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Home My WebLink AboutContract 60372-PM1CSC No. 60372-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SANITARY SEWER, PAVING, STREET LIGHTS AND DRAINAGE IMPROVEMENTS FOR TRADITION, CENTRAL PHASE 3C City Project No. 103518 IPRC21-0092 FID# 30114-0200431-103518-EO7685 X- 27027 Mattie Parker Mayor David Cooke City Manager Christopher P. Harder, P.E. Director, Water Department Lauren L. Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth February, 2023 Mcivil Er g i neer4i g & Slurvoying 25" 6h4 GrapaYlni Fkw k% GlEpsxfna taxes 7WI 117-mv.4413 02/28/2023 f�LVmn •.+ ....................... *: *,_ "3" :�j OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 mayor- Emd Couneil r,.,..,..unie.,&) 07/01/2011 0005 15 Addend 07/01/2011 07/19/2021 11/02/2021 02/24/2020 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Ben 09/11/2017 00 43 37 Vender- t Stme Law Near-eside A Bidde 06/27/2011 nno n�= Bidde s Pf:eq, ,.,heat: as- 08/13/2011 0045 12 Prequalification Statement 09/30/2021 0045 13 P -egtta ifieat er Appheati 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 nn�0 45 40 Business Equity Goa 10/27/2021 00 52 43 Agreement 11/23/2021 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2020 03/09/2020 Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2011 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 0135 13 Special Project Procedures 12/20/2012 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 M 13 Tom....,-ary D,., eet Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#103518 Revised December 9, 2021 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 httiD:Hfortworthtexas.2ov/tuw/contractors/ or httDs:HaDDs.fortworthtexas.gov/Proi ectResources/ [Only list the Standard Specifications the Engineer has determined are appropriate for this specific project and strike through the Specifications not applicable to the project.] Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03-34-16 Coner-etn Jajs 1-\1 4e-�k P_orur 12/20/2012 03 80 00 M difieat rs t Existing C fef:ete ct..,,et -es 12/20/2012 Division 26 - Electrical 26 05 00 Common marl- P_ocults f r Eleetf ea 11/22/2013 '1�0 Demolition f -EleetFieal Systems 12/20/2012 260533 Raee., ays and Be) 2z 4,br Elaoty.�al Sr;4ems 12/20/2012 2tip Undo-gr-e,,..d Distets a -a Raee,. ays fer --�mml Ey,s4effts 07/01/2011 26 05 50 C-3mmurf.aa4i ns Mtil ; Dtiet Con „ t. 02/26/2016 Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 312323 Beffe 01/28/2013 3124 00 Emi-anskits 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 313600 Gabiens 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements Z7�T P 12/20/2012 3201 18 Tempef ary Aooralt f\-A-i 12/20/2012 320129 Conefete n -yin . n opal 12/20/2012 27�3 Flexible Base r,,ufses 12/20/2012 27�9 Lime e Treated Base r,,,,fs 12/20/2012 32 11 33 Eawyant Traa4ed Brio r 12/20/2012 3'�7 r ; „a Tre 4e coil FXA/lizeaf 08/21/2015 3'�6 '4�Zalt f\- ing 12/20/2012 '27�3 Asphalt Pa-yi g Cr-a v Sealants 12/20/2012 Z7�3 C fer-ete n.,ying 03/19/2021 3'�0 Cone,-ete Sidealkci, Dsri-;e . ays and B f fier- Fr-eo ftarnr/j 12/09/2021 32 1373 Conefete Pa-y ng eiat Sealants 12/20/2012 37�v Bfi-Al' TU:Xt'%-'4ng 12/20/2012 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#103518 Revised December 9, 2021 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 27�3 C rer-ete C,,..1. and CstWer-s a -ad Valley r„tto„s- 12/09/2021 Z 7�3 Paye,v en4 T R., fk4n s 11 /22/2013 Z'� C,, >, Address Paip ifig 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 '27�3 Cast i Dlaee C,,fier-ete Retaining Al., 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Sodding 05/13/2021 3292 14 Nos' W. k ' 05/13/2021 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 9/07/2018 33 0131 Closed Circuit Television (CCTV) Inspection 04/29/2021 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04-10 r ipA Beading and Eleetfieal isel..tie 12/20/2012 33 04 11 C,.,...esie.. C nt el Tort St tiers 12/20/2012 33 04 12 Magnesium A fede C.,tt, die Pr-eteet: r Syste ffi 12/20/2012 33 04 300 Tempef:ar-y Wa4er- Set=vie 07/01/2011 33 04-40 Cleaning and A , eept, nee 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 04/02/2021 Z'2�z Wa4ef: r : e r o 12/20/2012 3305 13 Frame, Cover and Grade Rings 12/09/2021 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 09/20/2017 Grade 110 C fe -ete Water- Vaults 12/20/2012 3Z�T C fer-ete C ll -s 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 330523 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 ✓� 11 13 Ceaer-et3 Pp000uro Piro, Baf IALFapped, Steel Cylinder- Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 1Z�v Water- Ser-y ees l ifieh t 2 ifie 02/14/2017 131 12 l 1 r., �x� e a4er- Metef:s 12/20/2012 33 0 Resilient Sea4e l r e V ly-e 05/06/2015 33 1221 A W k P_ubbor Fea4e l Bi4tef fiy Valves 04/23/2019 ZZ�5 Arco Eir�zdl�g W 4er- Mai 02/06/2013 33 1230 Air- Valve A ss0,, bli-.x for Ll tW.,j �xl.,t� 12/20/2012 01 /03/2014 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#103518 Revised December 9, 2021 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 1250 WatorSz�le Stations 12/20/2012 33 12 60 St.,..dar-,a Blow „f f Valve n sso,....b! 06/19/2013 3331 2 n,,.oa in Place Pipe (CIPP4 12/20/2012 33 31 3 Frbefg1wo P_orf reed Piro for- Gr-a- ,;t., EG,.Aitar -Sewer$ 12/20/2012 High Peas t-y Polyethylene (14PPE) Pipe Sandar, er 04/23/2019 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 33 31 21 12/20/2012 Pipe 33-3122 Sanitary Sewor Phr, L;&,i&g 12/20/2012 ZZ�3 San t&Fy Sewer- Pipe Eala-,.ome 12/20/2012 333150 Sa-n tar-y Sewer- Set= ice Genne .tions a -ad Setwiee 7 0 04/26/2013 33-3170 Cembinatieft Air- Vye fer- Sa-m tafy Sewer- er-ee Mains 12/20/2012 33-39 10 Cam1- k: P.Vae Gone -ete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 333930 30 Fiber -glass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 33-419 Pero. ,-ee Gonerete Ste f.,., Sewer- Pipe/ „lyet4s 07/01/2011 11 11 High Peasit-y Polyethylene (14PPE) Pipe for- DrFa1.S 12/20/2012 3L 11 1't Reinfer-eed Polyethylene (EPE) Pira 11/13/2015 3/3 11 13 Polypropylene Pipe for- S G Dpc�,pi 4/02/2021 3-3-4600 Stibdr-ainage 12/20/2012 33 4601 Corm Dik�,rr 07/01/2011 3�-46 02 T+ffia'l 07/01/2011 3 49 10 Cast i Place Manholes and itinetion Boxes 12/20/2012 33 4920 C,,,.i. a -a Drop inlets 12/20/2012 33 4940 Storm Droiffrage Headwalls andWr,,.,..:,,.11s 07/01/2011 Division 34 - Transportation 3n� -fa ffie Cc:, nail 10/12/2015 3n n�no.l1 Attaehmeat A GefAfeller- Cabinet 12/18/2015 34 ^� n-i 0.002 Attaehmeat B Gentfolhz Floc' n 02/2012 34 ^� n-4 0.03 Attaehmefit C; S( PMien 01/2012 3n�= rro....per-ar-y T- ff: 11/22/2013 ?/1 11 13 Reme ing T affie Signals 12/20/2012 ?/1 11 if PceetangUlc& AW.a Flashing Beaeen 11/22/2013 34-416 Redoo*�aA I-I;brid-Signg 11/22/2013 3� 44-20 Readw 12/20/2012 34 4120.01 - AftorV1. T.ED 'Roadway miras 06/15/2015 24 4120.02 � Freeway LED P.,.,.1.�,..�, T ��ipp.�rvs 06/15/2015 3^ ^�03 dorftk,! !ED - L in�,Yes 06/15/2015 34� 4130 Alw%Kmim, &.gns 11/12/2013 3n�50 Single M de Fite- Optie Cable 02/26/2016 3471 13 Traffic Control 03/22/2021 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#103518 Revised December 9, 2021 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 6 of 6 GG4-.9 'k-woLlality o GC-4.02 Subsurface and Physical Conditions FE-4.06 It � \rdow Brriirormrr�:1 Condition , + Site GG 6.07 lVag&R-CeS GG-6-M Baifiiitv".a r T 1 1`t��:arrra��ti�: GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#103518 Revised December 9, 2021 DIVISION 00 GENERAL CONDITIONS UTILITIES SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Tradition, Phase 3C, City Project/1103518 UNIT PRICE BID Project Item Information Bidders Proposal Btem I Description I Specification I Measure re I Bid Unit Price I Bid Value Item Section No. t,'teasure Quantity Water Facilities 1 3305,0109 Trench Safel} 2 3311.0001 Ductile Iron Water Fillings wi Restraint 3 3311.0241 8" PVC Water Pipe 4 3311.0241 8" PVC Water Pipe, CSS Back81) 5 3312.0001 Sid. Fire Hr(drant Assembly w/ 6" Gate Valve & Valve Box 6 3312.0117 Connect to Existing 8" W.L. Stub -out 7 3312.2003 1" Domestic Water Services 8 3312.3003 8" Gale Valve & Valve Box 9 9999.0001 1.5" Irrigation Service Water Subtotal Sanila�Sewer Facilities 10 3301.6002 Post -CCTV Insgeclion 11 3301.0101 Vacuum Test Manholes 12 33050109 Trench Safety } 13 3305.0113 Trench Water Stops 14 3331.3101 SDR-26 4" Sewer Services I` 15 3331 .41 15 8" SDR-26 PVC Sewer Pipe 16 3331.4116 8" PVC Sanitary Sewer Pipe w/ CSS Backfill I17 3339A001 4' Sid. Die. Manhole 18 3339.1003 4' Extra Depth Manhole I! 19 9999.0001 Connect to Existing 8" sewer 1 20 9999.0002 Manhole Corrosion Protection �anitary Sewer Subtotal Storm Drain Facilities 21 0241.4401 Remove Headwall/SET 22 3137.0104 Medium Riprap, dry { 23 3305.0109 Trench Safety 24 3341.0201 21" RCP, Class III 25 3341.0205 24" RCP, Class III 26 3341.0402 42" RCP, Class III 27 3349.0102 & Storm Junction Box 28 3349.0103 6 Storm Junction Box 1 29 3349.1000 24" Headwall 30 3349.1202 42" Headwall i 31 3349.6001 10' Curb Inlet 1 32 9999.00016 x 4' R.C.B. { 33 9999.0002 Concrete Apron htorm Drain Subtotal 33 05 10 LF 3,251 $0.10 $325.101 33 11 111 TON 0.5 $26,142.00 $13,071.001 331110, 331112 LF 3,171 $54.50 $172,819.501 I` 331110, LF 80 $80.50 $6,440.00 331240 EA 4 $6.820.00 $35,280.00 1 33 12 25 EA 2 $1,290.00 $2,680.00 1 33 12 10 EA t08 $1270.00 $137,160.001 1 33 12 20 EA 5 $2,d70.00 $12,350.00 1 00 00 00 EA 1 $2.258.00 $2,258.00. $382,283.60 33 Of 31 1 LF 3,284 $3.70 $12,150.801 330130 1 EA 9 $1192.06 $1,726,001 33 05 10 LF 3,284 $0.60 $1,970.40� 330515 EA 4 $1,290.06 $5,160.00 333150 EA 106 $1,562.00 $165,572.00 3311 10. 3331 12. LF 3,163 $61.70 $195,15710 33 31 20 331110, LF 121 $90.30 $10,926.30 3311 12 33 39 10, EA 9 $4,509.00 1 $40,581.001 33 39 20 1 33 39 10, VF 33 $172.00 $5.676.00 33 39 20 00 00 00 1 EA 2 $1,711.00 $3,422.00 1 00 00 00 1 EA 1 $6,378.00 $6,378.00 1 02 41 14 EA 1 31 37 00 SY 120 330510 LF 1,461 1 3341 10 LF 36 33 41 10 LF 137 35 41 10 LF 1,025 334910 EA 2 34 49 10 EA 1 1 33 49 40 EA 1 1 34 49 40 EA 1 33 49 20 EA 6 00 00 00 LF 264 00 00 00 SY 10 Water/Sanitary Sewer/Storm Drain Facilities Subtotal $3,509.00 $97.o J $.1 $8868.80 $217.6 I $9,002.00 $11,532.001 $4,836.00 $15,872.001 $7,148.00 $431.6� $132.0 $448,721.601 $3,509.00) $11,640.0 $292.20 $2,558.60 $1216560{{' $223:040:00+ $18.004.00 $11,532.00� $4,836,00 $16,872.00 $42,888.00� $113,942.40 $1320.00 $461:591.70 $1,292,604.901 n.aio,r, en.."ac r erroar H'UR7n SfA.\7)AHU CUV57A1.'(:II0:11111) PHUVUSALUEI'! WYka A\l'AIU)EU YftUIHI'!ti City krjal R oo+rra utana',d fam IXwv W l.ca.r)I9, ]oio - Bid Summaryry Waterisanitary SeworlStorm Drain Facilities Subtotal Total Bid PeriormanceiPaymenl and 2-year Maintenance Bonds Grand Total This bid is submitted by the entity listed below: Company: PCI Construc(ion, Inc. Street Address: 405 Inlerchan0e Street City, State, Zip Code: McKinney, TX 76071 Phone: 972-662.2762 Canirndor agrees io c-gkle WORK ror FINAL ACCEP"I'AW:F s)ilhis CONTRACT emnmeneed In nm m 11mridcd b) ibe General C-11111oas. { $1,292,604.90 $1,292,604,90 $23,000.o0 $1,316,40q.00l -IPLBASG N(Yl7: 13ONDS ARP NOT A BID ITEM Slgl t re Title: , en warkblg dnya END OF'SECTION CI I M n)R7'11VRr II L+ditim Eh+se 7C Sr.NeAXn Ce\SIRI.'GIIO,U ❑In PRIMISAIA)WFI ePIR AWARD") PX(U6t.IS clwhyKta Y— R�iW J.—Y i), Ma W 4243_161 P.,-.1 0043 42 - 1 miVj AUPICAT04 Sr6IMAENT Np I or I SECTION IN 45 it PREIQUALIRICATION STATISM ENT Each Ili rider for n 0ly praeurement is reyulred it? COMPIOLO 1110 Inf'0fthation bolOw by i0pntilyi-ng Lila pirqualified Gualraciotn aril ar aubcmirbctm whom Ilwy Initnd to ulIIlze for Ills rhgjas wc)rk type(a) 1111ted. ira}ItrACtl]r1.9Elhcolltrnllc)r PltgddlIACALlOn Major Work Type Compaiw Nnme Uolrnllall D810 Wagewalor Now 13cvd9pmcnl Opan Cut 4," and under): Wnter P€:I Cnn,;(r4LC ion, hir. 0413WZ023 Nc!w DtNclopincm Open Cut (49" a -Ad 04*0j Thr, ungimigned hereby carlifoy that [Ile cantntictarc nrl&W aubweitFulom daaadbad In the ti,bl a above are cu rmitity p -- gikN IW lbr ill- work iypea BIDDER: k f ICI C cinxlrtirlion, Inv, By,.V I I + Caminnly (P Be Print) v jji Inier4liurleo !�tr4a� Signature; Addrugg mshillux, Tx 75071 Tlllcl)��pxfmr V 11 of 0?mx-pos oily+ 6imuez1n I 111cm Print) INt<<; 02/28/2023 END OF SECTION IV P00 WOKTI f Tmmm.ueffi pA4mv j7 VANDARDCjMyTRU{TTj0N Spj K lIrIE.-All '";MM:LIMMM (.,PN rain M MOW Sapwmiber ]i4. ZNI 004526.1 "WAACIPH MMP6 ARCU WITII WORKER'S COM4' NSATION SAW 3ael SEC710N 00 45 26 CONTRACTOk COMPLIANCE WIT14 wl ORIC IVS COMPENSATION LAW Pumunnt to Texitz Ubor cadiw S&:Ion 406.o (r). as iimrm*d. 0)ntmcttwr cerlIntm that it prgrddca worker's companantiotl Insunalte caverago for all of it% eamplpyCCg cniploycd on Qa Protcr,t N% 10ISt , Conuictor Nether certlflas thai, pursuant In Taxa9 Lntpr Code, Scction 406- 96(�} n� gunendcd, it wJII prov Edo to City Its tubc6hln cior's carlifiman grcompliance with Worker'% c6mponsniioll aawrnr. C VNTTIAUTO R.' P.CI C1}n ruclinn, Inc. By: i C'ompally (P apse Print) 41F laforcla�nLe L11-ecl Rlonaturc: Oly/Stn#c1Zip (Plea Print) THE STATE? OF TOXAS I COUNTY OF TARR4i'► T � BEF0lkE ME, [ho ai%dekS1gA d Ilutkority, on this dpy pervonally apiscaikod .-, V . [F-b , kown to IT14 to ix the heron whose Im1ine ie apbr,rihcd t? the Nrcipjng Insirumant. and a3cklwwia d to mir:hot W/Oic occulcd the mile as th4 ncl and d=d of _C ' I fi NX4 for the pLnT I<a anti tim3idgration fhcrtic cxix and nW In the capacity t worw,n mated. JB&NIDER MY HAND AND OPPICE thls d ;.. tirrx MPT;kn 1.1, NQInry P01Ic in and (br dw $tut+e of Toxfit Hill Lvy lu 10170440,A .my unffin-41,004 Fop,, U6 (-,+�' �.F �_ tidipIp111Ii4y 2-0F, 107.1 UITY OF FORT WCRTI I t—Ar+.0h �bpd* r%ia X FTANFAKGC`Cf>WMUC1" N91-1- iMICA MFxWUMMA crNMI IA R-60wdMy 1,20J 1 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 SECTION 00 52 43 AGREEMENT 001243. 1 Ouvuluprr Awrrrde'd Fruj ul AgrivurnCnl 11141UIol", THIS AGREEMENT, authorized oil 02/28/2023 is made by and between the Developer, _ —HT Hwy 114 Develooment. LP Authorized to do busii)es; In Tens (" Duvelaper"), and PCI Construction. i<ne. authorized to do business in Texas, arming by and through its daily authorized representative, ("Contractor") Developer and Contractor, ilr considerati611 Of 1110 lilutufrf covenants hel'elFILIfter yet fi0111i, a81'ee AS folIE)ws; Article 1. WORK C013trHP-t0r $l1a11 c[ IT1111 C all Work as spmfiml or Indicated in the CEintrvet Doviiirients for thi; Project identified lierein_ Article 2. PIiOJECT The project for which the Work Under the Contract Documents may be the whole trr only u part is generally described as follow r 9"rrrAlon, Spigh Phrase 3C' Article 3. CONTRACT TIME 3.1 Thine is of the essence. All time limits for lvlilestonc-, if any, and Final Acceptance as stated in the Contract Documents aie of the esmrice to this Contract. 3.2 Final Acwptanee. '171e Work wiB be complete for Final Acceptance within 80 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated dlalnages Contractor mc,ognizes that time is of the essence of this Agmement and that Developer will suf'Cer financial loss if the Work is not completed within the tittles specified in Paragraphs 3.2 above, plus any extension thereof allowed in accordance Willi Article 10 of the Standard City Conditions or the Constructions Cnntrr<rct For Developer Aww*d Projects. The Contractor also recogaix4#I tho delays, cxpkmse and difficullics involved in pi-Qvirig in a logal p2ixecdiist; the wtual lim 5uffcrcd by the Developer if the Work is not colllplctcd oil t1ilie- Accol-dingly, instead of requiring any such proof, Contractor agues that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred Fifty Dollars ($250.00) for eaals kiay tl1tit expires Flfter tic tinle specified in Paragraph 3.2 for Final Acceptance tlniil tho City i�sut�5 tho Final L,ctter of AceeptasnL,e. CITY OF Pow Wo RTH TrsdlFlew. S�nnh Phwe X' S'fANDAIti3 CDN3"I'KUC'I'10N.SI'IiCItiriCA'rjON DOCUMENTS , DEVELOPER AWARDED PRO)ECTS LPN M1UM6 Reviwad June 14, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-1C11C4F59E74 00524�-2 Davelapar Awarded Project Alimmcm Pugo 2 nrd Article 4. CONTIRACT PRICE Dcvelnper agrees to pay Contractor for performance of the Work in accordance with the Contmet DO ulrlerlls an asmolult in current 111111ds of One Million Three Hundred Sixteen 1'11011sand Four Hundred l�nur 4 �pl.l.(�� (y11�r�L (S1.316.404.90) Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS; A. The Contract Documents which comprise the entire agrmimm between Nveloper and Contractor concerning the Work consist of the following., 1, This A,grouln4nt. 2, Attachments to this Agreement: a, Hid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) PretlualiFeation Statement 3) Statc and Fcdcral dovuni4nts (prgject,Ypec,if7c) b. insurance AC(- RD Fortn(s) c. Payment Bond (DAly Version) d. Performance Bond (DAP Version) e. Maintenance Band (DAP Version) f. Power Of Attorney f�xr thi: Bonds g. Worker's Compumation Affidavit h. MR F, and/or SIDE Commitment Form (If rcgvimd) 3. Standard City General Conditions of the Constru6013 Contract far Developer Awarded Projects. 4, Supplementary Cmiditinri5. 5, Spmirmations Specifically mild4 u peLrt of tbq, C�)Tttrjwt DoCu 7miltti by flilac:NVICnt or, if not attiwficd, as incorporated by referenc4 and des❑rihcd in thl, Table of Contents of the Project's Contract DOCUments. 6, Drawings, 7. Addenda, 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreumeot arid, if &qued, become $it i1100rp0ratCd pall. Of 1110 CplltraLGC D0QLLIjjCntN: n. Notioe to Proucud, b. Field Orders. c, C13ange Ord4rs. d, Letter of Final Acceptance, CITY OFFORT WORTH Trudidai..5cnd; Made 3C STANDARD CONSTRUCTION RPEC1FlCAMN DOCUMEN1 i - DEVELOPPR AWA{l;;}1_D Irlmmcrr$ Uly 0103,118 k viaed haw 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 00 52 43 - 3 ! h-vdvj1c,r Awm'dk:d Projec(Agmtshicilt Puge 3 orb Article fir. INDEMNIFICATION &I Contrnetor covettants and agreeH to indemnify, hold harmless and defend, nt its own expense, the city, Its ofrwerH, servants and employees, from and against any and all claims arising out oft or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, iieens&s or invitue.5 under this eontrnet. This. Indemnification nrovisiun is Hnccifiealiv intg"dedAr-overate and be effective even if It is alleged or nraven that all_ar some ofAh—dalnnges bein sought were caused. in whole pr in nart, bY_9m._nh.o.mission or ne fte_nce -of [tie city. This indemnity provision is intended to include, without Iimitation, indemnity for costs, expenses and legni tees incurred by the city in defending; jigkiinst suet; claims and Causes of actions. 64 Contractur covenants and agrees to Indemnify and hold harmless, sit ils Own expun3e, the city, its officers, servants and employees, from and against :Iny and all loss, damage or destruction of property of the eity, nrisink out of, or alleged to arise out of, the work find services to be performed by (lie contractor, its officers, agents, employees, subcontrnetors, l eensces fir in►+iteen unldl4r this contract. This _.Indemniflentlon provision is -specifically intartded to an lax+ _.a>�d. bc_ effeOlve even If it is alleged or nroven that Al or Roma of the dama90..beinf! SOIL lit were caused. In whole or in nart, by nrev. aft,. o sxion ar ne geRoe o.>1i the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms Used in this Agr"rnent are dofinud in Articie I of the Standard City Conditions Of the Construr inri Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of [hu Contract Documents may not be assigned by the Contractor without the, advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each Mindy iNclf, its i?artn(Nrs, SUCcessars, assigns and lggal repreScntatiV" tt) tlIC utlre?- party hel-cto, in respect to all covenwas, agi-ceirlunls and obligutions contained in tht: Contract Documents. 7.4 Severabiiity. Any pmvWon or part of the Contract Documents held to be u,ieonti fitutjonul, void or unenforccabiic by a court of competent jurisdiction shall be �ccrned stricken, and all remaining provisions shall continue to be Valid and binding upon DEVELOPER and CONTRACTOR. 7.5 4ovorning Low and Venue. This Agreement. including all of the C untruct Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northem District of Texas, Fort Wolill Division. cITY op Fowl, wowru ntalriun..5 II11r Ahuxr 3[_ STANDARD CONSTRUCTION SPECIFICATION DQCVMr--.NTS - DEVELOPER AWARDED PROJECTS C;PN P 1033 18 Reviwd AITIQ 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-1 C 11 C4F59E74 00i2 43 -4 Ouvalnr r rkward9d j'M)Vg1 AeAriMjKrM NP4d4l 7.6 ALOWT6 hu1hOdty Lb Sign. CD1ltractor 811011 iiltadl bViklrnCO €il' A iiliOfily lc1 Nign Agimen,ew. if nther than drily Aulhurizmt a1&Wwy i�I' [1ii: {'roirli;wior. ICI WITNESS WFIEREOF-. Dcvcinper nrld Cgnlrnctor hpwc ox"41cd Ili Is Agivenwilit III mu11{I>1e Wu6ldrrP0i1k. '11118 Agrvemmi i$ elActivo iziorihe Jw,4 dut¢ giH1qd by the Pathos (" 9f tjva DIty"). Contradnri PCI Cur1d{ructiml, [Be, V law — —. (81ura) tievelopor. HT HWV 114 Dwolopntcnl LP by, see attached ��E�,rtintur„c� w f Robert W. Witte Senior Managing Director Company Nama: C0111Phny N81Trc: PC[ ICoutrueiian, Inc. 117' 11WV 114 Ikvclopment LP fit' : 405 In torch n nge Rireul M-cKinmy, TX 75071 )ZlLe: 02/28/2023 Addiws,, 2700 Cnmiurru Sired. Elie 16M Dfl l l uKF ` x 75226 fide-, 2/28/23 CWY OF FORT WORTH 7irA&nti &wk Phmw X. BTAODARDCOMTRUCTION PEW [CATION VWUMIW"-I)F;VPLUI'RRAWARDI'lIPROM VT% (.'T0kr0$iq 1tavilibd Jwii 16. 10 16 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-1C11C4F59E74 HT HWY 114 DEVELOPMENT LP By: HT Hwy 114 Development LLC, its general partner By: HT Hwy 114 LP, its sole member By: Hines Hwy 114 LLC, its general partner By: Hines Hwy 114 Associates LP, its sole member By: Hines Investment Management Holdings Limited Partnership, its general partner TV DocuSigned by: Ep- W -M By.865053 BC8B3470... Name: Robert W. Witte Title: Senior Managing Director nor213-I Pfili! ORMANC>:.13OND Pago I of 3 SECTION 00 62 13 PERFORMANCE BON❑ BOml no. 2�40224 THE STATE ovrEXAS § § KNOW ALL BY THESE P1tC.SVNTS: COUNTM O TA It RANT § Tllat wc, --- — PC1 Canstructiun, Inc. , known ads " Principal" licrein and Swiss RC Corporale Solutions America Iiistininct: Corpnitiotl, a c!(5ipnrEktc R41i-cty(mireties, irmore than nnG) duly authorized to do business: in the Bride of Tcxas, known as "Surety" herein (whetlicr oat= ar m401'e), are Ileld gild firmly bound unto [lie Dcvcalopar, HT H1y 114 DemeJeltAa]tmt—LP, authorized to do buvine:ss lit Texas ("Dovcloper") ond. the City of Fort Wortli, u Texas municipal corporation ("City"), in the l>cnai sum of, _ One Million Thm HundresLSixtren Thousinnd Conr-1liindred four& 901100 Dollar.9 A1,3116A 4.90l lnwfui it ondy of the United States, to be paid in Fort Worth, Tarrant County. Texas for the payment of which suin well and truly to be imade jointly unto she Davcloper and tlic City :as duaI ob]'sgees, We bind ourselVOS, our heirs, executors, adniimslralnrs, successom and ass4,, s;, jointly and severally, Rrmly by them prmicivs, WIIkREAS, Developer and City have antered into itn Agreciiient for the construction of comilltlnity facilities in the City of Fort Wortll by mid through a Community Facilitiem WHEREAS, the Principal hay elitcred into a< certain written c:ontrrElct With the Developer awarded the 28th day of February, 2023 , 2422, which Caniraet i% huroby refmird to and made a part. hercof for all purposes fts if fillly set forth hercin, to furnish All materials, equipment lAbor and ntlaer mace gwories dormcd by low, in Ilse proNecution ofll,e Work, tljc3uding tnly Change Ordor3, as provided for in said C'untract dcsignilLe:d as Tradfilan amh Fhrasim Jr. NOW, THEREFORE, Ilse condILion of dais ohligation is SUCK that if [Ile Said Principal shall faithfully perfnrnt it obligations under tlac Contract and shall in till respects duly and Ishii llmIly perform the Work, including Crhugc: Ordain, kinder the Contract, according to (lye plmN, specifwations, and cvintraact dogumcn(s therein ref4lred to, aild Its well daring any period of extensioll of the Contract that 1111y be gr1ssltcd till the pall of the Developer arldlor City, then INS ahligatiola shall be nand 11cc❑nle null and void, otherwise to remnlll in full forem and effect. CITY (A FORT WORTt1 D-fidlfirei, XMI& PIKIAC 3(' STANDARDC1TY CONDITIONS - DEV13I.0PPR AWARDED PRO)F.CTS C TN #00B19 ItcVW41 imislnry 31, 2012 dU621!-2 P4W # Ur PROVIDED VURTI!IERj tlwt ifdilly WgAg 1JC1IQP be fibs On tltiin Bond, vellug xhnII h; in T*mnt Qmnty, Tcx@m qm'the Witcd S1ords Diltriat Court Jbr tho Norlhorn Dimkl 61`Toxrii, Kurt 011h Dir6101%. This h8nd ix nutdo and ox"uWd. in ecrmplianae wish the provixiork� of Chgpt�r;253 ter Ihn Tim {llxNamtricYnt L'odc, nx amended, aqd all RabiIItIN on IIli a bond gIwgill be detvrrnined in nceardaace with the provigiona ofanId matuti. IN W1`I`NES9 W]IF'.Ri GF, the Nn4ipnI and Ilig Suroly NAVer 31UNED and SEALED thm Iwil font by duly At1thOrlZUd 08dLits add ofFcem on this Ihr 28th day or February, 2023 20111''',,, t`: MIfid"l) 9--od-d— Moon m to Prinallwd Kw k 1i iMeNA Na Uk Rkm-ly T$ IIN Rn1In PRIKCIPAL L:i {�andruatlaiE_ jor- 77 0 V; � Rignoture T'- 1��ti1� glwcl'fi41� Addrmm:405InterclIMEW UM , TX 45071 SURETY; Swims Rc�l£ �1ulGiPl� ARua�'I�� IRi4+1.1�q��.4'�I'�4�'aHf�Ii Signature -- bzkdagGilu-Attoffm In PSI Nnma niW Tillo Addvegc LsAklo— Mo dn C'.klu. M0 b41Q5 Tolopliona plumber: Hm-338-out *Iwow, II'Agncd by im ollIc" of ft SoMy CiNhpnny, then? rnuzl be an rile a canitied ertrHOL l the by -Incas Phowing tilal this pmun him uutha�ty Io sign xuuh obli$ncian. Ir Surety'w phyxieoI nddmsx 1N dIIRront fki jn R8 inalIIq Milmod, bolls Iiw al be phwl&d. UITY CW FORT WMRTI I hnAyr,w, orb r'kaw. jr` RTANDAR0 CITY CUNDMONS- DEMIL 3I M AWARMILD PRO#PCYS dYw mfo)�jR I�^l�d Jx��uwy 31, �417 UOG2t3-3 Paga 3 of 3 The chic d7dic bond ShaIt Flo( he prior to Ifie dwe Ilie Contract is awarded. CITY OF FORT WORTI I VW11011M, .Srhf?h rham 3C STANoARtsEATY CONDITIONS- Ia1NPOPER AWARDED PRojrCT3 CrN 9103518 Revind Janunry 31, 2012 006214-1 PAYMENT BOND Pnge 1 a f 3 SECTION 00 62 14 PAYM ENT BOND Bond no. 2340224 THE STATE OFTEXAS XAS § § KNOW ALL Iiv'l'1 ESE PRESENTS: COUNTY OF TARRAN r § That we, . 1}0 COnRtrmtl-om Me. , known as "Principal" herein, and S�yiss lie Coranral¢ Solutlarls 1lmcrico h�aurnnc Com�l tiara a GorPOMW M11-dy (or sui-CO;s if murc than one), duly auihoriFcd to d0 buxincss in the State ol` Tems, known as "Srire:ty" hui-ein (wlimhor one or muiv), rare held and f4rntly boLInd unto the Dvwcloper, HT Hwv 114114 DeveImment. LP, authori7,cd to do business in Texas "(Developer"), and the 174y of Fort Woillt, a Texas municipal corporntiun ("City"), i11 lllc penal sutr, One _Minton Three i-[LincFretl..Sixteeti'1'h uiaand four Hu dyed Four & 9111100 1391i 61.316.404.901 lawful money of the United States, to be pfiid in Fort Worth, Tarrant County, Texas, for the pi'yniont of which sum well and trolly he 111a(le jointly unl❑ the Dovcloper and (lie City as dual obligees, we bind okirsclvcs, 0111' 11("ini, cxectllorm, odminiStrators, suce(mora and migns, jointly kind wverally, firmly by tltesc pi-eseptR: WHEREAS, Dcvclnper and City 1mve entered into an Agreement for ncr- constmotion of coo rikinity Facilities in [lie City of Fort Worth, by nitd thmugll a COnzmunity T'ficilitics Agrccrne:nt, CFA Number —22-U [10 , and WHEREAS, Principol has entered into, n cerwin writtun Contract with DeV00per, 11w1qrdcd the 28th duty of February, 2023 202-2-, wkicil Contract is hereby fafewcd to and In$dc a ]xa1't hereof for all purpv#es as if Fully set f rtlt ]1e,x:in, to furnish all inatcrials, equipment, labor and ether sccessorics tts defined by law, in d1C proseCU60, Of the Work as peuvided for in vaid Contract and designated as •rrsitiman. q' a(" NOW, THEREFORE, ME CONDITION OF TI-III 01MOATION is such that if Principal 31mil pay all monics owing to, tiny (and all) 1myntcnl bond bencriicik„ y {us defined in Chapter 2253 ofthe Tcxus Guvrr11mcm Code, as amendcd) Gl1 111e prosecution Of111L Work under lbe Ofl11trRot, then this obligation shall be and l6cco me isull and void, otherwise to remain in full force and effect. CITY OF FOR'r Wok"I Y3erdi+I��N 1ralrrh 1,hrrse.3C' 5TANpARD CITY CONDMONS - DEVHLOP1-R AWAFkr]I?t7 PROIKT5 (TN A! JJIS Rovind iwkmry 31.2012 W6214.2 11i02ar3 Tllix Irani is kund! atld mcuWd in Octhplivwu with the pmyini(Mm uronplar 2253 of dic T"AA OPM-'hurl Cude. ns anlcn&d. MW all Ii6bMI.169 On [him hancl xhnll W &tMIl d In ;wuordanoc with tI1c pt�1Y Aj1� 4 kq'iujd r11i11Ule. IN WITNESS WIUMED11, the l}rin6lml and 5uM1y ltinvfl coch SIGN11P find SBALED this ImiMmuni by duly autharlmd aganis and unjoer% Qn Il�JS t11jr.28th 6Y of February, 2023 ATTEST: ?Aa (ftjncll) Whun 00 to Pril�i 1t,1 S 1< jl 0 AEI? S'T: (SUFVty) $ I'0I9r + Wllu Rf6DM W I-Mm 4a to Swgly TarI lm lkohn PRIN IIAAL., 13y" _ — Si uOA M , 1•-1N OF V;Wftj N11I11c imd'I ide Addreaz: I Mc randy, TX45071 sultliTr: StllaliMIN Amariea Jn�luranee t; I�iiMuFUII BY: � Sim MILI 4 AUAMLMFRomv. AubrrW ihi Fudi ?