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062004-CO1 - Construction-Related - Contract - Shield Engineering, Pulte Homes of Texas, LP, and Circle H Contractors, L.P.
CSC No. 62004-COl L( DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: Parks of Village Creek Offsites Water - Sewer Extensions CHANGE CONTRACT: Unit I: Water Improvements ORDER No: CFA # 24-0073 CITY PARTICIPATION: YES CITY PROJECT # 104841 CITY SECRETARY CONTRACT # 62004 1 FID # 30114-0200431-104841-EO7685 X # X-27769 FILE # X-27769 INSPECTOR: Cristobal Fuentes Phone No: 682-213-0475 PROJECT MANAGER: Khal Jaafari Phone No: 817-392-7872 CONTRACT UNIT CONTRACT DAYS WATER SEWER DRAINAGE PAVING STREET LIGHTS Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost ORIGINAL CONTRACT $1,237,135.89 $190,743,69 $668,766.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 90 EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 CONTRACT TO DATE $1,237,135.89 $190,743.69 1 $668,766.06 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 90 AMOUNT OF PROP. CHANGE ORDER $68,414.67 $ (1.430.00) $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 80 REVISED CONTRACT AMOUNT $1,305,550.56 1 $189,313.69 $668,766.06 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 170 TOTAL REVISED CONTRACT AMOUNT PER UNIT $1,494,864.25 $668,766.06 $0.00 $0.00 $0.00 REVISED COST SHARE Dev. Cost: $1,974,316.62 City Cost: $189,313.69 TOTAL REVISED CONTRACT $2,163,630.31 You are directed to make the following changes in the contract documents: UNIT I: WATER IMPROVEMENTS PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL 24* 241.1100 364,00 SY REMOVE ASPHALT PAVING $0.00 $25.31 $ 9,212.84 $ $ 9,212.84 25* 3212.0303 364.00 SY 3" ASPHALT PVMT TYPE D $0.00 $75.10 $ 27,336.40 $ $ 27,336A0 26* 9999,0000 364.00 SY 3" ASPHALT PVMT TYPE B $0.00 $75.10 $ 27,336.40 $ $ 27,336.40 16 3201.0117 27.00 LF 10' Wide Asphalt Pvmt Repair, Residential $0.00 $63.00 $ 1,701.00 $ $ 1,701.00 2 3311.0541 (16.00) LF 16"Water Pipe $5.00 $151.68 $ (2.346.88) S (80.00) $ (2,426.88) 10 3311.0001 (0,200) TON Ductile Iron Water Fittings w/Restraint $6,750.00 $55812.00 $ (9,812.40) $ (1,350.00) $ (11,162.40) 13 3305.0109 (16)1 LF Trench Safety $0.00 $1.00 $ (16.00) $ $ (16.00) 27* 9999.0000 1.00 1 LS Air Release Valve Pedestal Relocation $0.00 $5643.47 $ 5,643.47 $ $ 5,643,47 28* 9999.0000 1.00 LS Bollards $0.00 $5969.84 $ 5,969.84 $ $ 5,969.84 29* 9999.0000 1.00 LS Mobilization $0.00 $2000.00 $ 2.000.00 $ $ 2.006,00 30* 9999.0000 1.00 LS Survey $0.00 $750.00 $ 750.00 $ $ 750.00 31* 9999.0000 1.00 LS Bonds $0.00 $640.00 $ 640.00 $ S 640,00 TOTAL UNIT I: WATER IMPROVEMENTS $ 68,414.67 $ (1,430.00) $ 66,984.67 Revised: 12-17-2018 LG OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 Docusign Envelope ID: 7635027F-DO93-47A9-B2F1-91 FOBEB07398 REASONS FOR CHANGE ORDER Due to Conflict with existing structures, waterline layout, stationing, and alignment to be revised. RECOMMENDED: APPROVED: APPROVED: (Consulting Engineer) (Developer) (Contractor) By: Shield Engineering Name: By: Pulte Homes of Texas L.P. Name: L :m By: Circle H Contractors L.P. Name: I j��i,.,.S Title: Project Manager Title: 1T'�`'Vresi dent Title: President APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW - Funding Department CFW-Assistant City Manager CFW - Assistant City Attorney B s fv ar 04/23/2026 y T r 04/28/2026 B • Date: 9�f'ti� 04/24/2026 By: MH Name: Suby Varughese P.E. Name: Jesica McEachern Name: Jessika Williams Title: Engineering Manager Title: Assistant City Manager Title: Assistant City Attorney II RECOMMENDED: F^��'t.�..,..e�°N°o �O °e CFW - "Contract Compliance Manager ATTEST $ 04/23/2026 y-�•s. _S� o'E'psase 04/28/2026 By. KNd JeshA RE (Apr 23.2=13:45:49 COT Name: Khal Jaafari P.E. Jannette S. Goodall City Secretary Title: Project Manager CC M&C. Number: 24-0512 cc M&C Date Approved: 6/11/2024 * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. ❑There are NO City Funds associated with this Contract 2There are City Funds associated with this Contract OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORTWORTH. THE CITY OF FORT WORTH, TEXAS CRRENI—W2)SlNSTANDARNON—NE ECTY FORT WORNV IMARCH 2O22) SHALL GOVERN ON THIS PROJECT. PLANS FOR THE CONSTRUCTION OF WATER & SEWER IMPROVEMENTS TO SERVE PARKS OF VILLAGE CREEK WATER & SEWER EXTENSION MATTIE PARKER MAYOR DAVID COOKE CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT CHRISTOPHER P. HARDER, P.E. DIRECTOR, WATER DEPARTMENT S16tC10F IE},J' ���KEVIM ��. �CUIIB ` NXA IPRC RECORD NO. IPRC23-0035 CITY PROJECT NO. 104841 FID NO. 30114-0200431-104841-EO7685 FILE NO. LOCATION MAP N.T.S. MAPSCO NO. 120T CITY COUNCIL DISTRICT OWNED/DEVELOPED BY: PARKS OF VILLAGE CREEK, LLC 311 UNIVERSITY DRIVE, SUITE 101 FORT WORTH, TX 76107 817-377-2900 August 2023 * THE STANDARDSHEETSSPECIFICALLYIDENTIFIED ABOVE HAVE BEEN SELECTED BY ME CR UNDERMY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. PREPARED BY: / 1 SHIELD ENGINEERING GROUP TBPE FIRM OF-11035 - TBLS FIRM 9101631IN 1800 WON tN St—, 5u11. {00. Fat Worth. TX 15102 - $17.610.0888 SI'.eel Number Sheet Tide 1 COVER SHEET 2 GENERAL NOTES 3 GENERAI. NOTES HORI20NTAL CONTROL PLAN Q2 OVERALL WATER PLAN QWATER PLAN