The URL can be used to link to this page

Home My WebLink AboutContract 62715-FP1-FP1 City Secretary 62715 Contract No. FORT WORTH, Date Received 8/1/2025 AT NOTICE OF PROJECT COMPLETION (Developer Projects) The Transportation and Public Works Department upon the recommendation of the Project Manager has accepted the following project as complete: Project Name: IH35-2 Global Logistics City Project No.: 105060 Improvement Type(s): Water ❑x Sewer ❑x (Original Contract Price: $1,126,489.86 Amount of Approved Change Order(s): $893.00 Revised Co ntract Amo unt: $1,127,382.86 Total Cost of Work Complete: $1,127,382.86 un'c Datl 07/25/2025 L- Day Ilul2, 2C2-' 12'.1D 51 CD-; Contractor Date vp Title Blake May Company Name �-114-4'AI-- 07/29/2025 Robert Watson (Jul 29, 202516:42:25 CDT) Project Inspector Date Ram Tiwari Ham -i— I Al,,1, 2— D3 20'41 CD I; 08/01/2025 Project Manager Date j� 08/01/2025 CFA Manager Date A.Z.— Lauren P, - r (Aug 1, 2025 09 07 22 CDT 08/01/2025 TPW Director Date C �- -1 08/04/2025 Asst. City Manager Date OFFICIAL RECORD CITY SECRETARY Page 1 of 2 FT. WORTH, TX Notice of Project Completion Project Name: IH35-2 Global Logistics City Project No.: 105060 City's Attachments Final Pay Estimate ❑x Change Order(s): ❑x Yes ❑ N/A Pipe Report: ❑x Yes ❑ N/A Contractor's Attachments Affidavit of Bills Paid Consent of Surety Statement of Contract Time Contract Time: 40 WD Work Start Date: 4/28/2025 Completed number of Soil Lab Test: 172 Completed number of Water Test: 6 Days Charged: 35 WD Work Complete Date: 7/18/2025 Page 2 of 2 FORT WORTH CITY OF FORT WORTH FINAL PAYMENT REQUEST Contract Name I-35W GLOBAL PHASE 2 Contract Limits Project Type WATER & SEWER City Project Numbers 105060 DOE Number 5060 Estimate Number 1 Payment Number 1 For Period Ending 7/18/2025 AID City Secretary Contract Number Contract Time 4WD Contract Date Days Charged to Date 35 Project Manager NA Contract is 100.00 Complete Contractor FA PEINADO, LLC 15815 EXECUTIVE DRIVE #500 FRISCO, TX 75033 Inspectors / Thursday, July 24, 2025 Page 1 of 5 City Project Numbers 105060 DOE Number 5060 Contract Name I-35W GLOBAL PHASE 2 Estimate Number 1 Contract Limits Payment Number 1 Project Type WATER & SEWER For Period Ending 7/18/2025 Project Funding UNIT I: WATER IMPROVEMENTS Item Description of Items Estimated Unit Unit Cost Estimated Completed Completed No. Quanity Total Quanity Total 1 MOBILIZATION 1 LS $3,500.00 $3,500.00 1 $3,500.00 2 SWPPP > 1 ACRE 1 LS $2,500.00 $2,500.00 1 $2,500.00 3 SILT FENCE W/ REMOVAL 6138 LF $5.00 $30,690.00 6138 $30,690.00 4 INLET PROTECTION W/ REMOVAL 4 EA $550.00 $2,200.00 4 $2,200.00 5 Stabilized Construction Entrance W/ REMOVAL 1 EA $10,000.00 $10,000.00 1 $10,000.00 6 16" PRESSURE PLUG 2 EA $1,752.00 $3,504.00 2 $3,504.00 7 4"-12" PRESSURE PLUG 5 EA $1,554.00 $7,770.00 5 $7,770.00 8 TOPSOIL 150 CY $70.00 $10,500.00 150 $10,500.00 9 UTILITY SERVICE SURFACE RESTORATION 8098 SF $0.69 $5,587.62 8098 $5,587.62 SODDING 10 STANDARD CLEANING WYE FOR WATER 1 EA $3,028.00 $3,028.00 1 $3,028.00 DISTRIBUTION PIPE 11 STANDARD CLEANING WYE FOR WATER 2 EA $4,650.00 $9,300.00 2 $9,300.00 DISTRIBUTION 12 PIPE (16-INCH AND LARGER) 2275 LF $1.00 $2,275.00 2275 $2,275.00 13 TRENCH SAFETY SAFETY 30 LF $739.00 $22,170.00 30 $22,170.00 14 24" Casing By Other Than Open Cut 1 LS $50.00 $50.00 1 $50.00 15 UTILITY MARKERS 156 LF $58.00 $9,048.00 156 $9,048.00 16 6" PVC WATER PIPE 1 TN $48,448.00 $48,448.00 1 $48,448.00 17 DUCTILE IRON WATER FITTINGS W/ RESITANT 8 LF $70.00 $560.00 8 $560.00 18 8" PVC WATER PIPE 687 LF $104.00 $71,448.00 687 $71,448.00 19 12" PVC WATER PIPE 25 LF $270.00 $6,750.00 25 $6,750.00 20 12" PVC WATER PIPE, CLSM BACKFILL 1425 LF $114.00 $162,450.00 1425 $162,450.00 21 16" PVC WATER PIPE 8 LF $249.00 $1,992.00 8 $1,992.00 22 16" PVC WATER PIPE, CSS BACKFILL 10 LF $288.00 $2,880.00 10 $2,880.00 23 16" PVC WATER PIPE, CLSM BACKFILL 4 EA $3,785.00 $15,140.00 4 $15,140.00 24 2" WATER SERVICE 6 EA $2,025.00 $12,150.00 6 $12,150.00 25 6" GATE VALVE (CO#1) 2 EA $2,669.00 $5,338.00 2 $5,338.00 26 8" GATE VALVE (CO#1) 3 EA $4,492.00 $13,476.00 3 $13,476.00 27 12" GATE VALVE 3 EA $30,950.00 $92,850.00 3 $92,850.00 28 16" GATE VALVE W/ VAULT 2 EA $15,070.00 $30,140.00 2 $30,140.00 29 CONNECTIONTO EXISTING 16" WATER MAIN 6 EA $6,832.00 $40,992.00 6 $40,992.00 Thursday, July 24, 2025 Page 2 of 5 City Project Numbers 105060 DOE Number 5060 Contract Name I-35W GLOBAL PHASE 2 Estimate Number 1 Contract Limits Payment Number 1 Project Type WATER & SEWER For Period Ending 7/18/2025 Project Funding Sub -Total of Previous Unit $626,736.62 $626,736.62 UNIT IL• SANITARY SEWER IMPROVEMENTS Item Description of Items Estimated Unit Unit Cost Estimated Completed Completed No. Quanity Total Quanity Total 1 REMOVE 12" SEWER LINE 1137 LF $38.00 $43,206.00 1137 $43,206.00 2 REMOVE 15" SEWER LINE 309 LF $41.00 $12,669.00 309 $12,669.00 3 TOPSOIL 112 CY $70.00 $7,840.00 112 $7,840.00 4 UTILITY SERVICE SURFACE RESTORATION 5996 SF $0.69 $4,137.24 5996 $4,137.24 SODDING 5 TRENCH SAFETY (CO#1) 1489 LF $1.00 $1,489.00 1489 $1,489.00 6 8" SEWER PIPE (CO#1) 32 LF $92.00 $2,944.00 32 $2,944.00 7 15"SEWER PIPE 1457 LF $176.00 $256,432.00 1457 $256,432.00 8 EPDXY MANHOLE LINER 103 VF $550.00 $56,650.00 103 $56,650.00 9 4' MANHOLE 7 EA $8,113.00 $56,791.00 7 $56,791.00 10 4' DROP MANHOLE 3 EA $14,606.00 $43,818.00 3 $43,818.00 11 4' EXTRA DEPTH MANHOLE 48.9 VF $300.00 $14,670.00 48.9 $14,670.00 Sub -Total of Previous Unit $500,646.24 $500,646.24 Thursday, July 24, 2025 Page 3 of 5 City Project Numbers 105060 Contract Name I-35W GLOBAL PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding Contract Information Summary Original Contract Amount Change Orders Change Order Number 1 Change Order Number 1 DOE Number 5060 Estimate Number 1 Payment Number 1 For Period Ending 7/18/2025 $1,126,489.86 $1,823.00 ($930.00) Total Contract Price $1,127,382.86 Total Cost of Work Completed $1,127,382.86 Less % Retained $0.00 Net Earned $1,127,382.86 Earned This Period $1,127,382.86 Retainage This Period $0.00 Less Liquidated Damages Days @ / Day LessPavement Deficiency Less Penalty Less Previous Payment Plus Material on Hand Less 15% Balance Due This Payment $0.00 $0.00 $0.00 $0.00 $0.00 $1,127,382.86 Thursday, July 24, 2025 Page 4 of 5 City Project Numbers 105060 Contract Name I-35W GLOBAL PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding Project Manager NA Inspectors / Contractor FA PEINADO, LLC 15815 EXECUTIVE DRIVE #500 FRISCO , TX 75033 DOE Number 5060 Estimate Number 1 Payment Number 1 For Period Ending 7/18/2025 City Secretary Contract Number Contract Date Contract Time 40 WD Days Charged to Date 35 WD Contract is .000000 Complete CITY OF FORT WORTH SUMMARY OF CHARGES Line Fund Account Center Amount Gross Retainage Net Funded Total Cost of Work Completed $1,127,382.86 Less % Retained $0.00 Net Earned $1,127,382.86 Earned This Period $1,127,382.86 Retainage This Period $0.00 Less Liquidated Damages 0 Days @ $0.00 / Day $0.00 LessPavement Deficiency $0.00 Less Penalty $0.00 Less Previous Payment $0.00 Plus Material on Hand Less 15% $0.00 Balance Due This Payment $1,127,382.86 Thursday, July 24, 2025 Page 5 of 5 DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME IH 35 Global Logistics Phase 2 CHANGE CONTRACT: (A) Water, (B) Sewer ORDER No: ICFA # CFA24-0146 I CITY PARTICIPATION:1 NO CITY PROJECT # CPN 105060 CITY SECRETARY CONTRACT # 62715 IFID # 30114-0200431-105060-RO7658 1 X # X-28214 FILE # INSPECTOR: Charles Hayes Phone No: 682.213.0240 PROJECT MANAGER: Ram Tiwari Phone No 817.392.2237 CONTRACT UNIT WATER SEWER DRAINAGE PAVING STREETLIGHTS WORKING Developer Developer Developer DAYS Developer Cost Developer Cost City Cost Cost City Cost Cost City Cost Cost City Cost (ORIGINAL CONTRACT $624,913.62 $501,576.24 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 40 EXTRAS TO DATE $1,823.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $930.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CONTRACT TO DATE $626,736.62 $500,646.24 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 40 (AMOF PROP ORDER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 TCHANGE yUN MOUNT YONTT $626,736.62 $500,646.24 $0.00 $0.00 _ $0.00 $0.00 $0.00 $0.00 40 TIRE OTAL REVISED%NTRACT AMOUNT PER UNIT $626,736.6 $$500,646.24 $0.00 $0.00 $0.00 REVISED COST SHARE Dev. Cost: $1,127,382.86 City Cost: TOTAL REVISED CONTRACT $1,127,382.86 You are directed to make the following changes in the contract documents. UNIT I: WATER IMPROVEMENTS CFW Unit Developer PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION Price UNIT PRICE Cost Cityy Cost TOTAL I 3312.3003 50000 �126'0000 (1.00) EA 8"Gate Valve $2669.00 ($2,669.00) $0.00 $2,669.00) I 3312.3005 .00 EA 12' Gate Valve I $4492.00 $4,492.00 $0.00 $4,492.00 TOTAL UNIT I: WATER IMPROVEMENTS $1,823.00 $0.00 $1,823.00 UNIT II: S ITARY SEWER IMPROVEMENTS Developer PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE Cost Cityy Cost TOTAL I 3331.4115 6.0000 (10) LF 8"Sewer Pipe $92.00 (S920.00) $0.00 ($920.00) I 3305.0109 5.0000 (10) LF Trench Safety $1.00 ($10.00) $0.00 ($10.00) TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS 1$930.001 t0.00 ($930.001 Asterisk 1'1 indicates New Pent Item i REVIEWED By TIWARIR at 1:34 pm, Jun 11, 2025 o Revised: 12-17-2018 Page 1 REASONS FOR CHANGE ORDER Weis, Litre S. Sfa. 6r02A3.Shea: 7RI or 22. Tee revised lrom 12W'1,12'e12'.6"GefeVe..nnm1.d--J—dwAh 72'Get, Vat—ChangeinquiredWI— pnwfewefer/lne site neeeaaary fw Mure baldrm Ere p+p/eef 9arvAa chow gate v.I—eopl—dm... f.bow Menhole.W✓Lm A.2,Sheet16of22. AyusrM menhrN.IpCNMll end amfiomng lnbnor(o easement Eeaemem —to— wdh webr.leperrmem doom Fein/ Plat approwl. 2 L, lots 6"waslewsrorto'" end ooncM safely cep—d rn cost snow. Manhole WW-OA-3,Snoetf7o/22. AdJurted menMle ipc.fron andemeonmg rnlenorto.a emMt Easement ,rd(neted-.vrfh water dapertmeM dunrg Flnd%st appmve( 6 f F rasa 6"wastewater ppe errd hench rarefy c.pnned In cost abnw. RECOMMENCED: OV �G ROVED: BY; HEX Data: O1514R026 Bt: FW IJS L4QltBa 2, LLC Deb: Be: F.A. Pdnedo Cpnehucbm Dam: I15O0rz028 Nanw. Bdm. M. s.ttala. P.E. TM.: Aaaodeb Vitt PotaWsnt APPROVAL RECOMMENDED: Br: Not Aepll b. Data: Name: Not Apowble TM.•, Not Ap Mille RECOMMENDED: TIB.: Manner APPROVED: Nmn. boon, Cgd. TNr. E-11 . Vitt P..ldanl APPROVED AS TO FORM AND LEOALRV: B.: Not Aaulluble Deb_ By: Not de Dam: Name: Net AgS-Bcable Novae: Hal%plimia TNe: NotAmdlttble Tips: Not Awlism. ATTEST e. Dam: Sy. Mel Apnlb+Na OMa: Name: Jeotrobe S. Goodell TM.: Title: Cite B.C.