+ %m t ns1d Title Addrem, I ZVI Mill Simi, Sulu I144 _ 1011M1 city + MO 64105 'ft1upilune Nunibcr: Io0-�H.. l53 I otc Ir aiSnad by an Micur of Ilin Surat+, 01CIT met bo 611 file a ccrlif'idd Wftut rrvm the bylnwa flowing that this person IlAm Milh6rily to sign much nbliption, If Stirety'fl phyfiiwl addrem iR dilTvrcnt fmm RR InniINS uddrom. bOI11 illusl be provided, 111C dido iq IIla; btmd 4611 1sul he prior la lho 411114 talc Cosllract is e1wnr&l. i?N1) 0It r%F t-1,jON VI'ANDA R 0 CITY O13 EHTIONA - PRVI1,0019; AWAKFYKD PRQ EC73 (-M ufiF ph HrvjWdjMkUOq )1,11i12 onQ14-3 l'AYM E NT ROND 1'Lhg4 I I I r II STANDARD CITY CONI)i,rIONS - I)EVEil_t7PH R AWARDED PROJECTS 011V IFl►iM8 Rvind Amichry 3 S. 2012 at} ba 1 V - 1 MAINTUNANCL BOND SUCTION 00 62 19 13ond no. 2340224 MAIN'I'MANC13OND THE STATE OF TEXAS 4 1104- W ALL IJV TIIESE PRESENTS: That we _ PCl Cnnlitt'u£t1Dn. Inc. , ]mown at; "Principal" horcin and Swiss Ra Cerporme Solutions As'nericq.lnsuranee Corporalion , e c orpositte surety (sur 60N, iFit-iorc than ona) duly milliorimd to do Imsincss in the State at` Foxab, known as "Surety" Heroin (whether one or rnnrG), arc lwld and firmly bound untu the Devc1olmr, 1-1'I' I -MY 1 I4-lDue-Jormlent, LF. authorized to do business in Texas ("Developer") and Slle City of Fort Worth, a TexaR municipal c:vrpOrtttiOn ("City'j, in the stud Of One Mllllon Thm, Hutndrg.d SixtemThousasid four -Hmdred Tour & 901100 Dollars ($1.316AO4.901 lawful i,Zorey oftlic United States, tc be laid iI) Vort Worth, Tal't'ant Coursty, TuXm, for 1311y1-relit orwllicll suttl well and truly ha made jointly unto the Developer and the Cily AS r#ual Qbligm and their sucemscrrs, we bind ❑umulvea, Mir hclali, CXCCutoi;g, adin i nistrators, suc'c'ebsol's And assigns, jointly And severally, firmly by these presents. WHEREAS, Developer Lind City have entered into tin Agivement for the construction of comr"Unity faciliflos in the, City of For[ Warth by and thrutlgh a Community Facilities Agreement, CFA Number 22-0110 , and WI-1EAU�M, the Prim il5al has r.ssIcred isitb a curtain written bontraet with the Developer riwan'decl (lie 28th day or February, 2023 -, M, which Contract is hereby referred to and a made part hereof for all lMl)x)SCS As if My set forth hcraln, tv furnis li till rnFtterials, equlpmcnt labor and utlicr acccsNO�rieS tltZ dcfined by luw, in dlc prosecution. of the Work, including uny Work resulting tix)m a duly tultharized Changv Order (uo:Jcctivcly hercin, the "Work") as provided for in said Contrae-t and dGaignmcd As Tradition, Son -Pbast_X and VI{i•IEREA,9, Principal binds itself to use such materials and to so construct the Work in accurdance with the plLi s, specilmnlions and Contract Documents Ilia the Work is and will ramAin free from defects in materials or workman5bip l'vr and during the period of two (2) years after the date of Final Acccpumc:c of the Work by the City ("Maintenaartce period"); Lind c0ly OF FORT WORTH Now JC STANDARD CITY cmorrIGNS - T]F V F I-OPI?R A W A R D17.1 f PtkoJ ECTS !'f'N 0I0331 R lWiKa Jrnwry 31. 2012 oars 14-2 MhENT11,NANGt. MUND Rnp i6f3 WI I EREAS, Principal binds itaclf to IMPair car 1VC011Rtr11C1 the Work in whole or in pail tlpoll meeiving notice from the Developer and/or City of the iiecd !hereof at any rime within the Maimcn,uncc i'criod. NOW T1im. ir,oilm, the condition of this obligation Is kluch Ilml if Principal shall romody nny defective Work, 1br which timcly tiorioc was provided by Developer or City, to a completion sahsf story to the City, theft this obligation shall become milI and void; otherwise to remain in full force and effect. PROVIDEA), HOWEVER, itPrincipMl shall fail sea to mpuir or mconstrrlct any timaly noticed defective Work, it is Eigrccd that the Dcvcloper or City Inny cause any find all such deFective Wurk to be repaired and/or mconstructed with all 4isguctured Goats tlicreof M118 borne by the Principal and the Surety Under this Mninrcnanec Bond; a11{I PROVIDED FURTI;IER, that if any legal no ion he filed on this Bond, venue shall Iic in Tory till County, Texas or the Unilcd States District Court I'Or the Narilmn District ¢C"Ioms, Hart Worth Division; and PROVIDED FURTHER, thin this obligatlola shell I)c conflnuous in nature and succ:cssive rucoverius may be bad hmon for succossivc breaches, C rrY OF FORT woit'rfi l r4r ifinu, 'rMah Phase I!' STANDARD CITY CONDITIONS — ){?V IX)P1:R AWARtAI) PRUJFUIS (YIN mIlM M IttYisttl Jomunry 31, 2017 iml cr2 10 - I MAIfd4'iiNANCL MUND I+era }or} IN WI'1'NF.S,4; WJHKRK0V.11sc 1'ri w1pi l And tho Sluvty 1mve uauh SI{aNU).ond REALER IWo Inxlrlmi-vil �y dilly nwhodi6d nScntn and olYicem oP;him II}e 28th {toy br February, 2023 P 1 top 9sawikia. ]i z ST: t—o 6—N jPrinalpRf S�+l� 1�4- 1Nitn��li ilia tr} Prl�r�l�! T� rflt ' 5CC1'Qlill'Y LIM NIL1111V -W. L& I. Lia -.�• WIlm'wa hs lk, ircly '5gohn RRhn BY. Slam lk'v T1 t . L-WDSERA Nnrnc and Tide AMMOO: 0,�1k1W�:`iMI11R If M- K ir~!ieYLTL�M i SURBTY: w1�t� Fkla 421 .4i #4R . E�1i�llu a.l IM1gHca lmumnea Camarrillon r- LAY; PLI " .A., $ignuturr Sosldra I_ao Roney. Alt�w ilLEUt New and Tills Telephone Numbers M. 331k S3 'Now: I f zi lgmd by an oI1icar ar the Surely Coalpany, Ihge r114# he on kilt N cortinvd 0frocl from like b)-Iuwg 9110wiil$ thin 1hia pamm lim Iwlliority to mign much atslIpwri, IF Sumy'K I}hYjiicul Addr'ea is diMmin I} , in I14 moiIIng oddrum. bigh muxl he proviclud. Thil dn[e vFIlie bui1cI Min IG not bn Prior to the dale lke Comma Is nwll icM. cury OF Fl1RT WURTII Dmftdiw VoMorh Medal j{.' 9TANDAR1) f'rrV C{}hlr}rfM— ONRLOPIA1 AWAICTMII PIlO 111-FN i'O'fi' hIMIM Maviml JemErY iI, NIA SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLVrIONS AMERICA 1NSVXANC h t 0R1'0RA•rj0N F/FJA Nown[ AME•R1CAN $I)MIALTY INSURANCO C(IMpANY ("SRCSAIC") +1WtS It! CORPORATE SOLLIr014SPMEv[IE3RINSURANCE CORPORATJONIaMAWAIItIN[.1'()NlKrERNATZf}NALiN5URANCE[OMPANYC'SitCSr'IC") WiiSTPORT rNSURANCE CORPORATION (" WIC") GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PltBSFId'1'!i, 't'[[A'I' SJt�'3AJC , a uurpurntiun duly orguniacd afnd cxisting under laws of the Stntc of Missovri, a:ld having its principal ofliea5 in (he City gFKansn�; Qiy, Mia;gp{lri, ante SRC:SPjC, rt varporation organilesd and axinting under the. lava of the State of Mlimunn mid having its pripfiiplrl afRcc in the City of Kanms City, Missouri, and WIC, organized uridur slit laws of this 5teto of Misquuel, amd ilavidg its principal ofiisc in tho City of Kansas City, Missouri, each doea Il(reby rnuku, constitute and uppoint; 10IIN it. WARD, •['HUMAS 1)(NIQLAS I►+i X)RE, EMILY ALLISON MIKESKA, ALLYSON W, DEAN, MONICA 1t1A Y VI-AZLY, J01IN WILLIAM NEW11y, TROY RUSS15LL KPY. DEBRA UP M()t7N, ANDRRA ROSE CRAWFORD, SANDRA I.IM RONIQY, PANA 1Li NP. MOORE AND C01-rN I'l, CONLY JOINTLY or 511VL-RALLY Its true and lawilil Attonwy(m)-Itl4aela to matte, impcute, 1e61 ajrpr deliver, for anRl on its bcllnlf atr4d as its ael and deed, bonds or other writings ubligl1wry irk the nutirra of a bond on behalf ofcach of amid Compauics, as surety, on uun11'a1:16 of suretymhip as alto or niay 46 Mquittd Or poemilled by law, rogOntivn, contract or otllarlvisc, provided That no bared or ulldenal ing or emnrnuL or mur[;1ysilip UNCCUtccl undcT this iuthorRy AM] vmmcd the nITIDUnt Of' TWO HUNDRFD MILLION ($200,000,000.00) DOLLARS This Power of Ationlay is grisnted mid is aiigltcd icy to ismilc under anti by Ilm authurRy of the following Resolutions adopted by the Boards of Directors of both SRCSAIC And SRCSPIC itt meetings duly called rand held on the 18th of Novcinber 2021 and WiC by written conxant of its F,?jC- rrtiv4 Commiticc dntcd July 18, 201 1, -RF,$0LVRL). that my twu of the Fresidcnt, wly Munugtng Director, any Senior Vice President, any Woo President. she SeefctuTy or any Aaalstarit Secretary bc, and eneh Or any ofOman hereby is, authorized W exceutC H lsnwer of Atloenuy qualifying the imumby rimed in the given [lower of Attorney to mcuic on bclm1f of tha Corparalion bands, wtdortakingm and all Whte&t.i ufsurely, and that each or any of Ihern hereby ix nullwrized to attest to the exceutian of ally KUCIi Power of Artornay ante to attudl IllereIn Lite xegl pf ttic Cprisora11ion; and it is FURTHER 1RESOLV80, Thal tht; signature of buck [1tTiears and ilia meal pf f' a Cprplanitivn nrrly be ,Mxcd to any such Puwcr oFAttorney Ur to 4ny certificate relating thereto by flivAiruile, 11nd any such lluwer of Altlomoy or Ctrrilikatc bearing sack I`au_mirhilc mignnwrin ur Jiic%imilu seal sllall be hinding uprm 111e Corporation when SG uftimA and in the future with wgurd to any bond, undertaking or contract ofalurety to which it iS attached." Lur 0+1+a90 fCr,y "w Cr4q, By [� Frlk S■vmrrni, mrolor Vlrr 1'rnlJriil n1 MN[:lhiC 8 &rotor Ylrr I'rnlurnl►7 EALfS E ❑ L rxueY,lCav,-4'Irnl•rrdd■glollYl[: 1tAli St•� uteom J-N-smm, mt111-11r iq es naked w4r Pm1dlnrcf mkc4Pic IN WfrNOS WHEREOF, SRCSAIC, SRCSAIC, and WIC have camd (heiroffleiai seals to be hetcurlta affixed. end these presonim to hd sighed by thuir aurlwrimd offloorm this 2nd day g,_ AUfJUST .2022 Swlni Re Corportatt tialuthaam Antttital Insurente Corporri4un swc or Illi"gisa Swim 1Rc Corporate N'oilatlnnm Pro mier InsuranceCarpluratlan Coo nsy ofCuok 0 ►Yertpart Insurance Cor[ulrxliort On this 2nd day of AUGUST 120 �? , before nic, u rotary Public personnlly appcored i gffPal� , Senior Yicc 1'residc4ll tatSR.C,5A1C and Scniar Vice ilmidcrst ofSRCmire Senior Vicc President of WIC and fleralcj owaki , Vice Pr&&ntof SRCSAIC and Yicu Nesiderlt or SP0111C and Yic^cs Pteaidom of WIC, pursonully knowrL 1011W, ibis berrlg by miss duly sworn, ar:knawltdgCd Lhul they signed th4 above Puwtt of Allojtwy nasolYiccratsfond acknou-ledged said instrument to bethc valunlalry 11r1 and der ofd1& respeelive eompanirs, or�t� t Lt 44 L ,'1 ;"r�{� �''•lf - -__ y m Icrf I YasnlJn A. Patel. Notary 1, Jeffrcv CioldbcaK, lltd duly salt%-W awl _>' agj�1}rll #lnf�A�91m[autf Secrrrtary ot8RCSA[C acid SRCSP[C wed W [C• do hereby certify that ilia above and foreguing is a lruu and t;0ram copy (if a Paver of Attimmly glven bysaid 9W."S R.' and S110WIC ante WIC, which is still in full forte mud Crew. IN WJTNES$ W l—lLm 3OF, r haws se my h5lid and 11MACd else acmes; OIL (he C:rmlpa,tiell they, 28thilary of February , 24 23 . Jcfftey GOdbsrg, Stmi4r Vice Frcetdcnt �4 AsximantS[;croulryofSKCSAW and RRCSPI•C arld WIC IMPORTANT NOTICE In {ii'der to obutin inforanlRtion or make tl complaint, You inay contact Jeffrey Guldberg, Vice Proident - Cluims, at 1-800-338.0753, You may call SIYEss Ile Corporate Solutions America Insurance Carpuratina Air 81viss Re Corporate Solutions Premier Insurance Corporation's toll -fare nulhhur for informa:ion nr to malkc a complaint tat: 1-80D-338-4753 YOU may Also writs to Swiss Re Corporate Solution% Americas Insurance Corporation nr Swiss Ike Curpurst4 Solutions Premier instiranr`e Corporation al the foilowhig aaddress: 1450 Amerieao Lane, Suite 1100 Schaumblu'g, IL 60173 You llUly contact the Tex as Delrartnit'nt or Insaaa'alatce to obtain infornlalioll Oil c:u111lmili0%, coverag44, rights ter camlalalints at: 1- 800-252-34-19 You :slay write tilt Texas Departillcnt of Iimuralice. IP.0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web., Ili t Lysflwivw.tdi.stsittF.tx,us E-mail:Cal"11IncrPro tvoinrts�+ ltii.A511VAX.us PREMIUM OR CLAIM DISPUTES: ShOUld you have a dispute colaccrnin� your 171Oirailun or ahOut a Ciainl you %hffilid first contuel tile: S3viss Re Corporate Solutions Ainerlen lnsurnnee Corporation or Swiss Re Corporate Sulrstlaiks Premier I istirance Corporation. II'lllc dispute is naA resolved, you may conriwt the'rexas Dee arimunl of Insurance, ATTACH THIS NOTICE TO YOUR POLIM This notice is for infostnation only and dues nai become u psv't or condition of t11e attached document. Para obtencr inlornincion o p€aru 5omctcr %in qucjaa: PLlede Cotrntnicilhse Chin Jeffrey Goldberga Vice President - Clfllllls, aJ 1-800-338-0753, Uslcd puede Ilamt' ill ilulncji l tic: (elcllont) grains do Swiss Re Corporate Solutions America Insurance Corporation u Swiss Ile Corporate Solutions Premier Irrsurmwa Corporation's Para infksrnme-1011 o pam soitloter una rlucja al; 1-800-338-0753 Usted tambien puedc cvcribir a Swiss Re Corporate Salutiant America insurance Corporation o Swiss Re Corlirlrsite S0111tl(uly Premier Insurance Corpm-111itni all: 1450 American Lane, Sulte 1100 Schnumburg, IL 60173 Pucde escribir al Departments de Seguros de Texas para oblenci' aceica do coll)pauligs, wbcrturas, dcrechos o gtaejas tel: 1- 800-252-3439 lluc c Cscribir al Departrrrcnto tie Se pros d*'rexss: 111.0, Ilan, 149104 Austin, TX 78714-9104 Fox: (512) 475-1771 Weil: ll11171:1f vwW.tdi-s1zty-tx.us R:-mall:ConsunrProtectianCOt tdi.stiltr.ix.us f)j$PV']'A„SSODRE PRIMAS 0 RECLAMOS: Si licne una disputa coa7Ctrllicllte a 911 Prima o a kin rcclaililu, dcbc r onlunicarse can el Swiss Re Corporate Solutions America insurance Corporation o Swiss Re Oirpornte Solutions Premier Insurance Cnrpnraation prilllero. Si no sc resuelvc N 622 pLLta, I1110c IMM119es Gt]lluanicarse COLS el Depatli'llnonto do sr,gurps do TCXaa%' UNA ESTE AVISO A SU POLIZA: FsIc riviso cs solo paraa proposito de int:'omacion y no se Gt w(i rtC qi liartC (1 Colldicion del dorsumento adjllnio. PAVING CC SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Tradition, Phase 3C, City Project #103518 UNIT PRICE BID Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item Section No. Measure Quantity Paving(� Facilities 1 3211.U400 Hydrated Lime 36lbs./S.Y. ,3211 29 TON64 $190.00 $12,160.00 2 �Cosllecto' 3211.0400 Hydrated Lime �30 lbs./S.Y. Reidential) 32 11 29 TON 173 $190.00 $32,870.00 3 3211.0501 6' Lime Treate ubgrade (Colector) 32 1129 SY 3,530 $3.50 $12,355.00 4 3211.0501 6" Lime Treated Subgrade (Residential) 3211 29 SY 11,476 $3.50 $40,166.00 5 3213.0101 6" Concrete Pavement (Residential) 32 13 13 SY 10,755 $55.50 $596,902.50 6 3213.0102 7" Concrete Pavement (Collector) 32 13 13 SY 3,351 $62.00 $207,762.00 7 3213.0301 5' Conc Sidewalk 31 1320 SF 340 $7.25 $2,465.00 8 3213.0302 6' Conc Sidewalk 31 1320 SF 9,480 $7.25 $68,730.00 9 3213.0506 P-1 Ramp 321320 EA 2 $2,550.00 $5,100.00 10 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 8 $250.00 $2,000.00 11 3741.0001 Traffic Control 3471 13 LS 1 $3,500.00 $3,500.00 12 9999.0001 Sawcut 00 00 00 LF 77 $8.00 $616.00 13 9999.0002 Striping 00 00 00 LS 1 $2,750.00 $2,750.00 14 9999.0003 Remove End of Road Barricade 00 00 00 EA 3 $500.00 $1,500.00 15 9999.0004 Connect to Existing Pavement 00 00 00 EA 3 $800.00 $2,400.00 16 9999.0005 R1-1 Stop Sign 00 00 00 EA 4 $85.00 $340.00 17 9999.0006 St Marker Blade 00 00 00 EA 32 $25.00 $800.00 Nvinq Subtotal $992,416.50 Bid Summary Paving Facilities Subtotal $992,416.50 Total Bid $992,416.50 "Performance/Payment and 2-year Maintenance Bonds** $18,000.00 Grand Total $1,010,416.50 **PLEASE NOTE: BONDS ARE NOT A BID ITEM* This bid is submitted by the entity listed below: Company: RPM xCONSTRUCTION, LLC By: 4R�E+� Street Address: 5208 Tennyson Pkwy, Ste 130 7�L.��' City, State, Zip Code: Plano, TX 75024 Phone: (214) 239-4722 Signature Title: Vice President Date: 12/16/2022 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 40 working days after the date when the CONTRACT commences to run as provided in the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION BID PROPOSAL -DEVELOPER AWARDED PROJECTS Form Revised January 29, 2020 Tmdmon Phase 3C Crty P"Jut # 00 42 43_&d Proposal 0045 12 - 1 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement 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. Major Work Prequalification Type Contractor/Subcontractor Company Name Expiration Date Paving RPM xConstruction 3/25/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: RPM xConstruction, LLC Company 5208 Tennvson Pkwv, Suite 130 Address Plano, TX 75024 City/State/Zip By: Peter Dawson (Please Print) Signature: Vice President Title: (Please Print) Date: 12/16/2022 END OF SECTION CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103518 Revised September 30, 2021 DO as 26.1 MTRACTUR COMPLIANCE WITH WORKER-SaMPEsNSATIONLAW Pula I or I SECTION 00 44 26 CONnAtwTf7k COMPLIANCE WITH WORKEW5 COMP5XSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for sli of its employees employed or City Prniect Na, 5.18, Contractor further certifies that, pursuant to Texas Labor Cade, Section 406.096(b), as untended, it will provide to City its subcontractor's cerlificatcK of eQmpiianpc with worker's compensation coverage. CONTRACTOR. - RPM xConstruction, cumpany 5208 Tennyson Pk► v. Suite 110 Address Plano. TX 75024 Citylstatelzp THE STATE Op''I TEXAS § COUNTY OF TARRANT § Peter 13*W$4n By, ptease Print) Signatum: VIM Pro}Idarn Title; (Plussc Print) BEFO N E, t trdersi tted aUhOnty, on thin day pulsorally appeared , known to me to be the pemon why}Re name is subscribed to the forege�� n trument, and acknowledged to me that he/she excutcd the same as the act and deed of ME Cur the purp=ii and consideration therein expressed and in the capacity therein stated. GI N UNDE MY HAND AND SEAL OF OFFICE this �dEly or �, 2022. r SHERRIATAVLOR * NQtarq Mae, State rsr + 00fim. EK06-SOG-03•2024 QryPublic in gild fibr /lie Stut f Texas � r ° M�tarylGS+?t�lS•6 I! ND OF SECTION CITY OR FORT WORTH 7ir dWorr. €:rurral!'I we IC S'I-ANPAk0 (LONSTRUC' ON SPECIEICATIOX DOCUMENTS CPN 0 1035 18 RcyiNcd July 1, 2011 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 02/28/2023 is made by and between the Developer, HT Hwv 114 Develoument, LP authorized to do business in Texas ("Developer"), and RPM xConstruction. LLC authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Tradition. Central Phase 3C CPN #103518 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 40 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred Fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103518 Revised June 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of One Million Ten Thousand Four Hundred Sixteen & 50/100 Dollars ($1,010,416.50) Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103518 Revised June 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by anv act, omission or negligence of the citv. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by anv act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103518 Revised June 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-lCllC4F59E74 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Autho7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: RPM xConstruction, LLC By: (Signature) Peter Dawson (Printed Name) Vice President Title: Company Name: RPM xConstruction, LLC Address: 5208 Tennyson Pkwy, Ste 130 Plano, TX 75024 Date: 2/28/2023 HT HWY 114 Development LP By: see attached (Signature) Robert W. Witte (Printed Name) Title: Senior Manaaina Director Company Name: HT HWY 114 Development LP Address: 2700 Commerce Street, Ste 1600 Dallas, TX 75226 Date: 2/28/23 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103518 Revised June 16, 2016 DocuSign Envelope ID: 87D6542B-2BA3-487F-8438-1C11C4F59E74 HT HWY 66 DEVELOPMENT LP, a Texas limited partnership By: HT Hwy 66 Development LLC, a Delaware limited liability company, its General Partner By: HT Hwy 66 LP, a Delaware limited partnership, its Sole Member By: Hines Hwy 66 LLC, a Delaware limited liability company, its General Partner By: Hines Hwy 66 Associates LP, a Texas limited partnership, its Sole Member By: Hines Investment Management Holdings Limited Partnership, a Texas limited partnership, its ro or i 1r)—+ o,. DS DOCUSigned by: BfIZ W�-M 8650538BC883470... Name: Kobert W. Witte Title: Senior Managing Director 0062 D - I P iOURMANCE BOND Page 1 of 3 Band No. 232755a PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE. PRESENTS- COUNTV OF TA RRANT § That we, RPM xConstruction..LL+C , known as "Principal" herein and - `;w,r 6 rd€+ Corporals fiviutM3 America lnnutmw Qw-pu+awn , a corporate Surmy(3urctics, if more [Iran one:) duly authorized to do btjlrintss in the State of Texas, known as "Surety" hexcia (whether one or more), are held and firmly bound unto the l cvcXaper, ATRwv 114 dc►+e1or3p . sti Lr.P, authorized to do busincsb in Texas l"Developer") and the City of Fort Worth, a Texas municipal carp&ativrt (,,,City,,), in the pctlal sum of, Cane M Ilion Ten Tl,ausanti_Four Elnndred Sixteen 4L-501100 fullers 31-010.4} U-7 . lawful mercy of the United 5tatc$, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Dtvc-lnper and the City as dual obligors, we bind ourselves, our heirs, executors, adminiSITAtgrs, successors and assigns, jointly and severalky, firmly by these Presents- WHEREAS, Developer and City have entered into an A�rcesnent for the construction of community facilities in the City of Fart Worth by and through a Community Fa❑ilitics Agrecinont, CFA, Nurnbcr 22-0110 and WHEREAS, the Principal has entered into a c ortain written contract with the: Developer awarded the 28th day of February,2023 a M2, which Contra�z 15 hereby referred to and made a part horpuf fQr all pulposes as if fully set ferth herein, to furnish all materials, equipmetrt labor and other accessories defined by law, in the prosecution of the Work, including any Change; Orders, $Ls prOVidcd for in said Contract designated as Trndffign. +✓'ear, dAuse.JC-- NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly dnd faithfully perform the Work, including Change Orders, under the Contract, according to the plans, spooifloations, and contract docurnt�nts therein referred to, and as well during ar�y period of extension of thu Contract that may be granted on the part OF the Dcvc1oper andlor City, that this obligation shall be and bec:ornG null and Void, otherwise to remain in full fierce and effect, CITY 01; FORT WORTH Trrojimr• Coaral Maw 3C S'rANf)AltD CITY CONDITIONS - DEVELDPER AWAkDIM PROJIX-{'S Cf'N Jul 03314 kvivid January 31, 2012 0063 11.3 PUPO MANCB BOND Owwork PROVIDED FUR11-11FR, 111011f 113Y legal { udan bo fled nn Lhis Rcmd, ++ iur dhs111it in Tprrant County, Toxej ur dta Uni[od Slates Dime-iat Lour# fc+r the NoYthah Dit[ribt of Toxg4, Fort V4rasih I)ivivian. 'his bond is mm& and bxeculed in comglioncc wish She pro vWum of Chapter 2253 Qf the Tom Govommmt Co*, as amcidod, unit al Imbililia% an [his hoed shnII he cltrmmikiad In WCOtdhr1" 4vi[h lho pspyisiprls of Nali4 gal tit:, IN WrINESS WHEREOF. the PrincipnI and the Stmc$y have EMNIED it d sfiAim IN19 insLrument by duly mhori=d oac141ta and onlio is en this the „ 28th d�r of February, 2023 , $t}, ATTEST. (princiitol) 3mgmey 7Tti[Ilaii 6� � fln 'rY1�GIS Ig ra — RPM mCantrwWo, LLC BYI 6i�i41o� 4�� 4L :.w l �V NaMa alit Till 0 AddrrsI: HVB Tsnr►wwn PaOWV. Bull+ 130 Pjorha, Ix 7014 SURETY: @WW ko SdWkm ACM408 Inrdrer►ra CblpOf8110f1 BY: i lL _ � I$ I# ,Arpdim Ras* Cimwf8rl, Aidmb e fp Nnme Lnd Tiilo Addrw*'..3, jpni*t Tel9Phml4l 34Mbff.. (0161235-3700 'Kota: If signed by an pfficar of Lhc Suroty Company, NLrc must be on Me a cerd Red txKnUt kim lh6 by -lawn shaving that Lhis peracm hail au[hnrity In �Igl) auch obliptlon, 1f Stlracy`i phyaic$I addtous is diffdt[i Pram ILs inniIing nddrass, bath mull he providd, CITY OH FOKr vl+gA'm T-im(fnvrr. Orprnu! rahuro Jt' 3 tANDA111x CITY OP14131TIE)N$ - ranvurOhoR AWAKLl4{o PROJECTS CI'N WOB 18 RqwNW Wwory M.'AII U95213•1 FERFORMANCF, BAND Rage 9 of 3 T4c: date ofthe bond shall not be prior to the dstc the Contract is awardod, CITY OF FORT u OR'I'll 77 (Jffmt, CmInd Ame X STANDARD CITY COMMONS, , DRVJ3LDf'EA AWARDLD PROEM CPAO NJWM Ravixod Jonuery M, 2012 0Q6214.1 PAYMENT BOND Page I of 3 Band No. 2327566 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE 1'RFUNTS; COUNTY OF TARRANT § That wv, RPM icConstructlon, LLC _., kitawn as "Principal" herein, and Swiss Rv Carwato ISolullons America Insurance Corporation a corporate surety (or suyrcties if more than one), duly authorized to do business in the Suite of Texffs, krlQwn as "Surety" herein (whether Qnp or mgTc), arc held and firmly bound unto the Developer, ITT 1JV 114 DevOcia rent E, authorized to do business in Texas "(Dcvelvpur"), and the City of Fort Worth, h Texas municipal corporation ("City"), in the portal sum One Miliinn Ten Thousand Four Hu 1red Sixteen & 501100 dollars F51 M0,41.6.50I_ lawful money of the: Unitud Statas, to be paid in Fort Worth. 7 WOrit County, Texas, for the payment of which sum well and truly be trladc jointly unto the Developer and the City as dual obligam, we bind ourselver,, out hairs, executors, administr9tors, supcpssors and assigns, jointly and severally, firmly by these presents; WHEREAS, Developer and City have entered into are Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreenicrlt, CFA Number 22-01.1 Q , and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 28th flay of � February, 2023_.,`-7 20227, which Contract is herby referred to and inadc a part hereof far all puiposes as if fully set tartly herein, to furnish all materials, cquipment, labor and other acccssorics as defined by law, in th4 prosecution of th4 Work m provided for itt said Contract and designated as Tradition. Central Phow 3C. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond benefiQiary (aa di;fined I'll Chapter 2253 of the Texas Government Cade, as amended) in the prosecution of the Work ander the Contract, then this obligation shall lac and become null and void; othcrwi5c to remain in full farce and effect. CITY oil ilom, woRTH nwdiam, ciror,#1 11Jre.4W X STANDARD CITY CONDMONS - bL'Vu.L01%k AWARDED PROJECTS C N 01035M Revised January 3 I, 2012 0064 Ia •2 rAYMIM bONO MMIRU T4,is bond #a made =d imcc%W In compliam wish the proviAlcns ofLliapldr 2253 aEM `foxes Govt ytm mi Code, is amandad, and all liabilities cm this baipd shiD11 be dcL@rm]aad id wordanco with the plovWou of uid atatwe. IN WITNESS WHEREOF, the PridCipal acid Surely have cgch SIGNED Pnd SEALED thi% instrument by duly ak;lhorired gvits and olilCaIS Ott thill Lho 28th day ref Februarv. 2023 lit, PRINCIPAL; RPM xCfmmlftmd r, LLC Al -MS -' 8Y: SiOts LUM tC/MV /Avj, � (Peiricipu]) Sat Mime ar4 Tatlm OL Addre�s: boo T#v+Ay w++ Parrs. 3gim 13d Pianos TX MN4 a � Vilnoss os to ne6}�n " SURETY - Me* FIe Corporate SaILAkwa Amarlas Innuntnoa carpx"M � OtIIIr� ArFdrea Ron Crawla(d, Allornoy IM1 Fact aceml dry ]Name andTl Add=oaa; izoo Ms1n av%k. suuaw "r"I M, MW 041ih ilflo�ld ak [�riit�+ `tClephone Nytlllj)er! 1810i 23&37W Notp, If sfgmed by an offieor of lire Rµrply, those must be an rile a certified extract froin the bylaws showing that this parson hiss authority to sign such obligatian. If Suruty's physlcal a3dd om ig differurtl frM Asa =ilihS addva", bdlh mum lib provided. The duke of the bond A&LI. aft be prior Io the date the Comma is nwilyda END OF SIEC 'ION crry op irou WoRTN rr 7Nwr. rr�t P�V�rrhr !G' STANDARD CITY CONDITIONS - DIMLOPUR AWARDED PRO)M IT cPM NOD AUVI O J.mM-j+ 51. 2011 DRdZ14-3 Mwlt+rift MONO Pegc 3 of 3 crry pF i;oR'r WORTI; 7W illoh, c7Qnlr[ i Phm X STANDARD UITY CONDITIONS —DEVELOPER AWARDED PROJECTS CPN 9103518 Roviced lonunry 11, 2012 0062 10- 1 MAINTUNANCti BOND Pago 190 Bond No. 3327556 SFCTI41N 44 52 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS - COUNTY OF TARRANT § hat we lE 'i1 ('onstructfon, .1 , known as "Principal" liercin and Swim Re Owpo►ata Sbiudpn$ America Insuranp4 Gorpuraticn , a corporate surety (sureties, if more than one) duly authorized to do business in the State ofTexa5, known as "S=ty" herein (Whotlier Otte or rnvrG), are held and firmly found unto the Dcvclopor, HT_HWY 114 Dgvelo.ument. LPi authorized to do business in Texas ("Developer") and the city of Fort Worth, a Texas municipal corporation ("City"), in the sum of due MiMon 'ion Ttttlusand Four Hundr-ed Slxtven & ,2LLQ0_Dol1srs (SI.010,416.501 lawful money of the United States, to bp paid in Fart Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developor and Elie City as dual obligees and their sucermors, we bind ounicivcs, our heirs, exccutags, administrators, successors and $55igns, jointly and severally, firmly by these presents, WHEREAS, Developer and City have entered into ah Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number r24110 , and ► HEREAS, the principal has entered into a certain written contract with the Developur awardod the Mh day of _ February, 2023 , VM7. which Contract is hGrcby r&LTcd to and a made part hereof for all purposes as if fully set forth herein, to furnish all Materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting FrQrn a duly authorized Changc Order (collectively herein, the "Work") as provided for in Said Contract and designated as Vadidon. Cone.-aiNfalLiC and WHEREAS, Principal binds itself to use such rntsterials and to so construct the Work in accordance with tht plans, specifications and Contract Documents chat the Work is and will aomain free from defects in materials or workmanship for and during (tic period of two (2) years after the date of Final Acccplatrc4 of tho Work by the City ("Maintcnance Period"), and OITV OF ;-%'1' W t}RTt I TNIA01. C ONIrr11 Pharr 3C STANDARD CITY OONDI't`MS - DEVELOPER. AWAt DPI) 11R0JE(7I'8 C111V AlM1.9 Rey iuO hi fumy 31, 2012 006219-2 MAINTENANCE BOND wngc 2 of 3 WHEREAS, Principal binds itself to repsir 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 Maintonance Period. NOW THEREFORE, the condition of ibis obligation is such that if Principal shall remcdy any defective Work, foie which titnely notice was providcd by Developer Or City, to a completion satisfactory to tbv City, then this obligation shall becoma null and void, Otherwise la remain in full farce and effect. PROVIDED, HOWEVER, if Principal Shall fail so to ropair or rcconstruct any timely noticed defective Work, it is agreed that the Developer or City may catuse any and rill such defective Work to be repaired and/or recon%truotcd 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 fin thifi Senn, vonvo shall lie in Tarrant County, Tcyas or thu Unitcd State District Court for the Northern District of Texas, Part Worth Division; and PROVIDED FURTHER, that this obligation shall be Don inuou5 in nature and succcssive reaovcflcs may be had hcrcon for successive breaches. CITY Of" FOOT WORTH 7ralillan. Central Phekw 3C STAND!