WATER PLAN 9 2QB '0 WATER PLAN WATER PLAN WATER PLAN 'k Q WATER PLAN WATER DETAILS WATER DETAILS * '4 WATER DETAILS 15 OVERALL SANITARY SEWER PLAN 16 SANITARY SEWER PLAN * 17 SANITARY SEWER DETAILS * 18 SA NITARY SEWER DETAILS * 19 SANITARY SEWERDETAILS * 20 SANITARY SEWERDETAILS * 21 SANITARY SEWERDETAILS * 22 SANITARY SEWER DETAILS * 23 SANITARY SEWER DETAILS 1T 26 SANITARYSEWEROETAILS 1T 25 SANITARY SEWER DETAILS * 26 SANITARYSEWERDETAILS * 27 SANITARY SEWER DETAILS * 25 SANITARY SEWER DETAILS 29 EROSIM CONTROL PVAI * 30 EROSION CONTROL DETAILS * 31 EROSION CONTROL DETAILS * 32 TRAFFIC CONTROL DETAIL * ]3 TRAFFIC CONTROL DETAIL C,,44,—,Pc- Oct 2, 2023 DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE: PLAN APPROVAL R'EESSSOILL`U/�TION NO. 01-100-220`22-0 Khal Jaatan'7a6t73 T113:5, T) Sep 29, 2023 REVIEWED: PROJECT MANAGER DATE: X-27769 X-27769 CAUTION' NOTES: NOTES: LEGEND REVISIONS EXISTING UTLTES 1. ALL WATER LINES SHALL BE AWWA C900 DR-14 CLASS 200 UNLESS 6. NEW WATER MAINS LOCATED LONGITUDINALLY ALONG A HIGHWAY SHALL PROPERTY LINE THE CONTRACTORS RESPONSIBLE FOR DETAILED OTHERWISE. BE DESIGNED PARALLEL TO AND. OUTSIDE OFTHE RIGHT-OF-WAY IN WATER SNOV#: NO.Q DESCRIPTION DATE IDENTIFYING B LOCATING ALL UNDERGROUND 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE SEPARATE EASEMENT. DCMI I WSS-2021-1466 PROP WATER LINE 1 A IOIW2024 UTILITIES PRIOR TO CONSTRUCTION ALL DRAWINGS WERE DERIVED FROM AVAILABLE RECORDS AND SHALL BE 9. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE INFORMATION SHOWN IN THESE PLANS IS BASED CONSIDERED AS APPROXIMATE. DESIGNED WITH RESTRAINED JOINTS IN ADDNION TO CONCRETE PROP GATE VALVE N 2 A REVISED WATERLINE ALIGNMENT AND STATIONING 3I1012025 ON BEST AVAILABLE REFERENCE DOCUMENTS, 3. CONTRACTOR SHALL HE RESPONSIBLE FOR FIELD VERIFYING EXISTING THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE y 3 2s 412512025 DATA PROVIDED BY UTILITY OWNERS, B UTILITY LOCATIONS AS WELL AS HORIZONTAL AND VERTICAL USED TO SECURE ALL BRANCH VALVES TO FIRINGS. TABLE 5-2 INCLUDES t 4 9MQUIS25 PHYSICAL APPURTENANCES OBSERVED IN THE PLACEMENT. THE MINIMUM LENGTHS OF PIPE TO BE RETRAINED FOR 3-INCH AND PROP FIRE HYDRANT FIELD, THE CONTRACTOR IS RESPONSIBLE FOR 4. CONTRACTOR SHALL IMMEDIATELY CONITACTTHE ENGINEER OF ANY 12-I NCH PVC WATER MAINS. DCM-RB3 REVIEWING AND VERIFYING ALL SUCH DISCREPANCIES. 10. RADIUS OF CURVATUREIJOINT DEFLECTION -MINIMUM RADIUS OF CURVE FIRE HYDRANT COVERAGE - R500' — — — — — — INFORMATION. 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS AND MAXIMUM DEFLECTION ANGLE OF PIPE JOINTS WILL BE RESTRICTED OTHERWISE NOTED TO 50 % OF MANUFACTURER'S RECOMMENDATION, AFTER WHICH THE EXIST WATER LINE 6. ALL PROPOSED WATER LINES MUST BE CONSTRUCTED IN ACCORDANCE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE RECURRED. NO WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY BENDING OF PIPE ALLOWED, DCM-5.6.1 EXIST GATE VALVE SHIELD "��" T XAS DMINIS R REGULATIONSC) CHAPTLICER WATER SYSTEMS 30 r w TEXAS ATS ARE NOTED WITH EOCAL STANDARDS S SUBCHAPTERIN WHEN ENGINEERING GROUP CONFLICTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT EXIST FIRE HYDRANT REQUIREMENT ALWAYS AT A APPLIED, M E TIONFOR PUBLIC WATER EXIST SANITARY SEWER LINE —a M— 1BlE fIBM 9R1100918lU FlBM B10198BPo SYSTEMS MUST ALWAYS, AT A MINIMUM. MEET TCEp'S "RULES AND REGULATIONS PUBUC AT SYSTEMS.". EXIST SANITARY SEWER MANHOLE —ate-s— ], CONSTRUCTTRACTOR TO KEEP VIDE WATERLINE 'WATER SE DURING CONSTRUCTIONORPROVIDE TEMPORARY WATER SERVICES. TEMPORARY WATER SERVICE WILL BE SUBSIDIARY TO THIS CONTRACT. _ me l 100 YR WSEL SH I I 6fiFfPf.9'� B_ASLCIW �N — - EtZ6 r- — SHE€Ti SHEETS i Q' , I} I N ! � I RE40 C % Cal 1 C FMI 1187. REMOVES RE LACE �w 59 FCC R UJ 100 ROW w - _.; 20 LF FENCE REMOVE BEREPLACE EP<ACE. 0 V REMOVE BftEPLA E e s R -/ " Z 0 150 300 45B r ry seerrrr�� F F nr 6r5 (k REMOVEBREPLACE ,U t,;eet — GRAPHIC SCALE M FEET TE (tAlp 47Pzo fi40 LF FENCE Y 0W-i REMLF OVE FENCE— ✓ - SOLFENCE P c I _ - F CONSTRUCTION NOTES qAT LEasrmx NO Tv s s ouas Pvs 115 LF FENCE' / PROP _ m ., oPq rc. r. CURRENT CITY OF FORT WITH 11 FORTH WATER EASEMENT L_LALF GOVERNmENTssIN r3NOARD SPECFCaicrvs oR PusL APPROXIMATE _ I _ ccq uz soaa 3. =S-TlNG`C`0�NTT0-URG ARE FOR M4TON ONLY. THE CONTRACTOR SHALL fC LOCATION ;f e�w ,_ao r✓ �+., r'Ofl� vic I I v. 1 4 LLEX STrvcrREEs FErvOEs RETAMxO.WpLLs, CONNECT TO EXIST n R10c[HC�.P 0 THERWI8E NOIED. .,5aa rN a 0 IIB� Fr 1 N105tRUCilIRE6UNlE550 OF LATIO ING 16" "f .00aJ �'•e_ u a i6' PVC WL _ ISOLATION VALVE' £ X-229]5UCPN'025T7 - - - - - - - I N: 8695960.1] - THE CONTA'O""ALL CONTACT HE FOLLOWING AT LEAST. HOURS PRIOIT, E 2340i5909 ., _ DEPARTMENT — Ns..RTATION a PUSH, WORKS ~ III I AT.. Eou RRGYFORT WGRTH AAER CD rWOYsGx —IRRIGATIONS Rv cEs oEPr ii ...