-Im MSC Nunba .. NIA MSC dde Appmeae: WA • Con4.ct Cpmpllantt lfa a (Pryect Mara 0: Byttiping I.doteoletlg. put I em au person rcaponaihle mrdu monpaing antl .dminlsbatbn o/mla rmtr.cl, and aneudng all Patiomurroe and repoeft raQuire—w 23Th.. era NO CNy Furdc e.aociated with this Contract OTh—aN City Fo d....ocbmd Mtn Oft Contract REVIEWED By TIWARIR at 1:34 pm, Jun 11, 2025 R.A..d: 12-17.2018 Peg. 2 " — — REVISIONS fREVIEWED 1 eA ORD�No, DESw�IPnDN Mo l By TIWARIR aL 1:3d pm, Jun i1, 2025 J �_ mom — RA,LF - - — - — ,.' / /� I- DIIIII,,, n. II(I ::: haLff 1~�I �•I / / IH35W OLOBAL LOGISTICS J 2 BLOCK INSTALL SANITARY MANHOLE wl \ _ // OT// IS I SEON EX IS WER MAIN III REF M_4]]S / 1 Fk-\ / = IH35W GLOBAL LOGISTICS \ / / / _ / - LOT1 BLOCK PORTION OF EXISTING UTILITY EASEOONEO EWER sMERY PLAT 11+ I TO BE REMOVED LINE — — — —N—` — I > / UU DING 2 JIIR , . r END IAE6'�FLUG POND /,[•kl //as \ \ /Y PORTION OF EXISTING FUTURE DEVELOPMENT/ ......................."j I—L'i-SANDAR UTILITYEASEM Iionoerc•MM„9TO BE ABANDONED —AMA S /`EINSTALL SANITARY MANHOLE ` BY PLAT /''Y MANHOLE I INSTALL SANITARY MANHOLEy,�� NSTALL SANITARY MANHDLE � END WATE T1, PROPOSE02'• / /1rts,`••.•Ex9�;;•��- or Esor "or.xe oww4xoeax n ��IIIIJIIIIIII�dIIIIIIIJIIIIIN�� RUECANDDOMEGTIGAND — q'o'A—T�axw� PROVIDE ifi"PLUG FOR IRRIGATION METERS / B ED E Nr CONSTRUCTION NOTES \ / INSTALL SANITARY MANHOLE REF M 45TSEWER MAIN \ INSTALL SANITARY MANHOLE 6; BANTAI D WNR L"I�'K ERNS n \ 21NST 10 cOFIR EHYDRANT 15. LI ifi PCCP WATER _ I R �\ 1 COVE LINE---/ INE REF XU9D45 = — � ,1 — -pW plNEgpD• r \\ 16°PVCC SS z�08L1 I ISOLATI )N VALVE LOCA—IONS NUMBER TYPE NORTHING EASTING � 1 12" GATE VALVE 6898655 3T 2332150 65 /1\ _ 2 _ C GATE VALVE 6898644.15 233185J.2J 3 --f�0 GATEVALVE689865022 233165306� "GA8 TEVALVE -689864944 233146237 5 12"GATE VALVE 6898654.45 233148T.38 6 6" GATE VALVE '1852' 79 233213613 T E" GATE VALVE 689832T.T9 233213T.05 B 6"GATE VALVE B898039.79 2332138.39 9 16" GATE VALVE AND VAULT G897751.19 2332151.74 1D 16" GATE VALVE AND VAULT 6897161.41 2331144.44 11 6"GATE VALVE E89TT541T 233202016 13 6"DATE VALVE 6897776.30 2331736.11 13 8"GATE VALVE 589]]80.92 2331657.03 14 16" GATE VALVE AND VAULT 6897778.86 2331601.22 CT�I t4IC-A592W �� 6 ; • I� i e' Du A"ilof c aRRvlct T N I I I� EN 5Ds ZL�SANITAR, 'R'Slr` END WATER LINE AND- _RLwcFNR TURF EVELOPMENRT 8 P - NATER LINE / EASEMENT ASEMEN / IH35W GLOBAL LOGISTICS INSTALLSANITARY LOT 3, BLOCK —HOLE BUILDING \ nI TuN! GB BB PROPOSED2 DOMESTICAME { pyCA ADDS 14 IRRIGATION METERS 11 CIA55NA \ 12NC1�LE IRON AL GSLO luruwmullllu UINIIIII �„D-14 cuss z6D MANHOLE END WATER LINEA ANO WS ��- PROVIDE I6" CAP FOR FUTURE DEVELOPMENT INTERSTATE HIGHWAY 35W zp— NUMBER OF WATER SAMPLING TABLE 1 1 10M LF OF PIPE I2 DEAD END MAIN 13 BRANCHED OFF THE MAIN, LONGER THAN 2.LET SUBTOTAL I TOTAL SAMPLETEGTED(2 CONSECUTIVE PASSING)= I WNTINGMGYaS%) TOTAL ESTIMATED COST FOR WATER SAMPLING GIEVEACH (MINIMU M 4 WATER SAMPLE TESTINGS) 14 EA $541A EA a I ,p NDCONTRACTOR SHALL 'I'MOT AND ALL DRIVEWAY RADII 6HALL I.1 I - NOTE OFNPROPOSED SRICHi OFOWAAYO EXISTING FENCES AS NOTED TO ONE FEET •�� THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EEACH'DCALDN 2 I � RT WORTH WATER D PT FEUD D ERATONS (B,T) 571 8295 I III u)uulnul(r ul a II (I Ilwlrrll CRT -RTH T&P(W612)`015) eT 6 0D U I1 O BreGRNh ELEpOTR233(BZi3 21s 6414 /'I IIIII I l011111110111111110111111110111111110111111 / ONU N HARTEPHONE (817) 33B-6819 ^T6,]1 D39-6272 EXT 3353 nu ORERNM IS HORIZONTAL & VERTICAL CONTROL 1^ 1 E CONTROL POINT X1 CONTROL POINT 12 CONTROL POINT #3 SET 'X' EET%' GET 'x' N: 66990]3.22 N. 6898392.72 N. 6898667.14 E. 2332195.25 E: 2332194.63 E. 2332512.66 ELEV. 692.01 ELEV. 696.27 ELEV: 691 50 1 S'PVC AWWA6900 DR-18RE AN CO N EX 15" SANITARY SEWER LINE - RE, M_ EX 16"WATER LINE REF %-265]9 BEGIN PROPOSED WATM LINEA' REFERENCECITY ANALYSIS BY GATCAPACITY 2020(UPDATE PROPOSED LEGEND NOVEMBB BY HALFE)DA^TEED MARCD SEAER CAPACITY 2020 ANALYS PROPOSED WATER LINE ♦ PROPOSED FIRE HYDRANT ® WATER METER T WATRVALVE E tmi AT R FEE VVJJ PROPOBEDWASTEWATER LINE PROPOSED WASTEWATER MANHDLE A IO N VALVE O LOCATION LOCATION (SEE TABLE) 0 cwarvlc srwl[-t-,w O WASTER SAMPLING ION(SEE TABLE( IPRC ;{' T4-0093 X-26214 CITY PROJECT /'105060 MAP500 NO. 119F FlD / JO1)h02004J1-105060-EO]665 WWS-20211.1 (SEN£RJ ,-23-0001J (WATER) CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION IH-35W GLOBAL LOGISTICS PHASE 2 WATER AND WASTEWATER PLANS PROJECT LAYOUT DESIGNDRAWN. iI I6C.-IALE '1VIUI DATE. J1/TCi'�I 2R1s OFT22 Y& F U d 6-7333 WATER LINE \ 1 i2':IB TE VALv \ 1-6"GATEV`OVH \\ E2.14234 STAw4�- RLINEB STIC SERVICE NNECTIONPER GETAIL112 6+6333WATERLINEEFERTOBELOCATCWITHIN INSTIGREMWAEPDI EMENT)1 SERVICE LINEENB S GAP 12" WATER LINN 74SERVICE LINE 49 23 t4924J3�12" WATER LINE "B"I - T STA 6+5333 WATER LINED Q1 1-2" IRRIGATION SERVICE CONNECTION PER DETAIL 112 ((MMETER TO BE LOCATED WITHIN - MENO 8 LF 2" SERVICE LINE END AND PLUG 2" SERVICE LINE FUTURE E 233B50234\ PRNATE PRIVATE 2"ABOVEGROUND - WATER LINE (. RPZ `ACKFLow PREVENT OR (TO BE LOCATED OUTSIDE EASEMENT) (RPZA) PLUG B"WATER LINE PMENT N 699664444 DEVELo OR /1 CHCKVALVE BACKFLOW \ 1TER&VAULT 715 A 710 705 700 MR 690 665 680 CAUTONIII EXISTING UTLITES IN THE AREA. U711 TES > LOCATON SHOWN ARE SCHEMATIC IN NATURE VOL 953300 , PG 19 (ITEM 10) AND MAY NOT ACCURATELY REFLECT SIZE, CATON E% ISOLATION VALVE THERCONJTRAACTOR HHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTON. STORMWATER a UTILITY EASEMENT TOURS