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Home My WebLink About061387-FP3 - Construction-Related - Contract - Conatser Constructions-FP3 City Secretary 61387 Contrad No. FORTWORTHo Date Received 12/23/2025 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: Northpointe West Ph-1 B City Project No.: 104829 Improvement Type(s): Water � Sewer � I Original Contract Price: $2,136,346.00 AmountofApprovedChangeOrder(s): $6,244.00 Revised ContractAmount: Total Cost of Work Complete: �� Contractor Superintendent Title Conatser Constructions Company Name ,��- �,�,P��,�,o,�:,,�P�_��.,,_ s�,�. Project Inspector �, r�� RirT�^:�ri;De�23.20L.13'4'.25C5 � Project Manager �� CFA Manager �P..�..,?,,:..,, TPW Director $ 2,142,590.00 $ 2,142,590.00 12/16/2025 Date 12/16/2025 Date 12/23/2025 Date 12/23/2025 Date 12/23/2025 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 of 2 Notice of Project Completion Project Name: Northpointe West Ph-1 B City Project No.: 104829 City's Attachments Final Pay Estimate � Change Order(s): ❑x Yes ❑ N/A Pipe Report: � Yes ❑ N/A Contractor's Attachments Affidavit of Bills Paid �� Consent of Surety �� Statement of Contract Time Contract Time: 210 WD Days Charged: 323 WD Work Start Date: 7/3/2024 Work Complete Date: 12/8/2025 Completed number of Soil Lab Test: 1080 Completed number of Water Test: 16 Page 2 of 2 FORTWORTH CITY OF FORT WORTH F1NAL PAYMENT REQUEST Contract Name NORTHPOINTE WEST PHASE 1B Contract Limits Project Type WATER & SEWER City Project Numbers 104829 DOE Number 4289 Estimate Number 1 Payment Number 1 For Period Ending 12/8/2025 WD City Secretary Contract Number Contract Date Project Manager NA Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH � TX 76119 Inspectors D.WATSON / PEDDIBHOTLA Contract Time 188JD Days Charged to Date 323 Contract is 100.00 Complete Tuesday, December 16, 2025 Page 1 of 5 City Project Numbers 104829 Contract Name NORTHPOINTE WEST PHASE 1B Contract Limits Project Type WATER & SEWER Project Funding UNTI' I: WATER IMPROVEMENTS Item Estimated Description of Items Unit No. Quanity 1 8" WATERLINE LOWERING 13 EA 2 12" WATERLINE LOWERING 5 EA 3 TRENCH SAFETY 6496 LF 4 DUCTILE IRON WATER FITTINGS W/ 2.764 TN RESTRAINT 5 8" WATER PIPE 5293 LF 6 12" WATER PII'E 1203 LF 7 FIRE HYDRANT 14 EA 8 CONNECTION TO EXISTING 4"-12" WATER 1 EA MAIN 9 1" WATER SERVICE 158 EA 10 8" GATRE VALVE 17 EA 11 12" GATRE VALVE 6 EA 12 1" IRRRIGATION SERVICE (CO#1) 1 EA 13 12" DIP WATER, CLSM BACKFILL 119 LF 14 1.5" IRRIGATION SERVICE (CO#1) 2 EA 15 4" SLEEVE (CO#1) 156 LF Sub-Total of Previous Unit — — — — — — — — — — — — — — — — — — — UN1T II: SANITARY SEWER IMPROVEMENTS Item Estimated Description of Items Unit No. Quanity 1 POST - CCTV INSPECTION 6975 LF 2 MANHOLE VACCUM TESTING 34 EA 3 MANHOLE ADJUSTMENTS. MAJOR 1 EA 4 TRENCH SFETY 6975 EA 5 TRENCH WATER STOPS 25 EA 6 4" SEWER SERVICE 158 EA 7 8" SEWER PIPE - SDR 26 6975 LF 8 8" SEWER PIP, CSS BACKFILL 528 9 TRENCH WATER STOPS 33 EA 10 EPDXY WATER STOPS 337 VF DOE Number 4289 Estimate Number 1 Payment Number 1 For Period Ending 12/8/2025 Unit Cost Estimated Completed