\ AN 3 { GHEe HORIZONTAL & VERTICAL CONTROL AF EXISIMATELOCOLATI OF EXIS TING I6"ISOLATION VALVE c7TERAn MA Y_ _FOFt T_WORTH ETJ N:6R951(2.55 pIS cq Br ICOOCR VIXT+EC WNN r _ 11T--- —�--T _ _ _ _ _ INTERSECT OY OF F. ABOVECREEK O E. 231 9.251 �T CITY OF FART WORTH — M uc oVEgo oN EasTs of oae GROVE RE, 3p18 LINE OFITEILITRACT.THE NORTH LINE OFENEPR R TEAS EL FENCE EST OF CORNER 1 f( CAFP oPRrGf CN 6 T RENERGYTRACT2]6FEETEASTOFS' ETEreR CunFnP¢ / EL 1 - 1 100YRWSEL- / f ENCE CORNER SHEET 9 SHEET 10 HEET 11 j CRYNPRIUECr4104a4f FrLEnsD-_ Q _ _ FILE X- FLLEWW� _ � _ _ - `T� - - _— - •� MAPSCOp i20T ' I`VI 11rQ%REMOVE 8 REPLACE Z =— -B LR Fervce - _ RS MoFENs EBPLACE �- 2B HE FENCE CITY OF FORT WORTH, TEXAS S LLI REMOVEBREPLACE FM 1187I I 5 F _ _ — _ _ PRD 20 NT �I: �. PROP ZB' WATER DEPARTMENT W S ME WATER EASEMENT 2 Q PROP 30' / TO E E ICATED BY (� / TO BE DEDICATED BV 3 '' iWATER EASEMENT / SEPARATE INSTRUMENT II SEPARATE INS ED ¢ UJ PARKS OF VILLAGE CREEKUJ 1N ,«r PEEA J Iy OVERALL WATER PLAN > \ LL Y Y I ✓ DESIGNED:_ :SCALE: DATE SHEET: (Y Cow HTs2oss evsH—ExcrvEPRxccaorm ORC R—EllN�earerr.star. mFsrwLaPPF�w xc orvmaoucuuFurw.av Aumwtun av cA erer.axwrzewn.unnnnox aFnsFeunoocuMENrvrvmourrvoaFa xmi lF cnr oN TcmFREswxsretEFxc x�n anxoFrasF uxoFamRrvav rrvclxFselxc PaneTr.Encr 1_'i50' SEp 2025 60F 33 a DRAWN:_ NOTES: LEGEND 1- ALL WATER LINES SHALL BEAWWA C-900 DR-14 CLASS 2W UNLESS DETAILED OTHERWISE. PROPERTY LINE 2. THEEXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGSWERE DERIVED FROM AVAILABLE RECORDS AND SHALL BE CONSIDEREDASAPPROXIMATE. PROP WATER LINE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS AS WELL AS HORIZONTAL AND VERTICAL PLACEMENT, PROP WATER UTILITY MARKER POLE 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF ANY DISCREPANCIES. 5: ALL WATERLINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED PROP GATE VALVE 6. ALL PROPOSED WATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY(TCEO) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE(TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFUCTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT PROP FIRE HYDRANT REpUIREMENT SHALL BE APPLIED. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEO'S "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" ]. CONTRACTOR TO KEEP EXIST WATERLINE IN SERVICE DURING CONSTRUCTION OR PROVIDE TEMPORARY WATER SERVICES, TEMPORARY WATER SERVICE WILL BE SUBSIDIARY TO THIS EXIST WATER LINE CONTRACT. EXIST GATE VALVE B. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL SE DESIGNED WITH RETRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS.TABLE - INCLUDES THE MINIMUM LENGTHS OF PIPE TO BE RESTRAINED FOR&INCH AND I2-INCH PVC EXIST FIRE HYDRANT WATER MAINS. DCM5.6.1 9. RADIUS OF CURVATUREIJOINT DEFLECTION -MINIMUM RADIUS OF CURVE AND MAX{MUM DEFLECTION ANGLE OF PIPE JOINTS WILL BE RESTRICTED OF 50% OF MANUFACTURE'S EXIST SANITARY SEWER LINE 10. CONTRACTOR TO MAINTAIN ONE OPEN LANE OF TRAFFIC ON OAK GROVE ROAD S. EXIST SANITARY SEWER MANHOLE 11. WORKING HOURS(LANE CLOSURE)TO BE REDUCED TO 8:3D AM TO PM, WITH THE OPEN CUT PLATED AND TWO LANE TRAFFIC REOPENED BY 4P 13 THE OPEN CUT TRENCH SHALL BE REPAIRED AS PER THE ATTACHED DETAIL i `5/ 13. OAK GROVE ROAD S TO BE REPLACED TO FULL WIDTH FROM THE COUNTY MAINTENANCE LINE NEAR FMH 187 TO 25FT SOUTH OF THE TRENCH LINE. WATER SHEET KEY _ NIS - --- - W 1 STAB+06.48 - - I Q - - CONNECT TO EXIST 16' W (N) & (S) - X-229]5 CPN. 02517 INSTALL INSTALL: ---- W-1 STA 3+18.12 WARNING) INSTALL W-1 STA 5+]0.26 INSTALL: INSTALL. 1 1. GATE VALVE &VAULT �,r) U INSTALL: x y 1-45`BENG 145°BEND EXIST GAB 1 125 BEND _ - PROP 20' --- - i-11.25'BENO N689s964.2] 1 -CUT IN 16 1-T6"GATE VALVE AND VAULT :i.-.-.- - E2341192-f3 - _ - €2341i99:59 N8896014.18 - -acanur.r E2341298.29- - "- ---. WATER EASEMENT N889596].]] E2341]B2.29 --_ -E2341646.12_- BEGINI(F� - - _- -- -- - REMOVE&REPLACE - - CONTRACTOR TO FIELD VERIFY W-t STA 0+0].]2 INSTALL: _- _ --APPROX. 55 LF FENCE 4f - FM 1187 REMOVE&REPLAOE - 0 HORZ&VERTLOCATION 1. 1-16"GATE VALVE B VAULT -- ---- - -- _ gPpRO%. 20 LF FENCE -(100'-ROW) - 'W N 6895908 90 E 2341039 83 N 6895908 99 E 23410 5 3+00 � ry+ 6.41' - -�_ - xisnwc a" ras -- - _ _ 5az - 29]65F OF 12" - i --1Z 5a SF OF 12 ROCK RIPRAP ARMING ROC RI PRAP earn /-�` W-1 STA 1+8213 NSTALl 2BY8 BE OF 12" - - I - EXIST SS OHE, ,' ,56 1-45"BEND ROCK RIPRAP � AS&US , .6 NSERT POLY PI O N6B95MAE E2341192.1S WARNINGiI 101800.�`STo. yO/B`F+ VJ-1 STA 1*15.38 EXIST OHE s - AT 04' END 16" DIP EN0 30" STEEL CASING CAUTION[ r y!' 9 01' e ary N 6895934 21 14 0°D' M1 24. EXISTING UTILITIES $IBL E FOR APPROXIMATELY 3643Y% - 2341 t44.93 bA+� �N V5; F IDENTITHEOIFFYIINNG & LOCATING ALL 1 OF ASPHALT J°' - UNDERGROUND UTILITIES TO PAVEMENT REPAIR@ 0 _ -� �; -- W-1 STAD 8898 v INFORMIOR CONSTRUCTION. ALL INFORMATION PLANEN BARED ON BEST 16.1W 1 W 1 STA 0 8031 BEGIN tfi OIP ys ohs oH51rs0 - AVNTHESE BEST AVAILABLE REFERENCE INSTALL: PROP20 WATER - - INSTALL: BEGIN 30 STEEL CASING 1", BEND N 6895El- ® DOCUMENTS, DATA PROVIDED BY UTILITY wOneOrvOSE n E rl - �iocr _,H OWNERS, B PHYSICAL APPURTENANCES 1-2"COMBINgTION AIR VALVE N ES95ENX 12 1 EASEMENT REMOVE&REPLACE Nfi895909.4] - E234112628 E2341 MIS -- -. __ - OBSERVED IN THE FIELD, THE CONTRACTOR IS RESPONSIBLE FOR WATER STUOV#: E 2.1068.22 ZO LF FENCE .. REVIEWING AND VERIFYING ALL SUCH W66-2021-1466 INFORMATION, PRORI-ESCALE: HORZ 1"=40' 855 0 � Z - VERT. Il"l 855 oSw o W ° a a N ma mFGo 850 3u'S��3z� F3� ��_tO3 r m�Fi w_R� 3u�T h r �3°e3° 3i`f° 3i`f° 3zF 650 _ _> .. W. - Z 7F J sas s4s EXIS GROUND@Gl Q fi c 640 VE � I" _ ENO 8 LF 16" PVC O..P.S EN 18" ONC AS D @-0-10% 635. 