PRIOR FTO CONSTRUCTION ETED UTILITIESAN THISTAREA. - (1-800-DIG-TESS) OPRTOT ITEM1EX) IX WATER LINE REF1%-09045 PTSTA I.28 38 WATER LINE , ..R2332DST29 IX DRAINAGE IHANNEL PR ' M P PTSTA 2•B838W WATER - E / T PTSTA 1+4836 WATERLINEB- EX 115"SANITARY SEWER LINEr , M m.sewc sca.e-pax r STA 5.02 63 WATER LINE B 1-12'"AlT A EE Be655 12• E IJTL/�F/22 2° we PLUG 12"WATERLINE I FOR FUTURE DEVELOPMENT E 223331165308 N 6NNIX 01 p=050° I1I E 2331-BID - II CAUTIONIII — �1 PT STA 2•]203 WATER LIM" E2332.73B NDSTORM CRORDPOSEDWATSSING I, 0.1 E% 1B WATER LINE \ z E z331ee3 sa I 20N�SEEyST�EEy1GE)1/06) LEGEND I ICY / c TO�REMAIN 1 b- n EXISTING SANITARY SEWER _ _ W EXISTING WATERLINE — — — — /III�., — - - — PROPERTY LINE PTSTA 1+8636 WATER='"' - `! LRESTORMI _ EASEMENT LINE R LINE B WASTEWATER MANHOLE REVISIONS No A 6E.R11- IATE 1 A C NGEOF.EF Not N Ml.n, 2 A 3 A eEE _haLff re'aienRA�4GGz P.C� u F U E 293188]93 / • T %CULVERT $, 2+9844 WATER LINE cU I ;J *FH FIRE HYDRANT O 1-t2"%e"TEE STA 1.6838 WATE LINEBS. -- / 00 RLINEB 7 N 2 t -6" GATE WATERALINE '�� PT N fi69965556] - / LT PISTA 'INS RTION POINT Wm LIGHT POLEER U 1-STANDARD FIRE E233198]30 J P01-16'k12"CUT-IN TEE W/ d. PT STA �.WATER LINEB D All- 1-12' GATEOVALVE WATER LINE(SEESHEEF11R615- d N 2331-22 p=050° N669665539 I } T WATER VALVE E 233165]22 N ee9B65499 E 233215565 11 E 233204729 gEl WATER TEE " SMISSION lyl GATE VALVE&VAULT PER X-26519 �S y� Ltd axmis oacwEx.was �p`o Ito 16" WATER LINE "A" NET I II RRADNS DF CURVATURE/JOINT DEFLECTION -MIN ADNSDF CURVE ANDMAX OEFL'CLEF NANGLEOF �*�4eal+u„mi•% �q_'.'...i on.�..•..vyi M WATER LINEB STA-050.OD-7+50.00 PIPE JOINTS WILL BE RESTRICTED TO W% MANUFAciORER•S RECOMMErvw.TONAFTER-11-1 It �f oaf wor TMl: .-OLE„T."E o tt1s�i:,�Exs�..�,= N SCALE 1" = 40' HORZ. THEUSEOF HORIZONTALORVERTICALBEND9 WILL BE REQUIRED NO BENDING OF PIPE ISALLOWED d 1"=4'VERT. 2 RESTRAINED JOINTS-ALLVERTICALAND HORIZONTAL 715 FITTINGS ANDVALVES SHALL BE DESIGNCWON `22.2 E"oxEEl,x•Hx".r,+,: ��iiY■(■Y W ftl■l�■I■■ ■■M■■■�■■■�■■■■■�■�■■■�■■■��■�� MEMO ■ _/��i/.�I ■ MEN■■ NIEMEN a_3 ■■�■ I►'i ■■■ ■ no air,", ■■■■� :mew !!��■■ ■■■iiIIII ifilii�■■�■�■■■■�■■■■0R_WA■■G!% RAW !_ ■■■ MEN _ �■ ■■■■m■■■ I 00■1000 ■ ■■■ MalMM ■■ ■■■ ■■■■�■■■ ■■■■m■■■ ■■■M■■■M■■■ ■■■�■■■�■■■ ■■■�■■■�■■■�■■■ ■■■�■■■�■■■�■■■ ■■■�■■■� ■■■mm{�'i`L'MEN ■■■■MNON ■11101 l■■=■■■MMl■■■MM■■■ ■■■MMl■■■MMl■ ■■■■■■■■�■■■�■■■�■■■�\■■m■■■m■■■m■■■ ■■■■ ■■■■M■14mm 1■■■��■ Ri l■ ■■l[M�■■■F��■■■■■FlW111■G�■■■�■■■�■■■F31 lFl��■� 1�a��a�� ■■F ��fi��amom ■■■[��■■■ rF�■■■�Ri IBNEDJGINTS IN ADDITION TO CONCRETE CKING ANCHOR TEE` OR ANCHOR CONSTRUCTION NOTES COUPLINGS SHOULD BE USED TO SECUREALL BRANCH VALVES TO FITTINGS TABLE S2 INCLUDES NO O Z E MIN LENGTHS OF PIPE TO BE RESTRAINED FOR 6" N D12"PVCWATER AND 3 MAINS EWA ERSTUDYNO WSS-202_2 AND WAs NO NO ALL DRIVEWAY RADII SHALL BE NO %IRTING FENCER Al NOTED lO ONE FEET LL OFNPROPOSED RIGHT OF WAY. F TH CONTRACTORSHALL LDCONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO FFORT ORT WE H WATER D(6 ])FIELD OPERATIONS (817) 571-8296 ENERGYTPW100 ATNOR (817) 2i6-4366 812TEO 215-6214 GAS & ELOCO TXNUOR )R)IC CBARTIERE COMNM ((S117)3509682]2 E%T 3363 ALL GTHEre F CUFFIES HORIZONTAL & VERTICAL CONTROL CONTROL POINT N1 CONTROL POINT #2 CONTROL POINT $3 BE 'X' SET 'X' SET 'X' N. 6699073.22 N. 6898392 72 N. 6896667.14 E. 2332195.25 E. 2332194.63 E. 2332512.66 ELEV. 69201 ELEV 596 27 ELEV. 69T 50 IPRC / 24-0093 X-28214 "' PRO✓EO];/105060 MAPSCO NO 119E N FIO ,¢ 30114-0200431-105060-EOZ685 w WWS-2020-1091 (SEH£R) IYU,?-23-0901J (WAi£R) t CITY OF FORT WORTH, TEXAS d TRANSPORTATION AND PUBLIC WORKS U TRANSPORTATION PROGRAMMING lu) & CAPITAL PROJECTS DIVISION 3 O IH-35W GLOBAL LOGISTICS -.1 c-90 PHASE 2 J WATER LINE 'B' a¢0 WATER AND WASTEWATER PLANS Do PLAN & PROFILE Ln REVIEWED I STA. 0+00 - STA. 8+61 17 By TIWARIR at 1:34 pm, Jun 11, 2025 DESIGNED: T I SCALE. I DATE. I SHEET 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 .0+50 DRAWN: .1,I AS S - , 12-2- 7R1 OF 22 IL PLUG 12" WATER LINE FOR FUTURE DEVELOPMENT E 233188645 �nll I' RNATE,O•GATE VALVE ( PRNATFlDDDUBLED CTDR, I /CHECK VALVE BACKFLOW L'� NTOR B VAULT INSTALLCLFANING — POLY PIG REMOVAL POINT END 8 GIP ifi" WATER LINE E 23315921] FUTUREPRNATE WATER LINE FUTUREPRNATE -WASTEWATER LINE LINETO BE REMOVED WW ... STA 5.40 ]2 WATER IT IEE _1- 11 GATEVALVE IN VAULT /5VC NORTH IS LF 16'PPVC WEST — — — N669]]]855- I— N STA 1-3122 WATER LINEC 60' S SATE PRIVATE 30"RCP \ W E-6''WATERALINE O VpSSTN NDARD�BIRE O 4 (SEESHEET, 1 D120)1 8 H( 11 FUTURE E 2DD2.2.1� 16" WjT =R LINE •�Ax` I �` PRIVATE FIRE LINE 3 i E PRIVATE B" DOUBLE DETECTOR STA. M1582 WATE PREVENTOR&VAULT OW RLINEC \%9, (UCDA) 1-66GATE VALVE II \ O II 6 LF 6•' WATER LINE APPROXIMATE LOCATION OFJ \ m misewc sca.e-1 ax FOR FUTURE LINE 1-STAND4RDFIRE CRWVLEY MINERAL iH WELL ANUWAS A kP�'BATq(2F� EVENING FOR FUTURE DEVELOPMENT HYDRANT ASSEMBLY BOB NO W0629MM \ IIICAUTIONIII (HYDRANT TO BE OPRTCT (ITEM 1000) \ PROPOSED (TO BE LOCATED OUTSIDE R O WITHIN E45EMENT) EASEMENT CROSSING (RPZAI L — SEE SHEET 11 D120) \ 1 E z �9];3806 16" WATER LINE 'C"}T ^LY r rID LI IE ____ _-- _ ER LINE C= —2+94--_ 1 STA S,4884 WATER LINE •�^x^____ T— _-- �� INOTHRu6sTBE — — — _Y�b\7— — — — — — — ` } OGKING LL tti 2-16" GATE VALVES IN VAULTS J iIICAUT��Ip ^ N669]]621: L STA 4+9486 WATER LINE C I E 233215169 PROPOSEDWATER FUTURE WASTEWATER _ t-e'gS TEE cATEVALVE 7 SO LF 12' PVC aosslrvcM \ --- E SE l L Tarvr B — — — MANHOLE J Tr B BBt D) 'EWATER E2331.7.5 FRONTAGE ROADEASEMENT --- — STA G.19%MTERLINEG— STq 0�14-6 WATER LINE11 r — INST NO D2230811480 P R T C T— 1-3"DOMESTIC SERVICE��NIRRIGATION SERVICE ) SANITARY SEWER FAs CONNECTION PER DETAIL,tz NECTION PER DETAIL i12 15"WASTEWATER LINE "A" iNSTNOD223081148+oPRTCT: (METERTOBELOCATEDWITHIN FMETEENTVELOCATED WITHIN SE NE INS NO O 2D E EASEMENT _ _ _ —` END AND PLUG 2"SE 23.131IN �t Eti 3NDPLUG 2LISERVICE LINE SERVICE LINE tl STORMDRAINAGE E Nfi89776]9 82 PRTOT 1 4 r I-m WATER LINE C STA.