Completed Total Quanity Total $5,500.00 $71,500.00 13 $71,500.00 $6,500.00 $32,500.00 5 $32,500.00 $2.00 $12,992.00 6496 $12,992.00 $9,500.00 $26,258.00 2.764 $26,258.00 $62.00 $328,166.00 5293 $328,166.00 $102.00 $122,706.00 1203 $122,706.00 $6,500.00 $91,000.00 14 $91,000.00 $2,500.00 $2,500.00 1 $2,500.00 $1,400.00 $221,200.00 158 $221,200.00 $2,500.00 $42,500.00 17 $42,500.00 $4,500.00 $27,000.00 6 $27,000.00 $1,500.00 $1,500.00 1 $1,500.00 $142.00 $16,898.00 119 $16,898.00 $2,000.00 $4,000.00 2 $4,000.00 $24.00 $3,744.00 156 $3,744.00 $1,004,464.00 $1,004,464.00 Unit Cost Estimated Completed Completed Total Quanity Total $3.00 $20,925.00 6975 $20,925.00 $200.00 $6,800.00 34 $6,800.00 $5,500.00 $5,500.00 1 $5,500.00 $2.00 $13,950.00 6975 $13,950.00 $500.00 $12,500.00 25 $12,500.00 $850.00 $134,300.00 158 $134,300.00 $72.00 $502,200.00 6975 $502,200.00 $102.00 $53,856.00 528 $53,856.00 $500.00 $16,500.00 33 $16,500.00 $485.00 $163,445.00 337 $163,445.00 Tuesday, December 16, 2025 Page 2 of 5 City Project Numbers 104829 Contract Name NORTHPOINTE WEST PHASE 1B Contract Limits Project Type WATER & SEWER Project Funding 11 4' MANHOLE 12 4' EXTRA DEPTH MANHOLE 13 20" STEEL ENCASEMENT 14 CONNECT TO EXISTING 4' MANHOLE 15 CONNECT TO EXISTING 8" SEWER MAIN SYSTEM Sub-Total of Previous Unit DOE Number 4289 Estimate Number 1 Payment Number 1 For Period Ending 12/8/2025 35 EA 86 VF 20 LF 2 EA 1 EA $4,500.00 $157,500.00 $225.00 $19,350.00 $240.00 $4,800.00 $10,500.00 $21,000.00 $5,500.00 $5,500.00 $1,138,126.00 35 $157,500.00 86 $19,350.00 20 $4,800.00 2 $21,000.00 1 $5,500.00 $1,138,126.00 Tuesday, December 16, 2025 Page 3 of 5 City Project Numbers 104829 Contract Name NORTHPOINTE WEST PHASE 1B Contract Limits Project Type WATER & SEWER Project Funding Contract Information Summary Original Contract Amount Change Orders Change Order Number 1 DOE Number 4289 Estimate Number 1 Payment Number 1 For Period Ending 12/8/2025 $2,136,346.00 $6,244.00 Total Contract Price $2,142,590.00 Total Cost of Work Completed $2,142,590.00 Less % Retained $0.00 Net Earned $2,142,590.00 Earned This Period �2,142,590.00 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 $2,142,590.00 Tuesday, December 16, 2025 Page 4 of 5 City Project Numbers 104829 Contract Name NORTHPOINTE WEST PHASE 1B Contract Limits Project Type WATER & SEWER DOE Number 4289 Estimate Number 1 Payment Number 1 For Period Ending 12/8/2025 Project Funding Project Manager NA Inspectors D.WATSON � PEDDIBHOTLA Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH � TX 76119 City Secretary Contract Number Contract Date Contract Time 18o WD Days Charged to Date 323 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 Less % Retained Net Earned Earned This Period $2,142,590.00 Retainage This Period $0.00 Less Liquidated Damages � Days @ $0.00 / Day LessPavement De�ciency Less Penalty Less Previous Pavment Plus Material on Hand Less 15% Balance Due This Payment $2,142,590.00 $0.00 $2,142,590.