21 LF 16" PV 635 8 LF 1 "PVC'] @ 0.10% L2Z 24L 16"PVC t.t' - -41,54% 1.T fi30VIA630 19 LF IT PVC -@-0.1'X7 11L i6'PV99 ILE 0°/P°VC@-0. j'0% 252 LF 16" VC10% 727 LF 16" PVC @-0A0% 9 16"PVC @ 0.10% 625 fi7 LF 16" P C -0.10° 2M 116"PVC 01 @ - ' 625 26 LF 30" S1 EEL CASING @ 0.10% 26 LF 16" DIP@-0.10% -1 o' a m F2129 T m 2 620 620 Oxe OrvuaiNCORouaoO L.1E 111-sre,°,vre° two 2*00 mESExaavEue,xc Ory mia OOcuNENOr w.av Aurno,aan evencEc. mOTrvE.vAL+ ,E.Nu.,,e' 1 ONwartrzna.umunov0OO 0r As�ouocuMExTwimwrrrvoaEaxmir,cAnoN TOTN[ReswxslerE[NciN 1CaLsEFx,s nx OrrExsE DN.EARHE- E N9 REVISIONS an SHIELDS I , ENGINEERING GROUP AFE f18M IIft110f91�FL6 FlMA 910198BPo 0 0 I 80 120 GRAPHIC SCALE IN FEET FORT WORTH WATER DEPARTMENT 8 "21" 7-11-00 ATST CHARTER 71 aR a Nurvm":N LIGHT n INADiSIR MRVICES DEPr. HORIZONTAL & VERTICAL CONTROL 114NARK191 wREEK o EaTH CANOE- RD. ON EAST S DE Or CAN�c .VC SO.L a�rnEc CIP WIN NCID IN rXXELNE Or TE TNT .1 ET.EL FENCE CF THE R.-LINE OF RNATERER, Ed FEET WEST OF S E RweR D RONROD ITS CORN TERENEROYTRACTz]EFEETEAe 5- STEr FENCETEV.Be].e1ECORNER 4 FLLEWW- MAPB-M 140T CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PARKS OF VILLAGE CREEK U.] 3 WATER PLAN 0 Y DESIGNED:_ :SCALE: DATE: SHEET: DRAWN:_ 1'=4tl SEP 2025 60F S3 d CAUTION' EXISTING UTILITIES NOTES: 1. ALL WATER LINES SHALL BE AWWA C-91J0 DR-14 CLASS 200 UNLESS DETAILED OTHERWISE. LEGEND THE CONTRACTOR IS RESPONSIBLE FOR 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGS WERE DERIVED FROM PROPERTY LINE IDENTIFYING 8 LOCATING ALL AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. PROP WATER LINE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL INFORMATION SHOWN B. CONTRACTOR SHALLBE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS ASWELLAS HORIZONTAL AND VERTICAL PLACEMENT, PROP WATER UTILITY MARKER POLE INTHESEPLANSISBASEDONBEST 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OFANY DISCREPANCIES. PROP GATE VALVE N AVAILABLE REFERENCE DOCUMENTS, DATA 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED PROVIDED BY UTILITY OWNERS. &PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. 6. ALLPROPOSEDWATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CIIRRENTTEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER PROP FIRE HYDRANT TT1 THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH SYSTEMS 30 TEXAS ADMINISTRATIVE CODE(TAC) CHAPTER 2W SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. EXIST WATER LINE " " INFORMATION. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEQ'S'RIDES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" EXIST GATE VALVE ]. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE DESIGNED WITH RETRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED EXIST FIRE HYDRANT TO SE CURE ALL BRANCH VALVES TO FITTINGS .TABLE S-2 INCLUDES THE MINIMUM LENGTHS OF P RETO BE RETRAINED FOR 8-INCH AND 12-INCH PVC WATER MAINS. DCM-56.1 E ISTSANMARYSEWERLINE WATER STUDY#: 8. RADIUS OF CURVATUREIJOINT DEFLECTION- MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION EXIST SANITARY SEWER MANHOLE non WSS2021-7468 ANGLE OF PIPE JOINTS WILL BE RESTRICTED TO 50 % OF MANUFACTURER'S RECOMMENDATION, AFTER WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING IF PIPE WATER SHEET KEY ALLOWED, DCMSS.1 NTS INSTALL: W-1 STA 12+58AD 2 W4 TA1+202 ' 1-11.25° BEND x ra LLULvrnr FM ] 187 - INSTlLLL _ INST BEGIN I6"DIP x°^'1O - 1 ES`SEND- - 1-i6"GATE VALVES VAULT (100' ROW) _ I BEGIN 30"STEEL CASING - <z N6895981.]9 WARNIINGII N689598134 APPROXIMATELY IV BF a>e - E2MI862.61 INSTALL 11 ]025. LT 25.fi1' E2362214.8] EX ST GT E23424]].29 OF CONCRETE DRIVEWAY REPAIR E.234t890.20 JNSTALL, 1 2 COMBINATION AIR VALVE INSTALL: N 6895941Z1 4 BOLL + + ARDS '�' co - -- EY64?- I ser-SEE`SREET IO FOR o - - -. -- MOREINFO- 2 13+ d - - i6"W-1 9.33' _ 4 �D'"` _ - ILL aor z r)L ` Zi �N I 9 ]3' m 1Tb5-SF OF 12" 0+0 _ _ EXI U ROCK RIPRAP REMOVE & REPLACE APPROX. 22 LF FENCERELOCATE o 4 7APPR.XIMATELY SHIPPING :.i W-1 STA 9+]9 ]i C ---- 89 BE _ CONTAINERS I END 16-DIP _ OF ASPHALT DRIVEWAY PROP 2d' END30"STEEL CASING - N 589594614- -E214195380 REPAIR W-1 STA 10+08SH - WATER EASEMENT WT STA 12+0081 2 APPROXIMATELY 711 SF NSTALL'. INSTALL REMOVE B REPLACE APPRO%, 22 LF FENCE CARELM rrexe OF GRAVEL DRIVEWAY -REPAIR 1 1125_1.72 1-45°BEND I - - N28 IW1.]2 E 2341982.0] N669594t.S9 E 2342174.53 14+00 15 00 = 6+d6 °'"P _ - - -1Z+00 - I8 Q 1D4T - f-" TO PROPERTY LINE 12 � 1ILL RNINGII A, - PECREMOVE 6TREE6 Z -oat Sel - AN a IJ STGAS REMOVE B REPLACE APPROX. 20 LF FENCE la c I C FlREWCRMS 35s0 FM I "A,AWA, x 100YR FLOODVOI I PROFILE SCALE: HORZ. 1"=40' 655 c32 O z G 2 2 2 2 2 2 O VERT. 1"= 4' 655 L+ n "' ¢ + ? wows12 a .. w w Fco w �ma SI. 650 Cn - - a �3z�ae o --- im 3� - - 3a� �z g 3.� 111 W Z Z 845 V -1. OLND ®;CL. U E45 ol EXIST GAS I G 6" W 4.A ELp VERIFY 50 - LF CEMENT i \ � .5 STABILIZED BAC%FILL 194 LF 6" PVC _ - 635. _ 2611 PVC@-0.10° I. fiao EX 16' ss X 10" ss P 4.5 63D 2. 