 41 10 ne; f reed Co erete Stof Sewer D:WC lyerts P- U 11 High Density Polyethylene (IHDP ) Pipe for- c+orm. rein 22� Deinf reed D l„et le,,e '�� PE) Pip- 33 4600 e„l�e 33 4601 Slotted 9twyn Drains 33 4602 Tr-endh Dmi-.-.o 33 49 10 Cad in PLaoa Manholes and u etio Boxes 33 4920 Curb 3 D7p Inlets 333 4940 St:m Dminage Headwalls and W:..,",,.,lls Division 34 - Transportation 34 41 10 Traffio &&gnals, 3 ^ ^�vi Attaebnent A Coptre 11efCabinet 2n n�02 A ��rntre llSp ttae�e ner �ee3f Mien 34 41 .nv3 1 n n t e espeeifieatien � rrttaEllriicnS 211 1 111 Tempefafy Tfaffiio Srgmlrz ?/1 11 15 Reetangular P_axi.3 Fla-5hing 34 41 16 Dedestfia . i7,.l.r;d Signal 344120 Roadw Ill>:mirmt:en As�es 34 4120.01 Artalal �-D Roams L/aminaireas 34 4120.02 Ffee LED Roams L/anfinaires 34 4120.03 Residentral LED Roadway LLaminairrs 3441-39 Allaninmi &;zgms '2 ^� Tr -a e Control CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 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: htty://fortworthtexas.Lov/t )w/contractors/ or httDs://apps.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 02 41-1-4 T 44ity D em eya / A l.&a of ff e1 2 /7rz7-202viz 02 11 15 D.,.,:ng De„.ey l 02/o '�6 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 n2� Co e«ete Base Material for T«e...el. Dc��e,..,:« 12/7 z 038000 Tit..di eatio !` s to Existing o-ne- fe-to �%ructur-es 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for Electrical Systems Deee. 12/20/2012 3 26 05 43 E eetr e.,l Systems ays and Boxes for Underground Ducts and Raceways for Electrical Systems 12/7 z 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 //28/2013 31 2323 31 24 00 Befr-e Embankments 01 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 313600 31 37 00 Gabiefis Riprap Q,129120Q 12/20/2012 Division 32 - Exterior Improvements 3201 17 27� Pefmaneftt A2;p,J.-��JIVIW; n Tempe«e«.. It D 12/�tz 32 01 29 Asphalt Nwing epai Concrete Paving Repair Q/'fzzr2R120 z 12/20/2012 321 1123 F exible Base Coufses- Q/r�24120 z 32 1129 Lime Treated Base Courses 12/20/2012 3i 1133 Gefnen4 Treated Base Ge„« Q/'fzzr24120 z 32 1137 3'�6 Liquid Treated Soil Stabilizer Asphalt It U.,.,ing 08/21/2015 Q/'fiz�24120 z 32 1273 32 13 13 Asphalt It Paving Gr- ek Seelaa4s Concrete Paving 1 �� /�;i 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants U.,.,ia 12/20/2012 1 7 /7�-24120 32 11,411 6 32 1613 B ek Unit Concrete Curb and Gutters and Valley Gutters z 10/05/2016 CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 1723 Pavement Markings 11/22/2013 32 1725 27� 27� Curb Address Painting Chain Fe,..ees .,,..,1 Gates Wire Fenees ......1 Gates 11/04/2013 12/7r�rzvnviz 12/7 z 323129 323213 3291 19 Cast i Dl..ee /'',.nes-ete Retaining g T]I7.,11., Topsoil Placement and Finishing of Parkways 11 /�12- 86/05/2 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3303 10 33 04 %,pwo nutr�-rjA fE sfin, Sewe, ystem T2.,,�..�1;,�.�..,,�..�1 Eleetr e.,l isol,tio 12/20/2 12/20/2012 33 04 11 �T-.oint C1 1vwo . Centfol Test Stations 12/7izi-20/204-2 3304 12 Nlag. acuri nre,le Cat ed a Preteet;ef Syst . 12/7 -2 33 04 30 TasT, \,are, W -er ee«.,;v� 07/n�11 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Wat,_ Tina Lowefing 11 /7 -2 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 3-3-A3-�� 33 05 22 erg 1 T TIa .�r-az Plate Steel Casing -Ripe 12/20/2012 1 7 /7 -2 1 �� /�tz 3 3-3-A3-�4 Hand T,,....eling f!''af-;e,- Pipe i (`.,sing 1 T I�I�t�1..latira�I o. or Tu�~x~a� �i�n�e Q/2412W2 06/1 n/7n1'2 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 A 13uefilo Ian Pic 1 /2n/20� �� 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 2 �� 11 1� Eene�eto Praove� Pilo, Bar- V -,,,. pe,1 Steel !''.,1;,...1e,- Type 12/20/201 33 11 11 Btnied-gtocl Pirc-and Fittings 12/TZTz0/20012 33 1210 Water Services 1-inch to 2-inch 02/14/2017 3_ 1211 Large Water- Mete,-s Q / z 33 1220 Resilient Seated Gate Valve 12/20/2012 ✓3 1221 nAWA n Rubber- Seated Bu4teffly V 1y 1 /�Q 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 1260 Standard Blow -off Valve Assembly 06/19/2013 P_ P. 13 Ctifea i nlaee Pipe (CIPP) 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 P_ P. 21 Pel1 aniLv er 1 �� /ram 20/20 z Pipe 2 2 .� .�' 33 Sanit fy S^.., T �- F'J.ip .mining 12/20/2012 �� 3331 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 333170 Eanbi:Iati^ �Q 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 F�bzsrg.Laa3 Man!-.31w n (`1..,,ti.l.er 12/20/201-2 1 33 39--40 33 39 60 Wastewater ceess (W C) Epoxy Liners for Sanitary Sewer Structures 2/7 z 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 u 11 HighDensity Polyethylene (HDPE) Pipe €erSt�-m Dmin 12/ i 22� 33 4600 Rein f; ,-. e Pe, ,othloTU (�,PE, PlpB Subdr-ainag-e 11/13/2 � 171 /7z 33 4601 Slette3 9t3-.Tn Dmins 07/non 33 4602 Tfendh Dmi la 07ln�11 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 3n� Tfa f e Signals 34 41 10♦ �0 A� �ttae�en�A �ntr611ne�Gabin� In/Burr/ 0i5 12/14/2015 �� 34 41 1n02 �vz 34 41 10.03 211 1 1 1 1 n tB C r llefSpo rrttz'�C�13,n,,.rcns�cvrrtf6rrcrapvC�cuti6n Attziehment G Seftwafevpeeifieation Tom,..,.-afy T. a ffie Signals i WQW2 1 11 1 /7 3 2/1 11 13 Removing T fa ffic Si gnalrz 1 �� 1�Q 2/1 11 15 Reetangularr Aaiy.3 Flavhing Beaeo 11,122,12013 r 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 4120.01 � n..tofia LED n,,.,dw rt�ri�'�I ,, r .�, a� 06/1 c120 c �� 34 ^�02 F fee.t ay LED Roadway !1�/lvvrr✓rzvi5 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix GC-4.01 GC-4.02 GC-4.03 Geotech Report GC-4.04 U-ad\-g2oux GC-4.06 u. ,,.-dens Efwimrxmxxital Geed fie at Site GC-6.06.D GC-6.07 Wage Ra4es GC-6.09 Permits and Utilities GC-6.24 Nendigon s;;nv6on GR-01 60 00 Product Requirements Fine No. W-2792 END OF SECTION CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103273 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Page 1 of SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposa Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENT - 1 3311.0241 6" DR14 PVC Pipe (Incl Ftngs) 33 11 1 , 33 LF 450 $103.00 $46,350.00 2 3312.3003 8" DR-14 PVC Pipe (Incl Ftngs) 33 12 20 _ _ LF 6,870 $98.00 $673,260.00 3 3312.0001 6" Gate Valve 33 12 40 EA 3 $1,700.00 $5,100.00 4 3312.2802 8" Gate Valve 33 12 11 EA 22 $2,350.00 $51,700.00 5 3305.0109 Fire Hydrant Assembly 33 12 25 EA 13 $7,200.00 $93,600.00 6 0241.1218 Remove Existing Meters & Connect to 10" WL 0241 14 EA 2 $2,000.00 $4,000.00 7 3312.2003 4" Combo Turbine Meter Vault 33 12 10 EA 4 $47,000.00 $188,000.00 8 9999.0001 6" Backflow Preventer Valve & Vault 00 00 00 EA 4 $26,750.00 $107,000.00 9 9999.0002 1" Domestic Meter 00 00 00 EA 89 $1,500.00 $133,500.00 10 9999.0003 1.5" Domstic Service (Irrigation Meter) 00 00 00 EA 1 $3,385.00 $3,385.00 11 9999.0004 1/2" Domstic Service 00 00 00 EA 1 $1,250.00 $1,250.00 12 Remove & Replace Ex Concrete Paving 00 00 00 SY 290 $210.00 $60,900.00 13 'Trench Safety 00 00 00 LF 7,320 $0.10 $732.00 14 9999.0005 Chlorine 7 Pressure Testing (Excluding Geotech) 00 00 00 LF 7,320 $2.50 $18,300.00 TOTA, UNIT I: WATER IMPROVEMENTS $1,387,077.00 UNIT II: SANITARY SEWER IMPROVEMENTS 1 3331.4115 8" SDR-26 PVC Pipe 3311 10,33 LF 4,950 $118.00 $584,100.00 2 3331.5747 CSS 3311 10,33 LF 380 $100.00 $38,000.00 3 3305.0113 Trench Water Stops 33 05 15 EA 12 $2,760.00 $33,120.00 4 3339.1001 4' Dia Sanitary Sewer Manhole 33 39 10, 33 EA 22 $6,165.00 $135,630.00 5 3339.1001 4' Dia Drop Sanitary Sewer Manhole 33 39 10, 33 EA 2 $13,750.00 $27,500.00 6 9999.0007 Connect to Existing Manhole 00 00 00 EA 2 $2,420.00 $4,840.00 7 3331.3101 4" Sewer Service 3331 50 EA 91 $1,370.00 $124,670.00 8 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 4 $500.00 $2,000.00 9 3305.0109 Trench Safety 33 05 10 LF 5,330 $0.10 $533.00 10 9999.0008 TV, AIR & Mandrel Testing (Excluding Geotech) 00 00 00 LF 5,330 $3.00 $15,990.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $966,383.00 UNIT III: DRAINAGE IMPROVEMENTS 1 3341.0201 21" RCP, Class III 3341 10 LF 815 $112.00 $91,280.00 2 3341.0205 24" RCP, Class III 3341 10 LF 1,060 $123.00 $130,380.00 3 3341.0208 30" RCP, Class III 3341 10 LF 165 $153.00 $25,245.00 4 3341.0302 36" RCP, Class III 3341 10 LF 585 $191.00 $111,735.00 5 3341.0309 42" RCP, Class III 3341 10 LF 415 $242.00 $100,430.00 6 3341.0402 48" RCP, Class III 3341 10 LF 650 $285.00 $185,250.00 7 3341.1103 4x4 Box Culvert 7341 10 LF 530 $493.50 $261,555.00 8 3341.1203 5x5 Box Culvert 33 41 10 LF 575 $608.00 $349,600.00 9 3349.0001 4' Storm Junction Box 33 49 10 EA 17 $8,160.00 $138,720.00 10 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $10,560.00 $10,560.00 11 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $10,200.00 $10,200.00 12 3349.0004 7' Storm Junction Box 334910 EA 2 $11,280.00 $22,560.00 13 3349.5001 10' Curb Inlet 33 49 20 EA 17 $8,760.00 $148,920.00 14 3349.5002 15' Curb Inlet 33 49 20 EA 2 $9,960.00 $19,920.00 15 3349.7001 4'x4' Drop Inlet 33 49 20 EA 8 $7,200.00 $57,600.00 16 9999.0010 21" Sloped End Headwall 00 00 00 EA 1 $4,800.00 $4,800.00 17 9999.0010 48" Sloped End Headwall 00 00 00 EA 1 $8,400.00 $8,400.00 18 9999.0010 5x5 TXDOT SW-0 Headwall 00 00 00 EA 1 $10,560.00 $10,560.00 19 3137.0102 Large Stone Riprap, dry 31 3700 SY 130 $120.00 $15,600.00 20 3305.0109 Trench Safety 33 05 10 LF 4,795 $0.10 $479.50 21 9999.0011 Testing (Excluding Geotech) 00 00 00 LF 4,795 $3.50 $16,782.50 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,720,577.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Verema May 22, 2019 Completed Ft. Worth CFA &d Worksheet 00 42 43 DAP - Bm PROPOSAL Page 2 of 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposa Bidlist III Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 3213.0101 6" Conc Pvmt 32 13 13 SY 22,280 $ 54.05 $ 1,204,234.00 2 3211.0501 6" Lime Treatment 3211 29 SY 23,817 $ 3.15 $ 75,023.55 3 3211.0400 Hydrated Lime @ 30# / SY 3211 29 TON 358 $ 335.00 $ 119,930.00 4 3213.0302 5' Conc Sidewalk 32 13 20 LF 11,854 $ 38.50 $ 456,379.00 5 3213.0304 10' Conc Sidewalk 32 13 20 LF 2,416 $ 94.30 $ 227,828.80 6 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 8 $ 3,350.00 $ 26,800.00 7 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 28 $ 3,100.00 $ 86,800.00 8 9999.0012 Construct Concrete Header 00 00 00 LF 280 $ 15.00 $ 4,200.00 9 9999.0013 Install Stop Sign 00 00 00 EA 8 $ 95.00 $ 760.00 10 9999.0014 Install Street Name Blades 00 00 00 EA 14 $ 375.00 $ 5,250.00 11 9999.0015 6" Reim. Concrete (Parallel Parking) 00 00 00 SY 438 $ 54.05 $ 23,673.90 12 9999.0016 Install Type III End -of -Road Barricade 00 00 00 EA 12 $ 1,250.00 $ 15,000.00 TOTAL 1NIT IV: PAVING IMPROVEMENTS $ 2,245,879.25 UNIT V: STREET LIGHTING IMPROVEMENTS 1 3441.3301 Rdwy Ilium Foundation TY 1 3441 20 EA 31 $1,957.00 $60,667.00 2 3441.3341 Rdwy Ilium TY 11 Pole 3441 20 EA 31 $2,250.00 $69,750.00 3 3441.1633 Install Type 33B Arm 3441 20 EA 31 $398.00 $12,338.00 4 9999.0020 Streetlight Luminanire, R2 optics 3441 20 EA 25 $371.00 $9,275.00 5 9999.0020 Streetlight Luminanire, R4 optics 3441 20 EA 6 $371.00 $2,226.00 6 2605.3018 2" CONDT PVC SCH 80, Open Cut 26 05 33 LF 927 $21.50 $19,930.50 7 999.001 #6 XHHW Electrical Conductor 3441 20 LF 2,781 $2.71 $7,536.51 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $181,723.01 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Versma May 22, 2019 Completed Ft. Worth CFA &d Worksheet 00 42 43 DAP - Bm PROPOSAL Page 3 of 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidlist Item) Description Specification Unit of Bid No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: Treehouse Builders 15301 Spectrum Drive, Suite 275 Addison, Texas 75071 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Bidder's Proposal Unit Price I Bid Value BY: Kelly Dykes TITLE: Director of Land Development DATE: 10/16/2023 END OF SECTION $1,387,077.00 $966,383.00 $1,720,577.00 $2,245,879.25 $181,723.01 $6,501,639.26 150 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Versmn May 22, 2019 Completed Ft. Worth CFA &d Worksheet 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Twe" box provide the complete maior work tvpe and actual descri_ntion as _provided by the Water Department for water and sewer and TPW for paving. Major Work Type Water New Development Wastewater New Development Storm Drain New Development Concrete Pavement Construction Street Lights Contractor/Subcontractor Company Name Pennington Concrete & Utilities Pennington Concrete & Utilities Pennington Concrete & Utilities Chris Harp Construction, LLC Independent Utility Construction, Inc Prequalification Expiration Date 05/08/2024 05/08/2024 05/08/2024 09/28/2025 02/27/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Treehouse Builders BY: Kelly Dykes 15301 Spectrum Drive, Suite 275 v Addison, TX 75071 /l (Signature) TITLE: Director of Land Development DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 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 004526- l CONTRACTOR COMPLIANCE WMf WORKER'S COMPENSATION LAW Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104684 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: Treehouse Builders Company 15301 SPECTRUM DRIVE, SUITE 275 Address ADDISON. TX 75071 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Aa , 11L Ple a Print) Signature: Title: ,2e (Please Print) BEFORE ME, the �undersigned authority, on this day personally appeared K,fi 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 for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this %I day of My rt l\ , 202.H. MASON MXNEL#13 ORAADR906219 Notary {D /133906219 My commission E*m Notary Public in and for the State of Texas 4D August 12, 2026 END OF SECTION CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Oxenfree at West Oak 10468J DocuSign Envelope ID: E3E1BD9D-3lC3-4691-B8E5-226AB7FB4512 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT 3 2/29/2024 4 THIS AGREEMENT, authorized on is made by and between the 5 Developer, CORE PBSFR Developer, LLC, authorized to do business in Texas 6 ("Developer"), and _Treehouse Builders , authorized to do 7 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Oxenfree at West Oak 17 City Proiect #104684 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. Total working days for this contract are 180 22 days. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 180 working days the date when 25 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City 26 Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is not completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer Dollars ($500.00) for each day that expires after the time specified in 37 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Oxenfree at West Oak STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised June 16, 2016 DocuSign Envelope ID: E3E1BD9D-3lC3-4691-B8E5-226AB7FB4512 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of six million, five hundred one thousand, six hundred 41 thirty-nine 26/100 Dollars ($6,501,639.26). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH Oxenfree at West Oak STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised June 16, 2016 DocuSign Envelope ID: E3E1BD9D-3lC3-4691-B8E5-226AB7FB4512 005243-3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused, in whole or in part, 95 by anv act, omission or negligence of the citv. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Oxenfree at West Oak STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised June 16, 2016 DocuSign Envelope ID: E3E1BD9D-3lC3-4691-B8E5-226AB7FB4512 005243-4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 Contractor: Treehouse Builders DocuSigned by: B F y ��sfls3saea� ... (Signature) Kelly Dykes Kelly Dykes (Printed Name) Title: Director of Land Development Address: 15301 Spectrum Drive, Suite 275 City/State/Zip: Addison, TX 75071 2/29/2024 Developer: CORE PBSFR Developer, LLC By, rDocuSigned by: o��a PVct,;",.�,� 2.1.