+) CITY CONDITIONS — DIRVELONA AWAkI'J ) t'IiAlF)M S CPA? 1I10311$ Revised January 3L. 2D12 NoIII } MAIYT19NANCH U09D I'gaIorI I WITNESS WHEREOF, the Principal wW the SumLy h&& t aheh SICINED and SE -A 1Y D this instnimml by diAly sulliMad agima and nfflcars pn th;S the 28th day al` February, 2023 2Mi ArJTST: ( risl�I�tiEll} �o�i+llzAl'y Wltn4s� � to PrJn '"� P 'I7EST: zltn 4s:ra " Jis Sf4 1-Maly ROM KCwhtNi1W, LW BY Si�ut� A Ol aY A* Acdress: T4nrrrovn i}wmm.luft 13D 9URS' J9M+I1� � 88hJ11i815w J�A51tt�C�ln�uh¢nnn C:nrlm•�tilinn 13Y: ISnalwx AUHIIYi Rise CfWMDI i AllurricN. .PS% �a try Titi�� Af2dress i2�0 M#kIf##�, 8t,hf, Kaniei Gly, MO 64103 T4lvphvrio Number. (010235-5700 *Note; If S:IPCd by 4Nn OMCOT Of th@ Sid0ty CUmpany, thorn must he on rite a cartifinO exhort ftw tho �y-lbws shming that this pmon has AuLhoriiy to higri Ouch nbligALion. JC Stjrcty`x physical zddmJL io dit'fcrcnt fraln its mailing address, bash must be provided. Thu duto of tha bond shall not be prior la the data the C tMCL is Awardcd, STAI V]AR15 C3TY (:UN]] TIUNX-DIlVISWITP AWAjUPl 13 PRPJKT� UP HlPJ5la Xqw+ W)SPU01yasI;daa SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCR COPYORATJON F1YVA NORTH AMEsRICAN SPIXIALTY JNSUPLA14CE COMPANY (" sRCSAIC") SWISS RE CORPORATR 90trx1710NS PIMMIPP, INSUkANCS CORPORATION FnVA WASHIhiGi1"[,jN1YIEsRNATIONAL 16SUliANCECMPANY (IISRCSFIC") W ESTPORT ng5UkANC:E CQRpoixr N rwiuj GENERAL POWER OF ATT0RNEV KNOW ALL MEN BY THESIS PRESFENTS, THAT SRCSAIC, it Corporation duly organizcd and eximirig under taws of the state of Missouri, and having its prinaips] office in the City Of Kansas City, kliisouri, and 5'RC$P`j ~, A corporation organized and cxiating LZtlder the Inws of the State of Mi%.%miri and having its principal office in the City of Kjenma City, misxgpri, and WIC, oeganircd under die lawn of the Stoic of Missauri, and having its principal office in the City of Kansau City, Missouri, each dogs bercby make, COntlituec and appoint: JOHN k. WARID, T}fOMAS 00LJ61_45 MOORE. LMILY ALLISON M1KESKA, ALLYSON W. DEAN, MONICA RUBY VEAZEY. JOIN Wtf.UAM NEWSY, •rRQY RUSSELL K€V D49RA LEE MOON. AREA ROSE CRAW1:OIRV, SANDRA LEE ROK-Y, DANA I�ENE MOORS AND COLIN E, CONLY JOINTLY or SEVERALLY It$ true and lawrul Auomcy(5)4in-Tract, to matte, excCutc, -seat and deliver, for and on its behalf and as its act and dttyd, bonds or ather writlrigs obligatory in the nature of a baud on belialf of caoh of said Companies, as surety, an ewmas of surely&hip as are UT may bd ragUirq� 4r permitted by law, rcEulotion, colitract at wherwise, provided that no bond or undertaking or Contract oraurelysbip exccutad under this authority shall exceed the amount of.. TWO HUNDRED MILLION (M.0001000.00) DOLLARS This Powee bfAttomcy is granted and is ragncd by facsimile underand by the authority of the following kololutions adopted by tha ftw4t of Directors of both SRCSAIC and %'RC5P[C at moctinge duly Called and held on the 1 Stb of November 2o2l and WIC by wrltten eonsew of its Excoutivc Caramittea doted July 18, 2011. "RESOLVED. that any two of the Pregidem, airy Mbringing Direetat, any Senior Vies President, any vice President, the SLLkUry qr Rny Assistant S"Mary be, and oath err;kny of them hereby is, authorized to cxetsuee A Power of Attorney qualifying the attorney na,s,ed in the given Fowcr of Attorney to oxervic on behalf of they Corporation bands, undertakings and all cantraeta ormrcty, and that each at any of them hereby is aulhari4ed tv Guest to the execution of say such Power of Aetotnay and to attach therein tltt Aeai of the Corporal ion; and it is FURTHER RESOLVrD, that the signature of auCh ofrwers and the seal efthc Corporation nay be affrxcd to any such Potiwcrvf Attorney or to any ortiti"te relating thereto by faosunile, and any serch Power of Attorney ce rerlificate bearing such flim6 rile signatures oe raclintile sertl shall be binding upon the Corporation when so eyed and in the future with regard to any bond, undcrtitking or Contratt bfsurely to which it is attached � � paLUT1 l+�bir.ij�,y ti SEAL, 1973 w { � rr,�,�4 wM•- ! Erik Ael W, Vk,- rr lldnt of IRS'BAX dL 9_ , vLm 0jjy#&1 L% u1 N nciri ; N.lrl Y 17rftllfivl of Ian' Cerild J-ii--La. v,n rnddMl or-sRCBhlCJS vim rnddolo or*RCMIC b Ykr j*nmdj■f or►r1ev IN WCTN s WHEREOF, SRCSAIC,-5RCSPIC, and WIC have Ctusacl eheir official Beals to be hereantc affixed, and tiscsa pecianY , uj be signed by their authurind ofSCcrs this 2nd day of AUGUST .2022 Swim Rc Corporate Sulvtions Alllff Ca Inauranee {corporation Stare of Illinois 5wlss Re Corporate SONS (oils Yremler Inxurancs Ctrporstlen County of Cook El Wratpart llnurunce Ce)rporRtion On this Ind ay of AUGUST 20 -22`, btrCbre mc, a NotaryPUbi[C pdt3unally appuAred � i larsd4Cna ,scalar Vice 1'residenLof SKC�A[[: and Senior Vice President of SFtusl [C and Senior vice President of WIC and Cplrald Ianrowski , Vice Presida:tt eyiBR M,1iC and Vioc 1'rrsidcert of SPCSPIC and MCC President of WIC, pentanally known to Ind, who heind by me duly swam, aeknawlcdgCd that ehcy signed shu bbavt Fawcr of Altofacy Bit off'iceraof;md neknowlodgM said illalrunlent Rabe the xahjd=,y_&a=LL4eLALQL1b9iT Teaptcr6ve carnpsnje2..tuim��ry Ore VC &L 0A �L e YI e.hM jje}i r.,••ii W.r; ti YaOMirl A. Patel, Notary r, JefissY Gong, tttc duly elects 51ako lee arc Werit Bad A3x;3Unt §%S[gjj oi`SRCSATC arrd SRCSPIC and W ECL do hereby serlif that the above and roregoing ie a stud and 4t>amt copy of a Power of Aitorncy given by said Si1ZMIC and 5R,CSP1C and WIC, which ix vili in Ihll 1broc •and effect, IN WITNESS WHEREOF, I batve act my band and affixed the t:t:als of the Companies this28th day nf- February , 2C 23 . Ieffrey Goldberg; Senior Vice President & Xnistant Secretary Of8RC5AIC and SKCSPIC and w1C IMPORTANT NOTICE In order to obtain infQrination or make a complaint You may contact Jeffrey Goldberg, Vier Presidarit Claims, at 1,400-338-0753. You may call Swiss Re Corporate .Solutions America Insurance Corporation or Swiss Re Corporate Solutions Premier Insurance Corporation's tell -free nurn her for information or to make a complaint at: 1-800-338-0753 You may also write to Swiss Re Corporate Solutions America Insurance Corporation or Swiss Re Corporate Solutions Premier Insurancc Corporation at the following address: 1450 American Lane, Suite 1100 ,Schaumburg, IL 60173 You may contact Cho Texas Department ofInsuranee to ohlain information on companies, coverages, rights or oomplaint3 at: 1- 800-252.3439 You may write the Texas Department of Insurance, P.G. Box 149104 Austin, TX 787144104 Fax: (512) 47$-1771 Wrb: httn;flwwwAdi,stateAx.us. E-mail :CnnsumerProtecdonnbtrli.;R tz_tts I'RIiriV1 VM OR CLAIM DISPUTES. Should you have a dispute concerning your premium or about a claim you should first contact the Swiss Re Corporate Solutions Amerien Insurance Corporation or Swiss Re Corporate Soiutivn,� Premier Insurancc Corporation, if the dispute is not resolved, you inay Contact the Texas Department of l nsuran-�e. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for infvimiatian only and does not become a part or condition of the attached dacumeut. Para obtener inlornracloll ❑ para sc tumor uri qucja: Puede comunicarSe can Jcitrey Goldberg, Vice Preside::t - Claims, al 1-800-3304753, Usted puede IIdmr al numero do tclef0n0 gratis de Swiss Re Corporate Solutions America Insurance Corporation 0 Swiss Ike Corporate 8alritions Premier Insurance Corporatiun's para inforniacion o Para someter Una queja al: 1-800-338-0753 Usted tambicn puedc escribir a Swiss Re Corporate Solutions America Insurance Corporation o Swiss Re Corporato Solutions Premier Insurance Corporation al: 1450 American, Lane, Suite 11100 Schaumburg, IL 60173 Pucdc escribir al Departmento de Segurus deg Texas para obtener information, ace-rea de evnipanius, cohcrturm, dorcchos o clrrejas al: 1- 800-252-3439 Puede escribir al Departmenta de Sekurox (tc Texay,. P.O. Box 149104 Austin, TX 79714,9104 Fox. (512) 475-1771 Wcb: hftn-//www.(dLs1atP_1x.:ua E- mail: Cons umerProtectioa{-14JAW_te,tx.r:s DISPUTAS 60BRT PRIMAS O RECLAMOS: Si tiene una disputa WhCertzientc a su prima n a urn rcciamo, dcbe comunicarse cot: el Swiss Re Corporate Solutions America Insurance Corporation v Swiss Re Corporate Solutions Premier Insurance Corporation primcra. Si no so resuelve In disputa, ptuede entot,ces eurnunicarsc con el Ucpartnicnio de Segurvs de Texas. LIMA ES'TE AVISO A SU POLIZA: F;str aviso cs solo para proposito de infromacion y na se GUnvertG on parte o condicion del documento adjurtto. LIGHTING SECTION 00 42 43 Dev4oper A.Yarded Projects - PROPOSAL FORM Tradition, Phase 3C, Cits Project 4 UNIT PRICE BID Project Item Information Bidder's Proposal Bidlist j Specification Unit of Bid Item DescriptionI section tQo. I Measure I Vuanuty Unit Price Bid Value Water Facilities 1 Trench Safety I 330510 LF 3,251 $0,001 S0.00 2 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 0.5 $0.00 $0.00 3 �3305-0109 3311.0241 8" PVC Water Pipe 3311 10. 3311 12 LF 3,171 $O.00 I $0.00 4 13311,0241 8" PVC Water Pipe. CSS Backfill 33 11 10, LF 80 4 $0.00 MOO $0.00 5 3312.0001 Std. Fire Hydrant Assembly w/ 6" Gate Valve & Valve Box 33 12 40 EA EA 2 $0.00 00 $0.00 6 7 312.0117 Conned to Exisbnq 8" W.L. Stub -out 3312.2003 1" Domestic Water Services 33 12 25 33 12 10 1 EA 108 $1.00 $0.00 13 312.3003 8" Gate Valve & Valve Box 331220 1 EA. 5 S0.00 SO.00 9 9e 9 0001 1.5" Irrigatloo Service 00 00 00 I EA 1 $0.00 SO.00 ater Subtotal S0'00 Sanila��yy Sewer Facilities 10 '3301.IKk12 Post -CCTV Inspection I 330131 1 LF 3,284 I $0.00 $GAO 11 3301.0101 Vacuum Test Manho:es 33 01 30 EA 9 $0,00 $0.00 12 3305.0109 Trench Safety 1 33 05 10 LF 3 284 I $0,00 $0.00 13 3305.0113 Trench Water �ytop{ 330515 EA 4 $0.00 $0.00 14 3331.3101 SDR-26 4" Sewer Services 3331 50 EA 108 $0.00 $0.00 3311 10. 15 3331.4115 W SDR-26 PVC Sewer Pipe 3331 12, LF 3,163 s0 CO S0.00 33 31 20 16 3331.4116 8" PVC Sanitary Sewer Pipe wi CSS Backfill 33 11 10, I 331112 LF 121 SC.00 S0.00 17 3339A001 4' Std. Dia. Manhole 33 39 10, 33 39 20 EA 9 $0.00 SO.00 18 3339.1003 4' Extra Depth Manhole 33 39 10. 33 39 20 VF 33 S0.00 $0.00 19 9999.0001 Conned to Existing 8" sewer 00 00 00 EA 2 SO.00 $0.00 20 9999 0002 Manhole Cor•osion Protection 00 00 00 1 FA 1 $0.00 �anitary Sewer Subtotal :0 Storm Drain Facilities 21 0241.4401 Remove HeadwalVSET I 0241 14 EA 1 s0.00 $0.00 22 3137.0104 Medium Rjifrap dry 1 31 37 00 SY 120 461 s0.00 $0. $0.00 $0.00 23 3305.0109 Trench Sa etv 33 05 10 LF 1 I 24 3341.0201 21" RCP. Class 111 3341 10 LF 35 $0.00 $0 00 25 3341.0205 24" RCP, C!ass III 3341 10 LF 137 S0.001 $0.00 26 3341.0402 42" RCP, Class 111 3541 10 LF 1.025 $0.001 SO 00 27 3349.0102 5' Storm Junction Box 33 49 10 EA 2 $0.00 $0 00 28 $,plm Junction Box 344910 EA 1 $0,00 "1 DO 29 bbp 4 Headwall jtg. g � 33 49 40 EA 1 $0.00 S0.00 30 3349 1202 42" Headwall I 34 49 40 EA 1 S0.00 SO 00 31 3349.5001 10' Curb [Net I 33 49 20 EA 6 $0.00, $0,00 32 9999.0001 5' x 4' R.C.B 00 00 DO LF 264 $0.00 S7.oG 33 9999.0002 Concrete Apron 1 00 00 00 SY - 10 1 $0.00 $0,00 Storm Drain Subtotal $0.00 Water/Sanitary SewerlStorm Drain Facilities Subtotal S0'001 J- s r' X CrrY OF FORT AMrA ('A rmjetl l tl'. NOQW CONSIRM INn M MON-L-00 kLCY K 1Y'.lnnt0 MU. Z_ 71 ur a: 43 RYI hgwA Fvalk.ad J- A'_OV Pavinga Facilities 34 3211.0400 Hydrated Lime A 36lbs.!S.Y. (Collector) 32 11 29 TON 64 $0.001 $0.00 35 3211.0400 Hydrated Lime Q! 30 Ibs.!S.Y (Residential) I 32 11 29 TON 173 SO.00100 36 3211.0501 6" Lime Treated Suporade (Collector) 32 129 SY 3.530 $0.001 00 37 3211.0501 6" Lime Treated Subqrade (Residential) 32 11129 SY 11.476 $0.001 .00 38 3213.0101 6" Concrete Pavement Residential) 32 13 13 I SY 10 755 1 S0.001 $0.00 39 3213.0102 7" Concrete Pavement (Collector) 32 13 13 1 SY 1 3.351 I SO.001 $0.00 40 3213.0301 5' Conc Sidewalk 31 1320 1 SF I 340 I $0.001 $0.00 41 3213.0302 6' Conc Sidewalk 31 1320 1 SF I 9.480 I SO.001 $0.00 42 3213.0506 P-1 Ramp 321320 1 EA 1 2 1 So.00T $0.00 43 1'441A003 Furnish/Install Alum Sign Ground Mount City Std 344136 1 EA 1 8 S0.00 $0.00 44 1374 1, 0001 Traffic Control 1 3471 13 1 LS I 1 S0.00 $0.00 45 19999.0001 Sawcut I 00 00 00 I LF 1 77 S0.00 $0.00 46 19999.0002 Striping 1 00 00 00 LS I 1 $0.001 $0.00 47 19999.0003 Remove End of Road Barricade 1 00 00 00 I EA 1 3 SO.001 SO= 48 19999.0004 CQn^ to;Xlstinq Pavement _ I 00 00 00 EA 3 SO.001 $0.00 49 19999,0005 R1.1 St `Sian 1 000000 1 EA I 4 SO.001 $0.00 50 �9999 0006 St Marker Blade 1 00 00 o0 I EA 1 32 S0.001 $0 00 Pavinq Subtotal 1 $0.00 Street L G[�Facilities 51 2605 3011 2" CONDT PVC SCH 40 (T) 26 05 33 1 LF 1.872 $1 46 S2.733.12 52 3441.1408 NO 6 Insulated Elec Con r 3,441 10 1 LF 5.616 $1.46 S8.199.36 53 3441 1633 Ty 336 Arm 34 41 20 EA 13 $298.00 S3.874.00 54 3441 3201 I.E Lghting Fixture (R-2) 34 41 20 E4 10 $375.00 $3 750,OC 55 3441.3201 LED Lighting Fixture (R-4) 34 41 20 EA 3 $375.00 S1. i 25 00 56 3441 3301 R" Illum Foundation TY 1.2. and 4 3541 20 EA 73 $3.020.1>D $39 260.00 57 3441 3341 RdwX Illum TY 11 Pole 344120 I EA 13 $3.005.00 S39.065.00 �treet Lighting Subtotal $98.006.48 Bid Summary Water/Sanitary Sewer/Storm Drain Facilities Subtotal $0.00 Paving Facilities Subtotal $0.00 Street Lighting Facilities Subtotal $98,006.48 Total Bid $98,006.48 Performance%Payment and 2-year Mantenance $ nLj $1,403.00 Grand o $99,409.48 **Bonds are not a bid item** This bid is submitted by the entity isted be!ow� Independent Utility Constn.ction, Inc 5109 Sun Valley Or Fort Worth. TX 76119 817-478 4444 •- office@iuctx.com C.wr-wr a;rm la -pl w'A URA rur FEN AL AC CEP I A?C E w ithis CONTRACT rorsmrnro to run as proridrd io for General C-ditioos. 94 .chavrd Waft 1 Sig P•esiaent 3(&2022 F.\n OF.%F.CTIO\ 4) ..,,king d- COY W FORT WORTH eYr lice % si A%PAI1t. t'(Y.<TRl t'rRH e1D CROr(XLL �TLDI'rA At.tRD[D PIIal1Lt':5 CO ti►R' rea Rn:d rnv. Y ` Ni M C u 61 r-," OQ40 u■t JPRCQUALIYJCATM UATE , ENT �WIel S19MOM 40 45 12 PREQUALIF ICATION STA'ItA+ ENT L;ach Ifiddcr fora. City p0mromanl Ia rquired Lo compldtt Lhd infornialion belaw by iden IItying Ilid prequalii ed con ImclLm and/or x4ccm1mIcira whom Ihmy irllmd to uiIIIzd fir tlw 1'd4 (w wA typa{x} IISLed, MV or Wo?k C0fl1r4et0HSubcon1rAd*r 0impnny Nam¢ Prcqu�lliflcotfarr Typo Gxir f n Roadway acid L I tin . Thq undo igmd hmrohy W1111081118L the ct}r1t!'eom andldr subeontrneLars desaril*l in the table abowc nm awrmntly prcquilli#icd 1br ll10 work types Ilued, DtD1 1A Ilidrtrrdrld41ft ody#t`u¢IJnn. Zne. BY: W C.-?mpnily ( ease Print) M#iV11 Volley >}Axe. � Fort Wgr&TX 701'skid-, �r Cilylsmlcrf.ip �loaaa t In Dam: END OF SZMGN CITY OF FOOT WOR7; 7rwwftft% Vehhwf Phm STA NOAR@ CONSTRUM-W 9 MEN ICATION L1l]CLJMF-Nl% C piy t4lXj# R#vmii !kj4cmbu 34, 201 lja 45 25 ■ I COMAC 0RCOMPLIANU.' wrrll WORKERS COMPENSATION LAW k*pm l of I SECTION 00 452fi CONTRAC'rOM COMPLIANCE WiTH WORKER'S COMPENSA110N LAW Putluprif to Tomm trlbar Coda Sullen 406.096(a), in amendcd, Contrictor cartllirs that I pruvidzs wdrkef'x ron,ITFiliation Insucirler 40vemp for dil oftrs cmpjQyccs crnployl:d on Prolerl No. IJI . Cantrartor funbercaoInes than, puvsklent to Texas �abue Cody, Sktlgn 406. 96(b), as ammided, It will prpvi4p to CIty lta subcGnirulor's Orlifil:alb& of compltpirlcc w11h workd;r,� compc116e6011 tmr4d, CONT'RACTORi Inrlcusudeal Utility Comptrt4c,11pA� I comfy 5109 Slim Yiai1rV PH e A►dl¢rus s By: Prim) gigrla4 um, _ 4 ... Ego ,1Jgf. h. TX 76119 _ y'It1a; Fwww cilyllawrlip (Plaasd Pr1m) THt, STATE OF TEXAS � COUNTY OF TARRANT � BEFORE MU, the k31]deniped auillarky. arG thl� dAy pwaoFWly appewd Richard ~m • knpwn t4 me; W br tha mrsrsl whoar naini: Is subscribed til the mjjol nil In0umont, and ftCUbWltdpd Up me thnl Illrlsi,: cxccmW ihr pnlo as Iht aet and deed or Irld pand&M Ufty C,ani lrnxlkan■ Inc. The the purpuses and 4PDr,i&rnd0A IhdioIn cxpmtsod and in i4e Ity therein slawd■ •R MY HAND AN SEA OF OFFICE thIt _� � day of ■ ■ lrr T QHPIIiJiNA GARGIL Public in erld lbr fh $tb[r n �'�pxw 'i,fNeiPry PU01le. "•ilea 0 Tian Rhi �qmrtr, Etipu+* 17.7�•20�� 0glilq 10 IMAMS CI'IV 01. PORT wQµTjt +�r4v+l. CV�tf■lf MR0 fit• 41',#MAkht`sWA'ftM*5PHCrFp ATjUNrAjCUMENTs IrPNi'I Mlz k.vuod'Rpy I,MI DocuSign Envelope ID: 41589188-E267-45FD-BCF7-E09F196100E9 SECTION 00 52 43 ACFIBEMENT 005243- 1 Ek-10W Awordod Naim Aipxmgnt pap i and THIS AGREEMENT, authotized on 02/28/2023 is made by and between. the Developer, _ _ HT Ilwv 114 DeyclnnmenL IWP authorized to do business in Tc:xws ("Developer" �, and IddeTwndent Utility Construction, Inc , awhorized to do business in Texts, uutin8 by ante! tbmNgh its duly authorized representative, (~Contractor'"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as fo I I ow%: Article 1, WORK Contractor shall complete all Work as speuif ed or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents tnay be the whole or only a port i!i generally described ati follows; Tradition. Cientrrr! Phave 3C Article 3. CONTRACT TIME 31 Time is of the essence. Ail time limits for Milestoncs, if any, and final Acceptance as stated in the Contract Documents are of the eSScncc tp 1his Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 30 _ calendar days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Uquidatcd damages Contractor recognizes that time is of'the cmncc of this Agreement and that Developer will suffer financial loss if the Work is riot comFlctcd within the times specified in Paragraph 3.2 above, plus any extension thrreof 411owcd in uceordance with Article 10 of the Standard City Conditions of the Construction Contract For lXvcloper Awarded Projects. The Contractor also recognizes the dclayS, cxpcnsc and difficulties involved in proving in a legal proceeding the actual lass suffcr�d by the Ocveloper if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but nut as a ponalty), Contractor skull pay Developer Two Hundred Fifty Dollars (" 250.00) for Cfich day that expires after the time specified in Paragraph 3,2 for Final Acceptance until the t__Ity issues the final Getter of Acceptance. CLTY OF FORT WORTH 7WIN'W. CMIJAa ghost K7 STANDARD CONSTRUCTION SPECI17147ATION pLiCUMdFNTS - I)i vROPElk AWAttt7w MABC-r5 CPrV 0103SIE RsvisW Juno t6, 2016 DocuSign Envelope ID: 41589188-E267-45FD-BCF7-E09F196100E9 Ni2d3-2 Nvclojxt Myardcd [Prulect Agreement Pop 2ofd Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performancc of the Work in accordance with the Contract Documents an amount in current funds of N'1nt 1lne Thousand Four Mired Mine & 1100 Dollars ($99,409,441_. Article S. CONTRACT DOCUMENTS 5,1 CONTENTS,. A. The Contract Documents which Comprise the entire agreement between Developer and Contrador concerning the Work congim of the following-. 1. This Agreement. 2. Attachments to this Agreement: a, Bid Fonn (As provided by Developer) 1) Proposal Pont (DAP Version) 2) Prequalification Statement 3) State and Federal documents (pt�jec�rspe��c1 b. insurance ACORD Form(s) c. Payment Bond PAP Version) d, Performance Bond (DAR Version) e, Maintenance Bond (PAP Version) f. power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SSE Commitment Form (If required) 3. Standard City Crcncrai Conditions of the Construction Contract for Develorwr Awarded Projects. 4. Supplementary Conditions, r. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, w incorporated by reference find described in the Table of Contents of the PTojcct's Contract Document_s. 6. Drawings. 7. Addenda. 8. Documentation subm!tied by Contracior prior to Notice of Award The fni:lowing which may be delivercd or issued afier the Effect iv4 bate of the Agreement and, if issued, become an incorporated part of the Contract 0"uments: a. Noticc to proceed. b, Field Orders. c. trhiARge Orders. d. better of Final Acceptance_ CITY 4F FORT WORTH TradiNan, Commi P 3C STANDARD CDNSTRUC..TJON SPECINCATION DDCUMEHTS - NNFLOPER AWARDS-D PROJECTS CPN 0103518 Rcviw l lurx 16, 2016 DocuSign Envelope ID: 41589188-E267-45FD-BCF7-E09F196100E9 005241-i Qeve>oper Awnrded Prgkct Aygrepmmt Pup 3 al'A Article 6. INDEMNIFICATION 6.1 Contractor eovenantyc and agrees to indcrnndl , hold harmless and defend, at its awn expertise, the city, lis officers, servants and employees, from and against any and all claims arising out of, ur alleged to arise out of, the work And services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. Thix indemait-teation orovisintt is. smifirallr+ intended to oncrate and be effective even if it is alleged or prgv_et Ahat_a11 or tome of Ili dnn ei :situ ht twere caused. In whole or in P.ert. by any xcLomisslon.er ne Ii rence of the city. 'Chive indemnity provision is intended to Include, without limitation, indemnity for cosk, expenses and legal fees incurred by the city In defending $galast such claims And eauSes of action$. 61 Contractor covenants and agrees to Indemnify and hold harmless. at Its own expense, the city, its oMcers, servants and employees. from and against any and all loss, damage or destruction of property of the city, arlsing out of, or alleged to arise out of, time work and services to be perforated by the contrsaletor, its officers, agents, employeeN, subcontractors, licensees or invilecs under this contract. This indemnification prnvixion is-merAflcally intended to oyerwe and be effective even if it is allened or trroven that_a.il or some of the damnizes belnie sought wibre caused. in whole or in List by any set om.issiain..or.ne>tence of the eity. Article 7, MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are, defined in Article I of the Standard City Conditions of the Construction Cuntrwt for 0cvC1oper Awarded Projects. 7_2 Assignmcnt of Contract, This Agreement, including all of the Contract DOCLHnents may not be assigned by the Contractor without the advanced express written collserll of the Developer. 1.3 Successors and Assigns. Developer and Contractor each hinds itself, its partners, successors, assigns and legal representatives to the other party hcrcto, in respcct tv all covenants, agreements and obligations contained in the: Coniffi5t Documents_ 7.4 Severability_ Any provision or part of the Contract Documents held to be unconstitutional, void or uncrti'oIrceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all ❑f tltc Contras Docomcnis is performable in the State of Texas. Venue shall be Tarrant County, Texas, i}r the llnited States District Court for the Northern District of 'I cyw5, Fort Worth Division. CITY OF FOK.i. wC RTH Trudihan, Conrral PAOTd J(,' STANDARD CONSTRIlCZ3ON SPECIFICATION r 'tJWNTS - DEVELOPER AWARDED PRO)EC" C'ti CTN R1015M Reym Julst 16, 2016 DocuSign Envelope ID: 41589188-E267-45FD-BCF7-E09F196100E9 005243-4 NVOIW AWAFdtd NAW1 Ayrbemddl PljRA4f4 7.6 Aullic)7.6 Auth-prlty to Sign. I`:ontmeror 5U11 buich evldgnc: 4f ai4ihority tt> lip Agreement, 11' uther than duly oullhorixod signawry of the Con Iraclar. IN WITNESS WN IEREOP, Devel6por and C-unlreretor bave execuield 1k13 Agreement In M4111p14p PoutprprK Thit Agreement 15 cFfcctivc u of'the Iasi dale Aiped by the Pwjlc� (" MccOvo Dale"). Ctaittriel�ez 11111CI41rHilvol Llfilily Conliraetinnz Inc_ R1hqd Waly (Prili[ed AVM) T11w: Pmldenf Cumpany NpIT1c: Indtpendenl U111ty 1r'411.I4tructlem, tnL Addre%x-. 5109 #qn VsIIcy Driver Fort WDrth, TX 76119 Developer; r HT HWY 114 Develapmeal LP see attached Robert W. Witte (Frinitd Name) Senior Managing Director Cumpanv Nanie; IliT HWY 114 Nw1`lopm0441 LP Addluks: atc; Dale: 2700 {:qmm 4rcc Strmi , Sit 16M DmI ljis, TX 75226 2/28/23 L I l Y 01, f (AT 1Uuml NAHUM. (-4k rl prrkir JC 'OAFFOO t'c]NMI)CT3 W APP.LIMATION DOCUMEVIS - PEVRt)PV#t dWrt#t 1O OR471R4-M f7K ■IOMU ko41"q ltimM 16.3416 DocuSign Envelope ID: 41589188-E267-45FD-BCF7-E09F196100E9 HT HWY 114 DEVELOPMENT LP By: HT Hwy 114 Development LLC, its general partner By: HT Hwy 114 LP, its sole member By: Hines Hwy 114 LLC, its general partner By: Hines Hwy 114 Associates LP, its sole member By: Hines Investment Management Holdings Limited Partnership, its general partner p�gDS DOCUSigned by: By: lla" W - i 865053BBC8B3470... Mime.- ICUUert W. Witte Title: Senior Managing Director 01h1 U, I I'1AV 1RMANCI BONIi ra,V 1 ;11': Nand No. 20414SR SECTION ill 62 13 2 PERFORMANCL 13OND 3 .I THE STATE OF 7TF XAS § 5 $ KNOW AU, HY TIIE.SE. FRF +ENTS: 4 COUNTY OF TARRANT � 7 Thal we, -iMIAM&M Utility ConstrurWom Inc. , kFiowil as" Priiicippi" licreiit,.ltiLI R W Rfieiti Insurance C itj_LEjBy-_, A corpornic stlrcly(sLi rot ics. if nlure! thaItz sine) dkily lhlthorimd In d0 htlSittess in thr slate orTexarb, known as "Surety" herein {►vhe(4L4r title or Mum), 10 are held and firmly bound tlnte 111c Develollor, LLU_IwV 114 Dcvr OP111J1l, JPkiuthori7xd to do busincs-, 'Co T4=& ("Deve I ap !V") and ller 01Y Of Filrt WOrtll, Ll TCxas nletnicipal corporation 2 ("City"), in the penal sum ar, Lliricly-title 'T[=, ult£l, lour 1iurlajj ), , iYa:.Drtllnr.. & PorLYd 13 Ccntxf$99,9L41 lawful Innney Lifflte Unitas Stales. 10 he paid ill Fnrt Wortll,'Ttlrrtrr+t COUnty, 14 Texas for the payment ❑t-which sunl well and truly to be made, aoitilly tunic! the Nvelt•►M and the 15 City ns dual Obliges, we bind thlrftlVds, our heirs, L" ULItorS, arlministfat0fS, Succe'.ssors and IG assigns, jointly and severally, tidily by these Presents. 17 WIH BRAS, DCv4'l0jMr and City have rrlltel,ed ilit❑ an Agreement for the coilsiruction (if 13 culninurlity raciI4ic`i in the City or Fort Worth by and thromgh a C'omirlunity FaciIitits Agreement, 19 CFA Nuinhe:r CFA22-0110 ; and zo ► itEltM;..S. the Principal has vnlercd into a certain written contract with the; Dcvctoper 21 awarclet1 the 28th day of February , 28 23 whirls Cuntrrct is 4vreby referred tLr and 22 ImAde a part hereof for all purpuses as if 1idly set fbilh hereitl, to fVlrolsh Lill Muirrials, equipment 21 labor and ruttier aewmarics def3nud by law. its the preisecutivn of the Work, intluding any Clringc art Order.%. %5 provided ror in said Contract designaled as Slremt [.i�htin�.tacilisie�s to sqf vq_Tr�M f jai Phase 3C 24 NOW, '11111VRFE FOHF„ the condition of'rhi4 aibligatiari is sttch that if lite said Prinrilml 27 shall faithfully perftu'nl it obligaiians and*r the Conitaul and shall in all Mpctts duly and fuithruliy 28 perform the Work, irtelt:ding Change: OrdiFrx, under li►e Contract. According to the plans, 29 specifications, and uontract cincklmeslis thurtin referred to, and its well during, any pel'iod of 30 e:xlension of the Contruct Ihat may he gmMed on the; part or tile fkveloper rrndlor City, thefts this 31 oltligation shall Ix .911d lwcu a null and vaid, ot1wrwiw to rc nain ip 601 force and offect. 32 } CrrY or PoH,r w4m-'N TIALlltltuti. (.9114131 Mdie aC 5TANIDARF L I'y CONDITIONS- ❑E?VGl 111.1C AWARDED f R{AiU Iti CllI Y1igkt Nu 141518 Rvw;wf 1111m ull y 31, xl l t z 413ilI I1•I IPPRI trHSiANVI 10 Wil I'..116 .y r "TIM Pituvirma rum," it R, ow It my Iepal nCFLD01 hU IIjCik(kI1 IlJill lilllltl. YCIIIIIL-,IY,IP! III' ill 2 1'nrlltnt 1'Qottllly, T•OXGa nr Iht! univxi .$wo4 171z1 wi Callrl fisr Ow NPP1lwis DIDIFk A nf TCX;h I m l oq It NvI gran, 4 Thli Isom Ill In4d4 and dui iul tl ill 4:OrnpiimIce wlllf #lilt prulrl3lam orChWlur 1733 oriW T��tA1I O�IvYj1`liln rli �d4. + 4snvn + i1 W all bbiIiikj Iin 11Mii1 I+InKI jIjIlil be dgleP(i$ingJ ill 6 X90i'dl1W WIIh the pmvilrionit if "Id unitle. 7 1N WI'M PiN'WII EItEOP, the Prim IIwl rind 1,Ile Surely lure Si lEAN1:D illld SHA1,1ll] Ihijl 8 1ON1rrlrncllf by ►iIYlp LLl1HgIVi�. tl llgultils jiiid ofik'VM pn IhT'k 4110 2�dpr of February 20 23 4 10 l� 1 •ti 1� IS Id J7 $a 10 �1 Z4 25 26 37 25 ;iq 31 a� 3l5 �Q 40 41 '12 41 ATE ��In a�dlj �Fdrar� I�l� rL Wvt� 1 i nd#i Ad rin0 tt {Ae'l 4M. W"Itnai 41 S Il' ,li Okl PPtMC MAL: "1'Y RY 4 ,dn� • aµ�yl eiW. Prraidenl lynnie and ThIa A4klFm-. 31{%Ta1' D[6N.` kanF.ry- IMN, :f�>Itii*i;q j hdlllrss,4gttlrlir I}rir�. mite dill PIIwiM. Tmas p1 1•alc hr�� jV1u�nl�sr;'}L- 16-t6 to #hiSlll�: I Mgnad by nn offl mr 0f the Sarety Company. Ihere NIma bu an 11la n cam ifiigt] 4x4Jq41 Am Ow by-lalwd bhuwing that thh; pcmm No auiltinrily la sign tltt�h pbji#o1jon, #r SmMy't physical addreu Is 61Mr xlt ii'um 1l.1 ntiniIing uddmi44 twAh hhmt as pruvlded. Ilia dale of the hgle OwlI Iiot bit prior Io lk 01111t 1110 CillitlziL'I i6 warded. [TIT rP HArT WUNTI f I IrwMom• 4,41111yY Moot X- KmmrwP arY C'#IfJITKms s WAAlll fl l4UJN-'('iS 'I'uy A411M hl.i Y MIN HcvIwd "fury+ 11. In 1; •��;•I I•k• I • • �� iulNkl II,1IiLl hl,I 'roa I ICI# I SEC A'HIN 1111(,z 14 2 PAYMEN I IWNIA a 4 '111E STATE f}#'j`I NAS § 3 K NOW ALI, OY Ti1MSF M1?SE I'i`N b CO VW V OF TA RRANI' � 7 I'h¢I 1u , IndcTet1i4j#iiI IXIIIG4V C'tnlMnlellgii. fitie. , kfitWd US "?riIW1r41V hOfVIH, 11 sirlr#_ „ + - [4ti�1�L tdti _ 1�u��auM�y + a CKPO IN nurCl� (Or tUrM[p Mf MON rlitr.n 4 MO. duly puljl+ flU(I t11 d0 NMIUP4 111 Iles Slik[.c nf'1•exar, knmil ft4 •'$41rcly" herein (Iwhgtller 011a 19 & riibre), rkm hold ad nthlly hrxgld 4104) 111a [kryc1nper HT Hwv 114 00 $jDppj4•,1i,L 11 nulhnrlmd to do btmlIlrm in 1'lexim ("I ),-VL'IkI[14:r"1. mid the f'iiy i1f Pilt'k Worill. 11 I•rxn% 11u„IR�jPhi 12 W11rp+nrrllian "f=liy"�, j�ti lh� lkInal mmi of I �M3 lY-h�El1�_'.L,� II P4L�.� SICII![lL�II'ltiL�'illi�fJ��llu 13 L!?t11��31�111 it�,illr�� li�wlid m,tincy of Ihv UPINA Sk119K, 10 bw jrllid h% Porl Mirm, 14 •I•uRPr1111 ('aunty, Timm, fir ilto payment ui' wj4„ I, ► ull and truly N 111WO joirltjy units IIx I$ Dovolopur and illy as 4jmj obligm, we gij1d 4tiillw+ 14 , our II&A. axecillk- , ildirilnixlrolvrm, 16 Mh3C0H6i3 mid wog pl1, jojndy and wwritillV. flrmly WIX prnenU: 17 W11E1& MAN, 0AY41'JPcr'Ind CRY halm oil mtq1 Imio an AVrCMgn1 rhr rho tiiln%IrirclimI {if 111 0111111MI' ily thejlltiM ID did C:ILY Of Poll W(frljl+ by and thmuo A C{#iNft41111I1y lraciliihm 19 A2ncmom, CPA hlurp"r CFA22-0110 ; {Ill+ 20 W IIF.1tEAN, I'rIIIj-j NII Im!regjCMLj I1111I11 tierinln wriUen t•rinlI II Develaper, n4Vnrded Ilia 28th ,Iiky ¢f February _F 2 , which Conlrxi 14 ?lmby tofem-d fn ancj 23 trimly a Puri hereof (or rill purer M f r Uly *ci 1brui Ikarvin. ID f umlxh p11 I' widejnil4, ecluipill }k, ?ti j'Ibur mut other nmAmoN it edi do fined by 14w. tit 1114 prohorution of ft Work m ptuvlOcid for h1 24 h11j�1 C�Inkrllel anal �i�ripl#sl�,�� f�llnlinfiililfaiF ttr r�Y+� '`�onri5dtl r*1ti11n� 3C. 25 4r.T]i1:itlrr-'Oh1DITl1!N 01 I I I Iti 0111,I171i41 IIN 1s :�11C11 Ij,lili I 16 nrinaIpiij QplI pq III 1101lias Ow11% M 1111Y (nlld nII) pllyui1-111 1KIIW LVr14116;lry (n% defined ill 27 Umpler 21t� orIjiv Trim Governlvicl11 Cncjo, rill arnmit5d) Iil 111L 1 k11YWIll14111 Of IIM WVFk JJIXICP 211 the Crtir1i1r1 L k1i III15 nhli ption *IMII lit 'Iald hecorne anti pri j vvId; villorwise tc1 minaln In nj11 29 force And Moui. 31 CITY dip MOT vuoRlI 1 ir�ldxx,. Cbuupl INy,K 11' STANDARD ClI'rcimorviiws - Ill'VIi1.l1FLi1 AWAR 111:11 POK11H'Ty 01,• hLihLj Iw, II0)iIN pmffi, hmmkry 11. N3It 41AI la. 2 i+.k%141-f}i k�iiFltl PArr Ilk! Mind Nq�. $IpLo 1 ThIN bond 1A mmidit kind rMCLA r I I L 6ikill 01111lQV'Aill, 1111! 