2.S 9 LF 16" 1VC @ 99.52% EXIST 118 LF 16" PVC -0.10% 16" SS 22 LF 6" PVC 89 LF 16" 625 PVC 10 LF 16' PVC @--o.10% 84 LF 16" PVC - .10% 625 _ 73LF16" PVC @-0.10% 65 LF 30"S CASING -0.10% 1 _H VV I - 7LF 16" C@-41.54% ' 620 e 1SHI FNCIry AINCG UP PuO.TNPFp'wen Teals 10v PE +00 1+00 mESFALAPPEAR xc Dx TxOSDDcuMExrwAs aurxORZEn evelncFOCOMDTNFvu..rvD. leTer.OxarzNw4a0UTFTwnoN oFasFAunoocuxFxrwSixourO PRDPEa NOTIFlCAT Ox TcrxEREswxs erFExc xssR SAry Dn'dsE uxDERlmFOrE �I SHIELD'' I , ENGINEERING GROUP .11N RNN099F18 R8M 410199090 w� 0 40 80 136 GRAPHIC SCALE IN FEET CONSTRUCTION NOTES NOTE.1 ECTv s s NATLFAsia9HDuas STR CONSTRUCTION SHALL BE 11 ACUIRIANCE WITH R WORTH ORN F GOVERNMENTS sTANOARO SREC FLAT EFOR RUITC 3 OR NFORMA .THE cO SHALL 4 TIECENTRA AND STRUCTURESUNLESSOTHEM-NO1E0 9FENDES RETNNxOWALLs, E PRIOR HE FOLLOWING AT LEAST. HOURS TO 'ACN LOCATION FORT WORTH WATER HE PARTMENT S'W_AA RA FORT WORTH LIGHT AND 'CHAPTER GNU Dvs ON anlEisSYSTEM FA RTY nvICESDEPT. x HORIZONTAL & VERTICAL CONTROL�a III NCATTRI 1. wTENSECDCA.1 FM °. EaTHDAft)),INT D Mx NORDEDFDAWNN ETE` LDMN;BMECREEN BUSY .SOUTH LINE OF ITELLITRACT: THE NORTH LINEOF PRAYER EAST .1 STEEL PENCE GDER.1E... FEET WEST OF S EG.RN.F D IRON ROD AT S.E. CORNERCFPRATER ENERGYTRACT.2].s FEET EASTOF S' ETEE-V¢AP . ON'I NCE CORNER N LL PSCO PG- MAp i40T CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PARKS OF VILLAGE CREEK Ui 3 J WATER PLAN > U. Y DESIGNED:_ :SCALE: DATE. SHEET: DRAWN:_ 1"=4tl SEP 2025 10F 33 d CAUTIONI NOTES: LEGEND EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE 1. ALL WATER LINES SHALL BE AWWA C-900 DR-14 CLASS 200 UNLESS DETAILED OTHERWISE. 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGS WERE DERIVED FROM PROPERTY LINE FOR IDENTIFYING 8 LOCATING ALL AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. PROP WATER LINE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL I CONTRACTOR SHALLBE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS ASWELLAS HORIZONTAL AND VERTICAL PLACEMENT, PROP WATER UTILITY MARKER POLE INFORMATION SHOWN IN THESE 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER CFANV DISCREPANCIES. PROP GATE VALVE PIANSISBASED ONBEST 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED -i AVAI-LEREFERENCE DOCUMENTS, DATA PROVIDED BY 6. ALLPROPOSEDWATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CIIRRENTTE%AS COMMISSION ON ENVIRONMENTAL QUALITY (TOED) RULES AND REGULATIONS FOR PUBLIC WATER PROP FIRE HYDRANT T UTIUI OWNERS,SPHYSICAL APPURTENANCESOBSERVED IN SYSTEMS 30 TEXAS ADMINISTRATIVE CODE(TAC) CHAPTER 2W SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. w w EXIST WATERLINE — THE FIELD, THE CONTRACTOR IS H RESPONSIBLE FOR REVIEWING AND CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS AT MINIMUM MEET TCEQ'S"RULES AN R A D REGULATIONS FOR WATER SYSTEMS" EXIST GATE VALVE VERIFYING ALL SUCH INFORMATION. HORIZONTAL COWITH UPLINGS SHOULD JOINTS IN L BE OR ANCHOR ]. ALLITION VERTICAL CONCRETE THRUST SL CRSAND GANCHOR TEESHAS THRUST BLOCKING.ANCHOR TEES COUPLINGSSHOULDBEUSED EXIST FIRE HYDRANT TO SCNTOCONCRETE INCLUDES TO RECRAINEDURE BRANCH VAND 12-I CHPVC WFITTINGS TABLESINS D M-5 THE MINIMUM LENGTHS OF PIPETO BERETRAINEDFOR WATERMAINS.SOFCU.1 EXIST SANITARY SEWER LINE - WATER STUDY#: WSS-2021-ib66 8. REIJOANDEFINCHPVC RADIUS OFCURVOINTS ILLBEINT RESTRIION- MINIMUM FMAN FACUREAND COMMAXIMUM ENDEFLECTION ANGLE OF PIPE JOINTS WILL BE RESTRICTED TO 50 % OF MANUFACTURERS RECOMMENDATION, AFTER EXIST SANITARY SEWER MANHOLE WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING IF PIPE WATER SHEET KEY ALLOWED. DCM-5.6.1 NTS 1+� IST COMMUNICAWARNINGITION LINE. I'I �2- IN 45°BEND 2- 1 O I iT c " s APPR-IMATELV356SF FIELD VERIFY LOCATION N68959]93] ON THE INTELLI TRACT. _TWOPOSSIBLE LOCATIONS SHOWN AULT E234?62B 49 OOF LINE 8 DO NOT CUTOF CONCRETE DRIVEWAY REPAIR _- _ I_ _ - _IN - - - -- � O sa APPROXIMATELY 250 SF III APPR X 20 LF FENCE N oo1_ _ 545 _� -FMMl 187(I09' ROWI OF GRAVEL ORVEWAV REPAIR - - - 1~ — to(A SHIELD'I I , ENGINEERING GROUP AFE fI1M IIN110f91IFL6 FlIlA �10198BPo z-R 16" W-1 23+00 zsw0 26-W - - - - - °`re"' 1n ccs1S00. Z 1 -1s4P� .za NAv TO PROPERTY LINE r6 P - ,. S0 "po 28� J - - WARNINA3 = 0 40 B0 12a - ks Z - - -_-_ -'i"2'r TO OPEFI{Y LINE -� WA'v U J J iH' -*^ u[ 2 - GRAPHIC SCALE IN FEET WA A, r \ alOa<Ns W_-_sTT 2 +_t. 6] F U 1 EXIST CAS sq`I o Pwc c R Grs d X PcoO A Row NE 1 � CONSTRUCTION NOTES Q FireEwlwr; vrowrw uc OL, WARNINGI g L - \T �J6895968.]e- _ J RAT LEAST aeH C I o s a .IST COMMUNICATION LINE _ m c\ c E234363].03 1 I THE CRY s s WO oufts G ON THE INTELLI TRACT- i CONTRACTOR TOIN A.-ANCE WITH A, &' FIELDVERIFY LOCATION II S A h �e� \ V W- TA2- 85 I c FORTH 1 - : OF LINE 800 NOT CUT .r.c.T. INST '( 1 ssTANOARR sPEc L ry �tio�oy£\ 1-:45°BEND 2 I IS ORMATON ONLY. THEcoNTRACTOR SHALL \ 64 N 6895953.]5 tac4i„vu i of 1FOR " CA AIR L oPpT E 343662. 0 2 0 4 LLEXSTNcrREEs FENGEs. REruMxB.WALLsc I I cT \ A REto vERtry I u10 5TRUCTURE6UNLESS OTHERWISE NO1E0. 655 TXDOT ROW 655 PROFILE SCALE:THE CONTRACTOR SIALL CONTACT HE FOLLOWING AT LEAST HOURS PRIOR TO O. HORZ. 1"=40'ER DEPARTMENT 8 '21" RTI nsvoaTAT ONa Pueuc WOPKS VERT. 1' = 4' OD. NERDY 2 2 2 2 2 2 �3 2 650 _ 0 fi5p AND S-ALOVSON SA YSTE NAR A MmurvmsRVlc-1 I.1;111-1211 HORIZONTAL & VERTICAL CONTROL�e LOaA *x Acmry of INTERSEGTIax OFFMI117 E WLEYNEWTH 645' J 3z�a'° ;z�3z� 3z 3z�3�3a 30� 645 a. pout cnovE RO)IN.oF moss NoarilFRLvlwcaovre cowMry A6ovE caEEK' �'TM out Ro on EAsi sloE OF oae ERD U Z EV ease IT aF-HIL ENORTHUEETFPATERRNER 640 UTEASOFNT.FITELLITRACT.E 6d0 LL.'TaT45 o RONaoo ATS CORN TERENERGYTRACT2]SFEETEAST - E¢AFENCE CORNER XIST GROUND CIE E CST - 4'G S CITYPROJECT#fOd641 ' 630 630 F MAPSCO p i40T 1-LF 16"PVC,@-o.10% s.a 49 LF 16"PVC 118 LF 16" PVC.