\. (Signature) Clifford Payne Cliff Payne (Printed Name) Title: Authorized Agent Address: 1643 N. Milwaukee Ave. 5th Floor City/State/Zip: Chicago, IL 60647 2/29/2024 Date Date 127 CITY OF FORT WORTH Oxenfree at West Oak STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised June 16, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006125 -1 CERTIFICATE OF INSURANCE Page 1 of I SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Northpointe, Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103273 Revised July 1, 2011 POLICY NUMBER: USPCL0080223 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization you have agreed in a written and executed contract, prior to an 'occurrence", that you would provide such person or organization a waiver of transfer of rights of recovery against others to us on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Print Date: 7/27/2023 CL 00 16 07 21 PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other Commercial General Liability insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other Commercial General Liability insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other Commercial General Liability insurance available to the additional insured. CL00160721 Print Date: 7/27/2023 POLICY NUMBER: USPCL0080223 COMMERCIAL GENERAL LIABILITY CG 20 12 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: Any qualifying entity when you have agreed in a written and executed contract, prior to an 'occurrence", that such qualifying entity be added as an additional insured on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision shown in the Schedule, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard". B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 12 12 19 Print Date: 7/27/2023 © Insurance Services Office, Inc., 2018 Page 1 of 1 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 0062 19- 1 MAINTENANCE BOND Page I of 3 I SECTION 00 62 19 Bond No. CMS0353584 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Tree house Builders. LLC known as "Principal" 8 herein and RLI insurance CornDanv , a corporate surety (sureties, 9 if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, CORE PBSFR Developer, I I LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas Two Million Three Hundred Fifty -Three Thousand 12 municipal corporation ("City"), in the sum of Four HundredSl and 001100 Dolipm 13 (S 2,353,460.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 15 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number 23-0098; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 29th day of February , 20 24 , which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Oxenfree at Fort Worth; and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH Oxenfree at West Oai STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS 10468R Revised January 31, 2012 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH Oxerrfree at West Oat. STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS 1046N Revised January 31, 2012 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 006219-3 MAINTENANCE BOND Page 3 of IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 28th day of 3 March 12024 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 ATTEST: by[D.c.S,gn.d bVa (IJl$Sl (Mdn ipal Secretary q�by[DS,gn.d br'( 1 CMS h� fitness as to Principal ATTEST: 4)s ��ecretary John P. Hp%ey Witness as to Surety Matthew Labno PRINCIPAL: Treehouse Builders,LLC BY: Signature Joseph Ball, Chief Construction Officer Name and Title Address: 15301 Spectrum Drive. Suite 275 Addison. TX 75071 SURETY: RLI Insurance Company BY: ( w , LPT SignAltur Josefina Rojo, Attorney -In -Fact - Name and Title Address: 9025 N. Lindbergh Dr. Peoria, IL 61615 Telephone Number: 800-645-2402 *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 Oxerrfree at West 0a i 104681 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA POWER OF ATTORNEY RLI Insuraance Company Contractors Bonding and Insurance Company 9025 N. Lindbergh Dr. Peoria, IL 61615 Phone: 800-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detach.d by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separitely and together, the "Company") do hereby make, constitute and appoint: Halev Anderson. John P. Harnev. Josefina Roio. Jacuuelvn M. Norstrom. Matthew Labno. Jessica Hernandez. iointly or severaliv in the City of Chicago . State of Illinois its true and lawful Agent(s) and Attorney(s) in fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, axy. and all bonds and undertakings in an amount not to exceed Twentv Five Million Dollars f $25.000.000.00 1 for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation, and is now in force, to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate time of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The coillporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporatiot i. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Sr. Vice President with its corporate seal affixed this 12th day of December 2023 _ RLI Insurance Company NG AND,H��,, i. SEXL if - State OJ •' Y. of Illinois �4LIN015 SS County of Peoria J Contractors Bonding and In nee Company r By: ��.. Eric Raudins Sr. Vice Pri rsident CERTIFICATE on this 121 day of December Z 7Z , before me, a Notary 1, the undersigned officer of RU Insurance Company and/or Public, personally appeared Eric Raudins who being by me duly sworn, Contractors Bonding and Insurance Company, do hereby certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in full force and effec . and is officer of the RLI Insurance Company and/or Contractors Bonding and irrevocable, and furthermore, that the Resolution of the Com )any as Insurance Company and acknowledged said instrtunent to be the voluntary set forth in the Power of Atwmey, is now in force. in te::timony act and deed of said corporation. whereof, I have herel mto se# 1ny hand and the seal of tl ie RLI Insurance Company and/or Contractors Bonding and Ing2rance Company this 23th day 9f. March 2024 By: RLI Insurance Company Jill A. Scott Notary Public XL A SCOTT Contractors Bonding and Insurance Company s� T e Notary Public w jo State ofOPslo By: !Ay Comm. Expires Jeffrey ism Corporate Se+ retary SeDte^Fber 22. 2025 1233387o20212 t ,0058D 19 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 006219-1 MAINTENANCE BOND Page I of 3 1 SECTION 00 62 19 Bond No. CMS0353585 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Treehouse Builders. LLC known as "Principal" 8 herein and RLI Insurance Companv , a corporate surety (sureties, 9 if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, CORE PBSFR Developer, 1 I LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas Four Million One Hundred Forty -Eight Thousand 12 municipal corporation ("City"), in the Sum of One, Hundred Sevens -Nine and 2611QQ Dollars 13 ($ 4,148,179.26 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 15 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number 23-0098; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 29th day of February , 2024 ,which Contract is 23 hereby referred to and a trade part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Oxenfree at Fort Worth; and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH Oxenfree at West Oab STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104684 Revised January 31, 2012 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 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 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised Ianuaty 31, 2012 Oxenfree at West Oaj : 10468,' DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA 0062 €9-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 28th day of 3 March 2024 . 4 5 6 7 8 9 to 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 ATTEST: Docusigned by: ��rmci l 1111t�pao Secretary �DocuSigned by: �lav�,s 1�i�ness as to Principal ATTEST: (S r ty) Secretary John P. Hrey ft&w Ott Witness as to Surety Matthew Labno PRINCIPAL: Treehouse Builders,LLC igriatuie Joseph Ball, Chief Construction Officer Name and Title Address: 15301 Spectrum Drive. Suite 275 Addison, TX 75071 SURETY: RLI Insurance Company BY: Sign,jtur Josefina Rojo, Attorney -in -Fact Name and Title Address: 9025 N. Lindbergh Dr. Peoria, IL 61615 Telephone Number: 800-645-2402 *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 atjthority 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 Oxenfree at West Oak 104684 DocuSign Envelope ID: 26F7163A-155B-4A2D-B21C-B88B8EEEEAAA POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company 9025 N. Lindbergh Dr. Peoria, IL 61615 Phone: 800-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be deta6ed by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together, the "Company") do hereby make, constitute and appoint: Halev Anderson. John P. Harnev. Josefina Roio. Jacauelvn M. Norstrom. Matthew Labno. Jessica Hernandez. iointly or severally in the City of Chicago , State of Illinois its true and lawful Agent(s) and Attorney(s) in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds and undertakings in an amount not to exceed Twentv Five Million Dollars ! $25.000.000.00 1 for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certifieJ that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation, and is now in force, tr^wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate rame of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as thr. Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Sr. Vice President with its corporate seal affixed this 12th day of December 2023 RLI Insurance Company .NG ArJp m"s''. ; 1`4cF Cp' Contractors Bonding and In nee Company SEAL . _ By: Eric Raudins Sr. Vice President 41 State of Illinois ILL mu's No SS County of Peoria CERTIFICATE On this 12th day of December 7. 23 before me, a Notary 1, the undersigned officer of RLI Insurance Company and/or Public, personally appeared Eric Raudi_ns . who being by me duly sworn, Contractors Bonding and Insurance Company, do herekN: certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in UI force and effect and is officer of the RLI Insurance Company and/or Contractors Bonding and irrevocable; and furthermore, that the Resolution of the Cons-oarly as Insurance Company and acknowledged said instrument to be the voluntary set forth in the Power of Attorney, is now in force. In testimony act and deed of said corporation. whereof, I have hereunto so nzy hand and the seal of tie RLI Insurance Company and/or Conlractorrs Bonding and Ina urance Company this 28th day of_ March- 2024 By: �t Cont actorsnce Bond Company aa4 Insurance Company Jill A. Scott Notary Public g y ALL x xorr Notary Public _ 3 State of Ohio By: `a'-:p� 0 4j�� lrjji�� MY Comm. Expires Jeffrey ►e Corporate Secretary r',T�. a °y w o September 12, 2025 1133387010712 A 0058D 19 APPENDIX GC 4.03 GEOTECHNICAL REPORT GR 01 60 00 STANDARD WATER AND STORMWATER PRODUCT LISTS 12 GEOTECHNICAL EXPLORATION OXENFREE AT WEST OAIC Off Academy Boulevard and White Settlement Road Fort Worth, Texas ALPHA Report No. W223180-revl June 6, 2023 Prepared for: CORE PBSFR ACQUISITION VEHICLE, LLC 1643 N. Milwaukee Avenue, Sth Floor Chicago, Illinois 60647 Attention: Mr. Mason Orradre Prepared By: ALPHA/'kTESTING A Universal Engineering sciences company A L PH A #\ T E S T I N G Geolechnical 5058 Brush Creek Road TEL: 817.496.5600 Construction A4rrteHals Fort Il'ortlr, Texas 76119 Fax: 817.496.5608 Bnvlrarunental wwmalphalesting.com A Universal Engineering Sciences Company TBPELS Finn No. 813 June 6, 2023 Core PBSI+R Acquisition Vehicle, LLC 1643 N. Milwaukee Avenue, 5th Floor Chicago, Illinois 60647 Attention: Mr. Mason Orradre Re: Geotechnical Exploration Oxenfree at West Oak Off Academy Boulevard and White Settlement Road Fort Worth, Texas ALPHA Report No. W223180-revl Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Mason Orradre on November 2, 2022 with the Consulting Agreement and performed in accordance with ALPHA Proposal No. 94205 dated November 1, 2022. Additional drilling for the east residential and retail development were requested and this additional work was authorized by Mr. Mason Orradre on November 10, 2022 and performed in accordance with ALPHA Proposal No. 94205-1 dated November 9, 2022. The propose of this revision is to provide reconmiendations for 2 inches of post construction seasonal movement, rather than 2 % inches previously reconnnended per the Client's request. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and constriction of residential foundations. ALPHA TESTING, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING, LLC June 6, 2023 Santosh Mahat, FIT Geoteclmical Project Manager SM/BJH/sm Copies: (I-PDF) Client 455i�1� i Brian J. Hoyt, P.E. Regional Manager 12 TABLE OF CONTENTS ALPHA REPORT NO. W223180-REVI 1.0 PURPOSE AND SCOPE.................................................................................................1 2.0 PROJECT CHARACTERISTICS....................................................................................1 3.0 FIELD EXPLORATION.................................................................................................2 4.0 LABORATORY TESTS.................................................................................................2 5.0 GENERAL SUBSURFACE CONDITIONS....................................................................2 6.0 DESIGN RECOMMENDATIONS..................................................................................3 6.1 Existing Fill and Demolition................................................................................3 6.2 Slab -on -Grade Foundations..................................................................................4 6.2.1 Subgrade Improvement Using Moisture Conditioning in ZonesII through V....................................................................................5 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade ....................6 6.4 Drainage and Other Considerations......................................................................7 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................8 7.1 Site Preparation and Grading................................................................................8 7.2 Foundation Excavations.......................................................................................9 7.3 Fill Compaction.................................................................................................10 7.4 Utilities..............................................................................................................10 7.5 Groundwater......................................................................................................11 8.0 LIMITATIONS............................................................................................................. I I APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W223180-revl 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC ("ALPHA") to evaluate for Core PBSF Acquisition Vehicle, LLC "Client' some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and laboratory tests performed on representative samples. Information from a preliminary study performed on the site (ALPHA Report No W220156-revl dated April 11, 2022) was reviewed for this study. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to develop a residential subdivision (Oxenfree at West Oak) on a tract of land located at the southeast corner of Academy Boulevard and White Settlement Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site generally consisted of a vacant property with scattered trees. Review of historical aerial images available from Google Earth@O indicates structures with associated parking and drives were previously demolished on the site. No information regarding previous development on the site was provided to us. Grading plans prepared by Kinney Horn and Associates, Inc. (KHA Project No. 069295104, sealed February 6, 2023, Sheet No. C23, C24, C25 and C33 through C38) indicates the site slopes down towards the southeast about 24 ft (Approximate Elevation 762 ft to 738 ft). The grading plans indicate cuts of up to 3 ft and fills of up to 6 ft will be required to achieve final grade in the building pad areas. ALPHA Report No. W223180-revI Present plans provide for the construction of new residences. The new structures are expected to create light loads to be carried by the foundations. It is also anticipated the new structures will be supported using post -tensioned slab -on -grade foundations designed for potential seasonal movements of 2 inches or less. No below grade slabs are planned. 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 46 test borings to a depth of about 15 ft. The borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on the Log of Boring sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for residential foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the undivided Goodland Limestone and Walnut Clay formation. The undivided Goodland Limestone and Walnut Clay formation generally consist of limestone and marl (limey shale) overlain with residual clay soils characterized by moderate to very high slrrinlc/swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay and/or shaly clay to depths of about 1 ft to 11 ft below the grormd surface underlain by limestone extending to the 15 ft termination depth of the borings. Subsurface conditions encountered in Boring 14 generally consisted of sand to a depth of about 2 ft below the ground surface underlain by limestone extending to the 15 ft termination depth of the boring. The upper 2 ft and 4 ft of clay encountered in Borings 1, 17, 24 through 29, 32, 33, 35, 38, 40, 44 and 45 were visually identified as fill material. More detailed stratigraphic information is presented on the attached Log of Boring sheets. The granrrlar materials (sand) encountered in Boring 14 are relatively permeable and are anticipated to have a relatively rapid response to groundwater movement. However, the clay, shaly clay and limestone encountered in the borings are considered relatively impermeable and is expected to have a relatively slow response to water movement. Therefore, several days of ALPHA Report No. W223180-rev I 12 observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was not encountered in the borings. However, it is common to encounter seasonal groundwater in granular and fill materials, from natural fractures within the clayey matrix, at the soil/rock (limestone) interface and from fractures within the rock (limestone), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following design recommendations were evaluated based on final grades as indicated on the grading plans referenced in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be provided with final grading plans prior to construction to verify appropriate design parameters are utilized for final foundation design. 6.1 Existing Fill and Demolition Existing structures were demolished at this site, as discussed in Section 2.0. In addition, as discussed in Section 5.0, existing fill was encountered to depths of about 2 ft to 4 It below the existing ground surface in Borings 1, 17, 24 through 29, 32, 33, 35, 38, 40, 44 and 45. Deeper fill could be encountered at other areas of the site not explored. It is not known if this fill was placed under engineering supervision with compaction records. If compaction records for this fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of foundations due to the risk of under -compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered fill as recommended in Section 6.2 or Section 7.3, as applicable. The excavated materials may be suitable for reuse as engineered fill provided they are free of organics, boulders, rubble, and other debris. Sorting and/or processing of the fill may be required if the fill is re -used. The lateral extent, depth and nature of the existing fill are not known. Test pits could be performed prior to construction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. Existing structures with associated parking and drives were demolished on the site prior to our study. Any soil disturbed due to removal of structures or foundations should be re -compacted in accordance with recommendations provided in Section 6.2 or Section 7.3, as applicable. All I ALPHA Report No. W223180-rev 1 12 foundation elements of existing or previously demolished structures should be removed or cut off at least 1 ft below finished grade or 1 ft below the new structural elements, whichever is deeper. All abandoned utility lines should be removed. 6.2 Slab -on -Grade Foundations Slab -on -grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade beams bearing on undisturbed cuts in native clay soil, on limestone, on fill placed as recommended in Section 7.3 or on moisture improved soil placed as recommended in Section 6.2.1. Grade beams should bear a minimum depth of 18 inches below final grade and should have a minimum width of 10 inches considering the recommended bearing capacity. To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post - tensioned reinforcement). It is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I through V and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A. IVITNIMAI Estimated Potential Seasonal Movements and Recommended Subgrade Improvement ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE ZONE MOVEMENT, MOVEMENTS TO 21NCHESI INCHES I Up to 2 Not Required II Up to 5 4 ft of Moisture Conditioning III Up to 6 6 ft of Moisture Conditioning IV Up to 7 8 ft of Moisture Conditioning V More than 7 10 ft of Moisture Conditioning ALPHA Report No. W223180-revI 12 Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of material used to raise the grade is higher than 50, potential movements could be higher than our estimates. Potential movements estimated for slab foundations in Zones II through V (see Figure 1 for delineation of Zones) are considered outside normal design tolerances. Movement of slab foundations in these zones could be reduced to not more than 2 inches if the upper 4 ft to 10 ft of on -site soils and new fill below final grade are moisture conditioned and then covered with an impermeable plastic barrier (polyethylene sheeting). Moisture conditioning recommendations are provided in Section 6.2.1. In choosing moisture conditioning as a method of slab movement reduction, the Client is accepting some post construction movement of slabs (about 2 inches). Therefore, the Client understands and acknowledges that in the geographical region covered by this report, a potential movement of inches is considered a reasonable compromise between foundation design and constriction cost and the amount of allowable movement of the foundation. Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed within the building pad designated on the referenced project grading plans. The purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation, and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, ALPHA should be contacted for additional design recommendations. 6.2.1 Subarade Imurovement Using Moisture Conditioninu in Zones II throuali V Estimated potential movements of slab foundations in Zones II through V could be reduced to about 2 inches by moisture -conditioning the uppermost 4 ft to 10 ft below final grade as recommended in Table A. 5 ALPHA Report No. W223180-revl 12 The transitional depth of limestone was relatively extreme in some areas of the site. Therefore, we expect limestone could be encountered in some of the moisture conditioned excavations prior to the recommended depth of moisture conditioning, particularly at zone boundaries. It is not required to over -excavate limestone to install moisture conditioned soil. Moisture -conditioning consists of over -excavating (where necessary) and/or filling with on -site soil that is compacted at a "target" moisture content at least 5 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). Some of the onsite soils with a lower plasticity index may require compaction at a moisture content closer to optimum. ALPHA should verify any deviation from the nrininrurn required 5 percentage points above optinmrn during construction. The moisture -conditioned soil should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density. Moisture -conditioning with on -site soil should extend throughout the entire building pad area and at least 5 ft beyond the perimeter of the designated building pad (as indicated on the referenced project grading plans). Following completion of moisture -conditioning and placement of the plastic sheeting, estimated movements in Zones II through V should not exceed about 2 inches. The purpose of moisture -conditioning is to reduce the free swell of the moisture - conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify that the "target" moisture content for moisture -conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to I percent or less. Moisture conditioning should be observed and tested on a full time basis by a representative of ALPHA to verify the moisture conditioned clays are placed with the proper lift thiclaress, moisture content, and density. 6.3 Post-Tensionine Institute. Design of Post -Tensioned Slab -on -Grade Table B contains information for design of the post -tensioned, slab -on -grade foundations. Design parameters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool I{it, Inc. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 2 inches Irr Zone I and after subgrade improvement in Zones lI through V as recommended in Section 6.2 Edge Lift Center Lift Edge Moisture Distance (e... ), 8 4.0 7.2 1 Differential Soil Movement (y,,,), inches 1.6 (swell) 1.2 (Shrink) l 6 ALPHA Report No. W223180-revl ♦\ I 6.4 Drainaue and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures to prevent pending of water around the foundations. Final grades within 5 ft of the strictures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 ft from the completed structures. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Pending of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. • The root systems from existing or recently removed trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with at -grade slabs (including but not limited to foundations, driveways, porches, patios, and sidewalks) should be removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should be backfrlled with engineered fill as described in Section 7.3. Trench backfrll for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfrll is used for most utility lines, the backfrlled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfll and entering beneath the structure. ALPHA Report No. W223180-rev I ®\ 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Existing fill was encountered to depths of about 2 ft to 4 ft below the existing ground surface in Borings 1, 17, 24 through 29, 32, 33, 35, 38, 40, 44 and 45. Although not encountered in the borings, existing fill materials can 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, extent and composition of existing fill at this site. ALPHA would be pleased to provide this service if desired. Limestone was encountered within 4 ft of the ground surface in several borings. Limestone could be encountered during general excavation and grading at this site. The limestone encountered in the borings was hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or saw cutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting slab foundations, pavement, flatwork or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well -compacted material as outlined in Section 7.3. ALPHA Report No. W223180-rev 1 12 • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and reconrpacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Constriction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. ALPHA Report No. W223180-revI �\ 7.3 Fill Compaction The following are recommendations pertaining to general fill compaction. Moisture conditioned soil should conform to the recommendations provided in Section 6.2. 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. Non -plastic granular materials (sand) should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 2 percent below to 1 percentage points above the material's optimum moisture content. Compaction of these soils is very sensitive to moisture content and these soils are prone to pumping when too wet and nutting when too dry. 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, tine fill/backfill below 10 It 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/backfrll 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 rninhnum dry density. Field density and moisture content tests should be performed on each lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be 10 ALPHA Report No. W223180-revl 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 tune of up to about I to 2 percent of the total fill thickness. This should he considered when designingpavenrent over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Free groundwater was not encountered in the borings. However, from our experience, shallow groundwater seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. Where groundwater is encountered in granular soils, sump pits may not be adequate to control seepage and supplemental dewatering measures may be necessary to control groundwater seepage. Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted casings and well points. hi 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 encountering seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and reconnrendations,prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design ALPHA Report No. W223180-revl 12 representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commiencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 12 APPENDIX ALPHA Report No. W223180-revl �\ A-1 METHODS OF I+IELD EXPLORATION Using standard rotary drilling equipment, a total of 46 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure IA and 113. The test boring locations were staked using a handlield GPS unit or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. Texas Department of Transportation Texas Cone Penetration (TCP) tests were completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3- inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hannner required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method TEX 132-E). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. u +4 %i k�li Y �g0�'. a I I I pe° it i I j' dY§'a 1 M h } �e GEOTECHNICAL EXPLORATION OXENFREE AT WEST OAK OFF ACADEMY BOULEVARD AND WIIITE SETTLEMENT ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W223180-Iev1 ALPHA f%%TESTING WHERE IT ALL BEGINS FIGURE I BORING LOCATION PLAN 6 a tt i e it F3-38 , _ m `j > B-41 ! I,B44_� i APPROXIMATE PRELIMINARY BORING LOCATION (1V220i56-REVI) 0' APPROXInIATE ➢ORINGLOCATION ZONE III LONE[ ZONE IV ZONE II I® S: ZONE V ALPHA Report No. W223180-revI �\ B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geoteclnrical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected soil samples to evaluate the soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the attached boring logs. ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Data: Drilling Method: o 0 5058➢rashCteekRd. BORING NO.: 1 Pori Monk Tears 76119 Sheet 1 of 1 Phone: 817-496-5600 Far: 817-496-5608 PROJECT NO.: W220156 wwm.nlphatesting. coin Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS V On Rods (it): NONE *After Drilling (ft): DRY *After_ Hours if[): MATERIAL DESCRIPTION Light Brown CLAY with calcareous deposits and limestone fragments - FILL Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs I in): 170 / 24 c d C o H Z o y m m C) cfn v v E a o0 c� of cm �o �a ° .5 E d E m� n-N CI'-' U as _m 4.25 13 1.0 100 1.5" 12.0 1001 2" 100( 1 100/ 20.0 , 0.875 A L P H A /X T E S T I N G so58lirushGs76 BORING NO.: 2 Fas li'at th, Texas 76!!9 Sheet 1 of 1 Phone: 817-496-5600 Far: 817-496-5608 PROJECT NO.: W220156 WHERE IT ALL BEGINS it%i,.alphntesting.cau Client: Core Spaces Location: Fort Worth, Texas Project: 63 Acre Residential Development Surface Elevation: Start Date: 1/21/2022 End Date: 1/21/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs I in): 170 / 24 GROUND WATER OBSERVATIONS a c `�' E rn > m Sj,On Rods (fl): NONE F �, o m U� m) v Cc m ar mN n o. ZAfter Drilling (it): DRY a ox z U o o c o� aroo L° After Hours (ft): a�i U" p' a o N p" o. m in C0 0CL X ac a c p) zo j F MATERIAL DESCRIPTION Light Brown and Dark Brown CLAY with calcareous deposits and limestone fragments - FILL — — 4.5+ 12 42 19 23 _ 2.0 Dark Brown CLAY with limestone fragments 3.75 26 60 23 37 0;�4 3.0 Tan LIMESTONE with clay seams and layers 100/ 4" 5 4 175" 10 2. _ 12.0 Tan CLAY with limestone fragments Im/z 3.5 16 48 16 32 5 16.0 Gray LIMESTONE with shale seams 100/ _20 20.0 L 1.25" TEST BORING TERMINATED AT 20 FT ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 By Creek Rel. BORING NO.: 3 Fat JI'm th, Terns 76119 Sheet 1 of 1 Phone.• 817-496-5600 Fav: 517-496-560,1 PROJECT NO.: W220156 wrvrv, d(phalesting, can Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: M GROUND WATER OBSERVATIONS w ,L7On Rods (fP�: NONE U :E .ZAfter Drilling (ft): DRY After_ Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments —j Tan LIMESTONE with clay seams and layers 5 _10 Gray LIMESTONE with shale seams 15 , _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170124 'o C� n E m > .c m X H Z`❑ U� N 3 0 E E OU (r Oz 0_� C� D_N Oya U Q N y rn Z a 4.0 16 50 20 30 2.0 100/ 1.75" 11 100/ 10.0 . )100/625 100/ 20.0 125" A L PH A #XTESTING sos8ltruM, Tea76 BORING NO.: 4 Farr I1�orlATernss 76119 Sheet 1 of 1 Phone: 817-496-5600 Far: 817-496-5608 PROJECT NO.: W220156 WHERE IT ALL BEGINS unvw.nlphatestlng.com Client: Core Spaces Location: Fort Worth, Texas Project: 63 Acre Residential Development Surface Elevation: Start Date: 1/21/2022 End Date: 1/21/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (the / In): 170124 GROUND WATER OBSERVATIONS m a c a�i E ,9 w �On Rods (ft): NONE fT Z`p o w dw U �U) � E -� a oZAfter Drilling (ft): DRY c f a o a m fiW _*After_ Hours (ft): C7 X(o 0m00Z C m m MATERIAL DESCRIPTION Dark Brown CLAY 4.5+ 26 2.0 Brown CLAY with limestone fragments — — j 4.5+ 9 39 15 24 —5—j 4.5+ 14 6.0 Tan LIMESTONE with clay seams and layers 100/ 10 2.25" 100/ 15 _ 16.0 Gray LIMESTONE with shale seams 100/ 20 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT ALPHA/TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Bt ush a eek Rd. BORING NO.: 5 Fort North, Terns 76119 Sheet 1 of 1 Phone: 817-496-5600 Farr 817-496-5608 PROJECT NO.: W220156 motwlphatrsling.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: M GROUND WATER OBSERVATIONS w VOn Rods (ft): NONE U ' -*After Drilling (ft): DRY After_ Hours (ft): (D MATERIAL DESCRIPTION Brown CLAY with limestone fragments - FILL --A Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 v0 f0r,Ooer- Ua 2` � Wo d aN pE U 'a� mUa 3 ou) a n � Z 4.0 24 47 20 27 2.0 3.5 27 71 23 48 4.0 100/ .25 100/ 1.75" 12.0 100/ 20.0 , 0.75" ALPHA/TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: o cD 5058 R,vsh creek Rd. BORING NO.: 6 Fo,t lf'oi th, Tams 76119 Sheet 1 of 1 Phone: 817-496-5600 Faw 817-496-5608 PROJECT NO.: W220156 wwmalphotesting.corn Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/2112022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE -*After Drilling (ft): DRY -*After_ Hours (fll: MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170124 c v._ ri E m T o O N a: U c'.� '>>w _ E E0. c a o E "� d� op cd dN n 3 �n n na a z o 3.5 12 1.0 11 12.0 00/ 1T. 1" 100/ 100 100/ 66 62 100/ 20.0 , ).875' A L P H A fX T E S T I N G 5058IdrushCreek 76Rd. I%a1 li'a1h, Texas 76119 Ph6ie.• 8I7-496-5600 BORING NO.: Sheet 1 of 1 Far: 8I7-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wintwilPhalesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS M .,2 S7On Rods (ft): DRY U s ZAfter Drilling (ft): DRY m m Hours (ft): o � -*After MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and calcareous nodules - FILL 4.0 Brown CLAY with calcareous nodules Tan LIMESTONE Hammer Drop (Ibs I in): E N L N > y U� d E E D o N 'OLN $ e aEo O 3 Oi u�c � N -� aE c( D Z o 2.0 1.4 103 20 H 100/ 1.5" 100/ 15.0 TEST BORING TERMINATED AT 15 FT 4.25 22 74 24 50 0.5 3.0 21 A LPN A X T E S T I N G 5058 Brush Creek, Rd. Phone: Sl7-d96-5600 Pho e: 81 , 496-5 00 BORING NO.: 2 Sheet 1 of 1 Fay: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS 11'wrt'•111phatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 1211/2022 West: n.nnnn neafh„.1• CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS m -°t QOn Rods (it): DRY U 'c ]After Drilling (ft): DRY o _*After Hours (ft): MATERIAL DESCRIPTION Tan and Gray SHALY CLAY 5.0 Tan LIMESTONE with clay seams Gray LIMESTONE Hammer Drop (Ibs / in): o._ a E� o F m U o 3 m y > a oof cz E of cm `c Lo n. A ° U E U 0 a°i N C) � ti) c 865 d Z ° 'r a a ° a = o- 2.0 0.8 104 22 100/ 15.0 , TEST BORING TERMINATED AT 15 FT 4.5+ 11 36 16 20 0.3 4.5+ 14 ALPHA /TESTING soilnloh,Texg76 1%a9 110r11r, !•erns 76119 Phone: 817-496-5600 BORING NO.: 3 Sheet 1 of 1 Par: 317-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wrr'�r'•olphntesliug.coin Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/l/2022 End Date: 12/1/2022 West: Drilling Method; CONTINUOUS FLIGHT AUGER North: rn GROUND WATER OBSERVATIONS w VOn Rods (ft): DRY U :E ZAfter Drilling (ft): DRY o4After_ Hours (ft): Cn MATERIAL DESCRIPTION Z1 Dark Brown CLAY with calcareous deposits Tan weathered LIMESTONE with clay seams Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 'off Y n E > rn o co o. 0cB z E j0 ,N cp Np o mEro um3i of u) o ot z 'E a o a � 4.5+ 33 52 39 13 2.0 100/ 2" 100/ 13.0 100/ 15.0 0.51. ALPHA /TESTING WHERE IT ALL BEGINS 5058 Rtush C7eek Rd. BORING NO.: 4 Fort North, Teams 76119 Sheet 1 of 1 Phone: 817-496-5600 Far. 817-496-5608 PROJECT NO.: W223180 w¢w, a 1phatesting. c om Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfre , at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS 'a E� m m rn d V On Rods (f11: DRY F Z`p o N ^� CO)a �� _ m E J c o U t =After Drilling (ft): DRY o. ad o o m o E t o� roo Za 0 o = Hours (ftl: E w� c)D UN a o o" rn rj -*After cna z a a D MATERIAL DESCRIPTION %, Dark Brown CLAY . 5 Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 7.0 100/ 1" 13.0 15.0 100. 0.5./ 3.75 33 4.5 25 4.5+ 14 41 17 24 0.0 4.5+ 15 5o581AusheRd. BORING NO.: 5 A L PH A /%ort 11'orth, Texas 76119 Sheet 1 of 1 #NTESTING Phone: 817-496-5600 ray: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphntestiug.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/212022 End Date: 12/212022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs I In): o GROUND WATER OBSERVATIONS E a: s > rn X w S70n Rods (it): DRY FT vp o J £ L ZAfter Drilling (it): DRY a ad o o E �5� mg E Hours (it): m� tj'� a o as o" Q •y o O _TAfter a - MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules 4.0 Tan CLAY with calcareous deposits M. Tan LIMESTONE with clay seams 100/ 100/ 15.0 TEST BORING TERMINATED AT 15 FT 2.25 24 2.75 25 4.5+ 14 39 18 21 0.7 ALPHA #NJESTING 50587bush 6. Port il'orUb Texas Terns 76119 Phone: 817-496-5600 BORING NO.: 6 Sheet 1 of 1 Fay: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS Wwutnlphatesliug.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drillin Method; CONTINUOUS FLIGHT AUGER North: g m GROUND WATER OBSERVATIONS L7On Rods (ft): DRY 0 S :c ,ZAfter Drilling (ft): DRY After_ Hours (ft): ❑ O MATERIAL DESCRIPTION 49,, Tan and Gray CLAY Tan weathered LIMESTONE with clay seams Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): c G E Ems. > rn e v a NN d U a oO 0° of cm mo Za 0d 0 d cC aN per. U Q m y _ --' ° a- 4.5 19 50 22 28 2.0 7.0 1 100/ 100 100/ 1.5" 100/ 15.0 , 1 A L PH A /N T E S T I N G 3058 Brush Creek Rd FOrt Phone: h, Teens 817-496-5600 BORING NO.: 7 Sheet 1 of 1 Far. 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS 1MI'+ alphatestiug.com Client: Core PBSFR Acquisition Vehical. LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 121212022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS L7On Rods (fl): DRY U = After Drilling (it): DRY oE E 1_[After_ Hours (it): O MATERIAL DESCRIPTION Tan and Gray CLAY with calcareous deposits _15 Hammer Drop (lbs / in): ri E x rn d F Z o0 m� U si >>� 0 E E Off 3 0E -Oy 1� >U'•' E J 0 >C7 0 rn m a n.N O a U o' m m .N (� rn a a to ; E 4.0 Tan LIMESTONE , 100/ V. Gray LIMESTONE TEST BORING TERMINATED AT 15 FT 13.0 I 4.5+ 2.4 117 14 47 17 30 4.5+ 14 2.1 eek So58/Jn(shCexaE76 BORING NO.: S A L P H A#\TESTING l>aT li'a(Td, Tecns 76l l9 Sheet 1 of 1 Phone! 817-496-5600 rac: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS mmwilphates(ing.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs I in): GROUND WATER OBSERVATIONS 'off E� w m 3 QOn Rods (ft): DRY H iro o" m W O U rn0 c .E J "O £o U t Drilling f N Ca EN OLAAfter g '*AfterHours (ft): �a O a." o�' 0m rn _DRY O oov z ig o. MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.25 20 63 21 42 2.5 14 3.0 Tan LIMESTONE 100/ 1.5" 5 100/ 10 13.0 _ Gray LIMESTONE 100/ T. 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA #*XTESTING eek 505S13rusAGxas76 1•'av li'or�Ur, Texas 76119 Phone: 817-496-5600 BORING NO.: 9 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS upmIl.alPhatesting,eom Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g GROUND WATER OBSERVATIONS VOn Rods (it): DRY U Y r ZAfter Drilling (it): DRY m m o C1After_ Hours (fi): C9 _ MATERIAL DESCRIPTION Tan and Gray CLAY with calcareous nodules Tan LIMESTONE with clay seams 5 Gray LIMESTONE Tan LIMESTONE 10 . Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs I in): ECo _ H N m Uc�'.. r N❑ o 3 m Y N -0Y Nco 00; d} a.� U U 3 E oa cd On Q m Co 0 a 86 Z a. 4.0 15 4.0 100/ 1.5" 6.0 1 8.0 100/ 11.0 100/ 15.0 1 4,5+ 16 53 18 35 1.3 A L P H A �'k T E S T I N G 5058 Brush Creek Rd. Fort Worth, Terns 76119 Phone: 517-496-5600 BORING NO.: 10 Sheet 1 of 1 Far: 517-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wivitwipholes'ting.cont Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/212022 End Date: 1212/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 rn GROUND WATER OBSERVATIONS QOn Rods (it): DRY U m=After Drilling (it): DRY o _*After Hours (ft): MATERIAL DESCRIPTION Tan CLAY with limestone fragments Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / In): N a C E N a O y ro O c.01 >U m E E J a o O �U :C C J E a a N rA N� On a N O O 0 z N J °' a ri ? 2.0 21 43 19 24 2.0 100/ k ill H 9.0 100/ 100/ 0.5" 15.0 ALPHA #NTESTING So581bvshc,76119 6 Fort I10rth, Teamsxas761 t 9 Phone: 817-496-5600 BORING NO.: 11 Sheet 1 of 1 Far. 8/7-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwmalphatesting.con, Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/212022 End Date: 12/2/2022 West: nrillinn Mathnri' CONTINUOUS FLIGHT AUGER North; GROUND WATER OBSERVATIONS Q,On Rods (ftl: DRY *After Drilling (it): DRY *After_ Hours (it): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules - with limestone fragments below 7 FT Tan LIMESTONE TEST BORING TERMINATED AT 15 FT EN 15.0 Hammer Drop (Ibs I in): c d Q E� > o> axi a o0 �� of �j a. Z ❑ o- 100/ 1" 2.0 25 2.75 27 4.5+ 1.9 96 21 75 25 50 6.4 4.5+ 22 ALPHA #XTESTING For[ 11'or1L, Terns 76119 Fort lfonh, Texas 76 Phone: 817-496-5600 BORING NO.: 12 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS Phn[erting.cont Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS „�-, rn V On Rods (ft): DRY U ZAfter Drilling (ft): DRY '*After_ Hours (fl): o cD MATERIAL DESCRIPTION j TanCLAY with calcareous deposits and rock fragments Tan LIMESTONE 5 , -to - Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): c Eov t x UL c'N m m E J -c o m� 03 Ym N C J Uo 02D �O aN Dn C1 U 3 a =� @ Z a n. D o. 3.0 2.3 111 20 50 16 34 3.0 n 13.0 100/ 100/ 15.0 , 4.5+ 13 0.5 A L PH A #*XTEST I N G SO.f877rnshCaws76 Fort Ii'orth, Taws 76119 Phone: 817-496-S600 BORING NO.: 13 Sheet 1 of 1 F«v: 817-496-5605 PROJECT NO.: W223180 WHERE IT ALL BEGINS wiviv,alphatesting.coni Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11129/2022 West: nrillinn Mathn9• CONTINUOUS FLIGHT AUGER North _5_ _15 GROUND WATER OBSERVATIONS C7On Rods (ft): DRY ZAfter Drilling (ft): DRY *After_ Hours (ft): MATERIAL DESCRIPTION Tan CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): 'oF C a E H Z Q `o y v« U� c'01� y i u�iE E J D o a� go: oa a o oN per" O '� 3 O E c aN o a ,c Z J d� W a a 0 Z a 21 44 20 24 1.0 1I0 " 100/ 100/ 15.0 L 0.5" 50581fotshGrs76 BARING NO.: 14 A L PH A Fart li'a4G, Texas 76119 Sheet 1 of 1 #\TESTING Phone: 817-496-5600 Fac: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wiviv alphalesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs I in): rn WATER OBSERVATIONS 'o E m > rn m QOn Rods (it): DRY CovGROUND F 0 s a a ZAfter Drilling(ft): DRY 3 a oae Cz 00 0 o 2 Hours (ft): E m c" 0. = o _*After_ toa UN z a a ? MATERIAL DESCRIPTION Tan SAND — — 16 _ 2.0 Tan LIMESTONE — , 100/ 5 100/ 0.5" 10 _ 12.0 Gray LIMESTONE 100/ , 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA � T E S T I N G 5058 Brush G'eek Rd. Forl lf'o,lh, Terns76119 Phone: 817-496-5600 BORING NO.: 15 Sheet 1 of 1 rau 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wn'u'.niphatesling.cow Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/2912022 End Date: 11/29/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North- 9 GROUND WATER OBSERVATIONS S7On Rods (ft): DRY 0 a n ZAfter Drilling (ft): DRY o _*After Hours (ft): MATERIAL DESCRIPTION Tan CLAY with rock fragments and calcareous deposits Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 2' a�d Co of °�'oi mo Za o a m 3 E eOf O� O o_ c � m m N c C oN ° e z .0 d a a n D o 3.0 21 31 17 14 2.0 100/ 1" 100/ 13.0 100/ 15.0 A L P H A #XTESTING 5o58I3reshG76 Rd, Fort II'o, (h, Texas 761 /9 Phone: 817-496-5600 BORING NO.: 16 Sheet 1 of 1 rac: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS in"u%alPhatesling.cow Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method; CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS M 0�. VOn Rods (ft): DRY 0 :E ZAfler Drilling (ft); DRY m Hours (ft): o O _*After_ MATERIAL DESCRIPTION Brown CLAY 4.0 Tan CLAY with limestone fragments M-4 Tan LIMESTONE Hammer Drop (Ibs I in): c Ci E N s x T e ul 0'.0>-' .� d E E 2 y m U 0 o. m o o f c m moo Z,a o a` E 00 uof oa U oN 6 IM a)O� a n. z o- 3.5 1.3 99 23 12" 100/ 15.0 1.5' TEST BORING TERMINATED AT 15 FT 2.5 28 52 21 31 0.5 3.5 24 eek 5ortinorshCexas76 BORING NO.: 17 A L P H A l-aT O'orth, Terns 76/79 Sheet 1 of 1 #kTESTING Phone: 817-496-5600 T•ar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS ii,itit'.edphntes7ing.coni Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs I in): GROUND WATER OBSERVATIONS m E� ri E m s axi w On Rods ft): DRY F iro o ;, o _."' �c E 5 0 Drilling (ft): DRY a a� c� oo Cam' ao L! n n .ZAfter @ VAfter_ Hours (ft): E 0 U" o' U 0" "' a N o O °: m m a 6 �N z` °' m a MATERIAL DESCRIPTION Brown and Tan CLAY with limestone fragments - FILL _to _15 Dark Brown CLAY with calcareous nodules Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 100/ 100/ 15.0 2.5 24 4.0 17 52 16 36 4.25 25 79 26 53 4.1 So58➢rushCreek BORING NO.: 18 A L PH A v76 Fort lilorth, Texas as76119 Sheet 1 of 1 #\TESTING Phone: 817-496-5600 Farr 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphalesting.cout Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs I in): GROUND WATER OBSERVATIONS 'o E s L70n Rods {ft1: DRY T o F `4—' `o ° U N �0' � ya ,. E E -= o a n ZAfter Drilling (fl):DRY vo¢ U8 •� N m '*After Hours (ft): U oo a y 3 O Ij of Z? m d a MATERIAL DESCRIPTION j Tannish Brawn CLAY with limestone fragments 3.75 21 45 22 23 _ 1.0 Tan LIMESTONE 100/ 1.5" 5 100/ 1.5" 10 13.0 _ Gray LIMESTONE , 100/ 15 15.0 TEST BORING TERMINATED AT 15 FT A L P H A #%tTEST I N G JOSS Bnesh Creek Rd Po,t "'°,th, Te.,ns 76119 Phone: 817-496-5600 BORING NO.: 19 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS invuw1phatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: nrnr„. nea+hM- CONTINUOUS FLIGHT AUGER North: O (9 GROUND WATER OBSERVATIONS V On Rods (it): DRY ZAffer Drilling (it): DRY ]After_ Hours (it): MATERIAL DESCRIPTION Tan CLAY with limestone fragments Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs I in): m a� E� O R c'.