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,142,590.00 Tuesday, December 16, 2025 Page 5 of 5 Docusign Envelope ID: OD1A78AD-F210-48FC-8189-BCF560BA5E8F DEVELOPER-AWARDED-PROJECT CHANGE ORDER PROJECT NAME: CONTRACT: C FA # CITY PROJECT # CITY SECRETARY CONTRACT # FID # X# FILE # INSPECTOR: PROJECT MANAGER: Northpointe West Phase 1B Water, Sewer, Paving, Street Lights, & Drainage Improvements 23-0145 � CITY PARTICIPATION:I 104829 N/A 30114-0200431-104829-E07685 27963 W-3028 CHANGE ORDER No: No 1 Sri Peddibhotla Phone No: (682) 718-6979 Ram Tiwari Phone No: (817) 392-2237 CONTRACT UNIT WATER SEWER DRAINAGE PAVING STREET LIGHTS Developer Developer Developer Developer Cost City Cost Developer Cost, City Cost Cost City Cost Cost City Cost Cost City Cost ORIGINAL CONTRACT $998,220.00 $0.00 $1,138,126.00 $0.00 $783,820.00 $0.00 $1,623,678.00 $0.00 $329,043.50 $0.00 EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CONTRACTTO DATE $998,220.00 $0.00 $1,138,126.00 $0.00 $783,820.00 $0.00 $1,623,678.00 $0.00 $329,043.50 $0.00 AMOUNT OF PROP. CHANGE ORDER $6,244.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 REVISEDCONTRACTAMOUNT $1,004,464.00 $0.00 $1,138,126.00 $0.00 $783,820.00 $0.00 $1,623,678.00 $0.00 $329,043.50 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $1,004,464.00 $1,138,126.00 $783,820.00 $1,623,678.00 $329,043.50 REVISED COST SHARE Dev. Cost: $4,879,131.50 City Cost: $0.00 TOTAL REVISED CONTRACT $4,879,131.50 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY UNIT 12 9999.0001 (1.00) EA 14` 9999.0002 2.00 EA 15* 9999.0003 156 LF � � Asterisk (*) indicates New Pay Item Revised: 12-17-2018 � � CONTRACT DAYS 210 210 210 U� IT I: WATER IMPROVEMENTS Developer ITEM DESCRIPTION CFW Unit Price UNIT PRICE Cost Ciry Cost TOTAL 9999.0001 1" Irrlgation Servlce $1500.00 ($1,500.00) ($1,500.00) 9999.0002 1.5" Irrigation Service $2000.00 $4,000.00 $4,000.00 9999.0003 4" Sleeve $24.00 $3,744.00 $3,744.00 TOTAL UNIT I: WATER IMPROVEMENTS 6 244.00 0.00 $6,244.00 � � � � � i . REVIEWED By TIWAR/R at 11:01 am, Aug 09, 2024 Page 1 Docusign Envelope ID: OD1A78AD-F210-48FC-8189-BCF560BA5E8F REASONS FOR CHANGE ORDER Irrigation services and sleeve locations revised to coordinate with proposed locations in Phases lA and 2. RECOMMENDED: LJA Engineering, Inc. By: �Uwu. Shw�n Name: Vince Stanko. PE Title: Project Manager APPROVAL RECOMMENDED: CFW- Water Departmenf By: N/A Name: RECOMMENDED: CFW- `Contract Compliance Manager By: Name: Ram Tiwari Title: Senior Professional Engineer M&C Number: M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction r � By' I`�'��u�� Name: Jennifer Eller Title: Authorized Acaent APPROVED: CFW- Assistant City Manager By: N/A Name: Title: ATTEST APPROVED: Conatser Construcfion TX, L. P. By: �P�^arko�ws Name� Brock Huggins Title: President APPROVED AS TO FORM AND LEGALITY: CFW- Assistant City Aftorney By: N/A Name: Title: * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible N/A for the monitoring and administration of this contract, include ensuring all pertormance and reporting requirements. 