@ -0. 0% T 0 C4 .no% CITY OF FORT WORTH, TEXAS LN y WATER DEPARTMENT W 625 50 LF CEMENT 2.0 21 LF_16_"PV 625 LLI BTABI[RILL. _ _ @-6-io% U III EXIST f EXIST 15 LF 16" PV UJ 62' S 27•SS @-0.1ov PARKS OF VILLAGE CREEK 8 LF 16" P VC@IooLl5% 20 LF CEMENT 620 5LF CEMI STABILIZED BACKFILL fi20 S BACK ac z1 F 16" Pvc @ .11 % WATER PLAN > 6LF 16" PVC @-oO % 7LF 16" VC@-9984LL of W P n O N 615 W 615 DESIGNEp:_ :SCALE: DATE: 78+00w 19+00 20- 21+00 22+00 23+w 24+00 25+00 n-w 27+00 PRAWN:_ 1°=4tl SEP 2025 80F 83 d CAUTIONI NOTES: LEGEND EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE 1. ALL WATER LINES SHALL BE AWWA C-900 DR-14 CLASS 200 UNLESS DETAILED OTHERWISE. 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGS WERE DERIVED FROM PROPERTY LINE FOR IDENTIFYING A LOCATING ALL AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. PROP WATER LINE UNDERGROUND UTILITIES PRIOR 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS AS WELL AS PROP WATER UTILITY MARKER POLE TO CONSTRUCTION. ALL INFORMATION SHOWN IN THESE HORIZONTAL AND VERTICAL PLACEMENT, 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF ANY DISCREPANCIES. PROP GATE VALVE PIANSISBASEO NBEST 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED AVAI—LEREFERENCE 6. ALLPROPOSEDWATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENTTEXAS PROP FIRE HYDRANT DOCUMENTS, DATA PROVIDED BY UTILITY OWNERS, A PHYSICAL COMMISSION ON ENVIRONMENTAL QUALITY (TOED) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE EXIST WATER LINE AP U CES OBSERVED IN P RLD, THE IS THEFIESIBI-EOR NOTED WITH LOCAL STANDARDS THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. E CONSTRUCTION FOR MUST ALWAYS, AT MINIMUM, MEET TCEQ'S "RULES AND EXIST GATE VALVE REVIEWING RESPONSIBLE FOR REVIEWING AND PUBLIC SYSTEMS." WATER SYSTEMS" REGULATIONS FOR WATER VERIFYING ALL SUCH INFORMATION. HORIZONTAL JOINFS IN ]. ALLITION VERTICAL CONCRETE COUPLINGSSHOULDBEUSED THRUST SL NGS AND CKNGANCHOR TEES L BE GRAN HORCOWITH LINGS SHOULD THRUST BLOCKING.ANCHOR TEES EXIST FIRE HYDRANT CNTOCONCRETE TO INCLUDES THE MINIMUM LENGTHS OF PIPETO TO BRANCH VAND1-INCH TO EXIST SANITARY SEWER LINE RECRAINED WA TERMAINS.SOFCU.1 BE RETRAINED FOR PVCEAINS M-5 WATER STUDY#: REIJOANDEFINCHPVC INT MINI MUM MAXIMUM 6. RADIUS OFCURVOINTS EXIST SANITARY SEWER MANHOLE WSS-2021-ib66 WILL BE RESTRICTED OF MANUFACTURERS RECOMMENDATION, AFTER AFTER ANGLE OF PIPE JOINTS WILLBERESTRICTEDTO50DOFIALL BER REQUIRED WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REpUIRED. NO BENDING IF PIPE ALLOWED. OCM-5.6.1 I 1 5f 53L -- -REMOVE&REPLACE _ 62w e s 1 3a APPROX. 40 LF FE NCE O OI W TA3 *T/fig _ - - - — pp. • __- __ — - - - - - INST 04 FM 1187 N 66959521D0 - snx0 e'�s. 15:00' 100'ROWI E234442381 11.1 00 - 29+00 30+00 16"W-1 31+00 32♦OD 33-00 3 X, Z PROP 30'WATER W TA .0 60 U EASEMENT INST s s ARNING _ 1 16 GATE VALVE& BOX _ N 6895149.72 EXIST OVEHEAO C / WATER SHEET KEY NTS l I 1 M3 co —I 111 • Z 2 INST 1 1 -45° BEND N 6895942 71 I E 234443316 Pa KXCCRA22 f69>61 � I PROFILE SCALE: HORZ. 1"=40' VERT. 4' B60 2 2 650 +co d �ma a M H45. Vi. LLJ Z U-1 J Z 2 J 640 V = 640 cQ 635 ISTGROUND CL 635 830 630 496LF16" VC@-0.10% 274LF16" VC@-0.10% 625 620 13 LF WPVC @-0. ON 7B6 Fib"PVC@-.70% 625 620 a z W-1 28+00 29+00 30+00 31— 32+00 33+00 34+00 35+00 36+00 REVISED SHIELD3I I , ENGINEERING GROUP AIE fIXM IIft110f91�lL6 FlIlA �10198BPo 0 0 40 SO 120 GRAPHIC SCALE IN FEET 7-11-00 AT.C. ENERGY "ST 77 FORT WORTH LIGHT SA"TY SYSTEMHilo SIGNAL DIVISION eKv HORIZONTAL & VERTICAL CONTROL�e O SENDHMARK595D W pOAR oVEFftO) NTOR �fto DN CONEAR TE COLUMN . ABOVE SOOIH LINE OF ITELLITRACT: THE NORTH UNEOF PNATER ENERGY INACT, 13 FEET EAST OF STES- FSNCE C—ER. Ed FEET WEST OF S E CORNER IF I— TRA— D IRON ROD AT S.E. CORNEROFPRATER ENEROYTAACT.2].E FEET EABTOF S' STEr ELEV. HP'IECORNER # FLLE#W- MAPSCO4120, CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PARKS OF VILLAGE CREEK Uj 3 J WATER PLAN > 0 DESIGNED:_ :SCALE: DATE: SHEET: DRAWN:_ 1'=4tl SEP 2025 90F 33. d CAUTIONI NOTES: LEGEND EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE 1. ALL WATER LINES SHALL BE AWWA C-9W DR-14 CLASS 200 UNLESS DETAILED OTHERWISE. 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGS WERE DERIVED FROM PROPERTY LINE FOR IDENTIFYING A LOCATING ALL AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. PROP WATER LINE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL I CONTRACTOR SHAUBE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS ASWEUAS HORIZONTAL AND VERTICAL PLACEMENT, PROP WATER UTILITY MARKER POLE INFORMATION SHOWN IN THESE 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER CFANY DISCREPANCIES. PROP GATE VALVE PIANSISBASED ONBEST 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED AVAILABLEREFERENCE DOCUMENTS, DATA PROVIDED BY 6. ALLPROPOSEDWATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CIIRRENTTEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER PROP FIRE HYDRANT TT UTILITY OWNERS, APHYSICAL APPURTENANCES OBSERVED IN SYSTEMS 30 TEXAS ADMINISTRATIVE CODE(TAC) CHAPTER 2W SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED EXIST WATER LINE THE FIELD, THE CONTRACTOR IS RESPONSIBLEFOR REVIEWING AND CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEQ'S"RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" EXIST GATE VALVE VERIFYING ALL SUCH INFORMATION. 7. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE DESIGNED WITH RETRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED EXIST FIRE HYDRANT x x TO SE CURE ALL BRANCH VALVES TO FITTINGS .TABLE S-2 INCLUDES THE MINIMUM LENGTHS OF P RETO BE RETRAINED FOR 8-INCH AND 12-INCH PVC WATER MAINS. DCM-5 BT EXIST SANITARY SEWER LINE -' WATER STUDY#: W55-2021-ib66 8. RADIUS OF CURVATUREIJOINT DEFLECTION- MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION ANGLE OF PIPE JOINTS WILL BE RESTRICTED TO 50 % OF MANUFACTURERS RECOMMENOATI ON, AFTER EXIST SANITARY SEWER MANHOLE—a—�-w— WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING IF PIPE WATER SHEET KEY ALLOWED. DCM-5.6.1 NTS FLOODPIAIN WARNING!! - - — — e B» e, EXIST OH_E O --_ - - - // - - + I PROPOSED 16 WIDE REMOVE 8 REPLACE I +O PLEXMAT-PIPELIdE ARMORING A6 LF FENCE FM 11871100'ROW) CD - _ - ORR@PRQYED-EQUAL MI Lu — — — — — — t6" W-1 — — — ; -- J • W- TA 37+4 92 EGI TA 37 8 92 2 •NST �18 2 W-A3 +5]4B — _ — — �43➢0 — — — — — 35+00-.� Z 0— — �ifDO 52+00_ 2 U BEGI 1 INST W 1 TA4 +2 BEGIN 30"STEEL CASING 1 1fi GATE VALVEd VAULT INST - Q N 689594226 END 30 STEEL CASING 1- 6 BLOW OFF VALVE N 6995941.90 1 - i6" GATE VAL E A VAULT C N b895942.20 N 6885942.08 PROP20' LI o E2344fi91.14 n m E2344]26.14 E2344]91.40 as rviunc[cre[c E2344894]0 WATER EASEMENT N689594891 E 2345467.78 e e I 1 665 VI PRO FILESCALE: HORZ. 1"=40' VERT 1"=4' 11 640 + 2 2 a y 2- 2 2- - 3 2 2 E.IF IGROUND C .0 66D O + 660 2 + a ow a > o Q i C0 635 _li=m¢ KK 3z`E-°� E 3 n3?r 3 ¢¢� yy z�m �3a - KiO / 635655 _3 �• lLl 855 J rF 830 G Z15�Ic 830 6. / Q 650 N825 625 845 EXIST GROU NO OIL / 845 7116"PVC@2.75% / / 3 LF 16-PVC 0,30% / /58 14 LF 16 PVC @ 0.30% 620 640 L/ o� ._�_ 640 / 6"pVG@ 196 LF 16"PV 35A EF @ -0.10% 62 LF 16"PVC 5.b' 16"PVC @21.9% 615 @-21.67% E15 635 635 B10 i 5 LF 7fi" PVC -0.10% 610[�2SP 630 - 2 25 F 3 L0" STEEL 16"DIP@-010%-� CASING @-0. 0 0 -1 o w .. m WE 825 ..So 5evsxlFin ExcwBEERlrvccaew Eue. reaEF ,me4 rac8vs00 39+00 rxESFxaEEENeCIxc Ory Txls oucuuFxrw.av aumoalzFn avOr,�c. momFxu.a,F.xo.iievar. 42,00 oOFnsFUF000cuxFxrCowlmourrvoaEaumincnnox rcr—aOwxsls�EFxclxasxlanry oFrFNSF xoFaO REVISIONS �I SHIELD'I I , ENGINEERING GROUP AIE fIBM 118110f91�lU FlIlA 410198BPo 0 0 40 SO 128 GRAPHIC SCALE IN FEET FORT WORTH WATER DEPARTMENT 8 'N" 7-11-00 *TSTGRATTER T FORT WORTH LIGHT AND CvsN SYSTEM3 AR A MNmClIEPT. GNESN" HORIZONTAL & VERTICAL CONTROL cT7 INTERSECDCGOFF.N ao EATH OAKGROVEftD.ON EA5T5 DE OF'OANPOV� BO oV COL MIN ABO)VECREEK' RACT. THE NORTH LINE OF PRATER ENEV. uYT4a T EAST aLINE STEEL rtrKe ER a4 FEET WEST OF EE CORNER OF INTIFUL TRACT EFL FENCERON NNEft ITS.E.CORNEROFPRATERENERGYTRACT.2].SFEETEABTOF5- # FLLEWW� MAPSCO p i49T CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PARKS OF VILLAGE CREEK Ui 3 WATER PLAN > U. Y DESIGNED:— :SCALE: DATE: SHEET: (Y DRAWN:_ 1'=4tl SEP 2025 iD OF 33 d CAUTIONI EXISTING UTILITIES NOTES: 1. ALL WATER LINES SHALL BE AWWA C-900 DR-14 CLASS 200 UNLESS DETAILED OTHERWISE. LEGEND THE CONTRACTOR IS RESPONSIBLE 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWINGS WERE DERIVED FROM PROPERTY LINE FOR IDENTIFYING A LOCATING ALL AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. PROP WATER LINE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL I CONTRACTOR SHALLBE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS ASWELLAS HORIZONTAL AND VERTICAL PLACEMENT, PROP WATER UTILITY MARKERPOLE INFORMATION SHOWN IN THESE 4. CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER CFANY DISCREPANCIES. PROP GATE VALVE N III PIANSISBASEO ONBEST 5. ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED AVAILABLEREFERENCE DOCUMENTS, DATA PROVIDED BY 6. ALLPROPOSEDWATER LINES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CIIRRENTTEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TOED) RULES AND REGULATIONS FOR PUBLIC WATER PROP FIRE HYDRANT Ti UTILITY OWNERS, A HYSICAL APPURTENANCES OBSERVED IN SYSTEMS 30 TEXAS ADMINISTRATIVE CODE(TAC) CHAPTER 2W SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. EXIST WATER LINE THE FIELD, THE CONTRACTOR IS H RESPONSIBLE FOR REVIEWING AND CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS AT MINIMUM MEET TCEO'S"RULES AN R A D REGULATIONS FOR WATER SYSTEMS" EXIST GATE VALVE g VERIFYING ALL SUCH INFORMATION. HORIZONTAL COWITH UPLINGS SHOULD JOINTS IN ]. ALLITION VERTICAL CONCRETE THRUST SL DRSA INA ANCHOR TEESHAS L BE OR ANCHOR THRUST TEESLUDES ADDTOACRE EXIST FIRE HYDRANT ALL BRANCH TO FITTINGS TABLE THE MINIMUM LENGTHLDBEUSEO BRANCHVAND 12-I CHPVC WATER MAINS INCLUDES THE MINIMUM LENGTHS OF PIPETO TO RETRAINED WATERMR BERETRAINED FOR EXIST SANITARY SEWER LINE C WATER STUDY#: DI SOFCU.1 8EADI US . REIJOANDEFLECHPVC INT EFLECTION-MINIMUMF FCURVOINTS