°' a o0 ao of °�'M mo �a. .5 m U ¢.N p" U 0 Q I 0 3 N A un C m 0- a O z � .0 m a a° ?u D 15 36 16 20 1.0 1001 1.5" 100/ 12.0 100/ 0.5" 15.0 A LPN A fX T E S T I N G FcStWorthCreek exas7Rd. Fort North, Terns 761/9 Phone: 817-496-5600 BORING NO.: 20 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wum alphnrestfng.corn Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11129/2022 West: nomnn mmhm- CONTINUOUS FLIGHT AUGER North: rn GROUND WATER OBSERVATIONS aOn Rods (ft): DRY U ZAfter Drilling (ft): DRY m m o After_ Hours (ft): MATERIAL DESCRIPTION Tan and Gray CLAY with calcareous deposits ROJ Tan LIMESTONE 13.0 Light Gray LIMESTONE 15.0 , TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): > m O N 00 c J U� O� a0 G� dN On U N N !n 100/ 100/ 3.5 0.9 108 18 2.5 16 33 14 19 0.0 3.25 17 A L PH A #\TESTING ek Rd 505817mhGeas76 Fa4 llbrth, Texas 76/19 Phone: 817-496-5600 BORING NO.: 21 Sheet 1 of 1 Far. 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wivii-wiphntesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: nrininn Mnth,1- CONTINUOUS FLIGHT AUGER North: o cD GROUND WATER OBSERVATIONS V On Rods (ft): DRY *After Drilling (ft): DRY -*After_ Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with rock fragments Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / In): c d c m e x mo a E o� � �o o.o of �m c a.N Za pY� U -o u 2.5 27 54 19 35 2.0 100/ 1 13.0 100/ 1.1 15.0 A L PH A /X T E S T I N G 5o9slbushCreek exas70Rd. Fort IVa1d, Terns 76119 Phone: 817-496-5600 BORING NO.: 22 Sheet 1 of 1 ray: 817-496-S608 PROJECT NO.: W223180 WHERE IT ALL BEGINS int,malphalesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/212022 End Date: 12/212022 West: Drillinn Me-thnd: CONTINUOUS FLIGHT AUGER North: 0 U GROUND WATER OBSERVATIONS ,S7 On Rods (it): DRY *After Drilling (it): DRY *After_ Hours (it): MATERIAL DESCRIPTION Tannish Brown CLAY Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): m Dc w d E� > rn o axi t� Z' o y m U� c'.01 NaN 0 a a 2 Cm Co_N 2 UE 3n W - oz,� 00 @" rL o 3.0 18 49 16 33 2.0 100! 2' 100! 1.5" 11.0 100/ 15.0 L A L P H A/\T E S T I N G eek 5orlWorshGxas76 Ra'! 1Vor(G, Terns 76l79 Phone: 817-496-5600 BORING NO.: 23 Sheet 1 of 1 rav: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphatesting.corn Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: ❑rillina Methnd• CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS QOn Rods (ft): DRY -*After Drilling (ft): DRY '*After_ Hours (ft): MATERIAL DESCRIPTION Tannish Brown CLAY with limestone fragments Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): c E o F Z mom' v .°' m E E a o Ou, c a E w� U� dx c m Q.N a min Z 2.0 24 49 17 32 2.0 10 10 5" 100( 13.0 100 15.0 / 5058 BORING NO.: 24 ALPHA T E S T ING FonWousGCr-vas76 Fort IYorlG, To76119 Sheet 1 of 1 #N Phone: 817-496-5600 Farr 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS ww"w1phatesling.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/312022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS 'd E� m S70n Rods (ft): DRY F Zo o a n ZAfter Drilling (ft): DRY a aq� c� oo > C C� ao �a J � m jAfter Hours (ft): m cO" 3 cj o o O N rr m `m o(n z m a a L ( 3 MATERIAL DESCRIPTION Tan and Brown CLAY with rock fragments - FILL - l� Dark Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams 5 10 Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT ow 4.0 100/ 1.5" I 12.0 100/ 1.5" 1001 15.0 0.5" 2.0 18 3.75 26 65 23 42 0.5 ALPHA #\TESTING 5058Brush Creek, Fml )1'arth, Terns 7fil19 exas76 Phone: 817-496-5600 BORING NO.: 25 Sheet 1 of 1 Par: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS nwmalphalestlug.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3I2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS rn SZOn Rods (fb: DRY U L .ZAfter Drilling (ft): DRY m m JAfter_ Hours (ft): 0 (D MATERIAL DESCRIPTION Brown and Tan CLAY with limestone fragments - FILL Dark Brown CLAY with calcareous nodules _5 Tan SHALY CLAY with calcareous deposits _j —j 10 j Tan LIMESTONE Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs I In): E E N > .0 _m 0 _ E N o FT Z' o p,�/+ o 3c o a J m E c�iw oa V a m of c u(� 0 6 z 2 a m o_ a a = 4.5+ 27 4.0 6.0 10, 13.0 15.0 k 100/ 4.5+ 20 46 23 23 0.3 4.5+ 22 4.5+ 12 38 19 19 0.1 4.5+ 16 A L PH A#\TESTING S08Bmsh Creek Rd. Port Phonee:: 8117 TTexas-d96-S600 BORING NO.: 26 Sheet 1 of 1 Fax: 817-496-S608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphatesting.cow Client: Core PBSFR Acquisition Vehical. LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/2812022 End Date: 11/28/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 ❑ G GROUND WATER OBSERVATIONS C7On Rods (ft): DRY -*After Drilling (it): DRY 4After Hours (ft): MATERIAL DESCRIPTION Brown CLAY - FILL Tan CLAY with limestone fragments - FILL Brown CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): c C a a v n o O N `m c) E ic'.°1 '� E c o �o �E r aN ❑ ¢ N Q N y /n o m 1.0 4.0 10.0 15.0 L 100/ 2" 3.5 15 31 14 17 0.3 4.5+ 16 4.5+ 18 3.75 20 ALPHA �� T E S T I N G 5058B Foil Monsh creek Rd. Part lI'a9h, Terns 761 /9 Phone: Sl7-496-5600 BORING NO.: 27 Sheet 1 of 1 nar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwmalphnlesfing.conl Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 121312022 End Date: 1213/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS QOn Rods (ft): DRY 0 £ :'c ZAfter Drilling ((t): DRY o jAfter Hours (ft): MATERIAL DESCRIPTION Brown and Tan CLAY with rock fragments - FILL 5 10 15 Dark Brown CLAY with calcareous nodules Tan SHALY CLAY with calcareous nodules Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 10.0 I 15 Hammer Drop (lbs / In): -o c wi, a s o x H `o y v U� ,°c' m m Ec o �` ax aN O E cam m �n U c Q m y rn in X u 0 z j 4 a Z) 4.5 15 100/ 4.0 18 61 20 41 4.5 17 49 18 31 0.4 4.5+ 14 3.75 14 ALPHA #\ T E S T I N G 505813rvshC76 Fort It'a9h, 'fernsexas76l19 Phone: 817-496-5600 BORING NO.: 28 Sheet 1 of 1 Far: 817-496-560 PROJECT NO.: W223180 WHERE IT ALL BEGINS av,m.nlphalesting.coin Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 M GROUND WATER OBSERVATIONS QOn Rods (ft): DRY 0 ZAfter Drilling (ft): DRY o '*After_ Hours (ft): MATERIAL DESCRIPTION Brown and Tan CLAY with LIMESTONE fragments - FILL _5 10 _15 Dark Brown CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs I In): 0 E� t _ m > m_ E a o I-T S 0 N C J E u� oa a- o aN O a O Q m to y Uc c o8 o d Z a a n- = 2.25 25 4.0 10.0 15.0 , 100/ 3.0 20 54 18 36 4.5 23 4.5+ 20 63 21 42 0.9 4.5+ 18 5058thnshCa BORING NO.: 29 ALPHA TESTING Fort II'arth, Terexnss76 76l19 Sheet 1 of 1 Phone! 817-496-S600 ray: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphatesting.eom Client: Core PBSFR Acquisition Vehlcal, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: I1/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs I in): GROUND WATER OBSERVATIONS 'o E s 6o 41On Rods (ft): DRY o 2)a�m am E ".E Drilling (ft): DRY FC � om a 0ZAfter B JAffer Hours (ft): z m � °N oix m yaKi No3 — na o Sn zo o a a MATERIAL DESCRIPTION Tan and Brown CLAY with limestone fragments - FILL l� 3.0 17 4.0 Brown CLAY Tan LIMESTONE 12" 100/ 1.5.1 15.0 TEST BORING TERMINATED AT 15 FT 3.0 25 3.0 31 75 25 50 0.8 2.0 34 A L PH A #NJESTING 5o581bnsGereas76 Fort IVavG, Texas76l19 Phone: 817-496-5600 BORING NO.: 30 Sheet 1 of 1 Far: 817-496-S608 PROJECT NO.: W223180 WHERE IT ALL BEGINS invw. alphwesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 121112022 End Date: 121112022 West: ❑rillinn Mathnd- CONTINUOUS FLIGHT AUGER North: C) (5 GROUND WATER OBSERVATIONS VOn Rods (ft): DRY *After Drilling Ill): DRY VAfter_ Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY - with limestone fragments below 4 FT Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 5.0 Hammer Drop (lbs / In): o y > _m F- Z` 00 p 3 Y .c J oo�O aO ay N a U Et uz o O VmI N xFE ot) o Z �mY aN d a aE ' 2.5 29 100/ 4.5+ 19 67 23 44 4.6 4.5+ 20 A L PH A #\TESTING 5058 Rtvsh Creek Rd. Fort If'orth, Texas 76119 Phone: 817-496-5600 BORING NO.: 31 Sheet 1 of 1 rar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwwalphatestiug.eom Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drlllina Methnd- CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS w m L70n Rods (ftl: DRY S U :c ZAfter Drilling (ft): DRY o JAfter_ Hours (ft): MATERIAL DESCRIPTION //. Brown CLAY Hammer Drop (Ibs / in): N E N > N y w ow 0 > m� rn a�i E E a o U 3 y 6 >wv �W aN o¢ c5 p 3 E �� UcC a c� Q K ceiN ° Z a i a 1.5 0.9 90 31 - with rock fragments below 7 FT II.0 Tan LIMESTONE 100/ 2" 100/ 15.0 TEST BORING TERMINATED AT 15 FT 2.0 28 66 22 44 4.5+ 23 6.0 4.5+ 20 50581JrushCreek BORING NO.: 32 ALPHA T E S T I H G 1%art 1Vath, Texas 76119 76. Sheet 1 of 1 #\ Phone: 8/7-996-5600 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wtr'i+,.alphalesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs I in): o GROUND WATER OBSERVATIONS N a E m R > rn d QOn Rods (ft): DRY FT 0 3 Z.2 a.c mN .9) '.7-.i J D U t ZAfter Drilling (it): DRY �❑ n a(7 c ° o E :� 0 6 mo Zn ° :� ° Lu 4After Hours (it): 0:0 E 0m 0 a c o a o o" m a U •� <n rj rn to Z 16 a n. o o. MATERIAL DESCRIPTION Brown CLAY with limestone fragments - FILL Tan CLAY with limestone fragments- POSSIBLE FILL Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 6.0 8.0 100/ 2" 2" 100/ 15.0 2.50" 1.5 25 2.0 23 53 18 35 1.75 23 3.5 12 23 11 12 A L PH A /X T E S T ING 5058Bmsh Creek Rd. Fm.l Worth,:817 496-s 00 Phone: 8J7-496-5600 BORING NO.: 33 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wnrmalphntestlng.cour Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/2812022 End Date: 11/28/2022 West: Drlllin Method: CONTINUOUS FLIGHT AUGER North: 9 a GROUND WATER OBSERVATIONS .L7 On Rods (fl): DRY -*After Drilling (it): DRY -*After Hours (it): MATERIAL DESCRIPTION Brown CLAY with calcareous nodules - FILL Brown CLAY with limestone fragments Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): c C a o ~ 0 CO)' c'.°' .>v E E J a o Na 3 Yd 9w y� > C J - E oo� as 2 W U C C U N o 0 G J d � V) a n Z a 2.0 6.0 13.0 15.0 L 100/ 2, 100/ 1.50" 2.5 19 2.0 29 62 24 38 1.75 28 A L PH A#\T E S T I N G 5058 Rrush Creek Rd. Fort Worth, Terns 76119 Phone: 817-496-5600 BORING NO.: 34 Sheet 1 of 1 Far: 817-496-S608 PROJECT NO.: W223180 WHERE IT ALL BEGINS w} w.alphatesling.co,u Client: Core PBSFR Acquisition Vehical. LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/112022 End Date: 1211/2022 West: nollinn M.m,1- CONTINUOUS FLIGHT AUGER North: rn GROUND WATER OBSERVATIONS d QOn Rods (ft): DRY U mZAfter Drilling (ft): DRY o JAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments at bottom Hammer Drop (lbs I in): _ c _ J J a o� c° o f ciT mo Zn o :o e m E "� UE o-b c o-c� O" U a 3 N rY O c �v7 ° C; o_ m a n z a 4.0 Tan LIMESTONE with clay seams , 100/ 1.51, 100/ 100/ 1.5" 15.0 TEST BORING TERMINATED AT 15 FT 1.0 31 2.5 26 69 22 47 0.0 5wtffloshaxs76 BORING NO.: 35 ALPHA T E S T I N G Pwa IVoialq Texas 76119 Sheet 1 of 1 �� Phone: 817-496-5600 P•ar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS uwwalphnles ing.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 121112022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs I in): GROUND WATER OBSERVATIONS m a5 > rn 0 V On Rods (ft): DRY a ZAfterDrilling (ft): DRY n U� oa ao aN oa a m '*After Hours (ft): l m w N ❑ O rn o' m `m o N z= m a a n n- c ❑ MATERIAL DESCRIPTION Tan and Brown CLAY with rock fragments - FILL - 4.0 Brown CLAY with rock fragments Tan LIMESTONE with clay seams 100/ 1.5" 100/ 15.0 , TEST BORING TERMINATED AT 15 FT 3.0 1.8 111 19 2.75 23 39 17 22 0.3 4.5+ 18 ALPHA #%TESTING Bt reek I�brl 11'onh, %erns• 76119 Fon IlonhCexas76 Phone: 817-496-5600 BORING NO.: 36 Sheet 1 of 1 rar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS u'wmalphafeslieg.caw Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Dale: 11/28/2022 End Date: 11/28/2022 West: Drillinn Method- CONTINUOUS FLIGHT AUGER North: rn GROUND WATER OBSERVATIONS V On Rods (ft): DRY £ L ZAfter Drilling (ft): DRY o12 *After_ Hours (ft): O MATERIAL DESCRIPTION //, Brown CLAY with limestone fragments Xi1 Tan LIMESTONE with clay seams Hammer Drop (Ibs I in): FT Z` N Ym(n d E J >d p f a M �'� C3C aJer m3 E a ° cO aN O va I o� ° am$ w a a z 2.0 25 EI 100/ 2" 2" 1/ .5" 15.0 100 TEST BORING TERMINATED AT 15 FT 2.0 26 57 21 36 2.0 27 Cieek BORING NO.: 37 A L P H A X T E S T I N G Farr {{'orth, Ternsvas76l i9 Sheet 1 of 1 Phase: 817-496-5600 Far. 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wwmalphnresring.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/112022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): rn GROUND WATER OBSERVATIONS N o a C N E rn VOn Rods (ft): DRY vo 3 s m v y� c J J U ZAfter Drilling (it): DRY w 'off o o ��, Za = Hours (ft): o. C� m U" o' ao 0 oN o w 07 o _*After_ to a z J a a a a MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules 5 _15 Tan LIMESTONE with clay seams TEST BORING TERMINATED AT 15 FT 6.0 11 100/ 1.5" 100/ 15.0 , 1.5 31 2.0 29 4.5+ 18 43 20 23 ALPHA TESTING eek 50587JrushC76 Fort II'ortlt, Ternsexas76l79 Phone: 817-496-5600 BORING NO.: 38 Sheet 1 of 1 Fav 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS ivrvrr alphafestiug.coni Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North; 9 GROUND WATER OBSERVATIONS m w VOn Rods (ft): DRY U s ZAfter Drilling (ft): DRY 0 m Hours (ft): o 0 _*After— MATERIAL DESCRIPTION Brown and Tan CLAY - FILL 4.0 Brown CLAY 6.0 Tan CLAY with calcareous deposits 11.0 Tan LIMESTONE 15.0 TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs I in): ri m T N ci, Nof) N 3 Y N NL-' N > p J H� �� O aN Za U U .@ 3 E O a c m o OrZ In E c o� a C e. a n. 1.75 24 51 17 34 3.25 27 2.5 24 4.0 19 43 18 25 0.0 2.75 18 A L PH A #\TESTING So58lhushCexas76 Fat F1'o(9h, 'ferns 76119 Phone.: 817-496-5600 BORING NO.: 39 Sheet 1 of 1 rar: 817-496-560R PROJECT NO.: W223180 WHERE IT ALL BEGINS www.n/pdnles(ing.coin Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS m QOn Rods (ft): DRY 0 :c ZAfter Drilling (ft): DRY d '*Aftero'*After Hours (ft): MATERIAL DESCRIPTION &,o' Brown CLAY with calcareous nodules Tan CLAY with calcareous deposits MEN Tan LIMESTONE Hammer Drop (lbs / in): � d o m >� uE mm 0a 2'�i o 0 D=a.oEU wo a' 3 om M Di Z a a C D n 3.0 2.6 94 23 100/ 1.6' 100/ 15.0 , 1.5 TEST BORING TERMINATED AT 15 FT 4.5+ 17 61 22 39 3.9 4.5+ 16 4.5+ 15 48 18 30 4.0 ALPHA TESTING SorlMonkTexas76 Fon It'a7lq Terns 76l19 Phone: 8/7-496-5600 BORING NO.: 40 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS u-si,iiwrlphatesting.e nt Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/3012022 End Date: 11/30/2022 West: ❑rillinn Mcthnfl• CONTINUOUS FLIGHT AUGER North: SG; GROUND WATER OBSERVATIONS 177On Rods (ft): DRY -*After Drilling (ft): DRY _*After Hours (ft): MATERIAL DESCRIPTION Tan and Brown CLAY with limestone fragments - FILL Dark Brown CLAY with calcareous nodules Tan CLAY with limestone fragments Tan LIMESTONE with clay seams TEST BORING TERMINATED AT 15 FT 2.0 6.0 TIM Hammer Drop (lbs I in): 'o._ G a Ems. m :c o m Z, oy �m 0� u} J () a o0 3 C o f L c m roo Za C J a 0U/r 0a 0 0 C a- �v U !n M O $v� 0 Z 'c -RI 2 @ a a < a 11.." 