0 There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract REVIEWED By TIWAR/R at 11:02 am, Aug 09, 2024 Revised: 12-17-2018 Page 2 817.288.1900 TBPELS F-1386 TBPELS 10110501 www.UA.com 3017 West 7th Street, Suite 300, Fort Worth, Texas 76107 July 26, 2024 Ram Tiwari, PE Senior Professional Engineer Development Services Department (IPRC) City of Fort Worth RE: Northpointe West Phase 1 B— Irrigation Service Revisions IPRC23-0145 Mr. Tiwari, This memo provides an overview of changes to the irrigation services and sleeves for Northpointe West Phase 1 B, resulting in plan revisions to the approved Phase 1 B(IPRC23- 0145) construction drawings. The changes to the plans include removing a service for an open space that has been removed and adding new services and sleeves to service the open space between Northpointe West Phases 1A & 1 B and the areas around the floodplain. Northpointe West Phase 1 B(IPRC23-0145) • Lot 2X Block 19 merged with Lot 35. Irrigation service for Lot 2X removed. • Long Irrigation service and sleeves added to serve open space between Phases 1A & 1 B. Service runs in parkway adjacent to lot 1 Block 24. • Additional services and sleeves added to serve central open space between Phases 1 B & 2 and open space west of Phase 1 B towards the flood plain. Should you require further clarification, please do not hesitate to contact me. Sincerely, V�� Vincent Stanko, PE Project Manager 214.620.2776 vstanko(a)lia.com LJA Engineering, Inc. \ � � o so ao so I � LEGEND "o'E: SANITARY SEN'ER i0 BE LOCATED AT CENiER OF LOT WITH WATER SERNCE 1' PROPOSE� SANRPRY SEWER LINE OFG PROPERTY LINE, UNLE55 NOIED OTHERWISE. PROPOSED SANITMY SEWER MANHOLE -•- WATER AND SANITARY SERNCES SHALL HAV£ A IAINIMUTA SEGARATION OF 10'. EXISTING SANITARY SEVIER LINE SANITARY SERVICES TO OPPOSITE SIOES OF THE STREET SHALL HAVE A MINIMUM EXISiING SANIiARY SEVIER MANHOLE O SEPARATION OF 5' Ai MAIN. PROPOSE� WATER LINE 5 6 J 8 9 PROPOSED GniE VnLVE �� nOp o ZIr� PROPOSE� FIRE HYDRANT + ROW ; � � � � I � ExiSiiNG wniER LirvE - w - CURB-. EXISTING WTE VALVE �. H'ATER LR" ` � I Ex�SiMG G�RE HYDRPNT 4 SEWER LINE �-r I- �� -� 1-��- INSTALL WAiER SERVICE WITHOUT METER - CVRB- � 1� � � � �W ,Iy/ J WATER NON-ttPICAL SERVICE LOCATION � ��I I�TMP SERVICE SEwER SERviCE 14 IS i6 I] 18 19 TYPICAL SERVICE LOCATION STA 1+00.00 WLfi- 1� -pFIRE HYDRANT ASSEMBLY (COFW DEiAIL µD120) INSERT GOLY PIG //5 � �\ � � � � � \ L � 30' UTLIIY E45EMENT NOT TO SCPLE 57A �;Q� 51 W��_ NOT TO SCALE STA 39t15.50 WL1= STA 39+35.50 WL1= INSTALL' 1>Ip8" PLUG GOR . 1- FIRE HYDRANT CONNECl10N TO SSEMBLv 1- 12" FLUG FOR FUTURE NORiHP01ME NOTES CONNECTION TO (COFW OEfAIL N�120) WEST GHASE 2 FUTURE NORiHPoINTE REMOVE POLY PIG �}9 1. COMRACTOR TO VERIFY EXISTING UTILIIY LOCATIONS, HOR20NTALLY REMOVE POLY3PiG //6 ___ --- T� � / 1 \ i� � _ AND VERTICALLY, BEFORE MAKING CONNECTION. l �� 2. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO EXISTING _ _ _ - - - - - - - - - r'- - � -----� �� WATER LOWERING MI � WATERLINES. NORTHFOINiE WEST -... \ SEE SHEEi 33 � 1 / � 3. THE WATER SYMBOLS ARE GR4PHIC IN NATURE. ALL STATIONS �5' WAiER FqCiLilv - � �HASE 2 �-- ,�� / (COR4 �ETAIL µ33 OS 12-D162) i/ // i CALLOUT THE EXACT LOCATION OF WAiERLINE FEATURES. EASEMENT � � � i � % 4. ALL WATERLMES ARE B" AwwA C-900 �R-t4 CLASS 200. � � / � _/ � �� 5. wATERUNES TO BE EXTENDED 20' BEYOND GATE VALVES AT END OF � �' J �� LINES. NORTHPOIME WEST FHASE 3 6. ALL WATER SERVICES SHALL BE 1" ttPE K COPPER. STn 39+05.51 WL1= ' i `�" 7. CONTRACTOR TO INSTALL MEfER BOXES FOR MEfERS 2" (INCHES) �rv��A��: --_ ;, - AND SMALLER (CIN TO INSTALL MEfER). 