-0+50.00 - 6HO0.00 SCALE 1"= 4d HORZ 720 1' =4' VERT III ]15 A \ 710 OS v.� W.« ]rn�r w m J FINISI TEN^RADE— EXIST NO 3RA E IL.GBEP o,-EIIANUCD„ r.TE1TD 1- +�1593TD PRpENSITYV ,:T( DCITY 11 3)EFTRRTXAATE i ITbF CONS T IUX - AID J a. ✓r37 SE RCFlOSSING 18'PVC�O•tYo I I 436 LF 61 vc AWWG ,(-16�A552CC d e 1-50 1R00 0+506 01 ]20 Em of 1:34 pm, Jun 11, 2025 LEGEND Wb_ ♦FH x 1XI EXISTING UTILI HOWNES E THE AREA. UTLITU ANDTMAYSNOTNACCURATEL M RERECT SIZE. HDRIZDNTAL. AND/OR VERTCAL LOCAT- LOCATION THE CONTRACTOR SHALL VERIFY THE EXACT PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTLITE6 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-800-DIG-TESS) i REVISIONS No 'A'DESDRI L. IATE 1 Q H4 C NGE-0 Not M1&xox5 2 Q 3 p eEB haLff re'aierl��a�iz t /= P��TI/� axmis mcwEx,was /II1sc ,cEN�4��`,-� ra.E7a�xEExx�.ix..v�: CONSTRUCTION NOTES "'I SHALL NOTE SHALL BE 15' AND ALL GRIVEWAY RADII SHALL BE NOTE OFNPROPOSED RIGHT OF WAY. EXISTING FENCES AS NOTED TO ONE FEET TH CONTRACTOR ATHLOCATION SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO OWASTWWATER O(9]F18PORATIONS (817) 371-8296 WORTH & 1)87-1O r (e1])z1501]21')"Tl TXNU OENERGSR& EL OOR O 2335-6214 SBC TELEPHONE (817) 33B 6819 CHARTER CDMM ¶81]) 5D9 2 EXT 3363 ALL OTHER F HORIZONTAL & VERTICAL CONTROL CONTROL POINT III CONTROL PDINT #2 CONTROL POINT $3 SET '%' SET '%' SET '%' N6898667.14 E. 26899D73.22 . E.332195.25 E2194.60 23325126 ELEV. 69201 ELEV 59627 ELEV. 69T 50 IPRC / 24-0093 CITY PROJECT ji.5OSO 30114-0200431-10 WWS-2G20-1091 (SEB£R) WUR-23-0001J (WAI£R) CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION IH-35W GLOBAL LOGISTICS PHASE 2 WATER LINE 'C' WATER AND WASTEWATER PLANS PLAN & PROFILE STA. 0+00 - STA. 5+54 DNA(.: 1rrr BR1 OF (SCALE• r/J\I DATE. r D/,_,-ISHEET22 f S69EET/r.• ' - wsTAusANDARrMAN ONE%SEWER MAINH I I -/ REF X-ID10/605 / ' N➢. � i / / B� � 0�/ Off' MI / / / IX 12"SEWER MAIN TO BE I / REMOVED SEE X-111 _ BUILDING 2 ,_ ,- �""i _` ,-_ ..., ., ._ 1uC-,__ .", ry _ _,➢Z� \�lRs4Nc 6& �P w�' ��_, %F MAIN E REMOVED � = EEX P5 rice_ I / R N r INSTALL SANITARYMANHGLE x I!�ILI INSTALL SANITARY MANHOLE INSTALL SANITARY MANHOLE ONIX 15"SEWER MAIN 1 qa�„ I INSTALL SANITARY MANHOLE / e INSTALL SANITARY MANHOLE 1e 66g l NE' EX '47NITARY GEVrER LINE. REF / SHEET 18R1 wEsTALLAN'iTARRYM GS TXX-1.05 Ctk � ,JABIt�cItHBEHV t BDd' REVISIONS o. p DLscRlPnorvDATE c oe..Em I sneaozs a p Eml haLff LEGEND: — EXISTING WASTEWATER LINE ,a EXISTINGWATERLINE PROPE PASEMENY LINE WASTEVtl1TER MANHOLE OWV WATER_IF *EH FIRE HYDRANT Of F U GO ®WM WA R LIGHT POLEER N vWv—EWATER LINE O ,s mR WATERLINE a T —ER VALVE II{ WATER TEE w NOTES A,,I �ts�. °C;;•�- or Esor wor.xe owwuxoeax Fl,Eni,xE N 1 ALL WASTEWATER MAIN MANHOLES IASPHALT _ PAVEMENT UNPAVEDSURFACE, OR OTHER ALLEYS UNIMPROVEDBEARING AREAS, SHALL w ogaEernNs� m FlxMr�,x HAVE A CONCRETE COLLAR TO SECURE MANHOLE O FRAME DOM69B1 CONSTRUCTION NOTES `^ 2 CONTRACTOR TO FIELD VERIFY ALL EXISTING NOTE CONTRACTOR SHALL PROTECT Z WASTEWATER ELEVATIONS PRIOR TO CONSTRUCTION RETAINING WALLS AND STRUETURES UNLESS DTHERYASE NOTED AND NOTIFY ENGINEER OFANYDISCREPANOIES NOTE' S'LL DNTLEE HADIOHESH ELrvBE15 AND ALL DRIVEWAY RADII SHALL BE C] NOTE OCOTRACTORFNPROPOSEDSRHALL IGHT OF WAY. EXISTING FENCES AS NOTED TO ONE FEET Ir_ THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO CAUTIONIII EXISTING UTILITIES IN THE AREA. UTILITIES EXCAVATING AT EACH LOCAHDN LOCATION SHOWN ARE SCHEMATIC IN NATURE ATRT t-e0o-e]a-a]tt AND MAY NOT ACCURATELY REFLECT SIZE, HORIZIXJTAL, AND OR VERTICAL LOCATION. THE CONTRACTOR HALL VERIFY THE EXACT FORT WORTH WXTER D(ei])FI net PERALONG FORT WORTI T&P gTMGs ErvERCY (et /) 2t5-a388 LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 ONNUOR GAS & ELECTRIC (BZ])215-6214 HOURS PRIOR TO CONSTRUCTION IN THIS AREA (1-BE DIG-TESS) �- - - eBgRTELLEPHON^E (817 35B-68819 TR ALL OTHER ¶8I IES ; O _ 83 REVIEWED x TIWARIR .1 1:35 pm, Jun 11, 2025 J HORIZONTAL &VERTICAL CONTROL CONTROL POINT XI CONTROL POINT 12 CONTROL POINT #3 SET Y SET 'X' SET 'X' N: 589903.22 N. 6898392.72 N. 689B667.14 IPRC # T4-0093 X-T8214 CITY PROJECT /'105060 MAP500 w 119F 04 AID / JO-0200431-105060-EO]695 ELL WWS-2020-1091 (SEWER) � WVR-23-0001J (WA]£R) t CITY OF FORT WORTH, TEXAS d TRANSPORTATION AND PUBLIC WORKS U TRANSPORTATION PROGRAMMING (j & CAPITAL PROJECTS DIVISION O IH-35W GLOBAL LOGISTICS PHASE 2 Q m WATER AND WASTEWATER PLANS 0 (7 OVERALL WASTEWATER PLAN DO DESIGNDRAWNED.,, ISC.-1 '1VIVI DATE. /J1/iHi', I15Ri6 OFT22 LL ( 1 wnarEWATERA 1 I, 1 1 a3.as za = 1 0-GO GO I STA TRUCT6wNBTEWATERt WNSTRUCT STD 4'DIA INSTN 22S)B1CONNELTOREABEMENT- CONSTRUCTSTD l 11 \ ` FIR QWADRREN EPoxvW1 \` D0.