100/ 15.0 1 2.0 19 1.75 28 4.5+ 18 73 23 50 6.1 4.5+ 6 ALPHA #NJESTING 505&lirushCreek 76Rel. Fort lYorth, Texas 76!l9 Phone: 817-496-5600 BORING NO.: 41 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wmt-wlphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: nrillinn M.fl,M- CONTINUOUS FLIGHT AUGER North: 0 Ci GROUND WATER OBSERVATIONS �ZOn Rods (ft): DRY *After Drilling (ft): DRY 'fAfter_ Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Dark Brown CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / In): ¢ > o m _m E E 9 0 E °K o.o a o c n.N O a O oa m y N (o U � °� o a a Z n ' 1.5 25 49 18 31 2.0 M-4 100/ 15.0 0.5" 4.5+ 26 4.5+ 22 A L PHA \TESTING eek SossBrush C!' For( Ii'arU6 Ternsexas76119 Phone: 817-496-S600 BORING NO.: 42 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS 1"Mil.alphatesting.coni Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/3012022 End Date: 11/30/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g GROUND WATER OBSERVATIONS SZOn Rods (ft): DRY ,ZAfter Drilling (ft): DRY '*After_ Hours (ft): MATERIAL DESCRIPTION TEST BORING TERMINATED AT 15 FT mestone Hammer Drop (Ibs I in): 'o c G o E > rn 0 U� E E a o uE a01m wo 0 E One0 aoo �� 0-,pa O .5 m u 3 m V E oN o of a 0 ? Z a 1 3.0 27 2.0 5.0 0 12.0 100/ 100 100/ 0.5" 15.0 3.5 21 64 20 44 0.1 2.5 18 9onJflonh,Texas76 BORING NO.: 43 ALPHA /� T E S T I N G For! Ii'orth, Terns 761 /9 Sheet 1 of 1 Phone: 817-496-5600 rar: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS ++'++'+1'nlphntesting.cour Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS 'o E� t x Rods (ft): DRY F Z `o �+ m m U cr.� 'd m _ E E a o a ,S70n a ZAfter Drilling (ft): DRY a o8 w o o o m Z'o' " m d E *After Hours (ft): E m c0" ° ao U w �, .5 a' N rn o O (a z° ? i6 n. a a cN MATERIAL DESCRIPTION jDark Brown CLAY - 1.25 32 63 20 43 _ 2.0 Tan LIMESTONE with clay seams 100( Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 100( 12.0 100/ 0.5" 15.0 Fort GTexasees BORING NO.: 44 ALPHA Fort Moak , 76 Sheet 1 1 #NTESTING e: 81 Phone: 8 /7-J96-5600 496-5 00 of Par: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS xwutatphntesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m a c E m E x rn w QOn Rods (ft): DRY F N o rn at '00) m = U £ Drilling (it): DRY va �' >cl 3 o 0 s a�oi o f o rn roo' o a o .m = m o. m P .ZAfter '*After_ Hours (ft): a oo� E N Cp,p Ux" a O K aN CI d U U 3 0 N d ON zo j J d a Fa MATERIAL DESCRIPTION Brown and Tan CLAY with calcareous nodules FILL — 2.25 1.1 95 27 — lmoo 3.5 18 42 17 25 0.0 4.0 _ Tan CLAY with limestone fragments 5 1.5 27 _ 6.0 Tan LIMESTONE with clay seams 100/ 1.5" 10 13.0 _ Light Gray LIMESTONE , 100/ 15 15.0 TEST BORING TERMINATED AT 15 FT eek Rd BORING NO.: 45 ALPHA T E S T I N G Forl orlhCexas76 Fag !1'orUb Terns 76119 Sheet 1 1 �� Phone: 817-496-5600 of Far. 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS wit,malphatesting.coz Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (ibs / in): GROUND WATER OBSERVATIONS a.5 E� rn m w QOn Rods (ftl: DRY H Z o y v,a`i Uc`o- m 'v m _ >_ o L ZARer Drilling (fl): DRY a o0' c o o f m o� ma 0 16 '*After_ Hours (it): iu� cj'� o_ o aN a" co � o Z ? D °. MD �a ri jcn � a MATERIAL DESCRIPTION Brown and Tan CLAY with rock fragments - FILL 3.0 Tan LIMESTONE 11 12.0 Gray LIMESTONE 100/ 1.5" 1001 1.5" 1001 15.0 0.5" TEST BORING TERMINATED AT 15 FT 4.0 16 44 17 27 4.5+ 15 0.1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Br ash Creek Rd BORING NO.: 46 FmI lflorlh, Terns 76119 Sheet 1 0(1 Phone. 817-496-5600 Far: 817-496-5608 PROJECT NO.: W223180 xmw. alyhalesling. cool Core PBSFR Acouisition Vehical. LLC Location: Fort Worth. Texas Oxenfree at West Oak _ Surface Elevation: 12/3/2022 End Date: 12/3/2022 West: CONTINUOUS FLIGHT AUGER North: rn GROUND WATER OBSERVATIONS w ,S7On Rods (it): DRY 15 r ZAffer Drilling (it): DRY d m � � After_ Hours (ft): MATERIAL DESCRIPTION M// Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams _5_ Light Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs I in): o a � !q E v 9 T on, arm G00 .> c a C o ~ N� 03 YN a.c � > C J J a E 401, 0 9 � � 3 U 0— J a N In c C Z= 'C a a a 3 3.5 21 44 20 24 2.0 I 12.0 100/ 100/ 150 A L P H A `TESTING 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 M(SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl M (SM), SILTY SAND VERY SOFT LESS THAN 0.25 In(ML), SILT SOFT 0.25 TO 0.50 FIRM 0.50 TO 1.00 ® (MH), Elastic SILT STIFF 1.00 TO 2.00 VERY STIFF 2.00 TO 4.00 LIMESTONE HARD OVER 4.00 ® SHALE/MARL RELATIVE DEGREE OF PLASTICITY (PI) SANDSTONE LOW 4 TO 15 MEDIUM 16 TO 25 o Q (GP), Poorly Graded GRAVEL HIGH VERY HIGH 26 TO 35 OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) ® (GM), SILTY GRAVEL (OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 RI sld�� SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■ SHELBY TUBE (3" OD except where BOULDERS 6.0" OR LARGER noted otherwise) SPLIT SPOON (2' OD except where COBBLES COARSE GRAVEL 3.0" TO 0.0" 0.75" TO 3.0" 1 I 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 noted otherwise) mm ALPHA N E S T I N G Geotechnical Construction Materials Environmental A Universal Engineering Sciences Company TBPELS Firm No. 813 June 9, 2023 Core PBSFR Acquisition Vehicle, LLC 1643 N. Milwaukee Avenue, 5th Floor Chicago, Illinois 60647 Attention: Mr. Mason Orradre Re: Pavement Recommendations Oxenfree at West Oak Off Academy Boulevard and White Settlement Road Fort Worth, Texas ALPHA Report No. W223180-A 5058 Brush Creek Road Tel: 817.496.5600 Fort Worth, Texas 76119 Fax: 817.496.5608 www.alphatesting.com Submitted herein are the recommended pavement sections for public streets at the proposed subdivision (Oxenfree at West Oak). The proposed subdivision is generally located on a tract of land located at the southeast corner of Academy Boulevard and White Settlement Road in Fort Worth, Texas. This study was authorized by Mr. Mason Orradre on May 22, 2023 and performed in accordance with ALPHA Proposal No. 94205-2, dated May 22, 2023. This report is an extension of ALPHA Report No. W223180-revl dated June 6, 2023 containing geotechnical recommendations for residential foundations. The purpose of this study is to develop pavement sections for the planned streets in the subject subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015). We understand the proposed streets within the subdivision could be classified as "Residential - Urban", "Collector" or "Arterial", as described in the referenced manual. PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC ("ALPHA") to evaluate for Core PBSFR Acquisition Vehicle, LLC ("Client") some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed pavement. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. ALHA Report No. W223180-A The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. SUMMARY OF RECOMMENDATIONS Table A contains a summary of pavement section requirements for proposed public streets at the subject project. TABLE A Summary of Pavement Section Requirements Street Classification Residential -Urban Collector Arterial PCC Pavement Thickness(in) placed 6 71/2 10 on lime stabilized subgrade soil 28-day Concrete Compressive 3,600 3,600 3,600 Strength (psi) Subgrade Treatment 6 inches 8 inches 8 inches Lime Application Rate (lbs per sq yd) 32 42 42 Cement Application Rate (lbs per sq yd) 24 32 32 Reinforcing Bar No. 3 3 4 Reinforcing Bar Spacing (in) 18 18 18 Further recommendations and analyses used to develop the summary in Table A are provided further in this report. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 46 test borings to a depth of about 15 ft. The borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1. Subsurface types encountered during the field exploration are presented on the attached Log of Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. PJ ALHA Report No. W223180-A LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement sections design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: • Moisture Content (ASTM D 2216) • Atterberg-Limits (ASTM D 4318) • Unconfined Compressive Strength (ASTM D 2166) • Sulfate Content (TX-145-E Part II) • Lime Series (Plasticity Index vs. Lime Content) Individual test results are presented on the attached Log of Boring or summary data sheets. GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the undivided Goodland Limestone and Walnut Clay formation. The undivided Goodland Limestone and Walnut Clay formation generally consist of limestone and marl (limey shale) overlain with residual clay soils characterized by moderate to very high shrink/swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay and/or shaly clay to depths of about 1 ft to 11 ft below the ground surface underlain by limestone extending to the 15 ft termination depth of the borings. Subsurface conditions encountered in Boring 14 generally consisted of sand to a depth of about 2 ft below the ground surface underlain by limestone extending to the 15 ft termination depth of the boring. The upper 2 ft and 4 ft of clay encountered in Borings 1, 17, 24 through 29, 32, 33, 35, 38, 40, 44 and 45 were visually identified as fill material. More detailed stratigraphic information is presented on the attached Log of Boring sheets. The granular materials (sand) encountered in Boring 14 are relatively permeable and are anticipated to have a relatively rapid response to groundwater movement. However, the clay, shaly clay and limestone encountered in the borings are considered relatively impermeable and is expected to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was not encountered in the borings. However, it is common to encounter seasonal groundwater in granular and fill materials, from natural fractures within the clayey matrix, at the soil/rock (limestone) interface and from fractures within the rock (limestone), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. ALHA Report No. W223180-A #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 and grading plans by Kimley Horn and Associates, Inc. (KHA Project No. 069295104, sealed February 6, 2023, Sheet No. C23, C24, C25, and C33 through C38), we expect the pavement subgrade could consist of clayey or sandy site soils, or similar materials used for grading the site. The pavement subgrade could also consist of limestone in some areas depending on the given location along the alignment and grading requirements. Since the subgrade conditions and required treatments could vary along the proposed road alignment, ALPHA should be retained to observe construction to verify conditions are as expected. Also, we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. Lime stabilization should be used in pavement areas where moderate to high plasticity clay soils (plasticity index of 15 or greater) are exposed after final subgrade elevation is achieved. The exposed surface of the pavement subgrade should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively, and mixed with a minimum 32 lbs per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 42 lbs per sq yard for Collector and Arterial streets in conformance with TxDOT Standard Specifications Item 260. The recommended application rate for the streets equates to about 7 percent based on a dry soil unit weight of 100 pcf. 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. The result of the lime series test performed on representative clay samples is attached (Figure 2). Cement modification should be used in pavement areas where sand and low PI (less than 15) clay soil is exposed after final subgrade elevation is achieved. The exposed surface of the pavement subgrade soils should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively and mixed with at least 5 percent Portland cement (by dry unit weight) in conformance with TxDOT Item 275. Assuming an in -place unit weight of 105 pcf for the pavement subgrade soils, this percentage of cement equates to about 24 lbs of cement per sq yard of subgrade treated for Residential Urban streets and 32 lbs of cement per sq yard of subgrade treated for Collector and Arterial streets. The soil -cement mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of -1 to +3 percentage points of the mixture's optimum moisture content. Cement stabilization could also be utilized where subgrade consists of clay and sandy clay soils. 4 ALHA Report No. W223180-A #X We recommend subgrade improvement 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. 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/cement stabilized cuttings, on -site processed limestone cuttings, or flexible base material could be used as a leveling course (as needed) to provide a smooth surface for placement of the pavement. Mechanical 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 greater than about 7 inches as discussed in the referenced report (ALPHA Report No. W223180-revl) performed for the residential foundations to be constructed at the site. A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our experience with similar projects, we anticipate the CBR for native subgrade material is estimated to be between 2 and 3. Following improvement with lime, the CBR value for the lime stabilized clayey soils is expected to be at least 10. 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, cement modification, 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. 5 ALHA Report No. W223180-A Using the Street Classification of "Collector" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 3,000,000. Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads (ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 13,000,000. If the actual expected traffic volume is different than used for our analysis herein, our office should be provided with the actual expected traffic volume so that we can re-evaluate our recommendations. Based on the subgrade preparations recommended herein, the projected traffic volume and stated design parameters, a minimum 6-inch section of portland cement concrete is required for Residential Urban classified streets, a minimum 7'/2-inch section of portland cement concrete is required for Collector classified streets and a minimum 10-inch section of portland cement concrete is required for Arterial classified streets at this project. PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed herein. Concrete should be designed with 4.5 ± 1.5 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw -cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. 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 five (5) 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. 6 ALHA Report No. W223180-A Sample Boring Depth, No. No. ft 1 3 2 18 3 25 4 34 5 44 0-2 0-2 0-2 0-2 TABLE B Soluble Sulfates Material Type Dark Brown CLAY Tannish Brown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Dark Brown CLAY with limestone fragments 0-2 Brown and Tan CLAY with calcareous nodules - FILL Soluble Sulfate, mg/Kg (ppm) 30 28 25 43 32 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 Existing fill was encountered to depths of about 2 ft to 4 ft below the existing ground surface in Borings 1, 17, 24 through 29, 32, 33, 35, 38, 40, 44 and 45. Although not encountered in the borings, existing fill materials can 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, extent and composition of existing fill at this site. ALPHA would be pleased to provide this service if desired. Limestone was encountered within 4 ft of the ground surface in several borings. Limestone could be encountered during general excavation and grading at this site. The limestone encountered in the borings was hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or saw cutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have 7 ALHA Report No. W223180-A experience with excavation in hard limestone. All areas supporting pavement or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof -roll should be removed and replaced with well -compacted material as outlined in the Fill Compaction section. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in the Fill Compaction section. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be 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 8 ALHA Report No. W223180-A #X 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 clayey and sandy soils found near the surface at most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. Fill Compaction The following compaction recommendations pertain to general filling and site grading. The pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation section. Clay and shaly 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. Non -plastic granular materials (sand) should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 2 percent below to 1 percentage points above the material's optimum moisture content. Compaction of these soils is very sensitive to moisture content and these soils are prone to pumping when too wet and rutting when too dry. Processed limestone or other rock -like materials used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of limestone or other rock -like materials used as fill is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. In general, processed limestone used as fill should have a maximum particle size of 6 inches. However, any processed limestone used as fill within 3 ft of the final pavement subgrade elevation should have a maximum particle size of 3 inches. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. 9 ALHA Report No. W223180-A #X Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. Groundwater Free groundwater was not encountered in the borings. However, from our experience, shallow groundwater seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. Where groundwater is encountered in granular soils, sump pits may not be adequate to control seepage and supplemental dewatering measures may be necessary to control groundwater seepage. Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted casings and well points. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 10 ALHA Report No. W223180-A 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 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. 11 ALHA Report No. W223180-A CLOSURE All recommendations in the referenced geotechnical report remain unchanged unless specifically modified herein. We appreciate the opportunity to be of service. Please contact us with any questions or comments. Sincerely, ALPHA TESTING, LLC June 9, 2023 Santosh Mahat, EIT Geotechnical Project Manager SM/GSF/sm Copies: (I-PDF) Client Gregory S. Fagan, P.E. Geotechnical Senior Engineer Attachments: Boring Location Plan — Figure 1 Mechanical Lime Series — Figures 2 WinPAS Analysis Results Log of Borings Key to Soil Symbols and Classifications 12 i tk N #x krg 4 5 % B-25 B-26 P-2 .0e IL 1000 ,- B-29 �•. 1 B-27 B-28 ., -�o- .� B-1 / 3. B-31 B-32 P 4 a 1 1 - i1p_Oti r�4°Jai�4lA 1 _ B-2 B-33 B-34 A I B-8 � _ _ B-35 B-5 1 B-6 I B-7 _ it Ftt�* O' B-9 FJ B-10 B-36 B-37 i B-38 L I F1 I i - �I rj , I J , IL11 — B-39- - B-40_ B-41 �- W B- 1 =. B-13 h - - - 4 - - - - B-16 Q B- 2 J '; J B-14 B-15 �� I B-18 B-42 r* *_ }- B-19 - B-20 I I B-43 Y: M! B-17 s 1 1 . � 1, I � h � - - 1 1 B-21 � � � B-44 P-5 .-_J � JI P6 *— — B-22= B-24 B-46 -r B-23-Pi ' •� . i a , e 1� .e � - r of 3 ,r i si APPROXIMATE PRELIMINARY A L 'kT EST I N G BORING LOCATION (W220156-REV1) PAVEMENT RECOMMENDATIONS P N A # OXENFREE AT WEST OAK APPROXIMATE BORING LOCATION OFF ACADEMY BOULEVARD AND WHERE IT ALL BEGINS WHITE SETTLEMENT ROAD FORT WORTH, TEXAS FIGURE 1 ALPHA PROJECT NO. W223180-A BORING LOCATION PLAN 70 65 60 55 50 45 40 EL- 35 30 25 20 15 10 5 ALPHA /TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W223180 Date: 06/05/23 % Lime 0% 4% 6% 8% 10% PI 41 21 17 13 9 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Oxenfree at West Oak Route: Off Academy Boulevard and White Settlement Road Location: Fort Worth, Texas Owner/Agency: Design Engineer: Residential Pavement Analysis Rigid Pavement Design/Evaluation Concrete Thickness 5.91 inches Load Transfer Coefficient Total Rigid ESALs 930,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. Thursday, June 8, 2023 12:59:42PM Engineer: 3.00 280 psi/in. 1.00 4.50 2.00 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Oxenfree at West Oak Route: Off Academy Boulevard and White Settlement Road Location: Fort Worth, Texas Owner/Agency: Design Engineer: Collector Pavement Analysis Rigid Pavement Design/Evaluation Concrete Thickness 7.52 inches Load Transfer Coefficient Total Rigid ESALs 3,000,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. Thursday, June 8, 2023 1:01:01 PM Engineer: 3.00 280 psi/in. 1.00 4.50 2.25 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Oxenfree at West Oak Route: Off Academy Boulevard and White Settlement Road Location: Fort Worth, Texas Owner/Agency: Design Engineer: Arterial Pavement Analysis Rigid Pavement Design/Evaluation Concrete Thickness 9.87 inches Load Transfer Coefficient Total Rigid ESALs 13,000,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. Thursday, June 8, 2023 1:01:43PM Engineer: 3.00 280 psi/in. 1.00 4.50 2.50 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 0 0 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W220156 www.alphatesting.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Light Brown CLAY with calcareous deposits and limestone fragments - FILL Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a) t _ x E E o >D 3 Y O 6Lc N�)a OC J0O� o °O .Soza a pw� (n x 0 O �� 0 0 Z J a O �a a- a 4.25 13 1.0 1 1.5" 12.0 12" 6 100 1.5" 100/ 20.0 , 0.875 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W220156 www.alphatesting.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Light Brown and Dark Brown CLAY with calcareous deposits and limestone fragments - FILL Dark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _10_ Tan CLAY with limestone fragments _15� j Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC E N� w Jo� J y5oza a ow oo .S 3 (n � O oZ C cOC Jax a- aa 4.5+ 100/ 2.75" 12.0 16.0 100/ 20.0 , 1.25" 3.5 12 42 19 23 26 60 23 37 16 48 16 32 ALPHA /TESTING WHERE IT ALL BEGINS Client: Core Spaces Project: 63 Acre Residential Develo 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.: W220156 www.alphatesting.com p Location: Fort Worth, Texas ment Surface Elevation: 1 /21 /2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 d o.S a)t _ x E E E o N� 3 Y E 6L Ncc) w C J J y >C1 00 �E oar m� o O -o a o� oz ao o .S c � p�� x� o� o a J a_ T (n Ha a- Z 3 4.0 16 50 20 30 2.0 100/ 1.75" 100/ ).625625' 100/ 20.0 , 1.25" 100/ ).625625' 100/ 20.0 , 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W220156 www.alphatesting.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone fragments _5� j Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 1 4.5+ 26 100/ 2.25" 100/ 1" 16.0 20.0 L 100/ 100/ 4.5+ 9 39 15 24 4.5+ 14 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 5 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W220156 www.alphatesting.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY with limestone fragments - FILL Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5 _10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c a� p�� U 5 Z �a a- a 1 4.0 24 47 20 27 2.0 4.0 100/ 66 3.25" 12.0 n 100/ 66 1.75" 6 100/ 1" 20.0 L 100/ 100/ 3.5 27 71 23 48 ALPHA /TESTING 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.: W220156 www.alphatesting.com Core Spaces Location: Fort Worth, Texas 63 Acre Residential Development Surface Elevation: 1/21/2022 End Date: 1/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� o oo .Soza a 3 (n � o Z Jax� �a a- a 3.5 12 1.0 100/ 6L 1" 12.0 100/ 0.5" 100/ ).625625' 100/ 20.0 L ).87 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 1 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and calcareous nodules - FILL 5 _10_ 15 Brown CLAY with calcareous nodules r Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 M Hammer Drop (lbs / in): o.S d E a);= o E-ff _ E x N� Jo� J o y a > o W E�N oo .Soza pw OC (n CU x� oU o a Z C J o Ha a- 1 2.0 1.4 103 20 0 100/ 1.5" 100/ 1" 15.0 4.25 22 74 24 50 0.5 3.0 21 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 2 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION — � Tan and Gray SHALY CLAY j _5 j Tan LIMESTONE with clay seams —10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 5.0 Hammer Drop (lbs / in): o.S d E a) t _ x E E o 2 N� >0 No UE a�a) N mo w � C o J o J � y 0 a ow oz a° o .S c o 0— U 5 in .5 3 x� o� o a C J o (n Ha a- Z 1 2.0 0.8 104 22 0 100/ 1" 11.0 100/ 1" 15.0 4.5+ 11 36 16 20 0.3 4.5+ 14 ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 3 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 SZOn Rods (ft): DRY > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o C� W Of Ha o ?� Z ? a MATERIAL DESCRIPTION V Dark Brown CLAY with calcareous deposits — 4.5+ 33 52 39 13 2.0 Tan weathered LIMESTONE with clay seams 12" , 2 — 5 — _ 6.0 Tan LIMESTONE ,1„ 100/ — 10— 13.0 _ Gray LIMESTONE 100/ 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 4 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t E _ E x N� 00 N w C J J o y 2 a ow 0o oz 0E o tea) .S c m� o � 0— o o U 5 � in 0 .5 3 a° o� o a J o (n x� Ha a- Z C 4.0 7.0 100/ 1" 13.0 100/ 0.5" 15.0 3.75 33 4.5 25 4.5+ 14 41 17 24 0.0 4.5+ 15 ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 55 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules — 2.25 24 — 2.75 25 4.0 _ Tan CLAY with calcareous deposits 5 — / 4.5+ 14 39 18 21 0.7 6.0 Tan LIMESTONE with clay seams , 1 00/ 1.5" — 10— 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 6 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION jTan and Gray CLAY — 4.5 19 50 22 28 2.0 Tan weathered LIMESTONE with clay seams 100/ L 2.5„ — 5 — 7.0 _ — Tan LIMESTONE L 100/ 1.5" — 10— 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 7 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan and Gray CLAY with calcareous deposits j — � Tan LIMESTONE 5 10 15 Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t _ x E E o 2 N� >0 No UE a�a) N mo w � C o J o J � y 0 a ow oz a° o .S c o 0— U 5 in .5 3 (n x� o� o a Z C J o Ha a- 4.5+ 2.4 117 14 47 17 30 4.5+ 14 2.1 4.0 100/ 1" 0 13.0 100/ 1" 100/ 1" 15.0 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 8 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE _5_ 10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a)t _ x o E-ff E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c o 0— U 5 in .5 3 (n x� o� o a Z m J o Ha a- 3 1 4.25 20 63 21 42 3.0 0 13.0 100/ 1.5" 100/ 1" 15.0 L 100/ 1" 2.5 14 ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 9 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> ;= _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION V Tan and Gray CLAY with calcareous nodules — 4.0 15 — 4.5+ 16 53 18 35 1.3 _ 4.0 Tan LIMESTONE with clay seams 100/ 5 _ 6.0 Gray LIMESTONE _ 8.0 Tan LIMESTONE , 100/ 1.5" — 10_ _ 11.0 Gray LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 10 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION Tan CLAY with limestone fragments 2.0 21 43 19 24 2.0 Tan LIMESTONE ,1„ 100/ — 5— 9.0 _ Gray LIMESTONE 100/ L 1„ — 10 L 100/ 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 11 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> ;= _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules — 2.0 25 — 2.75 27 — 5 4.5+ 1.9 96 21 75 25 50 6.4 — — 4.5+ 22 with limestone fragments below 7 FT _ 8.0 Tan LIMESTONE 100/ , 1„ — 10_ 100/ 1." 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 12 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION j Tan CLAY with calcareous deposits and rock — fragments Tan LIMESTONE _5_ 10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a)t _ x o E-ff E o N� > E�N OC Jo� J y a o W oo .Soza pw Ha a- Z 1 3.0 2.3 111 20 50 16 34 3.0 0 13.0 100/ 1" 100/ 1" 100/ 1" 15.0 4.5+ 13 0.5 5058BrushCreekRd. BORING NO.: 13 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 3 'ocw 0 o a U 7After Hours (ft): a o� @ a, v- .c ao Q a) a T 3 cn o C� w Of Ha o ?U) Z ? a MATERIAL DESCRIPTION Tan CLAY Y 21 44 20 24 1.0 Tan LIMESTONE 100/ ,1„ — 5— , 100/ 0.5" — 10 — 100/ 0.5" L 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Core PBSFR Acquisition Vehical, L Project: Oxenfree at West Oak Start Date: 11/29/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan SAND Tan LIMESTONE _5_ Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 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.: W223180 www.alphatesting.com LC Location: Fort Worth, Texas Surface Elevation: 11 /29/2022 West: GER North: Hammer Drop (lbs / in): d o o.S E o t _ x o E E o N� 3 Y E 6L N w C J J y �' > �' o f �' a� m o O -o a o� oz ao o .S c o p�� x� o� o a J a_ T (n Ha a- Z 3 16 2.0 0 12.0 100/ 1" 100/ 0.5" 100/ 15.0 0.51, 0 12.0 100/ 1" 100/ 0.5" 100/ 15.0 0.51, 5058 Brush CreekRd. BORING NO.: 15 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION Tan CLAY with rock fragments and calcareous deposits j3.0 21 31 17 14 2.0 Tan LIMESTONE ,1„ 100/ — 5— L 100/ 1.5" — 10_ _ 13.0 Gray LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 16 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> ;= _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION jBrown CLAY — zo 3.5 1.3 99 23 — 2.5 28 52 21 31 0.5 _ 4.0 Tan CLAY with limestone fragments — 5 3.5 24 6.0 Tan LIMESTONE 1 , 2 2 " — 10 — 100/ 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 17 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 3 'ocw 0 o a U After_ Hours (ft): a o� @ v - .c ao Q - �, 3 a T cn o o o MATERIAL DESCRIPTION Brown and Tan CLAY with limestone fragments ■ - FILL 5 _10_ 15 Dark Brown CLAY with calcareous nodules r Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 6.0 0 100/ 1" 100/ 1" 15.0 2.5 24 4.0 17 52 16 36 4.25 25 79 26 53 4.1 5058BrushCreekRd. BORING NO.: 18 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION Y Tannish Brown CLAY with limestone fragments 3.75 21 45 22 23 1.0 Tan LIMESTONE L 100/ — 5— L 100/ 1.5" — 10— 13.0 _ Gray LIMESTONE 100 1"/ 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 19 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o C� W Of Ha o ?U) Z ? a MATERIAL DESCRIPTION Y Tan CLAY with limestone fragments 15 36 16 20 1.0 Tan LIMESTONE with clay seams L 100/ — 5— ,1„ 100/ — 10— _ 12.0 Gray LIMESTONE L 100/ 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 20 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/29/2022 End Date: 11/29/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan and Gray CLAY with calcareous deposits j _5 j j Tan LIMESTONE 10 Light Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t _ x E E o 2 N� >0 No UE a�a) N mo w � C o J o J � y 0 a ow oz a° o .S c o 0— U 5 in .5 3 Ha a- Z 1 3.5 0.9 108 18 6.0 0 13.0 100/ 1" 100/ 1" 15.0 2.5 16 33 14 19 0.0 3.25 17 5058BrushCreekRd. BORING NO.: 21 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o C� W Of Ha o ?