110++' 011h I't'C'horkr 221.1 W16. 2 'EOX& {ikxvernpiuml 0414. LIU imiended. Lkild All Il4jb[illeti Iln lllli boml.l tllall kx dutvrm1jku%j Ill Mk;{I00"F k' will' 1110 PrOvKlond 0f wid iln11IIa- ,I IN W ITN L%% W I I F, It VC 3 P. 11W PHfl lrlul Anil kiui41y I1ArirCrli<hl S1(11WI:I)aml ISLALED f Ili is i"Mill,gv ll by dilly av111nrized iiguikiH and t,meem on 11.11>, Iillt 28t1diky of February , 2;123 f rinp 41p14 rtv l',ltney Mo lb it ml m In Prinelfioia ti'I t1ofinn 4iorcio WRIM (Sumyt Serelirry Irrnnk A. Cd liia C. 1ti+ili, to Soraty Ql1th PRI#dL'fI}�I„ 'ILL .11�� By! si rc K101jild iw11.1ro. P+rvsllJent N:+rHi ohd TIIe Addrew: 31Sl1Kl Vi111g4 arlye Eam W� '4� W ST '� RY orm1�1.4+klrck�lll�! RUPSLInaluL T1:10plimir NiLul,cr. 97t-s I(r2GUU Nale: I olig cd by on officer n( Ille Skiroty, dwre mvmj IV on file o certifled cAlrjjgI 1h11h Ilia by1awp milawing thnl 01IS pdr3bh Iuis ilutllnrIty 10 dip nlch nbllWillnll, 11' Sklraty's physiml rufdto'ss Ss 41(fer4 it t'r't?in lie mallinb m4dNr NI IK+111 must bC PHWiftfi , 'nw kllile of the hanJ Wk 1101 W Priur in 1W 41100 the f'MM t 1s Awarded, FIND OF L4E('I't()N i:ITY (Jr 4 kkT wf)Kr} I 1'rwpiyN4 Co mpAl lqI .W 71'I'nffl�nlrllc.11�r4'isrr111TI1rt�In�1*-vH-(JrRRAWAul?IrIIPWLIIX-IX Cukl i lil�lll k�rlinl �Wxr�X 11 ]II I2 Lill iP2 I'+ - I MAIM114ANCI: 49I1411 Vag1 u1 J Iitijid No. 20 41481Z 1 SECTION tlti 62 19 MAtNTENANC'E iit>lNri 4 THE STATE OF TI XM� 5 § KNOW ALL 11Y THESE PRFNENT.S1 t: COUNTY OF TARRAN-1' § 7 8 Thnt Lye _41dgvcndent Utiiity CQDstruction. irtg,__, kti❑wn 1s1•Princi41c11" herein and - Valfield 1nstlranqe-Company . a 4orporate s;Iretyr (mirclics, if snare tlmn olio) duly 10 auiborizerl to dry business in tha State of'reNEN. kOffitin m "SlInNy" 11croin (w11cthur ime or more), I I are IwId and #firmly Uaulld unte> 1110 MVOIolxr, I IT 11wv 1 1 d 0 welopItient. IT, nutilLlrizeel to tin 12 I)t1sitless in iexus (11t)4}Veloper") 311d the City of Fort Worili. a Texas municipal ccrporatlon J 3 ("G[y''), 111 the xutll taf' lincty-JwJine Tk QUWd. 1 OUr I l� 4 4j li�:c l is}J#nr.4 & f iy .E:il*Flt a,�t� td M9.499,41) lawt'ut money 0Fthe Un4d Slaws, tri be paid i>> f c,rl Wur(h, THITftinl ICL)Jtc►ty, Texrls, 15 for ngyttlelit of whieli sum w4ll and 1a'uly bu made jointly wi(v the 1]1:vulnpur and the City as dtlnl 16 obliges anti their suueessors, we bind ourselves, 01.1t heir, tmctltors, adhtinisiratm, suecessms 17 end coigns, jointly and-cverol#y, Firmly by theme presents. 18 14 WHEREAS, Developer eatd City hmVe entered info an Agreemem For dw construction of 10 eonlmunIty fnciiities in thL~ 'fty of Fnrl Worth by and through :, Community F,acliiliLw 21 Agreement, CFA NLLMEwr CFA22-0110 , and 22 WHEREAS, tlae Prmcipal has emored into a certain written contract wish the Developer 23 awarded 111L: 28th day of` February 20 23 Which Contract is hereby referred to and 24 a made part hereof for all pure ,as if fully set fortll herein, to Jbrnish all lrinterilals, equipment 2S latx+r .ind otlicr accessories as defined by taw, in the prosecution ofthe Work, including any 26 Work rfisuiting from a duly authorized Chungc order (collectively tlerein, 111e "Work") as 27 provided for in said Contrtut and dcsagnated its Street UuuJ1fiUX- tees to servL: V(pjl 23 Lei=l Plum . And 29 �0 WHEREAS, Principal hind.-; itself to use such mawriais find to so migrLael the Work in �1 tacc[l umice Willi 01C plaits, spcCilicalinll$ and C0111111cL Documcnis tllnt the Work is;llid will 32 remake rtee firm defects ill nlatea,ials or workmpm5hip for and disrini the period of two (2) yenrm 33 niter the datQ of Final Acceptance of the Work b5, ille City ("Mitlntenance Period"): and 34 t• ITy UP FORT wown-i rnidnims, U;rkkj,ll llkgw 3C ''AfVt7�lM)crrYL't1t•1a7�'I't�alv5—DEVEL.UPI;R,11h+hlcOFTIf'fs(111;'1C {-i[yt IlemN„ 1f1,1i1$ RA;- A ;lommry It. 2L112 1M]ol N- 1 M1iAMI NAN(l INfN11 Hoild No- ?f�j WH[U.14F.A F.A.S. Pri116p.11 binds 1MA Ho re'p:air or rcennstl'tltt the Work in %%solo ur in Maul upon rceciv4l}; notice tionj tilt; ()Cveloper andkol Pity 1rl' 111c ne4:Ll ;jlvrrtjl'at any tilti4 wilhill tltic 3 M911111:llanco tscriod. a i NOW I'll EREI+ AE, the Candlition of`tiiis obligation is sett#i tti.:t i1' ly1'incipal sh,111 G remedy .lily deti±ctive Work, for w1-i4el, tiltiely'lot ice w;ls provided by Developer or City, to is 7 completion satisf miry to the City, then this 01igalion %ball h�4nitle: dull urns vzzid; trlllfirWjSL to x I" main in tilii farce and OTom ;n 12 t3 14 fS t t*, 17 19 19 20 21 22 23 PRQYIf>I1M, HOWEVER, IfPrincipal shalI fail Lw) h, repair oe recoristrtlCl :141y 1111)Uly noliced efefccriw Work, it is zigrced that thu Develaper or City muw c;:alse fitly j111i1 ;z11 �uc1i defective Work to he repaired arlailvr rtirnll'trUCted Willi Fill ]iss0CitttC1l CILISts t1]Crc0H1L!iFlg 11t11-11r by the Principal a11s1 the Surety tlnd%er Ihi�s Mairltenzmcc Bond: and PROVIDED It`l<]!7.'rHER, that irany legal action be Pled ort this Bond, Yumic stmu lic ill Tarmint County, Texas or the Uzlimd Slates District Cowl for tilcy Northern District of" uxas, l m Woilh DM%ion; and PROVIDED FU11tTj1FR, that this obli$tition shall be continuous in natilure :1nd successive reanvc i s may be had harrcm fbr siuccesslve hregc1les. CITY OF FORT i4(1R11t Dad]Iilm. tenlril MuLv g- VAHdAItD eery roNj)rrl{im - UIN62,0111- i AWAltl]lila I1It0 JIL"r1 [ rl)' I�T�1tC1I No It4,iSIN lkrmcd kumm ] 1, 2111 N ,r, 41 CA �J•iNO. Mx414 M4W t nr I Eirilld NLT. �R IN WITNF40, lYilih,t EOP, mo Ili I,1�II+i!I ill Ild Ilse Stuety IVIV 491e11 l .if�l:ik Znihi 1 1.1) 1lut 1111alI11111�tIt Ily .Irriy m 0 MH MLI ngoiktti oi)([ ikj11cura mm II4iK dig 28th diky;iI February ,Sj 23 �4'1`Y 0 tl r1u9 P110 . dU1L•IwM �ILH-g,{ TI Onus; aA io Prhkele�Ir7jilkrlillnn turn Arrfl5n; IrlwN{•11r,%. BY. 14itih�Ini W�+kl'r�.!'.i�tlJiJ15111. Nirrtiic 41kF1 I'rlk AddPt". 3��'j.,�ruu . �11oY Lirlun Fwt 1#n►Ih. '�'exru 7d I IrJ SUIIE:'1'Y: lulu ww1� w-��rtrhluQr� A#larrie3r�h1�14ti1 , Nhn3a MA T11ia p,t.—A � e, A ti 51i kt 11e l]rWt. j5uMa I S-:3 iary 11-dik A. 0$rr1no P�YIiu.I kduM i1{1'�4 �i4n +r 4�1, Direly ��I�ih fSnrX I �Isl,Ir�u�q h,l�ias�lwr� ++#id��fl}d `hiow I f Mgnud by On <$ffrl cr of Ow sty Cp#npony Ik1SrI, 1n1151 be col r}le a gcoI 44d @Mtrbel fR'0I01 11* by-IISwS M11otw1ng OW 1h1B pMur1 hFa outhdi'lly 10 HIR01 Kko abli}lalion, If SITMty'S RIIYHILI,I WgIvM iA ditr&ujil from IIm am11E1111K ACIIII V%A- bvIh n%udl be prt wWW. 'E w thwr oT 11w bond shall clot bov- p1;* 14, rlic dh,Ic Iho �:QFU71C1 I awfin6d, wrANDAR11uriru(min'1iiw�-iirw•1.ikrT.ItAWANrarl�I'Mrnc-r� P-Iiw'Apimt+ M. 11113 IVAII.-.I4 i°rlori PMuM x Cjkk Jtil wi h k M11141u IMPORTANT NOTtCIT To obtain inforination or make a corraplaint: you may (-all Westfield Insurance Company's and/or Ohio Farmer$ InsrirWcf-� Company's t0-free lelephone number for Information or to make a complaint at: 1-800-363-3697 You may also write to Westfield Insurance Company and/or Chita Farmers Insurance Company at: 556 RoplAblic Drive, Suite 450 Plano, Texas 75074.8848 You may contact the Texas Department of Insurance to obtain Information on companies, coverages, rights or crimplaints at- 1-800-252-3439 You may write the Texas Department of Insurance: P C, $ox 149104 Austin, TX 78714-9104 Fax: (ail) 475.1771 Webs hp:llwww.tdl`state.tx.us Email: ..risumerPratectione tdi.state_mx PREMIUM OR CLAIM DISPUTES, Should yOu have a dispLtte concernittg your Premium or about a claim you should contact the agent or Wu5tfield Insurances Company andlor Ohio Farmers In%irance Comaany first. If the dispute Is not reSblVedL you may contact the Texas Department of lnsurance. ATTACH THIS NOTICE TO YOUR POLICY; This notice is for information only and does not become a part or condition of the attached document, AVISO IMPORTANTE Para obtefiner informacion c Para somoter Una queja. Ustod Poede liamar al nomero do teleforio gratis de VV tfield Insurance Compatly'S 1 Ohio Farmers Insurance Company's Para Wormaeion 0 pare SOrt7atOr una quej.-I al: 1.800-36a}-O597 Usted tarnbien puede esoribir a Westfield Insurance Company f Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Pilarto, Texas 75074-8848 Puede! comunicarse con el Departamonlo de Seguros do Texas pars obtener Inforrnacion aceeca de companias. cobcrturas, derechos o gtieja.q ai; 1-aOO-252-3438 Puede escribir al Departamento de Seguros de Texas: P. 0. Box 149104 Austin, TX 75714•9104 Fax: (512) 475.1771 VVeb� h ,11www,Ni 51ate.tx.us E mail:�nSL,merrct��cti#ai.skate.tx.r DISPUTAS SDBRE PRIMAS 0 RECLAMCS: Si tiano une disputa wncerniente a su Prima c a u17 reclamo, debia CoMunicarse carp of agente o 1We91fiold Insurance Company 1 Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces com4tnicarse con el departamento JDIy. UNA ESTE AVISO A SU P01-IZA: #e aviso es solo para ptoposito de informaciori y 110 se ecMierle en parse 0 corldicion del document❑ adjunto. THIS POW@H PfAf r41J#Icr surrF( kLjf1l:6 Amv p11fV11}U$ pgjWElf I,LANt+lu Irillt ,.AMU f OMR O AN01108UM PAIBR V0 tiiiir nl I I'Q}j ANY I+Hfr+jvM ofi 114'[b 0w-% NAMIUl IILLDW. Geripral fJOWLR Na. 42 !.} jT, Plflwor Westrield Insurance co. of Allorney Westfield National Insurance Co, CERTIFIED COPY Ohio Farmers IriSlUrance Co. Wehlbold Canter, 011l[! K?ww AN Will by i'hdiR farempirli. kMlfll WI, 9111L113 OWSURikMCL IXIMPAHY, WESIF11LU MAl'14JftAL IN'$YJWA44CE C+ahliANV drrd 4ii11} P11aMUMI INRLIMANCE CXW 110V, wrilOSrallnrl7, hlr-nlnnflar roldtreU to YnWllbi.aU811y ■■ + 'L2Alln++', jnrl� K4lloalWNY by `E:Mlp 6l1jp' rluly "RIIIZOd and ow009 1dWtii? Ihn iGWA rW hill StONI M rkl% NIVI I1AYIfl13 Ili Ixrldnol aMw rn W NLIFi ld CA lift, l.IrxYM Mmnjlky, C:bqP, dgp 107 Ilnul pMMIS MaNA tea k5li girl ■rid AC{Mnk Ck"LJtb a. 111%PV4MRy, MICHAEL A. d*htNry, KYL r W AWTPOAN, L'LWIS 091 H WWI aolNTkrX On 49VURAUY al RM7 WoRtH *rI'Wn110 41 TX Ile IfUb oho IgWNI AA (*)1rl+Foal, i4hirk UP pcOmr and o0rlrily r- rmkkr rioilwfcrd in Ilw name OW *0 sllerM F W *w9�IGA& aak11Kl1N MON avid ftdW F airy 614 a1NSBI 0 X11117104%, w 1111 kirV. W Od,br ndihanor�■ ar CnMI-Acl» 1 � irNlrrlli . a . a . . — . . . . . . . . . . . [L7N: iMls PO�N�,R 4P IkTT 11i1IIR�r 1►f1Hl�T IkE 41#L'p Tyr EXEIJUtr. Nair. GUARAMTKIL WtIFIOADt OdricneRCT, AMCtIIoAoL � l41##K #el`�d�rol[Y IsloKaa ■rid tJIFLd my ar rlilr t:•iylillirllq* IYlnr Nltr n� rllll l rJlltl lit IFIa pllmg 4Krwr11 rl4 Ii PLK7I Wnra slyllsJ by "in 0rrrr iidJJ3 1, 1d5d mill Slkt L!urllllrolq St]SI 8I tl�ti a a.�rn l-rurlj��r �Irl1{1 frkllp �lllr�iiud by lilt }I}'#{ Yd �, rkr,r 6L}y rKlilyiIA0 ill ul r-lwihrmin4 Ali IhrR Ow Ankii ipAimwnhytAl•In pod luny 6n.rl LrIQ $Wd r1�jJkrlr11J11t7M1I Y3 Inat]a YlrwirFr ArKI 41�+ alrlharNy lrr Ilin r ghAyrny7 rdiMYL.lwH, hrk'rjJ+M lay Ills ilnurr.1 Lill Qlrk "q, {)l dFRICTF Mt Ind l+'t ak TR15LD 1i Ui LMi:i [xifllrANr,wJ4aTFlELG NJlkI1L]N/11. It,IKrJr �4�lpE 97XWI'M4v tl-lfl 0 11 u l'Afrrl01:1% itinuraANcr: COMPANY. 'UA �� R�JIdl4+{Id, Ihni lira Pralrlb4rlll ■rly 1l8lklar ikHnsuilurl. ++Ily 4NJ�Ldrnrr Or urq I ilJrjlNy d `Llrrdy KJ11rnr1111rlIIr E:rttr{ulili6& %AIWV C'M*kH,VAIl4gIl lab aleJ la Ylor�6x lrgyk4rl Wllh MJIi j}rrMr�F SF1d iu[Yrnr�Ly ICr d+i1k411L filly uldr tai lllrrl rl •Illd.11lrlr rmrwm +lr? 4I[OYiloj{��•Yn•i oC.i lu iigrrarlyd 41lkn NPI rcw ■rite 4rl h1lFraIt the Campili ky adll+rxJ Io lllq Inl11 mh'lrllj jNUWl:idLlru. The Akarnep•Irmi ry iry Ila p4rl roirvl "flit tllw) nukYulrYly Iry rrr1d ul Ihp Imp .Ir .,II U r.in i18M1Y11 Of Lhu r�+�t� y In MXMIl, P k I$OMddm arhd idal4w, any atilt! alp barrio, rrlrl}QrlIr411NA7, Ih ILitk3a . S Of IM610l1Y11F wwl nYtim cmrNOPW or rlkrNgnlary dlLirerlallhk� end arty WM S11 n8CY8bb hrrd a C.PN irilrrog & IdrenlnaLlpq IR+J 'Wilq r ri IIibillIV 11Kvnurmler, ar�i ■Ri SYQn rnitlYLJtkxaUb 7a 4wWad by ony sL1GrY AllwrMSY'♦1'!-FaM Fh&10 lid as wrldilq urrtn It- rS mpaliYy ds or o1aW by jhlj p►r4r pith 111'10 fdilad 401w Mufflm! 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SArvvfwv a nrr+Af ? 111COMILllka0 (WOR) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services..............................................................................24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination.......................................................................................................................25 Article6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article7 City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities.......................................................................................26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays..........................................................................................................................................28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects........................................................................................................................29 11.02 Access to Work........................................................................................................................... 29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work....................................................................................................................... 30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work....................................................................................................................33 13.01 City May Suspend Work............................................................................................................ 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times . 14.03 Cumulative Remedies.. 14.04 Survival of Obligations 14.05 Headings ....................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 34 34 35 35 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions M. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑x Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 DIVISION O1 GENERAL REQUIREMENTS 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project #103518 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project #103518 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project #103518 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Tradition, Central Phsae 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Tradition, Central Phsae 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 01 25 00 - 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 Tradition, Central Phsae 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended as noted Firm Not recommended Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Recommended Received late CITY OF FORT WORTH Tradition, Central Phsae 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 0131 19- 1 DAP PRECONSTRUCTION MEETING SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x I 1 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. £ Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j . Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH Dal! MO. xxxx Pmject »: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) LW3 MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised August, 30, 2013 014523 TESTING AND INSPECTION SERVICES Page I of 2 SECTION 01 45 23 TCzSTINCj AND INSPECTION SERViCES PART 1- GENERAL 1.1 SUMMARY A, Section Includes: 1. Tusting and inApeetion services pmnedures and conrdination B, Deviations from this City of fort Worth Standard Speuifitcation. 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Farms and Conditions of the Contract 2. Division 1—Geltcral Requirements 1.2 PRICE AND PAYMENT) ROCE1lxL1RES A. MensuremQnt and Puymcnt 1. Work associated with this Itom is uonsidcrcd subsidiary to the VBHOLis 1turns bid. No separate payment will be allowed for thIs Itent. a. Contractor is responsible for performing, coordinating} and payment of all Quality Control testing. b. City is nt sponslblc For perfonrting and payment for first sut of Quality Assurance testing. 1 ) if the first Quality Assurance test performed by the City fails, the Contractor is responsible, fc,r payment of subhetlticrlt Quality Assurance testing until a passing test occurs. a) Final au=ptance will not be issued by City until all required playmenis for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT -USED] 1.4 ADMiINISTRATIVE 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 ,seeded. b. When testing is required to be completed by the Contractor, notify City, suffivicntly in advaaco. that t451ing will be porforrned, 3. DiistributiQn Of Testing Reports a. Electronic Distribution I j Confirm development of Project directory far electronic, submittals t6 be uploaded to the City's document inattagement systems, or another external FTP site approved by the City, CITY OF FORT WOKI'H Tradition, Central Phase 3C STANDARD CONST111,1C 7O N sPEC1FJrAT10N p0C1LJMTiNTS CPN #103518 Revimd Mirth 9, N)20 1) 145 2.� TENTING AND INSPECTION SHR VK1N 2) [upload test reports to designated prgject directory and notify appropria* City representatives via email of Submittal posting. 3) Marti Copies a) I copy for all suhrnittals subirtitted to the PT0jeat Rcpresontativc h, Hard Copy Distribution (if required in lieu of electronic distribution) l) Tests perforined by City aj Distribute 1 hard copy to the Contractor 2) 'Pests performed by the Contractor a] Distribute 3 hard copies to City's Prrx'uct Represenuitive 4. PTOVidC City`s Project Representative with trip tickets for each do]ivered load of Concrete or Lime material ineludinq the: 1011l swing infonnaijun; a. Nome of pit b. Date of delivery 0. MfttGTlfll delivered B. Inspee ion Inspection or lack cxf irlspveticarr dues not relieve the Contractor from obligation to porl'onn work in accordance with the Contract Documents_ 1.9 SUIB ITTALS SNOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONA.L SUBMITTALS [NOT U ED1 1.7 CLOSEOUT SUBMITTALS ]NOT USEDI 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1,12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NCVT 7USEDI FART 3 - EXECUTION {NOT USED] END OF SECTION Revision I.og DATE NAME SUMMARY OF CHANGE 3/9/2 l7t} i3 V Magaila Rork'vc(3 roWrcn" tQ duxcow and notod that elewonic submittals he uploaded tlyrough tl7e Clty'8 document management system. CITY OF FORT woA,rr I Tradition, Central Phase 3C S'I'ANDARD CONIST111ICTION 3MCIFI[;ATION DOCt1MPNITS CPN #103518 RoIscd Mawh 0, 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: 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 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. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised July 1, 2011 0157 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised July 1, 2011 SECTION -01 64 00 PRODUCT REQUIRLMENTS PART 1- GENERAL NE1iAL 1.1 SlUMMARY 016000 PRODUCT' RH4UIRFMENTS Nge I c;F2 A. Section Includes: 1. References for Product Requireme,tits and City Standard Products List E. Deviations froin this City of Fort Worth Standard Specification 1, Nano. C. Rehrt4d Suctions invIudc, but are not necussarily linlited to; 1. Division 0—13idding Require vents, Contract Fonit4 and Conditions Of the ColltraCt 2, Division I — General Requireirieri N 1.2 PRICE AND PAYMENT PROCEDURES ]NOT USED] 1.3 RFFF.RFNCES [NOT 119FDI 1.4 ADMINISTRATIVE I EQUIRENIENTS A. A list of City approved products for rise is available thrmiglt tht City's webslte at, bttps:llapps.fortwortlhtexas.gov/111rojectItesources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included oil City's Standard Product List in these Contract Ek)oumertts shall bo allowed for use an tllc Prraau4t, 1. Any subsequently appr wed products will only ba allowed for use upon spoollic approval by the City. C. Any spccilic product requirements in the Contract Dacumottits supersede similar produprti included on the City's Standard Pnidtict l..itt. 1. The City reserves the right to nut allow pr%)ducits to be used for ceriain prsrjedS even though the product is listed on the City's, Standard Product List. D. Although a spcciiiip product is included on City's Standard Product List, not all products from that manufacturer are approved l'at use, including but ftol liinited to, that manufacturer's standard product. E. See Section 01 1100 far submittal requirements of Product Data included on City's Standard Prodkivt List, 1.5 SUBMITTALS [MOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL Sl[J)llN UTTALS [NOT USE01 1.9 QUALITY ASSURANCE [NOT USED] il'Y OF FORT WORT Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIVitATION t] CUMIENT2 CPN #103518 Reviwd March 9, 2020 01 6000 PRODUCT REQUMINHN-TS 1138c 2 of 2 1.10 DELIVERY, STORAGAZ, AND HANDLING {NOT USED] 1.11 FIELD IS3TE1 CONDITIONS [NUT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED1 PART i - EXECUTION 1140T USEDI DATE NAME 1 Ul12f 12 D, Johnson VW2074 [). V. mope;, END OF SECTION Revision Log SUMMARY OF CHANGE Modified Location of City's Standard Protluct List R moved reference io Buxrqmw grid notod flm the City Ap�wovtd product:: list is accemihle timug}i the City's websiti. CITY car t° RT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION WCtJ1v ENTS CPN #103518 Revised M n pli 9. Z020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section I.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 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 10 11 12 1.2 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 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 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. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 1.3 REFERENCES 2 A. Definitions 3 1. Construction Survev - The survey measurements made prior to or while 4 construction is in progress to control elevation, horizontal position, dimensions and 5 configuration of structures/improvements included in the Project Drawings. 6 2. As -built Survev —The measurements made after the construction of the 7 improvement features are complete to provide position coordinates for the features 8 of a project. 9 3. Construction Staking — The placement of stakes and markings to provide offsets 10 and elevations to cut and fill in order to locate on the ground the designed 11 structures/improvements included in the Project Drawings. Construction staking 12 shall include staking easements and/or right of way if indicated on the plans. 13 4. Survev "Field Checks" — Measurements made after construction staking is 14 completed and before construction work begins to ensure that structures marked on 15 the ground are accurately located per Project Drawings. 16 B. Technical References 17 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 18 website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 19 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 20 on City's Buzzsaw website). 21 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 23 Surveying in the State of Texas, Category 5 24 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 0133 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 36 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As -built Redline Drawing Submittal CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 4 — Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City 7 review and comment. Revisions, if necessary, shall be made to the as -built redline 8 drawings and resubmitted to the City prior to scheduling the construction final 9 inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. Contact City and Developer's Project Representative at least one week in 16 advance notifying the City of when Construction Staking is scheduled. 17 b. It is the Contractor's responsibility to coordinate staking such that 18 construction activities are not delayed or negatively impacted. 19 3. General 20 a. Contractor is responsible for preserving and maintaining stakes. If City 21 surveyors or Developer's Project Representative are required to re -stake for 22 any reason, the Contractor will be responsible for costs to perform staking. If 23 in the opinion of the City, a sufficient number of stakes or markings have been 24 lost, destroyed disturbed or omitted that the contracted Work cannot take place 25 then the Contractor will be required to stake or re -stake the deficient areas. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown 33 on the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades 39 for tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and 42 grades, if requested, and allow the City to check guidance system setup prior 43 to beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 6) The Contractor remains fully responsible for the accuracy of the work and 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 the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 l d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project 39 control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as 3 practical and necessary. The degree of precision required is dependent on many 4 factors all of which must remain judgmental. The tolerances listed hereafter are 5 based on generalities and, under certain circumstances, shall yield to specific 6 requirements. The surveyor shall assess any situation by review of the overall plans 7 and through consultation with responsible parties as to the need for specific 8 tolerances. 9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 11 1.0 ft. tolerance. 12 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 14 walkways shall be located within the confines of the site boundaries and, 15 occasionally, along a boundary or any other restrictive line. Away from any 16 restrictive line, these facilities should be staked with an accuracy producing no 17 more than 0.05ft. tolerance from their specified locations. 18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 19 electric lines, shall be located horizontally within their prescribed areas or 20 easements. Within assigned areas, these utilities should be staked with an 21 accuracy producing no more than 0.1 ft tolerance from a specified location. 22 e. The accuracy required for the vertical location of utilities varies widely. Many 23 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 24 should be maintained. Underground and overhead utilities on planned profile, 25 but not depending on gravity flow for performance, should not exceed 0.1 ft. 26 tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3. LA. 33 2. Vertical locations shall be established from a pre -established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction 2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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) £ 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 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017823-1 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 I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 % inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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 Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH Tradition, Central Phase 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project #103518 Revised April 7, 2014 CITY OF FORT WORTH �, FORT ;roRTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. -lipproval Spec No.1 Ir' I. National Spec Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 07/23/97 33 05 13 Urethane Hydrophilic Waterston Asahi Kogyo K.K. Adcka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidScal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/131 I /26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Floxnitc ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 1 33 05 13 Manholc Foure, and Covers I Wcstcm Iron Works, Bass & Hays Foundry 1 1001 24"x40" WD * 33 05 13 Manholc Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 OS 13 Manholc Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASFITO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651 FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MR32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO M105 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tieht & Pressure Ti¢ht 33-05-13 (Rev 2/3/161 * 33 05 13 Manhole Frames and Covers Pant-A-Mousson Pamttght 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Aceucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Semamore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete JRev 1/8/131 * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corn SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Dram w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polvater)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Fortena Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Svstems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 1 33 3920 Manhol, Precast Concrete AmcriTcx Pipe and Products. LIC 1 48" & 60" I.D. Manhole w/32" Conc ASTM C-"3 04/28/07 1 IManh,,IC, Precast (Rcinf reed Polymer) Concrete I Amitech USA I Meyer Polycrcte Pipe * EI-14 Manhole Rehab Systems Quarles 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Rdincr MSP E1-14 Manhole Rehab Systems AP/M Permafrim 4/20/01 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System .M MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies I Vinyl Polyester Repair Product Mi.. Use * From Original Standard Products List FORT RTH. Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. for some Updated: 03/07/2023 I 01121111 E I-14 Manhole Rehab Systems SpraWoq, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications a., ,v,»., ....o<, inu.pP�oo.u.g ..vo-r�vc,a, ap�ay re.