� \ WI WARREN EPO%Y LINER INST NO 2230311480 P R T C T ' AND HYO ULIC SLIDE H AND HYDRHULIO SILT I ER NO P. P.8-=6A \1(INR FEWER LINE \ INSS4NTT NOZRY�2EWER EASRE—ETTT^--FIMSLEV REF IX-t D6os7 EWER 1 ON fi-6 (IN,WI \\ STA 33.8964 WASTEW55 TER FL 15'IN=8928B I51 1 \ PROPOSED i6" WATER LINE I \ \ RIME \ IN.SW1 _ — — CONSTRUCT STD 4 DW MANHOLE DR E 233 5996569258 (NI 11 , W, S LEV -70121 IN co 5' �06] 76 \ WI WARREN EPDXY LINER LI — , 1 l j AND HYDRADLICBUDE IL / DO III FIE 15"DUTESD S69(S) —y— —�-- y(n PROPOSED9(N BYWATER FLAT EASEMENT 1� / $ 1 O BY PLAT T-----E 3, 615 ]4----.---(-------�--- �O 8"WASTEWATER� 34.0 / ° 6.9D DD B Dl11 ` + 90 5 W S '} INE / WN WWI 5' WAST N^TER LINEil� 1 WA .. TAN M � a 15' Pvc snNlTARr sE R I $' NVC SDR-26 / 15" PVC SDR-N REFER SHEET14 � REFER EWASa WASTEWATER _LINE "A-2" WASTEWATER LANE �"TA 3•3003WM1 °IAMANHOLE I g MELC) ALB"OUT=fi9623 (EI ` i / / F SANITARY SEWER 1 FEFi(%-10W51 ! a WASTEWATER A STA. 32+00.00 - 39+25.00 SCALE 1"= 40' HORZ "=4'VERT Z IIIIIIImff —$ ♦I.e-I bo e LEGEND — — — — — — EXISTING WASTEWATER LINE Ex 1s w EXISTING WATER LINE — — PROPERTY LINE EASEMENT LINE PROPOSED WATER LINE • PROPOSED FIRE HVOWWT U' FIRE OEPARTMENTCONNE.TN)N e WATER METER T WATER VALVE WW PROPOSED WASTEWATER LINE • PROPOSEDWASTEWATERMANHOLE f REVIEWED 1 l By TRYARIR at 1:35 pm, Jun 11, 2015 f 7201 4 720 715 I r—tr 715 710 _�-� =EIS<p�<p 710 —#—#—# �. I I F- 7. — W 705 — PROPOSE D—CE� EX�`IN, GRADE\W- -44--_t+ . 700� 1 1 1 1 700 O FILL TO BE PLACEN AI D COMPAI RED T, * -- — -� J O,� RTH/�E `IFICATI a)Cl)III BEFnlI WA ERLIJE �NSTR iTION� D 695 I 15• I I I I I I I I I I I I I F 695 I} t WASTEWATER -- — — I �_ LI B -- 690 690 L _ �4+4. -- W --�--- — -- _T. _ W 15 W RE : LI IE 3X 0.38Y _ L E%='S MGBI 2 r PVCPI fE- V�w,u_321 P 324 -PS� I— _ I,'IF l:"I� DFa26 08 Q P I 685 685 �§ o —#— ERA - a— n e T m m c EE N J� 680 ILL B LL LL LL LL LL LL LL LL�� d dl dl E. 32+06 32+50 33+00 33+50 34+00 „4+50 35+00 35+50 .,6+00 .,6+50 37+00 „7r 0 .,8+0„ 38+50 „9+W WASTEWATER A-2 STA. -0+50.00-1+00.00 SCALE 1" = 40' HO RZ 720 1"= 4' VERT. 720 I II II I II I I I I I I I I 715 715 ryQ '�— rq�s I}II 710 1 ttDDf 710 o' o > o 705 705 700 1 1700 I E ISi NGGR -F 1T0\`P ACED A 10 W' 'IPA :TED P EOCTO i O:NSITY 695 EI CIF' 695 S �10BEI TIGN 33 D�tTo oe of W„ UN9TR IC110N. 690 @o,o%AnR. R-M 690 {G M=0 Ivy=z;9F� L v CED-2v 685 0 w 685 68D I, d dl 1 680 -0+50 0+00 ' 0+50 1+00 REVISIONS ND p DEMIRI°N DATE t p H c NCEo6DER NDI vlanszs 2 p 3 p eEE haLff re'aieri�a�iz I ;-' 't ..`4 CONSTRUCTION NOTES NOTE CONTRACTOR SEALL PROTECT ALL 1-TING 11. FENIE1. NOTE. ALL STREET RADII ITALL BE I U`F,`NG`I`A`LL`RR" T'�'A'WCAG' STALL El 5' UNLESS OTHERWISE NOTED. NOTE OCOTRACTOR SHALL FN NPROPOSED RIGHT OF WAY. EXISTING FENCES AS NOTED TO ONE FEET TH CON TRACTOR ATH SHALL ALOCANTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO T WWATER & °(9,])Fa8316°6 TION OPERATIONS (617) 371-826 WORTH WTs7FORRY (E2 NG.RGAS& ELECTRIC (817) 215-6214 %OO SBC PHONE 817 -819 CHAPTER COMM.(¶811])3509662]2 EXT 3363 L -ER F HORIZONTAL & VERTICAL CONTROL CONTROL POINT 11 CDNTROL POINT #2 CONTROL POINT 13 SET 'X' SET 'X' SET 'X' N6898667.14 E. 26899D73.22 E.332195.25 E 22194623325126 ELEV. 601 ELEV 596 27 ELEV. 691 50 —1 / T4-0093 X-T8214 "' PROJECT ;/105060 MAPSCO NO 119E N FIO ,¢ 30114-0200431-105060-EO]685 ll.l WWS-2020-109I (SEB£R) IYU,?-23-0001J (WAi£R) t CITY OF FORT WORTH, TEXAS d TRANSPORTATION AND PUBLIC WORKS U TRANSPORTATION PROGRAMMING lu) & CAPITAL PROJECTS DIVISION 5 O IH-35W GLOBAL LOGISTICS -.1 PHASE 2 Q WASTEWATER'A' & WASTEWATER'A-2' 00 WATER AND WASTEWATER PLANS OJ PLAN& PROFILE WASTEWATER A&WASTEWATER A-2 Ln BEGIN STA. - STA. 39+00 & STA 0+00 - STA. 0+32 L? DESDRAI ED:�// ICCALE "] DATE. _/_ /,_,_ I16R10F T22 no w W. c Lu co ,I O ,I + ,1\ M Q N w Z�J c U w— r M F >— A, o SOCIRCUV.TOR CONNECTOR EASEMENT INST NO D223D81148DPRTCT WAGE EASEMENT I , INESTORM TNO 032308,1480 P RTC T 25•SANITARYSEwER EASEMENT INST NO D2230El 1480 P R T CT —S ELECTRIC \ SE"ICECOMPn EASEMENT V OL C 93, PG 296 D R T �Te DeknPIIMN I sin o2Oo6ovwYn�a —TER CONSTRUCT STO A= WARREN EPDX"LEY LINER A HYDRAULIC SLIDE RIME70750 \ \ DNS) FL8"=.45S(IN,WI FL 15"-EGA (OUT, N) 6B9E837 33 E233161596 I ------ — — — — —N -- — — — — — — — — — PR COP MPOANV \ VOL — EPHONE PAS LMC('ATION OF 4WB, PG 662 D R T CT II I�CANTIONIII / '� - ) NN� IN THIS AFEgLECTRIC r _ _!� PVC 'DR -26 1( 02 \ \ WASTEWATER3" LINE "A - CAB A, PG 5• UTILITY EASEMENT 5053 15" VC S SG,07 GE �, I D -26 ONSTRUC\ l�V TER LINE "A" ASTEWA` rI 1 WASTEWATER A STa 3R+75.00 - 45+25 DO SCALE 1" = 40' HORZ. 1"=4' VERT. Z cue-L'�o e LEGEND TA "72 35 WASTEWATER A F�N ONSTRUCT STD - — — — — - EXISTING WASTEWATER LINE DwMANHOLE wiEXlsnNc WATER uNE RREN EPDXY LINER RAULICSLIDE TY INAM 5 LEV =708 at NT LINE IN = 68544 (w1 - — — — — - FL15•'OUT=65534 (NI \ — R PROPOSED WATER LINE JE2I3381601 ' PROPOSED FIRE HYDRANT 1---_-\ I FIRE DEPARTMENTCONNECTION WATER METER ( - - T WATER VALVE MATCH LINE STA. II I II l IIII I EXGYERHIADIN rj.. %, . CTRIC SEXERVICE\O\PANY. Q Q 6 f 0 _ D a p 1 (l:emerlln Decnpaon) RE1. P. -I IX-INGG_ I I I I I I I I I I I I I I I I I y�II III}I' III I I I I I I I I I I I I ItI I I I I I I ItI I I I I III I1jIj1 ItI IIt I I ItI tII 11I I t FqA F I E 130 II II I II II =2s1 ---{--------1-=3241FP�— I I II =924 PS I --}-�— I II = n- d I 0zl S ffime 19a5o 403bd 40a5( 4400, 445o 42+N 42.0 43+�O 43Ab 4+oo 4450 J J - H34 WATER TEE I+00 - SEE SHEET 18R1 — PRDPOSEDWA6TEWwTERLINE PROPOSED WASTEWATER MANHOLE CAUTIONIII EXISTING UTILITIES IN THE AREA UTILITIES LOCATION SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE. HORIZONTAL, A11I VERTICAL LOCATION THE CONTRACTOR SHALL V 1 THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTOR. CONTACT AFFECTED UTLIT6 AT LEAST 4R HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-600-DIG-lE58) WASTEWATER A-3 NOTES MAIN MANHOLES STA-0+50.00-0+75.00 W1iHINA HALT PAVEMENT UNPAVED SCALE 1" = 40' HORZ. ALLEYSLUNIMPROVEDSURFACE, OR 720 720 1"=4'VERT. 72D OTHER ono"ARWC AREAS SHALL HAVE A CONCREFE COLLAR TO SECURE ( , MANHOLE FRAME DCM 6981 _ Q O FIELD VERIFY ALL EXISTING WASTEWATER ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 715 715 ~� _ 715 � H 710 710 <a�OC3zYoa3 710 OD N"GI W =I� w— w 705 705 7D5 _L w w P PCSEDGR�iE w— T- 700 700 I 700 O I HE r F695 695 — - 695 w PVC T ERG 690 690 D } 6 V 5`I(I 5 zoz Fvs l 6R5 685 685 ee D 680 68 o 50 D+�o� �- a o7kEV1E By T/W REVISIONS NO p .ERGRIln + p c Noeo6oeR No+ H a,.Dll 2 p 3 p :EE haLff re'PEeFI�o�z + L) K a tp W /= P��1�711/7/!P ax.ws oacwEx.was /// a.E�a'"xEE x"ra".ram°WwruE..."E o 111 N 4 CONSTRUCTION NOTES D d RE -I.. WALLE AND O R5NOTE. AUSTREET ESS RADIIOTHESHALL BE 15' AND U.I.AL��""W" RAO' "ALL DE D. o NOTE CONTRACTOR SHALL RIGHT RELOCATE WqY. EXISTING FENCES AS NOTED TO ONE FEET OF THE CON RTION AT AOR SHALL ALDCANTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCE'R RON EMT TRO(91F4E;OPERATIONS ION6 (e17) 871 -8296 FORT W ) 97°9 GGAS.E6,7 R CR20T3261- %OO233)" ESO TELEPHONE ()3 CHARTERCOMM. (815)09-6272 EXT 3363 ALL OTHER F HORIZONTAL @ VERTICAL CONTROL CONTROL POINT N1 CONTROL POINT #2 CONTROL POINT $3 SET 'X' SET 'X' SET 'X' N6898667.14 E. 2E.332195.25 E 22194623325126 ELEV. 601 ELEV 596 27 ELEV. 69T 50 IPRC / 1-0093 X-28214 CITY PRO✓ECi;/10506G MAPSCO NO 119E 04 FIO ,¢ 30114-0200431-105060-EO]685 w WWS-2920-1091 (SERER) IYU,?-23-0901J (WAi£R) t CITY OF FORT WORTH, TEXAS d TRANSPORTATION AND PUBLIC WORKS U TRANSPORTATION PROGRAMMING lu) & CAPITAL PROJECTS DIVISION O O IH-35W GLOBAL LOGISTICS J PHASE WASTEWATER'A' & WASTEWATER'A-3' D0 WATER AND WASTEWATER PLANS O PLAN &PROFILE WASTEWATER A & WASTEWATER A-3 Ln STA. 39+00 - STA 45+00 & STA 0+00 - STA. 0+15 t? CCALE DRAIN/• I• DATE. T rllTl _ _ 12 _,_ I17R1 OF 22 720 715 710 EMENT- EX W \ I INBT NO D2230811480PRTCT NO GO i2"SEF X-10WE� REF X-10605 •+ � W\� 2V STORM DRAINAGE EAaEMENT- EX I` INBT NO D2230811480 P R T C T VOL _ 20'SA EIT NT 9532, PGM1900 I \ 25' SANITARY SEWER EASEMENT- o INST NO 32230811480 P R T C T DRTCT 1 O —I— — PROPOSED S SANITARY BEWER— + \\ EASEMENT BY PLAT �\ 15" PVSDR�6 _\ \ \\ v Q — �IAISTIWACT"— — — \ — — —\L- \\ Ian u) \\\ \ f--4—_--_ W tT 46.00-- z \ T�45'W ER LINE J U _.F - W 705 .W� !n W W 700 O LINE TO BE REMOVED \ REFER TO SHEET 15 \ WASTEWATER A STA. 44+75.00 - 49+130,0D SCALE I"=4D'HORZ 1" = 4' VERT. ' S' 11ABT��I F)r �n i aCl�.rn r �— a mr 1 1• � I ffi. � sao I dl LL � LL 45a00 45+5( 46 00 46+50 47+OC 47+50 2--/T0tnWa44oIA W+ RIME"' , 5I )EL 6 \ 1 - [PRPPOSED 16 1 F R LINE EX 4'MANHOLE II STUB AND CONCRETE PLUG —~� Al FOR FUTURE DIPELOPMENT TA 4].9243 Mb1STEWATERA \\ CONSTRUCTSTD 4'DIA LE CONSTRUCT MANHOLE W/ WARRENmop OEPDXY LINER IAMANHOLE LINER _ AND HVDRAULICSLIDE / AND HYDRAULIC REN EPDXY LINER Ii� N EX SANITARY SEWER LINE AND FLEV-70SPS DE / RIM ELEv =TD349 8"PVC 'DR-26 RIM ELEV =70H 96 / F'ME' .]0 (IN, VW JFL1z'IN=6969](s) _ _f` WASTEWATER LINE FL 15°OUT =69667(E) FL BS e1]00(IIOTT �� "BUILDING 3 WIN' 6.fi6. 31 N 689]]490] (OUT, E) — E213113111 �Z c—wWxtc scuc.t �a w BUILDING 3 ST& -0+50.00-1+00.00 SCALE 1,, = 40' WIN HORZ 720 1"=4'VERT I I 1720 I � I � I w 1715 715 720 715 710 J1<r g3--_ J 71D ,I 710 705 705 705 I — I — J L.TO IE PPI.E�' 700�,�� fTjj�7IE(ryL�D 700 7� 6 — - CON. CONST U"EN. ' I 695 I E (sT NG 695 I 690 Vuu =10 W w5 690 690 ` P I sj I � w 1685 685 O z = a�\ J 695 ,i 48�00 48 SC I seo 5�uu�+1��, m�� )+fO 49+00 -0 LEGEND — — — — - EXISTING WASTEWATER LINE [x +s W EXISTING WATER LINE - - PROPERTY LINE - EAGEMENT LINE F —1 PROPOSED WATER LINE REVISIONS ND p 1E6c1I11°N DATE p 2 p 3 p MEN haLff F U � PROPOBED FIRE HYDRANT O 'N FIRE DEPARTMENT CONNECTION N ® WATER METER 7 WATER VALVE a - F34 WATER TEE PROPOSED WASTEWATER LINE • PROPOSED WASTEWATER MANHOLE W P�1t/tl6 aN,.is oa�w,EN., /� / NOTES /ll�'T''• wor TMi:"wo�.WCNw H+E,,.."E ON It1s�.!,ceNs',°� orr roc N 1 ALL WASTEWATER MAIN MANHOLES WITHIN ASPHALT PAVEMENT, UNPAVEDAILLEYS UNIMPROVED SURFACE 0 OTHER LOAD FARING AREAS. SHALL 4 HAVEA CONCRETE COLLAR TO SECURE MANHOLE FRAME DGM a981 CONSTRUCTION NOTES 2 CONTRACTOR TO FIELDVERIFY ALL EXISTING NO Z WASTEWATER ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES NO AND ALL DRIVEWAY RADII SHALL BE NOTE OFNPROPOSEDRIGHT OF WAY. EXISTING FENCES AS NOTED l0 ONE FEET U- TRACTORSHALDCANTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO TH CONTION WORTH w ) 877 FORT"0T&°(9iE1a ooRAn°Ns (e17) en-ez96 OSRMY E(CR2ts0-4361- %U ENERGY OO233 SBC TELEPHONE (817) 338-6819 L AR FOR CD— ¶61]) 5D9-6272 %T 3363 ALL DTHEre F HORIZONTAL & VERTICAL CONTROL CONTROL POINT 11 CONTROL POINT #2 CONTROL POINT $3 BE 'X' SET 'X' SET 'X' N. 6699073.22 N. 689839272 N. 6896667.14 E. 2332195.25 E 2332194.63 E. 2332512.66 ELEV. 69201 ELEV 596 27 ELEV. 69T 50 IPRC / 24-0093 X-2B214 CIiY PRO✓EC];/195069 MAPSCO NO 119E N FIO ,¢ 30114-0200431-195060-EO]685 W WWS-2920-1091 (SEN£R) IYU,?