� Z ? a MATERIAL DESCRIPTION V Dark Brown CLAY with rock fragments — 2.5 27 54 19 35 2.0 Tan LIMESTONE with clay seams 100/ , 1„ — 5 — L10_ 100/ 1.5" - _ 13.0 Gray LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 22 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/2/2022 End Date: 12/2/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o a 'ocw 3 0 o ao Q a U 3 After_ Hours (ft): @ o� v - .c o - o �, a T cn o MATERIAL DESCRIPTION Tannish Brown CLAY 3.0 18 49 16 33 2.0 Tan LIMESTONE with clay seams , 100/ 2 — 5 — L 100/ 1.5" — 10_ _ 11.0 Gray LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 23 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION Tannish Brown CLAY with limestone fragments 2.0 24 49 17 32 2.0 Tan LIMESTONE with clay seams L 100/ — 5— L 100/ 1„ — 10_ _ 13.0 Gray LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 24 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION Tan and Brown CLAY with rock fragments - FILL — 2.0 18 _ 2.0 Dark Brown CLAY with calcareous nodules — 3.75 26 65 23 42 0.5 4.0 Tan LIMESTONE with clay seams 100/ L 1.5„ — 5 100/ L — 10 _ 12.0 Gray LIMESTONE 100/ L 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 25 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 3 'ocw 0 o a U After_ Hours (ft): a o� @ v - .c ao Q - �, 3 a T cn o o o MATERIAL DESCRIPTION Brown and Tan CLAY with limestone fragments ■ - FILL Dark Brown CLAY with calcareous nodules 5 Tan SHALY CLAY with calcareous deposits j j_10 Tan LIMESTONE Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 4.0 6.0 10.0 13.0 15.0 L ON 4.5+ 27 4.5+ 20 46 23 23 0.3 4.5+ 22 4.5+ 12 38 19 19 0.1 4.5+ 16 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 26 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0 0 5 10 15 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY - FILL Tan CLAY with limestone fragments - FILL Brown CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t _ x E E o N� 00 N O U E � 0) N N� w U C � J a J .V y _. N a ow oz a° o .S c o 0— U 5 in .5 3 CU Ha a- Z in 4.0 10.0 15.0 , 100/ 2" 3.5 15 31 14 17 0.3 4.5+ 16 4.5+ 18 3.75 20 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 27 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown and Tan CLAY with rock fragments - FILL Dark Brown CLAY with calcareous nodules 5 j Tan SHALY CLAY with calcareous nodules 10 Tan LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t E _ E x N� 00 N w C J J o y 2 a ow 0o oz 0E o tea) .S c m� o � 0— o o U 5 � in 0 .5 3 a° o� o a J o (n x� Ha a- Z C 4.0 6.0 10.0 15.0 , ON 4.5 15 4.0 18 61 20 41 4.5 17 49 18 31 0.4 4.5+ 14 3.75 14 5058BrushCreekRd. BORING NO.: 28 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U After_ Hours (ft): a @ o� v - .c ao Q - �, a T 3 cn o o o MATERIAL DESCRIPTION Brown and Tan CLAY with LIMESTONE fragments - FILL — 2.25 25 — 3.0 20 54 18 36 _ 4.0 Dark Brown CLAY — 5 4.5 23 — 4.5+ 20 63 21 42 0.9 — 4.5+ 18 10 10.0 Tan LIMESTONE 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 29 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 3 'ocw 0 o a U 7After Hours (ft): a E� @ a, v- .c ao Q a) 3 a T cn o C� W Of Ha E Z ? a ?� MATERIAL DESCRIPTION Tan and Brown CLAY with limestone fragments ■ - FILL 5 _10_ 15 Brown CLAY Tan LIMESTONE TEST BORING TERMINATED AT 15 FT 4.0 8.0 L 12" 100/ 15.0 3.0 17 3.0 25 3.0 31 75 25 50 0.8 2.0 34 5058BrushCreekRd. BORING NO.: 30 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 2.5 29 — 4.5+ 19 67 23 44 4.8 - with limestone fragments below 4 FT 4.5+ 20 _ 5 5.0 Tan LIMESTONE 100/ , 1„ — 10 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 31 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> ;= _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION jBrown CLAY — 1.5 0.9 90 31 — 2.0 28 66 22 44 — 5 4.5+ 23 6.0 — — 4.5+ 20 - with rock fragments below 7 FT _ 8.0 Tan LIMESTONE 1 , 2" 2 — 10_ 100 1,/ _15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 32 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments - FILL 5 Tan CLAY with limestone fragments- POSSIBLE FILL Tan LIMESTONE _10_ 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a);= o E_ff _ E x NC Y 6L N� w JJo� Joi o a >� ow E oo .S 0— OC U 5 .y5oza(n x o�ZC H3 a -a 6.0 100/ 15.0 2.50" 1.5 25 2.0 23 53 18 35 1.75 23 3.5 12 23 11 12 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 33 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous nodules - FILL Brown CLAY with limestone fragments 5 Tan LIMESTONE _10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a)t o E-ff _ E x N� Jo� J o y a > o W E�N oo .Soza pw OC Ha d Z � 2.0 6.0 0 L 12" 13.0 100/ 15.0 1.50" 2.5 19 2.0 29 62 24 38 1.75 28 5058BrushCreekRd. BORING NO.: 34 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o C� W Of Ha o Z ? a ?� MATERIAL DESCRIPTION j Dark Brown CLAY with limestone fragments at bottom — 1.0 31 — 2.5 28 69 22 47 0.0 4.0 _ Tan LIMESTONE with clay seams 100/ , 1.5„ — 5 100/ , 1.5" — 10 100/ 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 35 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Tan and Brown CLAY with rock fragments - FILL 5 _10_ 15 Brown CLAY with rock fragments T Tan LIMESTONE with clay seams TEST BORING TERMINATED AT 15 FT 4.0 .R Hammer Drop (lbs / in): o.S d E a)t o E-ff _ E x N� Jo� J o a > o W E�N oo .Soza pw OC y Ha a- Z 1 3.0 1.8 ill 19 0 100/ 1.5" 100/ 1" 15.0 2.75 23 39 17 22 0.3 4.5+ 18 ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 36 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION V Brown CLAY with limestone fragments — 2.0 25 — 2.0 28 57 21 36 — 5 2.0 27 _ 6.0 Tan LIMESTONE with clay seams 1 , 2 2 " — 10 — 100/ 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 37 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules j _5 j j Tan LIMESTONE with clay seams 10 15 TEST BORING TERMINATED AT 15 FT 6.0 Hammer Drop (lbs / in): o.S d E a);= o E-ff _ E x N� 3 Y 6L N w o C J J o y �' a > ow �' o oz E f ao o �' a� .S c m o 0— O o U 5 in .5 3 (n x� o� o a Z C J o Ha a- 0 100/ 1.5" 100/ 1" 15.0 1.5 31 2.0 29 4.5+ 18 43 20 23 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 38 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/1/2022 End Date: 12/1/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown and Tan CLAY - FILL Brown CLAY 5 Tan CLAY with calcareous deposits j j_10 j Tan LIMESTONE 15 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w � C o J o J � y 0 a ow oz a° o .S c o 0— U 5 in .5 3 Z Ha a- 1 1.75 24 51 17 34 4.0 6.0 11.0 15.0 , 3.25 27 2.5 24 4.0 19 43 18 25 0.0 2.75 18 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 39 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/28/2022 End Date: 11/28/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous nodules 5 Tan CLAY with calcareous deposits j Tan LIMESTONE _10_ 15 TEST BORING TERMINATED AT 15 FT M M Hammer Drop (lbs / in): o.S d E a)t _ x o E-ff E o >� NC 3 Y E 6Lc N� OC Jo� J y a o W oo .Soza o pw Ha a- Z 1 3.0 2.6 94 23 100/ 1.5" 100/ 15.0 4.5+ 17 61 22 39 3.9 4.5+ 16 4.5+ 15 48 18 30 4.0 5058BrushCreekRd. BORING NO.: 40 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION Tan and Brown CLAY with limestone fragments - FILL — 2.0 19 _ 2.0 Dark Brown CLAY with calcareous nodules — 1.75 28 — 5 4.5+ 18 73 23 50 6.1 _ 6.0 Tan CLAY with limestone fragments — 4.5+ 6 8.0 Tan LIMESTONE with clay seams 100/ , 1„ — 10_ 100/ 1" 15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 41 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments j Dark Brown CLAY 5 Tan LIMESTONE _10 15 TEST BORING TERMINATED AT 15 FT 2.0 6.0 Hammer Drop (lbs / in): o.S d E a);= o E-ff _ E x N� 3 Y 6L N w o C J J o y �' a > ow �' o oz E f ao o �' a� .S c m o 0— O U o 5 in .5 3 (n x� o� o a Z C J o Ha a- 1 1.5 25 49 18 31 0 100/ 1" 100/ 15.0 0.51, 4.5+ 26 4.5+ 22 ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 42 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 27 _ 2.0 Tan CLAY with calcareous deposits and limestone fragments — 3.5 21 64 20 44 0.1 2.5 18 _ 5 5.0 Tan LIMESTONE , 100/ 0.5" — 10 _ 12.0 Gray LIMESTONE 100/ 0.51, _15 15.0 TEST BORING TERMINATED AT 15 FT ALPHA TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 BORING NO.: 43 Sheet 1 of 1 , Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> t _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a U 7After Hours (ft): a @ a, o� v- .c ao Q a) a T 3 cn o C� W Of Ha o ?� Z ? a MATERIAL DESCRIPTION jDark Brown CLAY — 00,0 1.25 32 63 20 43 2.0 Tan LIMESTONE with clay seams 10 , 1, 1.5„ — 5 — L 100/ 1„ — 10_ _ 12.0 Gray LIMESTONE 100/ L 0.5" 15 15.0 TEST BORING TERMINATED AT 15 FT 5058BrushCreekRd. BORING NO.: 44 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 1 , Phone: 817-496-5600 of Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 11/30/2022 End Date: 11/30/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -.S 2 E - a> ;= _ x w 0 DRY SZOn Rods (ft): > �� m U� �'.� E E c o ZAfter Drilling (ft): DRY �o 3 'ocw 0 o a U 7After Hours (ft): a E� @ a, v- .c ao Q a) 3 a T cn o C� W Of Ha E Z ? a ?� MATERIAL DESCRIPTION Brown and Tan CLAY with calcareous nodules ■ - FILL Tan CLAY with limestone fragments 5 Tan LIMESTONE with clay seams 10 Light Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 4.0 .R 0 13.0 100/ 1.5" 100/ 1" 15.0 2.25 1.1 95 27 3.5 18 42 17 25 0.0 1.5 27 ALPHA , TESTING 5058BrushCreekRd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 455 Sheet 1 of 1 Fox: 817-496-5608 PROJECT NO.: W223180 WHERE IT ALL BEGINS www.alphatesting.com Client: Core PBSFR Acquisition Vehical, LLC Location: Fort Worth, Texas Project: Oxenfree at West Oak Surface Elevation: Start Date: 12/3/2022 End Date: 12/3/2022 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown and Tan CLAY with rock fragments - FILL 3.0 Tan LIMESTONE Gray LIMESTONE Hammer Drop (lbs / in): o.S d E a)t _ x o E-ff E o >� NC 3 Y E 6Lc N� OC Jo� J y a o W oo .Soza o pw x� oU o a C J o (n Ha a- Z 4.0 16 44 17 27 4.5+ 15 0.1 100/ 1.5" 100/ 15.0 0.51, TEST BORING TERMINATED AT 15 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Core PBSFR Acquisition Vehical, L Project: Oxenfree at West Oak Start Date: 12/3/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): DRY oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams _5_ Light Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W223180 www.alphatesting.com LC Location: Fort Worth, Texas Surface Elevation: 12/3/2022 West: GER North: Hammer Drop (lbs / in): d o o.S E o t _ x o E E o N� 3 Y E 6L N w C J J y �' > �' o f �' a� m o O -o a o� oz ao o .S c o p�� x� o� o a J a_ T (n Ha a- Z 3 3.5 21 44 20 24 2.0 0 12.0 100/ 1" 100/ 1" 15.0 0 12.0 100/ 1" 100/ 1" 15.0 A L P H A #NtTESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (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 m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1mm S SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75' TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑SILT ROCK CORE (2" ID except where CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: SECTION 011100 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 28 29 30 31 32 33 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Oxenfree at Fort Worth 104684 01 1100 - 2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as apart of the project construction operations. 17 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, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. 36 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 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. 18 23 27 35 37 CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104684 Revised December 20, 2012 1 2 4 5 6 7 8 01 1100 - 3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 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] 9 PART 2 - PRODUCTS [NOT USED] 10 11 12 13 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log [ DATE NAME SUMMARY OF CHANGE l I. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104684 Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: f TTn1 J PAR A(:R APN CPF(`TFTFTI TTPt%4 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 Recommended Recommended as noted Firm Not recommended _Received late Address By Date Date Remarks Telephone For Use by City: Approved Rej ected City Date CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY 013119-1 DAP PRECONSTRUCTION MEETING Pagel of 3 A. Section Includes: 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE f � CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY 01 32 33 - I DAP PRECONSTRUCTION VIDEO Page 1 of 2 A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 01 32 33 - 2 PART 3 - EXECUTION [NOT USED] DAP PRECONSTRUCTION VIDEO Page 2 of 2 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY 013300-1 DAP SUBMITTALS Page 1 of 8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 11111911I111=1 C 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 'h 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Reuubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August 30, 2013 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 013513 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 REFERENCES 34 1.3 A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TXDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 01 35 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage -type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Department Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 01 35 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 01 35 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 c. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 1 2 4 5 6 7 8 01 35 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 11 12 13 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, 8/31/2012 D. Johnson Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. i CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) 3 Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDERA CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 1 2 3 4 01 35 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH Dale: DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT" THIS SHUT -OUT, PLEASE CALL: MR, I AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log usi.zui.zu.zu li. v. Maganaougvheteitysedocu en managem n Sysem ctromc sunmittats ee uptoaaea CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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). 4591 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 01 5713 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 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE f I CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/PrgiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application US/LU/LULU tJ. v. magana acces°si��ertef ieoug�iet�ie i yes w Wst e otea mat the t tty approvea proaucts nst is CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised March 20, 2020 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] k*`411111iZ101Yx4111Ifflei 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 016600-4 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY Pagel of 4 A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 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 l.l.A.4.a) 2) Demobilization as described in Section l.l.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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE 4/7/2014 f NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Pagel of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME h� 4/7/2014 M.Domenech I f END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017423-3 DAP CLEANING Page 3 of 4 Handle materials in a controlled manner with as few handlings as possible. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE h� 4/7/2014 I f NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 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 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS 104684 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 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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 £ 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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] DATE NAME 8/31/2012 D.Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log 1.5.A. I — title of section removed Revised for DAP Application CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL f RMYllu lu /\ 411V1 Pagel of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 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. 5. 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 Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014 017839-4 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] 17lvd ►/MUTICI 4/7/2014 M.Domenech [040 IZI71IM X0111 [$010 Revision Log 6Yi1uIu611WKS7O[y0/\,2[ef0 Revised for DAP Application CITY OF FORT WORTH Oxenfree at Fort Worth STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104684 Revised April 7, 2014