� ��e .,ca o�g v..,v�,r.c.c 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade (Aaphahc Emulsion) Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/131 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Nonyressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -rite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thou 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thou 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thou 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 ° 33 11 10 Ductile Iron Pipe MCWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/20181 Sewer - Coatines/Epoxv 33-39-60 (01I 131 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County#210-L33 12/14/01 Epoxy Lining System Ertech Technical Coatings Erteeh 2030 and 2100 Series 04/14/05 Interim Ductile Iron Pipe Coating Induron Protect. 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, SIHB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Envrroninental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane 1111 18 1 33-31-11 IAir Release Valve I A.R.I. USA, Inc. I D025LTP02(Composite Body) EL-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C76 E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 E I-04 Conc. Pipe, Reinforced Hanson Concrete Products ASTM C 76 E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.1. Approved Previously —ell Systems McLat Construction Polyethylene Houston, Texas Approved Previously Systems Trenchless Replacement System Polyethylene Calgarv, Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/EI3) 7/21/97 03/22/10 04/09/21 33 31 13 3331 13 33 31 13 Cent. Cast Fiberglass (FRP) Fiberglass Pipe (FRP) Glass -Fiber Reinforced Pol eo Pi a FRP Hobas Pipe USA, Inc. Ameron Thompson Pipe Group Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 03/07Y23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, AS D4161, AW WA M45 Sewer - Pipe/Polymer Pipe 4/14/05 06/09/10 Polymer Modified Concrete Pipe El-9 Reinforced Polymer Concrete Pipe Meyer-76, Amrtech USA Polvcrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C33, F471 ASTM C-76 8" to 102", Class V Sewer - Pipes/HDPE 33-31-23(1/8/131 * From Original Standard Products List CITY OF FORT WORTH FORT �, ;roRTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. 'ApprovalI 1 I III 1National * polyethylene pipe Phillips Dnscopipe, Inc. Opticore Ductile Polyethylene Prpe ASTM D 1248 8" * �11,sh-dvnsilv High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * Hrgh-density polyethylene pipe Polly Pipe, Inc. ASTMD1248 8" High -density polyethylene pipe CSR Hydro Cmduit/Pipehne Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Piues/PVC (Pressure Sewer) 33-11-12 (4/1/13) I2/02/11 33-11-1� DR-14 PVC Pressure Pipe Prpefif Jetstream PVC Pressure Pipe AWWA C900 4" thou 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Budding Products Royal Seal PVC Pressure Prpe AW WA C900 4" thro 12" Sewer - PiDes/PVC* 33-31-20 (7/l/13), 33-31-20 PVC Sewer Prpe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thro 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thro 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thr o 15" 11/11/98 33-31-20 PVC Sewer Prpe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (1M Eagle) SDR 26/35 PS 115/46 ASTM F 679 11" - 21" 09/11/12 33-31-20 PVC Sewer Pipe Prpelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Haoco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pipe Prpelife Jet Stream SDR 35 ASTM F679 18"-1" 3/19/2018 33 3120 PVC Sewer Pipe Prpelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/17-679 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" Sewer - PiDes e7RTFl= 33-31-12 (01/1 Cured in Place Prpe Insimfoom Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216.-61813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inhner USA) [miner Technology ASTM F 1216 Sewer - Pioes/Rehab/Fold & Form Fold and Form Prpe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insim 'rNuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultralmer PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pioes/ODen Profile Laree Diameter 09/26/91 EI00-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SamTrte HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Darmaxx ASTM F 2562 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT �, ;roRTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I. Classsification Manufacturer ModelI. National Spec Water - ADuurtenances 33-12-10 (07/Ol/131 01/18/18 33-12-10 Double Snap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, up to 24" Pipe I 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle I 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1 "-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and I" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 61 OOM, 6100TM and 6101M 1 %" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 1" 13-25000N, B-24277N-3, B-20200N-3, H. AW WA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 2" B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1/21/2.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" I 5/25/2018 I 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" I I 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle V-2" Taps on up to 12" I 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out I 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only I 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" I 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out I 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out I 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out I 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW I 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Haw CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Haw CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Haw CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) * * EI-11 EI-1 I Combination Au Release Valve Combination Air Release Valve Multiplex Manufacturing Co Valve and Primer Corp. Crispin Air and Vacuum Valves, Model No. APCO #143C, #145C and #147C 1/2" 1" & 2" I 1", 2" & 3" I Water - Dry Barrel Fire Hydrants 33-1240 (01/15/14) 10/01/87 E-142 Dry Buret Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 I 03/31/88 E-1-12 Dry Buret Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 I 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 I 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 I 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 I 01/15/88 E I-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 I 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 110211 AWWA C-102 I 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control AFC Waterous Pacer WB67 AWWA C-502 I 08/12/16 33-12-40 Dry Barrel Fire Hydrant EI (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 1 E101-5 IDctcctor Check Metes' 08/05/04 Magnetic Drive Vertical Turbine Amci Company Modcl 1000 Detector Check Valve AWWA C550 4" - 10" rs Hce Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List FORT RTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. ApprovalI. Classsification Manufacturer Model1. National Spec Water - Pines/PVC (Pressure Water) 33-31-70 01/08/131 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 4"-12" I 3/19/2018 33 11 12 PVC Pressure Pipe Prpelife Jet Stream DR14 AWWA C900 4"-12" I 3/19/2018 3311 12 PVC Pressure Pipe Prpelife Jet Stream DR18 AWWA C900 16'-24" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a IM Eagle DR 14 ANSIMSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a IM Eagle DR 18 " o 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pic.— Pipe Sandcrson Pipc Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (OI/08/13) s 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AWWA CI53&CI 10 I * EI-07 Ductile Iron Fittings Gnffin Pipe Products, Co. Mechanical Joint Fittirn s AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Chimes Division ni Mechanical Joint Fings, SSB lass 350 AWWA C 153, C 110, C III I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co1Uni-Flan9e Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/CI53 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to I" I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C1161CI53 4" to 24" I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sienna, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I 03/06/19 33-I1-I1 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I 10/12/10 E1-24 Interim Restrained Joint System S & B Tmhncial Products Bulldog System( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Smampore) Mechanical Joint Fittings AW WA C153 4" to 24" I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I 11/07/16 33-I1-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-I1-I1 Mechanical Joint Retaner Glands SIP Industries(Serampore) ASTM A536 AW WA CI l l 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Seramp ire) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) `` "on oar; .,�`VJ L1G1 `v` `�'a✓ ASTM A536 AW WA Cl l I 16"-24" Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve 12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AW WA C515 30" and 36" I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I 05/18/99 Resilient Wedge Gate Valve Amerman Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AW WA C515 4" to 12" I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" I 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I * E1-26 Resilient Seated Gate Valve M&H 4" - 12" I * EI-26 Resilient Seated Gate Valve Mueller Co 4" - 12" I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SO 6647) AWWA C515 16" I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for I8"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We � Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seate Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fl—Master Gate Valve & Boxes 08/24/18 I Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT RTH. Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. for some Updated: 03/07/2023 * EI-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 I.. * EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmahc American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polvetl vlene Encasement 33-11-10 (Ol/08/13) 05/12/05 H.I-13 Polyethylene Encasment Flessol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 and LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamWint?! Station 03/07/23 1 33 12 50 1 Water Sampling Station Eclipse Number 88, 12-inch Depth of Bury %a shown in spec. 33 12 50 Water - Automatic Flasher 10/21/20 Automated Flushing System 04/09/21 Automated Flushing System Mueller Hydromiard Kupf le Foundry Company HG2-A-iN-2-PVC-0I8-LPLG(Pcrmancnt) Eclipse #9800wc 1 04/09/21 (Automated Flushing System Kupfle Foundry Company Eclipse 49700(Portable) * From Original Standard Products List FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Concrete Classification Manufacturer Model No. National Spec 19/9/2022 03 3000 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 19/9/2022 03 3000 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 3000 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 19/9/2022 03 3000 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001 7914500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001793 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001103 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001273 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Argos D 1000000 1055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 19/9/2022 03 30 00 Mix Design Argos DI000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 19/9/2022 03 3000 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos DI0000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 3000 Mix Design Argos D 1000000 1083 S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 3000 Mix Design Argos D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D 1000000 1685 4000 psi Concrete for Valve Pads 19/9/2022 03 30 00 Mix Design Argos D10000005751 750 Psi Concrete Base for Trench Repair 19/9/2022 03 3000 Mix Design Argos D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 19/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 1 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 19/9/2022 03 3000 Mix Design Bumco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 19/9/2022 03 3000 Mix Design Bumco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Bumco Texas 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 3000 Mix Design Bumco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Borneo Texas 30U101AG 3000 psi Concrete Mix for Flatwork I9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 19/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 19/9/2022 03 30 00 Mix Design Bumco Texas 01Y690BF 100 psi Concrete Mix for Flowable Fill 14/1/2023 03 34 16 Mix Design Bumco Texas l OYH50BF 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC6020214500 psi concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 19/9/2022 03 30 00 Mix Design Charleys Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 19/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 19/9/2022 03 3000 Mix Design Charleys Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 3000 Mix Design Charleys Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 3000 Mix Design Charleys Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 3000 Mix Design Charleys Concrete 4502 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 3000 Mix Design Charleys Concrete 3759 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 3000 Mix Design Charleys Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 19/9/2022 03 3000 Mix Design Charleys Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charleys Concrete 5642 4000 psi Concrete for Storm Drain Structures 19/9/2022 03 3000 Mix Design Charleys Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 3000 Mix Design Charleys Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete (Continued) 19/9/2022 03 3000 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA201I 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 19/9/2022 03 3000 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 19/9/2022 03 3000 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 1 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 370-INC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 1 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 19/9/2022 03 3000 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 16/21/2023 03 3000 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1 1/18/2023 03 3000 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 19/9/2022 03 3000 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR- 1 47QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 14/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1 OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete(Continued) 19/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 19/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 19/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 1 12/15/2022 3 3000 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable fill/CSLM 19/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Si al Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Place Paving 1 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Liphting and Traffic Sal Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 14/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 14/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 14/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 19/9/2022 03 3000 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 3000 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 19/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 19/9/2022 03 3000 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 111/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 111/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 14/l/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 14/1/2023 03 3000 Mix Design Martin Marietta R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 14/l/2023 03 3000 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 14/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 14/7/2023 32 13 13 Mix Design Martin Marietta R2161 K70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 14/l/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 1 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 14/l/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH.. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 1 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 16/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 16/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 16/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 16/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 1 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 18/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 1 8/30/2023 03 30 00 Mix Design Martin Marietta R2141 R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 19/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 19/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 1 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 17/10/2023 03 3000 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 17/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 11/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1 1/18/2023 03 3000 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 19/9/2022 03 3000 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 34 13 Mix Design Redi-Mix FOCI 0021 215 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OJI 1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix 10J11504 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OLI 1504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 19/9/2022 03 30 00 Mix Design Redi-Mix 10LI1524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 19/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 19/29/2022 03 30 00 Mix Design Redi-Mix 1OL21524 4000 psi Concrete Mix for Manholes 19/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast-m-Place Storm Drain Structures 19/9/2022 03 3000 Mix Design Redi-Mix 10LI15E4 3600 psi Concrete Mix for Bridge substructures 19/9/2022 03 30 00 Mix Design Redi-Mix 156115134 4000 psi Bridge Slabs 19/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 19/9/2022 03 3000 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 19/9/2022 03 3000 Mix Design Redi-Mix 10KI1524 3600 psi Concrete Mix for Encasement 19/9/2022 03 30 00 Mix Design Redi-Mix 1 ON 11507 4500 psi (2600 psi (& 24 hrs.) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 19/9/2022 03 3000 Mix Design Redi-Mix 50KI1524 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 3000 Mix Design Redi-Mix I OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 10MI1524 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 10MI1504 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 1 11/2/2022 03 3000 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 112/5/2022 03 30 00 Mix Design Redi-Mix 10KI15C4 3500 psi Concrete for Thrust Blocks, Valve Pads 112/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 112/5/2022 03 30 00 Mix Design Redi-Mix 10LI15C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 15/15/2023 03 30 00 Mix Design Redi-Mix 80LI15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 15/15/2023 03 30 00 Mix Design Redi-Mix ION 115D6 Slurry Displacement Shafts, Underwater Drilled shafts 19/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 19/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 19/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 3000 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving FORT WORTH.. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 1 10/10/2022 03 3000 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 1 10/10/2022 03 3000 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 19/9/2022 03 3000 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 19/9/2022 03 3000 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 12/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 1 5/5/2023 03 3000 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi na, 3-days) psi Concrete HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 19/9/2022 03 3000 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 3000 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 19/9/2022 03 3000 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 1 10/10/2022 03 3000 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 19/9/2022 03 3000 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 19/9/2022 03 3000 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 19/9/2022 03 3000 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 19/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 19/9/2022 03 3000 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 3000 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 3000 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 3000 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 19/9/2022 03 3000 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations AS\ 4alt Pavin 1, 19/9/2022 32�2 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt FTSB 117965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FTIB 139965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FT1B 117.2 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 1 11/26/2022 32 1216 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 1 12/5/2022 33 1216 Mix Design Surmount Paving 3076BV6422 PG62-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Warnin Surface 19/9/2022 32 13 20 D 1 -Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 19/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. (Williamsville. Armor Tile 19/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 14/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Silicone Joint Sealant 19/9/2022 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 �12 32 1373 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 19/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 19/28/2018 33 05 13 Manhole Frames and Covers A —Cast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 14/3/2019 3305 13 Manhole Frames and Covers SIP Industries++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 14/3/2019 3305 13 Manhole Frames and Covers SIP Industries++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 1 10/8/2020 3305 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 **Note: All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORT WORTH.. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx3-405-PRECAST** (Size - 10' X T) ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx3-406-PRECAST** (Size - 10' X 3') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-4X4409-PRECAST-TOP (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrm FRT-4X4-409-PRECAST-BASE (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-5X5410-PRECAST-TOP (Size - 5' X 5� ASTM C913 110/8/2020 33 3920 Manhole Forterrm FRT-5X5-410-PRECAST-BASE (Size - 5' X 5� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-6X6411-PRECAST-TOP (Size - 6' X 6� ASTM C913 110/8/2020 33 3920 Manhole Forterrm FRT-6X6-411-PRECAST-BASE (Size - 6' X 6� ASTM C913 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-lOX3-405-PRECAST INLET** (Size - 10' X 3) ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4409-PRECAST BASE (Size - 4' X 4� ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST TOP (Size - 6' X 6) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 61 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST TOP (Size - TX 71 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST TOP (Size - 8' X 8') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 81 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 41 ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 61 ASTM 615 18/28/2023 3349 10 Manhole Oldcastle Precast Tx 4' Stacked Manhole (Size - TX 41 ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast Tx 4' Storm Junction Box (Size - TX T) ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C478 18/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - TX T) ASTM C433 18/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thompson Pipe Group hilet Riser (Size - 3 FT) ASTM C913-16 **Note: Pre -cast inlets are appored for the stage I portion of the structure (basin) only. Stage!! portion of the structure are required to be cast in -place. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 14/9/2021 13341 13 Stotm Draiu Pipes Advanced Drainage Systems, Inc. (ADS) ADS 111? Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASIITO M330 18/28/2023 13349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 18/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 GEOTECHNICAL REPORT ALPHA #\Geotechnical 5058Brush Creek Road Tel: 817-496-5600 Construction Materials Fort Worth, Texas 76119 Fax: 817-496-5608 Environmental www.alphatesting.com W11ERE IT ALL $EGINS TBPE Firm No. 813 October 14, 2019 Hines Interest, LP - Dallas 2200 Ross Avenue, Suite 4200 W Dallas, Texas 75201 Attention: Mr. Curtis Attaway Re: Pavement Recommendations Tradition, Central and Southern Phase Off Sam Reynolds Road Fort Worth, Texas ALPHA Report No. W 191259-A-Revl Submitted herein are the recommended pavement sections for the proposed subdivision (Tradition, Central and Southern Phase). The proposed subdivision is generally located on the south side of Sam Reynolds Road, extending about 4,500 ft west of Faith Lane in Fort Worth, Texas. This study was authorized by Mr. Curtis Attaway on August 21, 2019 and performed in accordance with ALPHA Proposal No. 77293-rev3 dated August 21, 2019. This report is an extension of ALPHA Report No. W191259 dated September 30, 2019 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. Supplemental information from the Traffic Impact Analysis for traffic analyses prepared by Goodwin & Marshall dated April 15, 2019 was also used for design of Arterial and Collector street pavement sections. PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to evaluate for Hines Interests, LP - Dallas (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. ALHA Report No. W 191259-A-Rev 1 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. SUMMARY OF RECOMMENDATIONS Table A contains a summary of pavement section requirements for proposed streets at the subject project. TABLE A Summary of Pavement Section Requirements Street Classification Residential - Urban Collector Arterial PCC Pavement Thickness(in) placed 6 7 9 on lime stabilized subgrade soil 28-day Concrete Compressive 3,600 3,600 3,600 Strength (psi) Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime Application Rate (lbs per sq yd) 30 36 36 Reinforcing Bar No. 3 3 4 Reinforcing Bar Spacing (in) 18 18 18 Further recommendations and analyses used to develop the summary in Table A are provided further in this report. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 198 test borings (Borings 1 through 140, 143 through 194, and 219 through 224) to a depth of about 20 ft each. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each boring is shown on the attached Boring Location Plan, Figure 2. Borings drilled for a bridge study (Borings 141 and 142) and for a utility study (Borings 195 through 218) will be issued under separate covers. 2 ALHA Report No. W 191259-A-Revl Subsurface types encountered during the field exploration are presented on the attached Log of Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement sections design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: • 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) In addition to conventional laboratory testing to assess engineering properties of the soils obtained, bulk samples were obtained from the site near the vicinity of Borings 2, 77, 135 and 147 for moisture -density relationship testing (standard Proctor, ASTM D 698) and California Bearing Ratio testing (CBR, ASTM D 1183). Individual test results are presented on the attached Log of Boring or summary data sheets. GENERAL SUBSURFACE CONDITIONS Based on geological maps available from the Bureau of Economic Geology, published by The University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone and Duck Creek formation. This undivided formation generally consists of alternating layers of limestone and marl (limey shale). Residual overburden soils associated with these undivided formations generally consist of clay soils characterized by moderate to high shrink -swell potential. Subsurface conditions encountered in about four -fifths of the borings generally consisted of clay and/or shaly clay to depths of about 6 inches to 18 ft below the ground surface underlain by limestone and/or shale extending to the 20 ft termination depth. Limestone was encountered at the surface in Borings 3, 8, 13, 38, 143, 150, 156, 174, 179, and 186. Clay extended to depths of about 2 ft to 6 ft below the ground surface in Borings 219, 220, 223 and 224 underlain by limestone extending to the 10 ft termination depth. Clay extended to the 10 ft termination depth of Borings 221 and 222. Subsurface conditions encountered in the remaining borings consisted of clay or alternating layers of clay and limestone extending to the 20 ft termination depth. The upper 2 ft of clay encountered in Boring 42 was visually classified as fill. Additional stratigraphic information is presented on the attached Log of Boring sheets. 3 ALHA Report No. W 191259-A-Rev 1 Most of the materials encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. Free groundwater was encountered in several of the borings at depths of about 6 ft to 20 ft below the ground surface. It is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the attached boring logs. 