-23-9901J (WAI£R) Q CITY OF FORT WORTH, TEXAS d TRANSPORTATION AND PUBLIC WORKS U TRANSPORTATION PROGRAMMING � & CAPITAL PROJECTS DIVISION Ln IH-35W GLOBAL LOGISTICS J PHASE 2 Q WASTEWATER'A' & BUILDING 3 WW 00 OJ WATER AND WASTEWATER PLANS PLAN &PROFILE WASTEWATER A & BUILDING 3 W W Ln REVIEWED STA 45+00 TO END & STA. 0+00 - STA 0+09 1 By TIWARIR at 1:35 pm, Jun 11, 2025 DEBIGNED:+� SCALE. DATE. SHEET DRAWN: +.r ,+ I A^ r,R\I - ��'�- I1 BR1 of 22 tl FORTWORTH. TRANSPORTATION AND PUBLIC WORKS July 18, 2025 F.A Peinado Construction 15815 Executive Dr Suite 500 Frisco, TX 75033 RE: Acceptance Letter Project Name: IH35W2- Global Logistics Project Type: Water & Sewer City Project No.: 105060 To Whom It May Concern: On July 16, 2025 a final inspection was made on the subject project. There were punch list items identified at that time. The punch list items were completed on July 18, 2025. The final inspection and the corrected punch list items indicate that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on July 18, 2025, which is the date of the punch list completion and will extend of two (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-2237. Sincerely, Ram Tiwari �A,i 1,)(0)',iV.).itl_I, ii Ram Tiwari, Project Manager Cc: Robert Watson, Inspector Donald Watson, Inspection Supervisor Oscar Aguillon, Senior Inspector Andrew Goodman, Program Manager Halff, Consultant Wright Construction, Contractor FA Peinado Construction, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev.8/20/19 C O M P A N Y 600 W Wall Street, Grapevine, TX 76051 07/25/2025 City of Fort Worth CFA Administration 200 Texas St. Fort Worth, TX 76102 RE: 1-35 Global Logistics Ph 2 CFA# City Project # 105060 IPRC# COMPONENTS: (Water, Sewer, Drainage) Utilities The purpose of this letter is to acknowledge that Wright Construction Co., Inc. has been paid in full by Peinado Construction for the public improvements constructed to serve I- 35 Global Logistics Phase 2, at or near I-35W & FM 1187 Fort Worth, TX 76028. As a result, we hereby waive, release and relinquish all rights to assert any claim or demand for lien in connection with this project. Please feel free to contact me with any questions you may have. Sincerely, Ke fin*Littlefield Controller CONSENT OF SURETY TO FINAL PAYMENT Conforms with the American Institute of Architects, AIA Document G707 Bond Na: 46BCSJE7610 OWNER ARCHITECT CONTRACTOR SURETY OTHER TO OWNER: ARCHITECT'S PROJECT NO.: (Name and address) FW 1-35 Logistics 2, LLC 3500 Colgate Avenue, CONTRACT FOR OCP: $1,126,489.86 Dallas, 75225 1,CP: $1127,382.86 PROJECT: CONTRACT BATED: (Maine and address) IH35W Global Phase 2 - City Project No.105C60, I PRC24-0093 - Water and Sewer In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (Insert name and address of Surery) Hartford Accident and indemnity Company One Hartford Plaza, Hartford, CT 06155 ,SURETY, on bond of pnverr name and address ofCammcror) F.A. Pein ado, LLC DBA Peinado Construction 15815 Executive Drive #500, Frisco, TX 75033 ,CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety of any of its obligations to (Inven name and address of Chvner) FW 1-35 Logistics 2, LLC 3500 Colgate Avenue, Dallas, 75225 OWNER, as set forth in said Surety's bond. IN WITNESS WHEREOF, the Surety has hereunto set its hand on this date: July 25, 2025 (Insert in writing the month followed by the numeric date and year) Attest: _w Liam Hackett Hartford Accident and Indemnity Company (Sure (Signature ofauthorized represrJrl�ire) Sean McCauley, Jr. Attan�ev-in-Fact. (Printed name and iiele) S-21341G E 10101 XDP POWER OF ATTORNEY Direct Inquiries, Bond Authenticity and Claims to: THE HARTFORD BOND, T-14 One Hartford Plaza Hartford, Connecticut 06155 Bond. Claims0thehartford.com Call: 888-2663488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: MCCAULEY BOND AGENCY LLC Agency Code: 46-512442 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws ofthe State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws ofthe State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of Indiana having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited Sam Duckett:, Liam Hackett, Sean McCauley Jr., Ashlyn Simchik, Sarah Timmons, Bridget Truxillo, Jarrod Yost of DALLAS, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seat and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. A°'F1AE INS'•, E C] 9 sQ• -tea•"•....••'•e Phyllis A. Clark, Assistant Secret. STATE OF FLORIDA SS. Lake Mary COUNTY OF SEMINOLE . n„r,...VI ,auuuln =q.: tyLpRPOAq,fp :M : _ }":-N�OPPSA41f z b'. IAOIA%k ..*.. SEAL .� i fNl)IAjiP i 4. I I, 4111,'s o�cJl::,�[, v4� ,�IIIIIIfI i, Illstt`} vr�Ill / dry Joelle 11. LaPierre, Assistant Vice President On this 1st day of March, 2024, before me personally came Joelle L, LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. q Mariluz Arco 4 My Commission HH 287363 Expires July 13, 2026 I, the undersigned, Assistant Vice Presidentof the Companies, DO HEREBY CERTIFY that the above and foregoing s a true. and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of July 25, 2025 Signed and sealed in Lake Mary, Florida. Q•. •Qss 14 comp. �i �GURPGR�TF m�� c. 1974 SEAL '• i!N✓)IANP i ,. /1rflAA)IIs1tO i3 s+.Illl,lOtt�`, Keith D. Dozois, Assistant Vice President Rcf-J II,1� 31.2024