EXIST SANITARY SEWER MANHOLE r WSS-2021-ib66 ANGLEBE ANGLE OF WILL MANFACUREANDCOMMUM ENDTION, AFTER RESTRIDTCAL THE USE OF BER REQUIRED N BENDING IF WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING IF PIPE HORIZONTAL BENDS WATER SHEET KEY ALLOWED. DCM-5.6.1 NTS 5 - TA 5 *8 87 - INSTAL C) - - FM IL87p WROW) - - - - t 6'X6"ANCHOR TEE FIF t 6"GATE VALVE _vj TAS+]15 t FIRE HYDRANT ,---�� E234fi23i 08 _ GATE 1 VALVE6 VAULT �\ TA2@' 163936 / Z •_ — — — — — — -- — — ----- --- -- — — — — — ---- U ARNINGG PROP 20' WATER EASEMENT EXISL aO ER C D o r r REMOVESREPLACE 20 LF FENCE �I SHIELD3I I , ENGINEERING GROUP AFE fIBM IIft110f91�FL6 FlIlA �10198BPo 0 0 40 S0 120 E C GRAPHIC SCALE IN FEET c ro e fi66 fifi //�� // J CONSTRUCTION NOTES I sccl oz.exi'F"A" �/2\/ Z aNOTE Tv sINSPECTORnr Lraswauas W TA 5 +3 36 W-1 TA 5 +9 11 RTH INST INST ANIE WITH R FORR ' 1-2" AIR RELEASE VALVE 1-i6'PLUG 0 POOVERNMENrs srnNOARO SPEC eL i N 8395939.28 1- CLEANING WYE 1 E2346176,59 REMOVE POLYPIG N0.1 NFORMETON ONLY. THE CONTRAOTO _' 1 M 6A95B39.i5 4 CU Ex sTwcrREES PExcss. RErawxB.wAusc E 234fi23].33 I I % N1O5lRUCiIrttESUNLESS 0THERWI8E NOTED. PROFILE SCALE: PROFILE SCALE: HORZ. 1"=40' VERT. 1' w HORZ. i"=40' VERT. 1"=4' C) O K An 2 wm 2 2 w + 6]0 -C O w O w r O 660 W 665 _ 685 675 3 z M1r 3 K e �ilz z m IN 675 Z _ J U BE. 670 670 EXIST GROU D@CL� _ — — / — — — EXIST GROUNr @CL� / SEE 655 665 55 SEE 77 1p9 6LF i6"PVC@2.75% 650 55a 680 t5 LF t6"PVC@2.75% SRI 4U LF i6"P C@2.75% 709 LF 16"P C@2.75 645 64E fiEC 655 640 640 650 650 a0 W-1 I ao -1 635 ow ow 695. svaz.1.1cv ENCINESRINCCRow Puc re7PE�iN�e4rSP�sl°1 48*OO 49ixE6FxAPPEnRIxC vry mms vvcuwFWrwAsOaurxvslzEn evencEc. xOTHERU PE xv001erar.Oxwrzxwzs.ALIEAAr1ONOFA3*EPIEOOOCNMENTWmmurPwPFRrvonc 3'00 7-11-00 FORT WORTH LIGHT VA"TY SYSTEMAND CvsNS 6Xv HORIZONTAL & VERTICAL CONTROL�e c7 6EN AR oV uA INTEREECTIXIOFF.M ao EArH OAXCROYERo ox E.asrN.soeoFoae�c ov�eOwMR.OVECREEX ELEV ..IS s LINEOFITEUITRACT:THENORTHLINEaFPa R ENERGI INACT, 13 FEET EAER OF STES- FENCE CORNER, Ed FEET WEST OF S E CORNER ORCNROO ITS CORN TERENERCYTa 27e FEETEAe 5- CH EE-V¢. saietE CORNER # FLLEWW MAPSCO p i49T CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PARKS OF VILLAGE CREEK 3 WATER PLAN > 0 Y DESIGNED:_ :SCALE: DATE: SHEET: DRAWN:_ 1'=4tl SEP 2025 ii OF 33 d I 0 TWO I cmaFFomwoR.x. reins CONCRETE CRADLE 931100-01]1 IlNrl HGR LONTAL THRUST BLOCK NG ]3 t100-0130 vnwmETARxwTwuxry ExcwFsx xcsnwwaos x,wvurN OF TRANSPORTATION SERVICGS 111LITY - AND REEL-1 o�ExtA�oaNTs���xEoa.�.xTHE RGH MAA) o�P—aYVaR11-1 IiRT'COLpt iaiE umm Cww C U P m,s A T I PORF e U 1 E T LL pin N Y E �. esxn IIi1lJTT YUIRKER POLE 3]0.528-0018 aoosooa�� ," r 1 1WA4R TRANSMISSION GATE 1 2 3 4 Q UESCNIVTION A ADDED TRENCH REPAIR DETAIL DATE UBS!EDD24 A 3M121. A 4I25=5 A SI16 ME SHIELD3I ENGINEERING GROUP AIE fIEM IIR110]91�lL6 Fl3A1 E10198BPo FORT WORTH WATER DEPARTMENT 8 'N" 7-11-00 ATAT CHARTER 71 FORT WORTH LIGHT uiD IN—CIIIS,OH a x5 AN. EN.-:Eav CEs.1 HORIZONTAL & VERTICAL CONTROL x cww xENc ENARnsE9ao of IUTERSECTiCNOFFN NTORFMD. TNNORT-rYCONCRE�� ABOVE REEx � NEOFTELLTHA.INNORT~NEDFFRATER T EAST OF STEEL RENCE CORREFE Ed FEET WEST OF S E ER oIRONNO ATSE.CARNEROFPRATERENEROYTRACT27.E�EA 5. EEL FENCE CORNER %LEN. - FLLEWW� MAPSCO p i40T CITY OF FORT WORTH, TEXAS Y WATER DEPARTMENTuj `W U PARKS OF VILLAGE CREEK 3 WATER DETAILS J > LL 0 Y DESIGNED:_ SCALE: DATE: SHEET: DRAWN:_ N.T.S. SEP 2D2E 13OF 33 d .... n .a aemz.a, nxo - I MC. FIT ORT WO STANDARD CLEANINOWYEFOR WATER rewEo wFmz TRANSMISSION PIPE(16" AND LARGER( �30010-0iJ6 l:i�MQJ�ML"i f>aii{SI�Mr.,� Ea MGiMO�i�S�E�FSaMCa MGaMQi©���®�cssra i y1'r DARD FIRE HYDRANT (ELL) mu b' Nxw1 cl vuFn oTRUF,crFumF q NI IIIIIIIIII IIIIIIIIII I I II I I�I s �I I II I II IIIIIIIIII' `° IIIIIIII BOLLARD DETAIL NTS u coNxr wrtn �ixpH ♦ IxdF,Sw � xw I x Re rxFxn FFFr izin NNI SFFweEx wsTe FEET lets NN IEER in AG{1—E cxETT'.MImANEiEa. LEmENaFE.1- arEE NIl11)IRON mE POTABLE COMBINATION AIR VALVE ASSEMBLY-2aNCH VALVE 2512 .1.. I , SHIELD31 ENGINEERING GROUP TiN RI Fl. -1-90 of IUTERSECTICNOFF.N.1+er.(ERENOCN.RC EYNO)—F a. (oucsr>Aove FAo),IN Toa of NosT rvoarNEaLv wrvcRETe CowNry ABOVE cREExOR— GO— LINE OF I— TRACT: THE N—LINE OF F.— ENERGY IR-T, 13 FEET — OF STEEL FENCE CORNER, Ed FEET WEST OF S E CORNER o IRONROO ATS.E.c RNEa Faa ERENErs YThA 27.1FEETEASTOFS' EEL FENCE CORNER %LEN. - FLLEWW� MAPSCO p i40T CITY OF FORT WORTH, TEXAS WATER DEPARTMENT W uj U PARKS OF VILLAGE CREEK ui 3 WATER DETAILS LL 0 OESIGNEG:_ SCALE: BATE: SHEET: Of DRAWN:_ N.T.S. SEP 2025 14OF M d FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Circle H Contractors Subject of the Agreement: Change Order 1 , Water alignment adjustment to avoid conflicts M&C Approved by the Council? * Yes 0 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 0 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 0 No ❑ If unsure, see backpage for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No 21 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 104841 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 0 No ❑ Contracts need to be routed for CSO processing in the followingorder: rder: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.