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 preliminary grading plans prepared by Goodwin and Marshall (Tradition, Central and Southern Phase — Sheets 3 through 13 dated July 2019) it is expected the pavement subgrade could consist of clay soils or similar onsite materials used for grading the site. The pavement subgrade could also consist of limestone in some areas depending on the given location along the alignment and grading requirements. Since the subgrade conditions and required treatments could vary along the proposed road alignment, ALPHA should be retained to observe construction to verify conditions are as expected. Also, we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively. Residential Urban and Collector/Arterial streets should then be mixed with a minimum 30 and 36 lbs per sq yard of hydrated lime (by dry soil weight), respectively, in conformance with TxDOT Standard Specifications Item 260. The recommended application rate for Residential Urban streets is the minimum required by the City of Fort Worth. The application rate for Collector/Arterial streets equates to about 6 percent by weight based on a dry soil unit weight of 100 pcf. The results of lime series tests performed on representative clay samples are attached (Figure 5). Lime application rates provided herein are preliminary and the actual amount will be determined from testing of bulk samples taken from the constructed pavement subgrade prior to placing steel and concrete. 4 ALHA Report No. W 191259-A-Rev 1 We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. The soil -lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil -lime mixture is at/or below 15. Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork constructed at final grades as could experience soil -related potential seasonal movements of up to 7 inches depending on the depth of limestone from final grade. Potential seasonal movements are discussed in more detail in ALPHA Report No. W 191259 performed for the residential foundations to be constructed at the site. Lime stabilization of the pavement subgrade is not required where the pavement subgrade consists of limestone. In pavement areas where limestone is exposed after final subgrade elevation is achieved, on -site lime stabilized clay cuttings, on -site processed limestone cuttings, or flexible base material could be used as a leveling course (as needed) to provide a smooth surface for placement of the pavement. California Bearing Ratio (CBR) tests performed for this specific project indicate the CBR values for the natural clay soil tested could be about 2.1 to 3.7 (Figure 4). Following improvement with lime, the CBR value for the lime stabilized clayey soils is expected to be at least 10. Portland Cement Concrete Pavement Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. • Compressive strength of concrete 3,600 psi at 28 days • Modulus of Elasticity 4,000,000 psi • Modulus of Rupture 620 psi • Modulus of Subgrade Reaction* 280 pci • Load Transfer Co -efficient 3.0 • Drainage Coefficient 1.0 • Initial PSI 4.5 • Terminal PSI for 2.0 (Residential Urban) 2.25 (Collector) 2.5 (Arterial) • Standard Deviation 0.39 • Reliability 85 percent *Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous section. 5 ALHA Report No. W 191259-A-Rev 1 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. 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 referenced Traffic Impact Study prepared by Goodwin & Marshal and conversations with Goodwin & Marshal, we understand expected traffic on Collector and Arterial streets will be as summarized in the following list and in Table B. • Total Arterial Trips • Total Collector Trips • Lane Distribution • Percent Truck Traffic Arterial • Percent Truck Traffic Collector • Growth Rate Arterial • Growth Rate Collector • Service life • Typical truck Loads 80 kips • Typical passenger vehicle loads 12,500 (both directions) 8,000 (both directions) 70% 2% 1.5% 2.5% 1.5% 30 years (one (1) front single axle at 20 kips and two (2) rear tandem axles at 30 kips each) Two (2) single axles at 2 kips each TABLE B Summary of Traffic and ESAL Distribution Between Residential Collector and Residential Streets Maximum Total Passenger Total Equivalent Street Classification Trips in One Vehicle Trips Truck Trips Single Axle Loads Direction (ESALs) Arterial 4,375 4,288 88 3,733,233 Collector 2,800 2,772 28 1,470,649 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-inch section of Portland cement concrete is required for Collector classified streets and a minimum 9-inch section of Portland cement concrete is required for Arterial classified streets at this project. PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed herein. Concrete should be designed with 5 ± 1 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw -cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. 6 ALHA Report No. W 191259-A-Rev 1 Drainage and Maintenance Routine maintenance, including sealing of cracks and joints should be performed over the life of the pavement. Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Maintaining positive surface drainage throughout the life of the pavement is essential. Soluble Sulfates A total of 35 samples obtained from the borings were tested for soluble sulfate concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table B. TABLE B Soluble Sulfates Sample Boring Depth, Material Type Soluble Sulfate, No. No. ft m /K m g g 1pU ) 1 12 0-0.5 Brown Clay 62 2 15 0-2 Brown Clay 158 3 16 0-2 Brown Clay 56 4 18 0-2 Brown Clay 49 5 20 0-2 Brown Clay 75 6 21 0-2 Brown Clay 74 7 30 2-4 Brown Clay 105 8 39 0-2 Brown Clay 62 9 48 2-4 Brown Clay 54 10 59 4-6 Brown Clay 97 11 64 2-4 Dark Brown Clay 172 12 70 0-2 Dark Brown Clay 153 13 74 0-2 Brown Clay 64 14 78 2-4 Brown Clay 63 15 79 4-6 Light Brown Clay 174 16 89 2-4 Brown Clay 73 17 95 2-4 Dark Brown Clay 117 18 112 0-2 Dark Brown Clay 57 19 116 2-4 Dark Brown Clay 147 20 120 0-2 Dark Brown Clay 91 21 125 2-4 Dark Brown Clay 89 22 133 2-3 Brown Clay 98 23 135 0-2 Brown Clay 62 24 137 0-2 Brown Clay 161 25 147 2-4 Dark Brown Clay 137 7 ALHA Report No. W191259-A-RevI TABLE B Soluble Sulfates #NL Sample Boring Depth, Material Type Soluble Sulfate, No. No. ft m /K m g g Epp ) 26 148 2-4 Dark Brown Clay 79 27 158 0-2 Brown Clay 143 28 162 0-2 Brown Clay 78 29 167 0-1 Dark Brown Clay 86 30 169 0-2 Dark Brown Clay 80 31 180 2-4 Dark Brown Clay 36 32 182 2-4 Brown Clay 65 33 185 2-4 Brown Clay 61 34 191 0-2 Brown Clay 80 35 193 2-4 Brown Clay 70 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 Limestone was encountered at the ground surface and within 4 ft of the ground surface in several of the borings. We expect limestone will be encountered during grading and general excavation at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting pavement or areas to receive new fill should be properly prepared. 8 ALHA Report No. W 191259-A-Rev 1 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, especially where utilities are planned below pavement. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 9 ALHA Report No. W 191259-A-Rev 1 tt Fill Compaction The following compaction recommendations pertain to general filling and site grading. The pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation section. Processed limestone or other rock -like materials used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of limestone or other rock -like materials used as fill is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. In general, processed limestone used as fill should have a maximum particle size of 6 inches. However, any processed limestone used as fill within 3 ft of the final pavement subgrade elevation should have a maximum particle size of 3 inches. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Clay and shaly clay with a plasticity index equal to or greater than 25 should be compacted to a dry density between 95 and 100 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 5 percentage points above optimum. Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey soils used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. In cases where mass fills are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. Utilities In cases where utility lines are more than 10 ft deep, 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. 10 ALHA Report No. W 191259-A-Revl 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 utility lines under pavements and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. Groundwater Groundwater was encountered in several borings at depths of about 6 ft to 20 ft below the ground surface. Shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA TESTING, INC. 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 11 ALHA Report No. W 191259-A-Rev 1 not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA TESTING, INC. 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. 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, INC. OF T11 +.. BRIAN J. HOYT .................................... 115748 It p ., October 14, 2019 Mark L. McKay, P.E Director of Geotechnical Engineering BJH/MLM/klf Copies: (1-PDF) Client Brian J. Hoyt, P.E. Geotechnical Department Manager Attachments: Overall Site Location Plan — Figure 1 Boring Location Plan — Figure 2 Moisture - Density Relationship — Figure 3 California Bearing Ratio (CBR) — Figure 4 Mechanical Lime Series — Figure 5 WinPAS Analysis Results Log of Borings (Borings 1 through 140, 143 through 194 and 219 through 224) Key to Soil Symbols and Classifications 12 ' 79 4- SAM REYNOLDS ROAD TWO,_ ---=� jd �e •u•l�Fi til - --: v /'. �1 'i4W 1 I {f•� i ,�' IO FIGURE 2F w P.xft { J i •��. :rr:r. `� • � FIGURE 2A ' ..}� .—.� FIGURE 2B -----_— —_y; n iFIGURE 2G FIGURE 2C� FIGURE jr "" 26• �x, A r * ,fit rorr- rr J 4ACW L. FIGURE 2H FIGURE 2E PL AA -max 4 r - _ ;jmw-------� FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 ALOHA'kTEST ING. INHERE IT ALL BEGINS FIGURE 1 OVERALL SITE LOCATION PLAN FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 ALPHA#'% TESTING INHERE IT ALL BEGINS FIGURE 2A BORING LOCATION PLAN z APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION SAM REYNOLDS ROAD 117 —s� B-2 r B-3 •rse ' 1 ' era. W I � "r` a . �B-6 -T- JL r T 0* , 75 B-10 B-11i B-12 B-13 P-4 B-21 _ B-22 B-23� B-33r-+ 4 s -- B-35 -36-- ,I f B-34 44' -� , .. *6 9 B . 6 -je m o 3R dada.' a7 tgu # _ v 7 T B-47, B-48b B-49° rr B-50 r' B 51 •.L' G3U44 • z O P-5 B-39 B-53� 5 FINAL GEOTECHNICAL EXPLORATION • TRADITION, CENTRAL, AND A L R N A � r I SOUTHERN PHASE APPROXIMATE PRELIMINARY OFF SAM REYNOLDS ROAD BORING LOCATION (Wl 315 ) FORT WORTH, TEXAS WHERE IT ALL BEGINS APPROXIMATE BORING LOCATIOIt ALPHA PROJECT NO. W 191259-A-REV 1 FIGURE 2B BORING LOCATION PLAN N C B-41 SAM REYNOLDS ROAD jj� N dv, B 5B-58 awoNt rr B .72. k7 B-7z B-73 AOs_ B- FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 -- B-76 B-75 'I I-) ter... _ - ALOHA'kTEST ING. INHERE IT ALL BEGINS FIGURE 2C BORING LOCATION PLAN B-61 ~B-6� B-60 + n� B-78 } . F B-77 �1 IV APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION B-46 B-47 B-48 B-49' B-50' B-51 B-52 SAM REYNOLDS ROAD N ' B-53 B-63 0 r is 66 B-66 B-b B-6 } B-61 �� B-62` B-64 - _ - : = - _ B-68_ _ _ t 73 r r'rb r� - ., a --Fri ",nr a _ :. 1� FPO A FA wft " z t B-81 23 111 fir. .2o P-12 B-79 BA3L B-82 ruses B-83'�° - � 80 � � B 84 : ; Aff m r B-77— - -- —► t Apo mm FI L; a-92 s� �J 70M � AVB-98 _ B-93 B 94� }, B-95 - B961 B-97', 0 � �r"� �ar,rs P-13 699 26 - B-101 T B-102F B-103 �t. B-104 `�i B-105 5 B-106 xl ,9 FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 ALOHA If 'kTEST ING INHERE IT ALL BEGINS FIGURE 2D BORING LOCATION PLAN APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION B-92 B-93 B-94 B-95 B-96 SAM REYNOLDS ROADP 13 -jhl -Jk- 4- i B-101 B-102 B-103 .. B-104 B-105 B-106 B-111 B-115..s r B-112 B-113 = B-114 +' - 0,3 � � � a � a � s � Bs � � 7� I � it r�10 r T 4 d-. � Wa _'1� B-1.5 121 B-122} 9 B-124 B-125 1J Y I r�r 00 r 45 05 V ; 19 20:f g� 22 23 2" 25 2� 09 I. r6 Ii - P-16 f - - dw i aq ry �O' Fi za z 7 2 T' a �r . I a5 16 s B-136 11 B-1333 8 8 B-134 B-135RI k . FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. WI 91259-A-REV1 ALOHA'kTE STING INHERE IT ALL BEGINS FIGURE 2E BORING LOCATION PLAN APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION IT N ,35K 61 Ac :d4'4SAM REYNOLDS ROAD B-1451 B-146 - 1 3- -B-147 I HIM U U 130 IN 12 .6 I 1---I -` - y- — P-7 +2 -- -A 9-- � � � 1�C B-151 � B�52� 34 32 it 28 ';17 26 4?.S 24 23 19t 1-9 f6 33 3 B-155�rr r� B-15B-158..��. B-156 - B-159 1 U 3 4 5 ; 6 T $ 9 fo 11 O�P 13 041 17 � qr !0 '!' B-161 3 B- 62 7 262~ B-163 3 Z+B-164 f B- 65 qr al U FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. WI91259-A-REVI HRH 'kTEST ING INHERE IT ALL BEGINS FIGURE 2F BORING LOCATION PLAN APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION W q --ox � 4 ` Vim r { SAM REYNOLDS ROAD R • . - R R R _r r T � . • i � i i t I R i i R R i rr a r� h. as J .f B-182 �B-1833 4 OB-184 ;9 i B-187 B-188� y j B-189 4 +� ,jam �'-4 5 B-192 B- 93 cxx ' I P-14 R 6 r 1 1 r �B-185 .,a 45 I B-186 R,E .6P* C) Lo 190 ;\� ) w B- 91 Z9X FINAL GEOTECHNICAL EXPLORATION 'kT EST I N G TRADITION, CENTRAL, AND A L P N A # SOUTHERN PHASE APPROXIMATE PRELIMINARY OFF SAM REYNOLDS ROAD W H E R E I T 6 L L 6 E G I M S BORING LOCATION (W183152) FORT WORTH, TEXAS APPROXIMATE BORING LOCATION ALPHA PROJECT NO. W 191259-A-REV 1 FIGURE 2G BORING LOCATION PLAN B-1007 SETIBA x FM USE 6P%.3-117 Ism+ 6 SAM REYNOLDS ROAD 'J II 2 1idf* + B-l18 4 y ou .7,0 jig 'ja -01 %i lkE B-100 ,, AFm B-101m L -03 cl-z �r B-119 7 �13-130 PB-129j * B-131 •11 NIP. i 14-4 UL TURE ACA:i5px N FINAL GEOTECHNICAL EXPLORATION 'kT EST I N G TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD WHERE IT ALL BEGINS FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 FIGURE 2H BORING LOCATION PLAN APPROXIMATE PRELIMINARY BORING LOCATION (W183152) APPROXIMATE BORING LOCATION SAM REYNOLDS ROAD FINAL GEOTECHNICAL EXPLORATION TRADITION, CENTRAL, AND SOUTHERN PHASE OFF SAM REYNOLDS ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W 191259-A-REV 1 ALPHA#'% TESTING INHERE IT ALL BEGINS FIGURE 2I BORING LOCATION PLAN rk 3 APPROXIMATE BORING LOCATION ALPHA*XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MOISTURE DENSITY RELATIONSHIP RESULTS (ASTM D698-A) Project No: W191259-A-REV1 Date: 08/30/19 Material Description: Brown Sandy Clay Classification: CH LL:59 Sample Location: Boring 2 PL: 24 Maximum Dry Unit Weight (pcf): 91.5 PI: 35 Optimum Moistuire Content (%): 23.8 % Passing #200: 65.0% 120 115 110 V 105 L 100 95 90 85 80 5.0% 10.0% 15.0% 20.0% 25.0% Moisture Content, (%) FIGURE 3A 30.0% 35.0% ALPHA/XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MOISTURE DENSITY RELATIONSHIP RESULTS (ASTM D698-A) Project No: W191259-A-REV1 I Date: 09/06/19 Material Description: Brown Clay Classification: CL LL:48 Sample Location: Boring 77 PL: 17 Maximum Dry Unit Weight (pcf): 100.8 PI : 31 Optimum Moistuire Content (%): 20.5 % Passing #200: 85.9% 120 I I I 115 i;'-1 1 V I 105 � I � I I j 100 r I I 95 � I 90 I I I 85 I I I 80 5.0% 10.0°% 15.0°% 20.0% 25.0°% Moisture Content, (%) FIGURE 313 30.0% 35.0% ALPHA*XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MOISTURE DENSITY RELATIONSHIP RESULTS (ASTM D698-A) Project No: W191259-A-REV1 Date: 09/06/19 Material Description: Dark Brown Clay Classification: CH LL:62 Sample Location: Boring 135 PL: 20 Maximum Dry Unit Weight (pcf): 94.1 PI : 42 Optimum Moistuire Content (%): 24.1 % Passing #200: 86.4% 120 115 110 V 105 L 100 95 90 85 80 5.0% 10.0% 15.0% 20.0% 25.0% Moisture Content, (%) FIGURE 3C 30.0% 35.0% ALPHA*XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MOISTURE DENSITY RELATIONSHIP RESULTS (ASTM D698-A) Project No: W191259-A--REV1 I Date: 08/30/19 Material Description: Dark Brown Clay with Sand Classification: CH LL:65 Sample Location: Boring 147 PL: 22 Maximum Dry Unit Weight (pcf): 92.7 PI : 43 Optimum Moistuire Content (%): 27.0 % Passing #200: 70.5% 120 115 110 V 105 L 100 95 90 85 80 5.0% 10.0% 15.0% 20.0% 25.0% Moisture Content, (%) FIGURE 3D 30.0% 35.0% ALPHA/XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF CALIFORNIA BEARING RATIO RESULTS (ASTM D1883) Project No: W191259-A-REV1 I Date: 08/30/19 Material Description: Brown Sandy Clay Sample Location: Boring 2 CBR @ 0.10 Inches = 3.2% CBR @ 0.20 Inches = 2.7% 80 70 60 •—N 50 Q N N d 40 L 30 20 10 0 0.0 0.1 0.2 0.3 Penetration, in FIGURE 4A 0.4 0.5 0.6 50 40 .Q30 VJ N N r.r 20 • • 10 0 0.0 ALPHA*XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF CALIFORNIA BEARING RATIO RESULTS (ASTM D1883) Project No: W191259-A-REV1 I Date: 09/06/19 Material Description: Brown Clay Sample Location: Boring 77 CBR @ 0.10 Inches = 2.3% CBR @ 0.20 Inches = 2.1 % 0.1 0.2 0.3 0.4 0.5 Penetration, in FIGURE 4B 0.6 ALPHA/XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF CALIFORNIA BEARING RATIO RESULTS (ASTM D1883) Project No: W191259-A-REV1 I Date: 09/06/19 Material Description: Dark Brown Clay Sample Location: Boring 135 CBR @ 0.10 Inches = 3.7% CBR @ 0.20 Inches = 2.9% 70 1 60 MI 50 .CL40 • • d ~ r N 30 20 n 10 0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Penetration, in FIGURE 4C ALPHA/XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF CALIFORNIA BEARING RATIO RESULTS (ASTM D1883) Project No: W191259-A-REV1 I Date: 08/30/19 Material Description: Dark Brown Clay with Sand Sample Location: Boring 147 CBR @ 0.10 Inches = 2.5% CBR @ 0.20 Inches = 2.6% 60 • 50 / K rl 40 / V! • Q N y d30 ; N M 20 00, 10 0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Penetration, in FIGURE 41) ALPHA #kTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W191259-A-REV1 Date: 09/27/19 Borings: 15, 45, 64, 67 % Lime 0% 2% 4% 6% 8% PI 39 23 18 14 11 70 65 60 55 50 45 40 i a35 \�\ 30 25 \`\ r/ l\ 20 15 �NI 10 5 S 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 5A ALPHA #kTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W191259-A-REV1 Date: 09/27/19 Borings: 83, 120, 130, 137 % Lime 0% 2% 4% 6% 8% PI 39 19 14 12 9 70 65 60 55 50 45 40 i d 35 30 \ 25 \l 20 15 —emu►► 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 5B ALPHA #kTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W191259-A-REV1 Date: 09/19/19 Borings: 219-224 % Lime 0% 2% 4% 6% 8% PI 42 21 16 11 8 70 65 60 55 50 45 M 40 d 35 \ 30 \ 25 \ 20 ~ 15 r\ 10 \ r 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 5C ALPHA #XTESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W191259-A-REV1 Date: 09/19/19 Borings: 146, 158, 169, 180 and 190 % Lime 0% 2% 4% 6% 8% PI 40 22 17 12 10 70 I 65 60 55 50 45 I _ 40 a35 30 I I _ _ 25 20 I 15 I �� 10 5 i of 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 5D Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Residential Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 5.91 inches Load Transfer, J Design ESALs 930,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subqrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.00 Thursday, April 23, 2015 1:12:04PM Engineer: WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Collector Pavement Analysis Route: Location: Fort Worth, Texas Owner/Agency: City of Fort Worth Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 6.57 inches Load Transfer Coefficient Total Rigid ESALs 1,470,649 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. 3.00 280 psi/in. 1.00 4.50 2.25 Friday, October 11, 2019 3:47:55PM Engineer: Alpha Testing, Inc. WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Arterial Pavement Analysis Route: Location: Fort Worth, Texas Owner/Agency: City of Fort Worth Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 7.98 inches Load Transfer Coefficient Total Rigid ESALs 3,733,233 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. 3.00 280 psi/in. 1.00 4.50 2.50 Friday, October 11, 2019 3:44:59PM Engineer: Alpha Testing, Inc. WinPAS 12 Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association ESAL Data by Vehicle Type Project Name: Collector Pavement Analysis Route: Location: Fort Worth, Texas Owner/Agency: City of Fort Worth Design Engineer: Traffic Factor Traffic Input by Estimated Rigid Thickness 7.00 inches Design Lane Estimated Structural Number 1.0 Design Lane Distribution 0.00 percent Terminal Serviceability 2.3 Directional Distribution 0.00 percent Design Life 30 years Annual Growth Rate 1.50 percent Traffic Input by Day Vehicle Axle Load Axle Type Number Vehicle Axle Load Axle Type 2.00 Single 0.00 Single 2.00 Single P �rt0.00 0.00 Single 0.00 Single 2,772 Single 0.00 0.00 Single Single �� 0.00 0.00 Single Single 0.00 Single 0 0.00 Single 0.00 Single 20.00 Single 0.00 Single 30.00 Tandem 0.00 Single 0 30.00 Tandem 0.00 Single tirt ` 1 0.00 Single Total Rigid ESALs 1,470,649 Total Flexible ESALs 1,107,127 Number 0 28 Friday, October 11, 2019 3:47:32PM Engineer: Alpha Testing, Inc. WinPAS 12 Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association ESAL Data by Vehicle Type Project Name: Arterial Pavement Analysis Route: Location: Fort Worth, Texas Owner/Agency: City of Fort Worth Design Engineer: Traffic Factor Traffic Input by Estimated Rigid Thickness 9.50 inches Design Lane Estimated Structural Number 1.0 Design Lane Distribution 0.00 percent Terminal Serviceability 2.5 Directional Distribution 0.00 percent Design Life 30 years Annual Growth Rate 0.00 percent Traffic Input by Day Vehicle Axle Load Axle Type Number Vehicle Axle Load Axle Type 2.00 Single 0.00 Single 2.00 Single P 0.00 Single 0.00 Single 4,288 0.00 Single 0.00 0.00 Single Single �� 0.00 0.00 Single Single 0.00 Single 0 0.00 Single 0.00 Single 20.00 Single 0.00 Single 30.00 Tandem 0.00 Single 0 30.00 Tandem 0.00 Single tirt ` 1 0.00 Single Total Rigid ESALs 3,733,233 Total Flexible ESALs 2,763,918 Number 0 88 Friday, October 11, 2019 3:46:03PM Engineer: Alpha Testing, Inc. ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/13/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) 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 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/13/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 24 67 22 45 2.0 100/ 1.5" 100/ 1.25" 17.0 100/ 20.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/13/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) 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 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 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.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/13/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 16 51 21 30 2.0 100/ 0.75" 100/ 1.25" 100/ 1.75" 17.0 100/ 20.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/15/2019 End Date: 7/15/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w � C J J o y a o� 0o oz 0E a° o tea) .S c me a� p�� o o Z Ha d 15 1.25 125 13.0 100/ 20.0 , 2.5 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/15/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION YBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/15/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 11 41 20 21 2.0 1.75 175 100/ 2.2525 13.0 100/ 20.0 , 1.25 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/9/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 5 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/9/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 3.5 29 72 24 48 2.0 100/ 3.25" 100/ 2.25" 6 100 1.5" 100/ 20.0 L 1.7 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/9/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 6 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/9/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 19 59 20 39 2.0 100/ 0.75" 6 100 1.5" 18.0 100/ 20.0 661 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 7 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION 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): 140 / 30 o.S d E a);= _ 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 1E a)0— a� U 5 in .5 3 (n CU CD 0 x� o� o a Z m J a Ha d . 4.5+ 11 38 21 17 2.0 1 0.5 14.0 100/ 6 0.75 0.75 100/ 20.0 L 1.5 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/15/2019 End Date: 7/15/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ _20 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 13 100/ 0.25 0.25 100/ 0.75 0.75 14.0 Gray LIMESTONE with shale seams 100/ 66 2.25 TEST BORING TERMINATED AT 20 FT 100/ 20.0 , 1.25 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 9 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 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 Tan LIMESTONE with clay seams and layers 5 10 jTan and Gray SHALY CLAY 15 20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y oW oo .Soza a pw� Z �a a- a 1 4.5 3.2 93 26 4.25 16 51 18 33 0.0 100/ 13 2.75" 100/ 12 10.0 hL 2.25" 4.5+ 15 53 19 34 4.5+ 21 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a)t o E _ E x NC 3 Y 6Lc N��a Jo� J o y >� o E oo .Soza a pw� OC �a Z a a- 4.25 23 67 23 44 1.0 100/ 1.25" 100/ 1.25" 18.0 100/ 20.0 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 11 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/8/2019 End Date: 7/8/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments � Tan CLAY — Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC N�wa OC Jo� J y a o oo .Soza 3 Z �a a- a . 4.5+ 21 0.5 2.0 4.0 4.0 10 29 15 14 100/ 0.25 0.25 100/ 14 2.25.25 1.25 125 18.0 100/ 12 20.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 0 0 5 f ME$= 15 20 5058 Brush Creek Rd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/11/2019 End Date: 7/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ x E o >�a Nc)waa C aN o °o .Soza p Ha Z d 0.5 1 0.5 100/ 0.25 0.25 100/ 0.75 0.75 100/ 20.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/11/2019 End Date: 7/11/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 10/ 100/ 0.75 0.75 100/ 20.0 , 0.75 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown 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): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d . 4.5+ 15 58 20 38 2.0 100/ 3.25 3.25 13.0 1 2.5 1 1.5 100/ 20.0 , 1.25 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 15 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/9/2019 End Date: 9/9/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> t _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jBrown CLAY — 2.25 29 — 2.5 28 78 26 52 — 5 2.5 29 _ 6.0 Light Brown CLAY — 11 80 28 52 1.1 8.0 Tan LIMESTONE with clay seams and layers 100/ — 10 , 1.25" _ 13.0 Gray LIMESTONE with shale seams 100/ — 15 , 0.5" 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 Brush Creek Rd. BORING NO.: 16 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 21 4.0 18.0 20.0 , 100/ 4.75 3.0 24 69 20 49 1.7 4.5+ 15 4.5+ 39 4.5+ 30 4.5+ 18 5058 Brush Creek Rd. BORING NO.: 17 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 j 10 _15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 (n x o� o a Z J rl H a a_ 1 4.5+ 21 2.25 1.2 95 28 3.0 26 4.0 16 43 20 23 0.0 4.0 18 4.5+ 18 15.0 100/ 11 20.0 , 2.5 5058 Brush Creek Rd. BORING NO.: 18 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/16/2019 End Date: 7/16/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan CLAY with calcareous nodules 5 j 10 —15 j j Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a)0— a� U 5 in .5 3 (n CD x o� o a Z J rl H a a_ 1 2.5 28 4.0 18.0 20.0 , 100/ 2.75" 3.5 26 3.25 1.2 112 22 4.5+ 11 26 16 10 0.4 4.5+ 20 4.5+ 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/16/2019 End Date: 7/16/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with caclareous deposits 5 Tan LIMESTONE with clay seams and layers _10 _15 20_ TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 3.5 27 18 100/ 4.7575 13/ 20.0 k 2.25 33 77 26 51 0.3 3.5 27 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 20 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/8/2019 End Date: 7/8/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan CLAY with caclareous nodules 5 j Tan LIMESTONE with clay seams and layers _10 _15_ Tan CLAY 20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 17.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oz a° o .S c a� p�� U n .5 3 (n 0 x c c o� o a Z c J a �a a- a 2.5 35 4.5+ 23 3.25 18 38 18 20 0.0 L100/ 12 3.5 - 100/ 15 66 2 4.5+ 3.9 123 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/8/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 Gray SHALE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/8/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 24 65 23 42 0.7 2.0 100/ 2.7575 16 100/ 0.75 0.75 1 18 1.5.5 18.0 100/ 20.0 k 3.5 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 15 55 19 36 1.9 2.0 1000/ 1 0.5 20.0 L 11 00/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION FTan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 10 33 16 17 2.0 100/ 0.25 0.25 1 0.5 1.75 175 100/ 20.0 L 1.25 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/17/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) 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 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/17/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 15 69 24 45 2.0 100/ 0.75 0.75 13.0 0.75 13 .75 100/ 20.0 , 1.75 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d a- 4.5+ 20 62 24 38 1.00 100/ 2.25" 12" 100/ 1.5" 18.0 100/ 20.0 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY _5 Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5.0 Hammer Drop (lbs / in): 140 / 30 o.S d E o t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax� �a a- � a 12" 14.0 6 100/ 1" 100/ 1.1 20.0 L 4.5+ im 4.5+ 9.3 108 17 4.5+ 20 82 27 55 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 27 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/12/2019 End Date: 9/12/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 18 — 3.5 25 71 22 49 0.7 _ 4.0 Light Brown CLAY with limestone fragments — 5 3.0 24 — 4.0 19 — 3.0 13 10 _ 13.0 Gray LIMESTONE with shale seams 100/ — 15 , 1„ 100/ 20 20.0 , 1 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 28 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� p�� U 5 n .� 3 CD Z �a a- a 1 4.5+ 17 4.0 16.0 20.0 L 100/ 2.5 3.25 29 76 25 51 3.5 21 3.25 20 4.5+ 18 4.5+ 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 29 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 15 4.0 17.0 20.0 , 100/ 2.75 2.75 27 69 22 47 0.1 3.0 25 4.0 17 4.0 23 4.5+ 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 30 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 13 oZAfter Drilling (ft): 17 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 j j/ 15� j/ _ � 1 j 20 j TEST BORING TERMINATED AT 20 FT 20.0 Hammer Drop (lbs / in): - o.S d E ; o _ 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 a� 0— U 5 in .5 3 �a a- Z a 1 4.5+ 17 1.25 27 2.25 26 3.5 19 49 15 34 0.0 4.5+ 15 4.5+ 14 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 31 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/25/2019 End Date: 7/25/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.0 25 18.0 20.0 , 100/ 3.5" 2.75 28 66 21 45 0.0 2.5 1.3 98 25 4.0 19 4.5+ 16 3.5 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/3/2019 End Date: 7/3/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE with clay seams and layers _10 jTan SHALY CLAY 15 20 TEST BORING TERMINATED AT 20 FT 4.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� >a E�N OC Jo� J y a oW oo .Soza pw� Z �a a- a 1 2.0 34 71 25 46 0.0 3.75 30 3.25 17 100/ 11 1.75 4.5+ 22 4.5+ 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/26/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 33 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/26/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C J O -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.0 100/ 7.5" 13" 12" 100/ 20.0 , 1.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 7/8/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY — � Tan CLAY 5 Tan LIMESTONE with clay seams and layers _10_ 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 34 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 7/8/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 1.6 96 28 2.0 4.0 17 4.5+ 14 30 15 15 0.0 5.0 100/ 2.7575 1 2.5 1 4.5 14 / 16 20.0 k ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 35 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/9/2019 End Date: 7/9/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY 5 Tan LIMESTONE with clay seams and layers 10 15 Gray SHALE 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 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 a� p�� U n .5 3 Z �a a- a 1 4.5+ 25 4.5+ 19 4.0 4.5+ 17 48 19 29 0.0 4.5+ 17 7.0 100/ 3.25 3.25 1 2.5 18.0 14 / 15 20.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 36 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/9/2019 End Date: 7/9/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan LIMESTONE _5 Tan CLAY with limestone fragments 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 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 0 x c c o� o o Z c J a m �a a- a 0.5 4.5+ 18 63 22 41 100/ 4.7575 100/ 20.0 , 3.5 4.5 19 40 18 22 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 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_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d a- 1.00 4.5+ 13 56 22 34 100/ 3.5 100/ 15.0 , 1.25 100/ 20.0 , 0.5 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 38 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ x E o N� 0C1 0o 0E tea) N me w � C J o o J y a o� oz a° o .S c a� p�� Ha Z d 1 5" 1. 100/ 1.75" 100/ 1.25" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 / Tan and Gray SHALY CLAY 10 15 Tan WEATHERED LIMESTONE 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 18.0 20.0 , 100/ 2.25" 4.5+ 27 4.25 2.0 95 26 3.25 28 85 26 59 0.4 3.25 28 3.0 30 71 23 48 3.5 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/9/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/9/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 21 4.5+ 19 76 25 51 7.1 4.0 12" 1 1.5" 14.0 L 100/ 1" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Light Brown CLAY with calcareous nodules 5 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 13 100/ 0.5" 100/ 20.0 , 0.5" 4.5+ 13 4.5+ 11 66 20 46 4.0 16 4.5+ 15 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 42 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/17/2019 End Date: 7/17/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION Brown CLAY - FILL — 4.5+ 11 51 16 35 _ 2.0 Brown CLAY — 2.5 26 _ 4.0 Light Brown CLAY — 5 2.5 26 59 18 41 0.0 — 3.0 1.6 108 22 — 4.5+ 20 10 — 4.5+ 15 15 L 100/ 20 20.0 4 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 _15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 11 4.0 15.0 20.0 , 3.25 27 68 23 45 0.1 3.5 24 3.5 20 4.5+ 22 12 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 15 18.0 20.0 , 100/ 3.0 23 4.5+ 21 65 23 42 0.0 3.75 23 4.25 18 4.5+ 16 it ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y oW oo .Soza a pw� Z �a a- a 1 4.5 17 17.0 20.0 , 100/ 2.25" 3.5 25 4.0 21 66 20 46 0.3 4.5+ 18 4.25 18 4.0 15 ALPHA /TESTING WHERE IT ALL BEGINS 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.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/3/2019 End Date: 7/3/2019 West: Drilling Method: 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 calcareous nodules 5 Tan CLAY with calcareous deposits 10 j X j 15 j/ j Tan SHALY CLAY 20 / TEST BORING TERMINATED AT 20 FT 4.0 8.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oz a° o .S c a� p�� U n .5 3 (n 0 x c c o� o a Z c J a �a a- a 2.0 33 2.75 28 3.5 22 3.25 19 54 19 35 3.25 17 4.0 14 18.0 1 4.5 15 41 21 20 0.0 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 47 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Light Brown CLAY 10 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 4.0 18.0 20.0 , 100/ 2.25" 4.5 26 3.75 1.7 96 26 4.0 23 66 22 44 0.3 4.5 16 51 19 32 4.5+ 15 15 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 48 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/8/2019 End Date: 7/8/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 6 oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Tan CLAY 10 j j/ _15� j/ j 20 TEST BORING TERMINATED AT 20 FT 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oz a° o .S c a� p�� U n .5 3 (n 0 x c c o� o a Z c J a �a a- a 3.75 26 3.0 24 3.5 24 3.0 25 3.0 20 4.5+ 16 38 19 19 0.1 3.75 3.8 116 18 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 49 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/9/2019 End Date: 7/9/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> t _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.0 28 73 26 47 _ 2.0 Brown CLAY — 3.25 25 62 22 40 _ 4.0 Tan CLAY with calcareous deposits — 5 1.75 21 — 4.0 15 — 4.5+ 15 10 _ 13.0 Tan SHALY CLAY — 4.5+ 17 61 24 37 0.0 15 — 3.75 21 20 � 20.0 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 50 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/9/2019 End Date: 7/9/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY — � Tan CLAY 5 Tan LIMESTONE with clay seams and layers _10_ jTan SHALY CLAY 15 Tan and Gray SHALY CLAY 20 TEST BORING TERMINATED AT 20 FT 2.0 5.0 18.0 20.0 Hammer Drop (lbs / in): 140 / 30 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 a� p�� U n .5 3 Z �a a- a 1 4.5+ 24 100/ 3.75" 4.25 18 37 18 19 4.5+ 9 4.25 26 4.25 17 44 22 22 0.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 51 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= o E _ E x N� 3 Y 6L N w C J J o y a >C1 ow 00 oz �E E o oar .S c 1E m� a� o 0— O U o 5 in .5 3 CU CD 0 ao a) Ha Z d a- 4.5+ 13 56 21 35 1.00 100/ 1.75" 100/ 2.25" 17.0 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 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 Light Brown CLAY with calcareous nodules 5 Tan CLAY with calcareous deposits j10 j j/ 15� j/ j Tan WEATHERED LIMESTONE 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C3 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 4.5+ 22 4.0 18.0 20.0 , 100/ 3" 4.5+ 21 75 25 50 2.9 4.5+ 19 4.5+ 19 44 22 22 4.5+ 13 4.5+ 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 53 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 / Light Brown CLAY 10 15 20 / TEST BORING TERMINATED AT 20 FT 8.0 20.0 Hammer Drop (lbs / in): o.S d E a);= o E-ff _ E x NC 3 Y 6Lc N�)a Jo� o >� oW E oo .Sozao a OC 3 (n � Z J ax� �a a- � a 4.5+ 20 3.25 28 81 25 56 2.75 28 4.5+ 18 63 20 43 4.25 20 3.5 21 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 54 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E o t _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y o oo .Soza a pw� Z �a a- a 4.5+ 22 4.5+ 19 77 25 52 4.0 13" 100/ 2.75" 15.0 L 1.2 100/ 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 55 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/9/2019 End Date: 9/9/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 12.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y oW oo .Soza a pw� Z �a a- a 1 4.5+ 12 100/ 2.25" 100/ 20.0 L 1.7 4.5+ 20 67 21 46 4.8 3.75 1.6 104 23 4.25 17 4.5+ 15 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 56 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 4.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 12 100/ 1.25" 100/ 20.0 L 1.2 4.0 24 67 20 47 4.5+ 22 76 25 51 4.5+ 19 3.0 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 57 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 16 oZAfter Drilling (ft): 15 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 10 _15 1 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5 14 4.0 24 4.5 25 3.5 21 56 18 38 0.0 3.5 20 42 21 21 15.0 100/ 20.0 , 2.25" 3.0 18 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 58 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/12/2019 End Date: 9/12/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 10 — 3.5 24 72 21 51 0.3 _ 4.0 Light Brown CLAY with limestone fragments — 5 4.5+ 16 55 18 37 — 4.5+ 15 — 4.5+ 15 10 — 4.5+ 16 15 — — 4.5+ 18 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 59 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/25/2019 End Date: 7/25/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 j j/ 15 / Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATE AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 15.0 20.0 , 100/ 4" 4.5+ im 2.0 1.1 96 28 2.5 28 4.5+ 13 45 17 28 0.0 4.5+ 14 4.0 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 60 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with calcareous deposits 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.0 24 4.0 18.0 20.0 , 100/ 1.5" 3.5 24 64 20 44 4.5 16 59 20 39 0.1 4.5 19 4.5 14 4.0 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 61 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with limestone fragments 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 3.0 29 4.0 18.0 20.0 , 100/ 2" 3.5 26 4.5 16 71 22 49 4.5 17 4.5 16 4.5 13 33 15 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 62 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): 19.5 oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with calcareous deposits 5 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 4.0 17.0 20.0 , 100/ 2" 4.5+ 25 4.5+ 3.8 103 20 4.5+ 16 52 18 34 0.1 4.5+ 17 4.5+ 15 4.5+ 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 63 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/8/2019 End Date: 7/8/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 10 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Reddish Tan CLAY with calcareous nodules 10 1 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 12.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y oW oo .Soza a pw� Z �a a- a 1 4.5+ 24 16" 100/ 1 „ 20.0 L 3.0 29 69 22 47 0.1 2.5 29 2.5 25 4.5+ 15 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 64 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/10/2019 End Date: 9/10/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 13 — 4.5+ 19 _ 4.0 Brown CLAY — 5 3.75 26 78 26 52 0.9 _ 6.0 Tan CLAY with calcareous deposits — 3.5 20 — 3.5 17 10 13.0 Tan LIMESTONE with clay seams and layers 100/ — 15 , 1.5" 100/ 20 20.0 , 1.5" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 65 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 7/9/2019 End Date: 7/9/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 11 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Tan CLAY with calcareous nodules 10 1 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o a Z Jax� �a a- � a 100/ 2.25" 100/ 20.0 k 1 3.75 25 69 22 47 2.5 26 2.75 26 3.25 19 3.5 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 66 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 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 5 Light Brown CLAY 10 j Tan CLAY _15 j Light Brown CLAY 20 TEST BORING TERMINATED AT 20 FT 4.0 12.0 Hammer Drop (lbs / in): o.S d E a);= _ x o E-ff 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 1E a)0— a� U 5 in .5 3 0 x o� o o J a m (n �a a- Z a 4.5+ in 4.5+ 3.9 101 24 4.25 23 4.25 16 49 19 30 4.5+ 16 4.5+ 10 35 17 18 17.0 4.5+ 10 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/10/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 67 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/10/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 14 4.5+ 15 58 19 39 4.0 13" 3.6 100/ 2.25" 100/ 1" 100/ 20.0 , 2.5" ALPHA , TESTING 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 68 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/10/2019 End Date: 9/10/2019 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — � Tan CLAY _5� j Tan LIMESTONE with clay seams and layers jTan and Gray SHALY CLAY 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z � a a a 1 4.5+ 19 2.0 18.0 20.0 , 100/ 1.75" 4.5+ 8 41 19 22 1.1 4.5+ 14 - 10 4.25 15 52 19 33 4.5 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 69 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY 10 15 Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 18 17.0 20.0 , 100/ 3" 4.5+ 19 4.5+ 20 66 22 44 2.9 4.25 17 4.5 18 4.5+ 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 70 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d � 4.5+ 23 3.75 1.5 95 25 4.25 23 4.25 23 61 21 40 0.3 4.5 20 2.75 17 4.5+ 17 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 71 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark 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): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d 4.5+ 23 68 21 47 1.0 100/ 2.25" 13.0 12" 100/ 1.75" 100/ 20.0 , 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 72 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY _5� j Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a)0— a� U 5 in .5 3 (n CU CD x� o� o a Z m J a Ha d 1 4.5+ 20 2.0 14.0 100/ 1.25" 100/ 1.1 20.0 L 3.25 25 4.5+ 16 33 15 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 73 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 13 4.0 8.0 100/ 5" 1. 100/ 1.25" 17.0 100/ 20.0 , 0.5" 4.25 18 59 18 41 4.5 16 2.0 17 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 74 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 4.0 100/ 4.2525 1 4.5 18.0 100/ 20.0 1.5 4.5+ 12 2.75 1.5 96 26 3.5 27 76 24 52 0.0 3.5 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 75 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 15 oZAfter Drilling (ft): 17 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 _15 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 21 4.0 15.0 17.0 100/ 20.0 , 2 3.25 26 73 23 50 0.0 3.25 24 4.5+ 16 4.25 17 2.25 24 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 76 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 2.75 28 4.0 13.0 100/ 2.75" 17.0 100/ 20.0 , 1.25" 2.75 24 3.5 22 56 18 38 4.5+ 16 3.25 17 ALPHA TESTING 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 77 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/12/2019 End Date: 9/12/2019 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 13 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY Tan LIMESTONE with clay seams and layers _10 1 _15 20_ TEST BORING TERMINATED AT 20 FT 8.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 3.25 25 3.75 24 64 20 44 0.3 3.0 1.7 98 26 2.5 16 15" - 13 125 19 1.25" 100/ 20 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 78 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/3/2019 End Date: 7/3/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 8 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 — Reddish Tan CLAY with calcareous nodules 10 Tan and Gray SHALY CLAY _15 Gray LIMESTONE with shale seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 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 a� p�� U n .5 3 Z �a a- a 1 1.75 28 10.0 16.0 20.0 , 2.75 26 3.0 26 2.0 25 4.25 14 35 16 19 0.0 4.5+ Me MI ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 79 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 21 4.5+ 17 57 18 39 1.5 4.5+ 16 4.5+ 12 2.5 13 125 15 2.25" 19.0 100/ 20.0 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 80 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 13 oZAfter Drilling (ft): 10 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY with calcareous nodules _5 Tan LIMESTONE with clay seams and layers _10_ 1 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 3.0 26 4.0 24 72 21 51 0.0 4.0 5.0 4.5 14 100/ 5.25" 100/ 4.25" 100/ 20.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 81 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/13/2019 End Date: 9/13/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 10 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Light Brown CLAY Tan LIMESTONE with clay seams and layers 10 1 _15 20_ TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w e C o J o J y a o� oz a° o .S c a� p�� Z Ha d - 3 100/ 4.5" 100/ 4.25" 100/ 20.0 , 1.25" 4.5+ 25 4.5 23 4.0 25 4.0 21 74 23 51 5058 Brush Creek Rd. BORING NO.: 82 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 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 Tan CLAY with calcareous deposits _5� j j j 10� j _15 j j 20 j TEST BORING TERMINATED AT 20 FT 2.0 20.0 Hammer Drop (lbs / in): o.S d E a);= o E-ff _ E x N� 3 Y 6L N w C J J o y �' a >C1 ow 00 oz �E E o oar .S c 1E m� a� o O o U 5 in .5 3 ao a)0— o� o o J a m (n 0 x � a Z a a 4.5+ 4.5+ 4.5+ 3.75 4.5+ HI7 3.5 15 10 33 13 20 1.1 ,, 17 irl 20 40 19 21 IE] ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 83 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/10/2019 End Date: 9/10/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jBrown CLAY — 4.5+ 20 — 4.25 23 — 5 4.0 21 61 20 41 0.5 _ 6.0 Tan CLAY with calcareous deposits — 4.0 17 — 3.25 18 10 — 4.5+ 15 15 — 4.5+ 21 20 20.0 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 84 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Tan CLAY 10 15 Tan LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 3.25 27 18.0 20.0 , 100/ 3.5" 3.25 26 74 21 53 2.75 26 3.5 23 4.5+ 18 50 20 30 4.25 14 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 85 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 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 5 / Light Brown CLAY 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 12 8.0 11.0 100/ 2.2525 17.0 100/ 20.0 , 1.25 2.25 28 2.5 27 69 19 50 0.0 4.0 24 3.0 21 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 86 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Light Brown CLAY 10 Tan LIMESTONE with clay seams and layers 15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 15 13.0 13" 18.0 100/ 20.0 2 4.5+ 20 3.5 23 3.5 20 54 18 36 0.0 2.0 35 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 87 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/18/2019 End Date: 7/18/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 9 Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� p�� U 5 n .� 3 CD Z �a a- a 1 4.5+ 6 4.0 13.0 100/ 1.75" 16.0 100/ 20.0 L 1.5" 4.5+ 20 64 21 43 0.0 4.5 25 3.75 22 1.75 25 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 88 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 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 5 Tan LIMESTONE with clay seams and layers 10 15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 100/ 3.25 3.25 100/ 15.0 , 1.5 100/ 20.0 , 1.25 4.5+ 9.7 118 10 4.5+ 21 69 23 46 3.6 2.75 33 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 89 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers 15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 17 4.0 10.0 100/ 15.0 , 2.75" 100/ 20.0 , 1.25" 2.5 26 3.75 26 66 19 47 3.5 23 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 90 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/17/2019 End Date: 7/17/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 13 4.0 11.0 100/ 2.7575 16.0 100/ 20.0 k 4.0 16 63 20 43 1.3 4.0 25 2.0 28 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 91 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 7/18/2019 End Date: 7/18/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 11 4.0 100/ 10.0 hL 5.5" 100/ 16.0 100/ 20.0 L 1.7 3.25 25 62 21 41 4.0 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 92 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 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 5 Light Brown CLAY with calcareous deposits =j 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 6.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 4.5 15 100/ 0.5" 100/ 20.0 , 0.5" 4.5 19 65 20 45 4.5 21 4.5 16 40 20 20 0.0 4.5 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 93 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10 _15 20_ TEST BORING TERMINATED AT 20 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5 21 100/ 1.25" 6 100/ 1" 100/ 20.0 , 0.75" 4.5 18 4.5 8 74 23 51 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 94 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — � Brown CLAY Light Brown CLAY _5 Tan LIMESTONE with clay seams and layers 10 _15 20_ TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 1E a)0— a� U 5 in .5 3 (n 0 xCD 0 o� o o Z J a m �a a- a 3.5 22 24 12 12 4.5 1.9 111 14 4.0 4.5 6.0 100/ 2.25" 6 100 1.5" 100/ 20.0 , 0.75" 15 42 19 23 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 95 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Light Brown CLAY 10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 4.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5 19 100/ 1.25" 100/ 1.1 20.0 L 3.5 23 4.5 23 69 22 47 0.1 4.5 12 4.5 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/12/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 96 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/12/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5 22 4.5 20 67 21 46 0.1 4.0 100/ 5.5" 100/ 1.75" 100/ 1" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 97 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/12/2019 End Date: 9/12/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 13 _ 2.0 Brown CLAY — 4.5 15 62 19 43 _ 4.0 Light Brown CLAY — 5 4.5 13 — 3.5 22 _ 8.0 Tan LIMESTONE with clay seams and layers 100/ — 10 , 2" 100/ — 15 — , 0.75" 100/ 20 20.0 , 0.5" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 98 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/10/2019 End Date: 9/10/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 NONE T i �� m U- �'.� E E c o �7 On Rods (ft): p 3 Y s w c o oQ ZAfter Drilling (f): DRY a oo - 5 3 7(f), v o cn a MATERIAL DESCRIPTION jDark Brown CLAY 4.5 25 2.75 32 — 5 3.25 28 59 19 40 0.3 _ 6.0 Brown CLAY 4.5 1.8 103 21 _ 8.0 Tan CLAY 4.5 19 10 3.0 27 15 15.0 Tan and Gray CLAY — 3.5 19 20 � 20.0 TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 99 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 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 5 - with limestone fragments at 8 ft Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 3.0 27 2.0 9.0 100/ 0.25" 100/ 0.25" 17.0 100/ 20.0 L 1.2 2.25 26 2.25 39 74 25 49 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 100 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 3.5 25 4.0 100/ 5.25" 100/ 0.25" 17.0 100/ 20.0 , 1.75" 3.25 26 65 20 45 0.7 3.5 2.8 108 25 4.5+ 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 101 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Light Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x > `o U D E E o N� 0C1 0o 0E tea) N me w � C o J o J y a oW oz a° o .S c a� p�� Z Ha d . 3.0 25 3.25 27 4.0 6.0 100/ 0.75" 12" 16.0 100/ 20.0 L 1.7 18 79 26 53 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/13/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 102 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/13/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 18 59 19 40 2.0 4.5 20 4.0 100/ 5.75" 100/ 1.25" 100/ 0.75" 100/ 20.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 103 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/13/2019 End Date: 9/13/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 3.0 27 69 23 46 100/ 5.25" 100/ 1.25" 100/ 1" 100/ 20.0 , 0.75" 4.5 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 104 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/12/2019 End Date: 9/12/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Light Brown CLAY 5 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5 21 100/ 0.5" 100/ 20.0 , 0.75" 4.0 21 68 24 44 4.5 19 63 20 43 0.4 4.5 16 4.5 17 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/12/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 105 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/12/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.0 26 4.0 26 81 27 54 4.0 100/ 5.5" 100/ 1.75" 100/ 1" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/12/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 106 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/12/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 3 4.0 27 4.0 24 73 24 49 0.3 4.0 100/ 2.75" 100/ 1.75" 6 100/ 1" 100/ 20.0 , 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 107 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 3 4.0 25 59 21 38 2.0 100/ 0.25" 100/ 2.25" 11.0 100/ 1.75" 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 108 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/11/2019 End Date: 9/11/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jBrown CLAY — 4.5+ 15 — 4.25 24 _ 4.0 Light Brown CLAY with limestone fragments — 5 4.5 10 71 20 51 6.0 Tan LIMESTONE with clay seams and layers 100 — 10 66 1.5" _ 13.0 Gray LIMESTONE with shale seams 1 — 15 , 2" 100/ 20 20.0 , 1.5" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 109 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 15 2.25 27 4.0 5.0 1.75 21 81 26 55 12.0 100/ 0.25" 100/ 1.75" 100/ 20.0 L 1.2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 110 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with calcareous nodules 5 Tan LIMESTONE with clay seams and layers _10_ Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 5.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 2.0 29 100/ 0.25" 14.0 100/ 1.75" 100/ 20.0 L 1.2 3.0 29 75 26 49 2.75 29 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/13/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 111 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/13/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 17 4.5 15 78 27 51 4.0 100/ 4.75" 100/ 0.75" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 112 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/30/2019 End Date: 8/30/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers _5 _10_ _15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 3.5 27 2.0 3.0 4.0 20 70 22 48 0.3 100/ 4.75" 100/ 0.25" 100/ 0.5" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 113 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/30/2019 End Date: 8/30/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 3.0 25 — 2.75 27 65 21 44 0.0 _ 4.0 Brown CLAY — 5 2.5 29 — 3.0 1.7 98 26 _ 8.0 Tan LIMESTONE with clay seams and layers 100/ — 10 , 2.5" 100/ — 15 — , 0.5" 100/ 20 20.0 , 0.25" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 114 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/30/2019 End Date: 8/30/2019 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 5 — Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 3.0 28 2.75 30 76 24 52 0.8 3.0 29 4.5 18 3 9.0 100/.25 27 2.5" 100/ 2.75" 100/ 20.0 hL 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 115 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/30/2019 End Date: 8/30/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with limestone fragments 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 2.5 32 100/ 2.25" 100/ 20.0 , 1.5" 2.25 31 2.25 29 3.5 25 60 21 39 3.75 29 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 116 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 9/12/2019 End Date: 9/12/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 13 oZAfter Drilling (ft): 6 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Light Brown CLAY 10 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT 4.0 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 100/ 1.25" 100/ 20.0 , 0.75" 4.0 27 4.5 25 4.0 23 72 22 50 0.5 4.5 20 58 19 39 4.0 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 117 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE with shale seams 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CU CD Z Ha a- 3.0 27 1.75 1.0 88 33 2.75 6.0 100/ 2.75" 13.0 12" 100/ 20.0 , 1.75" 32 80 26 54 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION YBrown CLAY with calcareous nodules Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 118 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 3.5 22 49 19 30 2.0 100/ 0.5" 12.0 100/ 1.75" 100/ 1.25" 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 119 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 3 4.5+ 13 4.25 25 76 25 51 1.6 3.75 21 6.0 100/ 1.75" 12.0 100/ 1.75" 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/10/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 120 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/10/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 3.0 23 1.5 31 78 26 52 0.5 4.0 100/ 2.25" 100/ 2.25" 100/ 1.25" 17.0 100/ 20.0 , 1.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/29/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 121 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/29/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 22 74 25 49 1.7 2.0 100/ 4.25" 6 100/ 1" 100/ 20.0 L 1.2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/29/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 122 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/29/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 21 73 23 50 0.4 4.25 2.3 99 24 4.0 100/ 4.25" 100/ 1.25" 100/ 1.25" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 123 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/29/2019 End Date: 8/29/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 3.0 26 4.25 23 68 22 46 4.0 5.0 4.0 17 100/ 1.25" 100/ 1" 100/ 20.0 k 1 ALPHA TESTING 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 BORING NO.: 124 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/29/2019 End Date: 8/29/2019 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 10 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Tan CLAY - with limestone fragments from 8 ft to 10 ft 10 1 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 2.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 2.5 32 2.75 28 2.75 25 4.25 21 3.75 20 39 17 22 0.0 12" 25 100/ 11 20.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 125 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/29/2019 End Date: 8/29/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): 10 T T �� m U- c'.g' E E c o s 1After Drilling (ft): 7 �o 'off 3 o o E a> mo �a -o O- O" m 7After Hours (ft): a @ Ow a, O� U 0 OL C aN �`� U a _� `� 3 � o o o MATERIAL DESCRIPTION jDark Brown CLAY - 2.0 35 - 2.75 32 - 5 2.75 29 _ 6.0 Tan CLAY with limestone fragments 1 - 4.25 22 61 21 40 0.0 - 3.75 23 10 13.0 Tan LIMESTONE with clay seams and layers 100/ - 15 , 2.5" 100/ 20 20.0 , 1.75" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 126 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/29/2019 End Date: 8/29/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 / Tan CLAY 10 Tan LIMESTONE with clay seams and layers _15 _20 TEST BORING TERMINATED AT 20 FT 8.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 2.25 30 100/ 1.25" 20.0 L 100/ 100/ 2.25 28 2.75 29 3.0 29 4.0 12 51 17 34 0.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 127 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/29/2019 End Date: 8/29/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Tan LIMESTONE with clay seams and layers _10 _15 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 20 72 23 49 0.7 3.5 24 3.75 25 17 125 32 3.25" 125 30 2.25" 100/ 28 20.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 128 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/29/2019 End Date: 8/29/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 8 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY 1 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 12.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 2.5 30 3.0 29 3.25 27 67 23 44 0.0 4.0 19 3.5 1.4 109 18 175 / 23 1.7 2" 26 1 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 129 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan 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): 140 / 30 o.S d E a);= _ 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 1E a) a� 0— U 5 in .5 3 CU CD 0 Z Ha d 1 4.5+ 20 70 23 47 2.0 4.5+ 5 3.0 100/ 4.25" 100/ 2.25" 11.0 100/ 1.75" 100/ 20.0 L 1.2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 130 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 3.0 MKS] Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CU CD Z Ha d 1 4.5+ 16 100/ 2.25" 100/ 1.5" 100/ 1„ 20.0 L 4.5+ 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 131 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan 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): 140 / 30 o.S d E a);= o E _ E x N� 3 Y 6L N w C J J o y a >C1 ow 00 oz �E E o oar .S c 1E m� a� o 0— O o U 5 in .5 3 CU CD 0 ao a) Ha Z d . 20 2.0 3.0 100/ 5" 1. 100/ 1.75" 11.0 100/ 0.75" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 132 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/10/2019 End Date: 9/10/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 16 1.00 100/ 1.75" 100/ 1" 100/ 1" 16.0 100/ 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 133 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 4.5+ 24 78 26 52 0.5 4.5+ 23 100/ 1.5" 100/ 2.25" 100/ 1.75" 100/ 20.0 , 2.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 134 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 10 oZAfter Drilling (ft): 11 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan CLAY 5 10 Tan LIMESTONE with clay seams and layers 1 _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 19 3.75 25 2.75 31 3.0 23 57 18 39 0.0 2.75 24 13" 26 100/ 26 20.0 , 1.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 135 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 11 oZAfter Drilling (ft): 13 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Tan LIMESTONE with clay seams and layers _10 1 _15 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 2.75 28 4.5+ 22 3.5 23 77 24 53 2.5 3.75 18 5.5" 14 .5 12" 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 136 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 8 oZAfter Drilling (ft): 14 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 10 i Tan LIMESTONE with clay seams and layers 1 _15_ 20 TEST BORING TERMINATED AT 20 FT 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 3.75 32 100/ 1" 100/ 20.0 k 1 3.0 29 77 26 51 2.5 29 4.0 17 2.5 14 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 137 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 Drilling (ft): 10 oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY - with limestone fragments from 4-6 ft 5 Tan LIMESTONE with clay seams and layers 10 1 _15 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d - 3 12" 100/ 1.25" 100/ 20.0 , 0.75" 4.5+ 27 3.25 1.3 93 29 3.0 25 75 24 51 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 138 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 11 Drilling (ft): 9 oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with limestone fragments 1 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 12.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 1.75 32 68 24 44 2.0 32 2.75 28 3.0 13 53 17 36 0.0 2.5" 18 .5 .25 16 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 139 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 11 oZAfter Drilling (ft): 12 O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY 5 Tan CLAY 10 Tan LIMESTONE with clay seams and layers 1 _15_ 20 TEST BORING TERMINATED AT 20 FT 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 2.75 29 3.75 25 4.0 25 3.75 21 4.25 18 46 20 26 125 17 2.25" 100/ 24 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 140 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/28/2019 End Date: 8/28/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 13 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 / Brown CLAY 10 Tan LIMESTONE with clay seams and layers 1 _15_ 20 TEST BORING TERMINATED AT 20 FT 8.0 12.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 2.5 30 3.0 29 3.75 26 3.5 27 3.25 24 60 20 40 175 18 1.75" 2" 20 1 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 143 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ _20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w � C J J o y a o� 0o oz 0E a° o tea) .S c me a� p�� o o Z Ha d 100/ 2.75" 100/ 2.25" 100/ 5" 1. 18.0 100/ 20.0 661 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 144 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d 4.5+ 10 49 19 30 1.0 100/ 1.75" 100/ 1.25" 100/ 1.25" 16.0 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/23/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) 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 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 145 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/23/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- - 10 4.5+ 17 61 22 39 0.5 4.0 100/ 1.5" 100/ 1.25" 100/ 1.5" 100/ 20.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 146 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/23/2019 End Date: 8/23/2019 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 Tan LIMESTONE with clay seams and layers 5 004' Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 16 12" 100/ 1.25" 19.0 100/ 20.0 1.25" 8 4.5+ 16 58 19 39 0.3 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 147 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 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 5 Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 1 4.5+ 19 18.0 20.0 , 100/ 2.25" 100/ 0.5" 100/ 1.25" 3.0 30 72 24 48 1.6 2.5 32 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 148 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 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 Tan CLAY with calcareous nodules 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 1 4.5+ 17 81 26 55 8.0 100/ 2.25" 100/ 20.0 , 1.5" 4.0 29 3.75 28 4.0 23 31 15 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/26/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 149 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/26/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 17 69 21 48 0.0 2.0 12" 100/ 1.25" 14.0 L 100/ 1" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 150 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/23/2019 End Date: 8/23/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d - 10 100/ 2.25" 100/ 1.25" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 151 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/24/2019 End Date: 8/24/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY - with limestone fragments from 2-3 ft Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 15 64 24 40 100/ 2.5" 100/ 1.25" 100/ 1.25" 16.0 100/ 1.1 20.0 L 4.5+ 13 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/20/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 152 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/20/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 22 76 24 52 8.5 4.5+ 1.8 93 27 4.0 13" 13.0 100/ 0.75" 100/ 1" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 153 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 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 CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 2.0 3.0 18.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 4.5+ 13 4.5+ 14 39 20 19 100/ 1" 100/ 1.25" 100/ 1.25" 100/ 20.0 661 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 154 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/26/2019 End Date: 8/26/2019 West: Drilling Method: 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 5 — Tan CLAY with limestone fragments 10 j j/ _15_ j/ j 20 j TEST BORING TERMINATED AT 20 FT 2.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w e C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 4.5+ 18 4.5+ 19 4.25 21 68 23 45 0.1 4.0 22 4.25 21 4.5 20 2.75 21 38 18 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 155 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 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 Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w � C J J o y a o� 0o oz 0E a° o tea) .S c me a� p�� o o Z Ha d 1.0 4.5+ 25 61 21 40 100/ 1.5" 100/ 1.25" 100/ 1.25" 17.0 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 156 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/23/2019 End Date: 8/23/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ _20 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ x E o N� 0C1 0o 0E tea) N me w � C J o o J y a o� oz a° o .S c a� p�� Ha Z d 1 5" 1. 100/ 1.25" 14.0 Gray LIMESTONE with shale seams 100/ 66 1" TEST BORING TERMINATED AT 20 FT 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/24/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 157 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/24/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 15 4.5+ 22 72 23 49 2.3 4.0 100/ 2.75" 100/ 1.25" 100/ 1" 16.0 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/19/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 158 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/19/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 19 4.5+ 23 78 25 53 0.9 4.0 1" 4 100/ 0.75" 14.0 100/ 66 1.25" 100/ 1 „ 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 159 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY - with limestone fragments from 2-3 ft Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 12 59 21 38 4.3 3.0 100/ 5" 1. 100/ 0.75" 100/ 0.75" 17.0 100/ 20.0 , 1.25" 4.5+ 14 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 160 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 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 5 Tan and Gray CLAY 10 _15_ j/ j Tan LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 1 4.5+ 16 64 19 45 2.0 18.0 20.0 , 100/ 0.75" 4.5+ 15 4.5+ 3.9 111 18 4.5+ 17 45 22 23 0.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 161 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark 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): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w � C J J o y a o� 0o oz 0E a° o tea) .S c me a� p�� o o Z Ha d 1.0 4.5+ 20 61 22 39 100/ 1.5" 13.0 100/ 1.25" 100/ 1" 100/ 20.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/26/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 162 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/26/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 14 61 24 37 2.0 100/ 1" 100/ 1.25" 14.0 L 100/ 1" 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/23/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 163 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/23/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 17 59 21 38 0.0 4.25 2.4 101 23 4.0 100/ 3.25" 13.0 100/ 1.25" 6 100/ 1" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/19/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 164 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/19/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 12 67 22 45 2.0 100/ 2.25" 12.0 100/ 1" 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 165 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown 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): 140 / 30 o.S d E a);= o E _ E x N� 3 Y 6L N w o C J J o y a >C1 ow 00 oz �E E ao o oar .S c 1E a)0— m� a� O U o 5 in .5 3 (n CU CD 0 x� o� o a Z m J a Ha d 1.0 4.5+ 14 71 24 47 13" 1 5" 1. 14.0 6 100/ 1" 100/ 20.0 L 1.2 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 166 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/26/2019 End Date: 8/26/2019 West: Drilling Method: 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 5 Tan CLAY 10 j j/ _15_ j/ j 20 TEST BORING TERMINATED AT 20 FT 2.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w e C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 4.5+ 18 4.5+ 17 58 20 38 4.5+ 18 4.5+ 13 4.5+ 17 47 21 26 0.0 4.5+ 19 3.5 17 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 167 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ _15 F Tan and Gray CLAY _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha a- d 4.5+ 17 64 23 41 1.00 - 7 13" 9 - 14 125 10 2.25" 100/ 12 16.0 4.5+ 14 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 168 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 3.25 29 60 22 38 2.0 100/ 0.5" 100/ 1.25" 14.0 100/ 0.75" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/23/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 169 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/23/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 14 4.5+ 22 70 24 46 0.9 4.0 100/ 2.5" 100/ 1.5" 14.0 L 100/ 1" 100/ 1 „ 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 170 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/20/2019 End Date: 8/20/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark 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): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1.0 100/ 2.25" 13.0 100/ 1.75" 100/ 1.25" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 171 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 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_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d a- 4.5+ 21 74 24 50 1.00 100/ 0.75" 100/ 1.25" 100/ 15.0 , 1 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 172 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ x E o N� 0C1 0o 0E tea) N me w � C J o o J y a o� oz a° o .S c a� p�� Ha Z d 1 5" 1. 1 5" 1. 6 100/ 1" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 173 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ Gray LIMESTONE with shale seams _15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x N� 0C1 N w C J J o y a o� 0o oz 0E o tea) .S c me a� � p�� o o a° Ha Z d a- 4.5+ 19 59 21 38 1.00 100/ 1.25" 13.0 6 100/ 1" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 174 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/24/2019 End Date: 8/24/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ x E o N� 0C1 0o 0E tea) N me w � C J o o J y a o� oz a° o .S c a� p�� Ha Z d 13" 100/ 2.25" 100/ 15.0 , 1.25" 100/ 20.0 , 2.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/26/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 175 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/26/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 21 4.5+ 23 80 27 53 2.0 4.0 100/ 3.75" 12" 6 100 1.5" 17.0 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 176 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown 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): 140 / 30 o.S d E a);= o E _ E x N� 3 Y 6L N w C J J o y a >C1 ow 00 oz �E E o oar .S c 1E m� a� o O U o 5 in .5 3 CU CD 0 ao a)0— o� o a J a (n x� Ha Z m d 4.5+ 21 65 22 43 1.0 100/ 0.75" 14.0 100/ 1.25" 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 9/11/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) 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 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 177 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 9/11 /2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 19 58 20 38 2.0 100/ 2.75" 100/ 2.25" 100/ 1.25" 17.0 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 178 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 9/11/2019 End Date: 9/11/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules 5 Tan WEATHERED LIMESTONE _10 and Gray SHALY CLAY jTan 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 1E a)0— a� U 5 in .5 3 (n CU CD 0 x� o� o a Z m J a Ha d ■ 4.5+ 22 4.5+ 3.1 102 21 9 77 25 52 1 0 10 15" 11.0 4.5 25 56 19 37 4.5+ 22 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 179 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/24/2019 End Date: 8/24/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 1E a) a� 0— U 5 in .5 3 CU CD 0 Z Ha a- 100/ 3.5" 100/ 2.5" 100/ 2.75" 16.0 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 180 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY 5 Tan CLAY Tan LIMESTONE with clay seams and layers 10 15 jTan and Gray SHALEY CLAY _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 22 76 26 50 4.5+ 23 4.0 4.5+ 16 6.0 7.0 4.5+ 15 75 24 51 0.0 9 16.0 , 20.0 100/ - 13 2.5"100 100/ 2.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 181 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/19/2019 End Date: 8/19/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark 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): 140 / 30 o.S d E a);= o E _ E x N� 3 Y 6L N w o C J J o y a >C1 ow 00 oz �E E ao o oar .S c 1E a)0— m� a� O U o 5 in .5 3 (n CU CD 0 x� o� o a Z m J a Ha d 1.0 4.5+ 18 73 25 48 100/ 2.5" 14.0 6 100/ 1" 100/ 1.1 20.0 L ALPHA /TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas Project: Tradition, Central, and Souther Start Date: 8/26/2019 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 182 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Location: Fort Worth, Texas n Phase Surface Elevation: 8/26/2019 West: GER North: Hammer Drop (lbs / in): 140 / 30 o S d E a);= _ x E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a o� oz ao o .S c o p�� U n .� 3 (n x� o� o a Z J o T Ha a- 4.5+ 14 56 19 37 6.5 4.5+ 13 4.0 1" 4 100/ 2.5" 100/ 2.25" 100/ 20.0 , 1.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 183 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 1E a)0— a� U 5 in .5 3 (n 0 xCD 0 o� o o Z J a m �a a- a 100/ 1.75" 100/ 2.75" 100/ 1.75" 100/ 20.0 L 1.2 4.5+ 7 38 19 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 184 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/27/2019 End Date: 8/27/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ 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 0 ao o .S c 1E a)0— a� U 5 in .5 3 (n 0 xCD o� o o Z J a m �a a- a 4.5+ 13 2.0 4.5+ 10 36 16 20 3.0 100/ 4.25" 100/ 1.75" 100/ 1.5" 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 185 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY 5 Tan LIMESTONE with clay seams and layers 10 jTan and Gray CLAY 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 18 4.5+ 20 79 25 54 3.5 26 4.5 20 8.0 100/ 13 10.0 , 5„ 4.5+ 19 61 20 41 0.0 4.25 18 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 186 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/23/2019 End Date: 8/23/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 100/ 3.5" 100/ 2.25" 100/ 1.75" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 187 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with calcareous deposits 10 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT 13.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 20 6 100 1.5" 20.0 , 4.5+ 21 72 24 48 2.5 4.5+ 23 4.5+ 17 4.0 15 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 188 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/27/2019 End Date: 8/27/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 CLAY jTan 10 Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d - 3 4.5+ 14 4.5+ 7.6 109 18 3.0 100/ 3.5" 8.0 4.5+ 13.0 100/ 2.25" 100/ 20.0 , 1.5" 13 ON 16 52 17 35 0.3 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 189 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 jTan CLAY with limestone seams and layers 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 20 69 22 47 6.1 4.5+ 21 4.5+ 22 6.0 4.5+ 11 9.0 100/ 10.0 L 4.25" 4.5+ 18 4.5+ 18 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 190 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 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 5 — Brown CLAY with calcareous nodules 10 Tan CLAY with limestone seams and layers _15 j j/ 20 / TEST BORING TERMINATED AT 20 FT 11.0 Hammer Drop (lbs / in): o.S d E a) ;= _ 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 a� 0— U 5 in .5 3 �a a- Z a 4.5+ 19 4.5+ 17 4.5+ 16 4.5+ 17 44 20 24 15 4.5+ 15 41 20 21 0.0 4.5+ 16 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 191 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/23/2019 End Date: 8/23/2019 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers 5 10 jTan CLAY Tan LIMESTONE with clay seams and layers 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N me w � C o J o J y a o� oz a° o .S c a� p�� Z Ha d 1 4.5+ 19 70 20 50 4.0 100/ 10.0 hL 3.75" 13.0 6 100 1.5" 100/ 20.0 , 1 4.5+ 17 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 192 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/26/2019 End Date: 8/26/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a, a v 5 After_ Hours (ft): a @ o� v - - ao o �, a T 3 cn o o o MATERIAL DESCRIPTION jBrown CLAY — 4.5+ 13 — 4.5+ 17 61 21 40 — 5 4.5+ 14 _ 6.0 Light Brown CLAY — 4.5+ 3.2 110 15 — 4.5 17 10 11.0 Tan LIMESTONE with clay seams and layers 100/ — 15 L 1„ 100/1„ _20 20.0 L TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 193 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Hines Interests, LP - Dallas Location: Fort Worth, Texas Tradition, Central, and Southern Phase Surface Elevation: 8/26/2019 End Date: 8/26/2019 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY _5 10, Tan LIMESTONE with clay seams and layers jTan CLAY with limestone fragments 10 Tan LIMESTONE with clay seams and layers _15_ 20 TEST BORING TERMINATED AT 20 FT 5.0 8.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d 1 4.5+ 14 100/ 1.75" 100/ 20.0 , 1.5" 4.5+ 18 3.5 25 13 4.5+ 18 50 19 31 0.0 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 194 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W191259 www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central, and Southern Phase Surface Elevation: Start Date: 8/23/2019 End Date: 8/23/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E E C c ZAfter Drilling (f): DRY �o 3 o oo 5 7(f) a o c , v - a 3 cn o o MATERIAL DESCRIPTION jDark Brown CLAY — 4.5+ 18 — 4.5+ 19 — 5 4.5+ 22 79 26 53 0.8 _ 6.0 Tan CLAY — 4.5+ 2.2 107 19 — 4.25 18 10 11.0 Tan LIMESTONE with clay seams and layers 100/ — 15 L 3.5" 100/ 100/ _20 20.0 L TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. #NJESTING Fort Worth, Texas BORING NO.: 219 ALPNA76119 Sheet 1 of 1 Phone: 817-496-560 Fax: 817-496-5608 PROJECT NO.: W 191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Project: Tradition, Central and Southern Phase Start Date: 8/22/2019 End Date: 8/22/2019 Drilling Method: CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS 0 SZ On Rods (ft): NONE L 1 After Drilling (ft): DRY o After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 I TEST BORING TERMINATED AT 10 FT Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 a e x S w E r L a) a 8-1car �� E E a oa 'off �� p o �' do rTa U 'N O O v 0_� d N v @ N E a� U 6 o -- o o •. it @ ra a �U) Z = a. 4.5+ 13 2.0 1001 1.51, 100/ 1.25" 10.0 5058 Brush Creek Rd. ALPHA #NJESTING Fort Worth, Texas BORING No.: 220 76119 Sheet 1 of 1 Phone: 817-496-560 Fax: 817-496-5608 PROJECT NO.: W 191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Project: Tradition, Central and Southern Phase Start Date: 8/22/2019 End Date: 8/22/2019 Drilling Method: CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS 0 SZ On Rods (ft): NONE L 1 After Drilling (ft): DRY o After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 4 - Tan LIMESTONE with clay seams and layers 5 10 I TEST BORING TERMINATED AT 10 FT Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 a e x S w E r L a) a 8-1car �� E E a oa 'off �� p o �' do rTa U 'N O O v 0_� d N v @ N E a� U 6 o -- o o •. it @ ra a �U) Z = a. 4.5+ 19 2.0 100/ 1.25" 10.0 5058 Brush Creek Rd. ALPHA #NJESTING Fort Worth, Texas 76119 BORING No.: 221 . Sheet 1 of 1 Phone: 817-496-560 PROJECT NO.: W 191259 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central and Southern Phase Surface Elevation: Start Date: 8/22/2019 End Date: 8/22/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS ° S w E L x a)N "� d 8-1V1 SZ On Rods (ft): NONE �... O N LA C E U DRY L 1 After Drilling (ft): a o U _ —�° o o = m a o -- O a N N c i @ -' N Q @ After Hours (ft): W X g U z .� D @ a a ra a MATERIAL DESCRIPTION jDark Brown CLAY 4.5+ 17 4.5+ 19 4.0 Light Brown CLAY 5 4.5 20 3.5 20 8.0 Tan CLAY j3.5 14 23 13 10 j j 10.0 _10 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A L P H A �� T E S T I N G Fort Worth, Texas BORING NO.: 222 76119 Sheet 1 of 1 Phone. 817-496-560 Fax: 817-496-5608 PROJECT NO.: W 191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Location: Fort Worth, Texas Project: Tradition, Central and Southern Phase Surface Elevation: Start Date: 8/22/2019 End Date: 8/22/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS ,-, a .N. E �-. N L x a)o 0 SZ On Rods (ft): NONE a 8-1cn so o w `o 2 �� a c E C r L 1 After Drilling (ft): DRY ° a > W o� , o o f o m o� o o c 0_ �, m o doN a �"" o (� '3 6 .N . m N a Q o After Hours (ft): W X a) C g U) =' Z .. J a a ra a MATERIAL DESCRIPTION Brown CLAY . 4.5+ 17 4.5+ 22 4.0 Light Brown CLAY 5 4.5+ 10 30 17 13 j 2.25 18 j 4.5+ 5 j 10 � 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA #NJESTING Fort Worth, Texas BORING No.: 223 76119 Sheet 1 of 1 Phone: 817-496-560 Fax: 817-496-5608 PROJECT NO.: W 191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Project: Tradition, Central and Southern Phase Start Date: 8/22/2019 End Date: 8/22/2019 Drilling Method: CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS 0 SZ On Rods (ft): NONE L 1 After Drilling (ft): DRY o 2 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY —777/77 Tan CLAY with calcareous deposits 5 �/ �j �T Tan LIMESTONE with clay seams and layers 10 TEST BORING TERMINATED AT 10 FT 4.0 6.0 10.0 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 a e x 8-1_ .N. E 0 �� E a)a E 'oW �� rTa U 'N oa U o o C I do O v 0_ � d N � v Cr _@ N U) X d U) z @ J a a. ra a 100/ 5" 4.5+ 9 4.5+ 19 4.5+ 11 23 13 10 5058 Brush Creek Rd. ALPHA #NJESTING Fort Worth, Texas BORING No.: 224 76119 Sheet 1 of 1 Phone: 817-496-560 Fax: 817-496-5608 PROJECT NO.: W 191259 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas Project: Tradition, Central and Southern Phase Start Date: 8/20/2019 End Date: 8/20/2019 Drilling Method: CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS 0 SZ On Rods (ft): NONE L 1 After Drilling (ft): DRY o After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 I TEST BORING TERMINATED AT 10 FT Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 a e x S w E r L a) a 8-1car �� E E a oa 'off �� p o �' do rTa U 'N O O v 0_� d N v @ N E a� U 6 o -- o o •. it @ ra a �U) Z = a. 4.5+ 11 2.0 1001 0.51, 100/ 0.5" 10.0 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)