1- 12" GAiE VALVE � � 8. TOTAL NUMBER OF 1" WATER SERVICES TO BE INSTALLED = 158. &�x -� i 9. TOTAL NUMBER OF 1.5" IRRIGATION SERVICES TO BE INSTALLED = 2. STA 38t12.92 WL1='-- _ -''''"� � i � t 10 ALL FITTINGS ARE MECHANICAL JOiNT, UNLE55 OTHERWISE NOTED. STA 1+00�0 WL]= __ ��` 11. REFER TO SHEEf 33 FOR WATER LOWERING LOCATIONS AND DEfAILS. INSTALL ` � 12. SEE SHEEf 30 FOR ttPICAL FIRE HYDRANT ASSEMBLY INSTALUTION �-�2 K �2� TEE AND GATE VALVE LOCATION DEfAIL. 1- 1I" X B" RE�UCER \� �� 13 THIS WATER DISTRIBUTION SYSTEIA IAUST BE CONSTRUCTED IN INSERT POLY GIG �}6 � ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON INSERT POLY GIG �}9 � / ENVIRONMENTAL OUALITY (TCEO) RULES AND REGULATIONS FOR REMOVE POLY PIG }ft '� �\ PUBLIC WATER SYSTEMS 30 TEXAS A�MINISTRATNE CO�E (TAC) STn 38+55.83 wLt= �`� CHAGTER 290 SUBCHAGTER �. wHEN CONFUCTS ARE NOTED wITH a�. ----- r-- LOCAL STANDARDS, THE IAORE STRINGENT REQUIREIAENT SHALL BE Pi�0.5' DEFIECTiON � APPLIED. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, � C ERT k AT A MINIMUM, MEET TCEQ'S RULES AND REGUL4TIONS FOR PUBLIC 30' DRAINAGE FACILItt EPSENENT I I wATER SYSTEMS." �- - - -- -1-� 14. MAXIIAUM DEFLECTION ANGLE OF PIGE JOINTS SHALL BE NO IAORE � THAN 509. OF MANUFACTURER'S RECOIAIAENDATION PER �ESIGN �URISOICTiONAL FEANRE , CRRERIA SECTION5.6.1. /5 �ELINEATE� BY WA I I ENVIRONMENTAL DATED 15. ALL VERTICAL AND HORIZONTAL FITfINGS AND VALVES SHALL BE .,�J DESIGNED wITH RESTRAINED JOINTS IN ADDITION TO CONCREfE SEVTEMBER 2021 ... � I THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUGLINGS SHOULD BE �q ;��52.94 WL1- I USED TO SECURE ALL BRANCH VALVES TO FITfINGS. PER DESIGN INSTn�L I �� CRRERIA SECTION 5.6.3. �" 16. THIS DEVELOPMENT LOCATES WITHIN NSII AND NSIII PRESSURE PL4NES �- 12� ��.25 35 LF 2-0" AS A RESULT OF THE GRADES ON THE SUBJECT TRqCT. AREAS THAT HaRlz BENo IRRIGAiiON S�EEVE ARE IN THE NSII GRESSURE PLANE BV ELEVATION WILL BE SERVED BY STA 36 5 LINES FROM THE N5111 PRESSURE PL4NE IN AN EfFORT TO REDUCE STA 3)+49.60 WL1= �� REDUNDANT OR PAR4LLEL INFRASTRUCTURE FOR THE N511 PRESSURE Pi�0.5'�DEFLECTION PLAN. REFERENCE w5S-2021-173] FOR APPROVED wATER STUDY. ��ST �p^ >>.ps STa 36+65.1� wLt= HORIZ BEN� I ALL: PI 0.5' DEFLECTION STA 36+45.]J WL1= 10' GLOODGIAIN INSTALL I FASEMENT Pi 0.5'/DEFLECTiON ULTIMATE 100-YR � GLOODPIAIN � � NOTE: iHE CONiRqCiOR SHALL CONTACT THE FOLLOWING Ai LEAST � � 48 HOURS PRIOR TO E%CAVATING IN THIS PREA: STA 35+)3.30 WL1= 100-1R GEMA I FORT WORTH WATER DEFARTMENT 811-392-6296 GLOODPIAIN GIRE HYDRANT GORT WORTH TRANSPORTATION/PUBLIC WORKS 81)-392-8100 /�SSEMBLY GOR ALL OTHER FACILItIES www.texa5811.orq or 1-B00-SA5-6005 . (COFW �EfPIL #D120) /, I I �CONTRACTORS: YOU ARE 10 CnLL iHE Tx�OT INSPECTOR 48 HOURS PRIOR �� \�/ � -�� TO sTA3t nF �oNSiRucTON (SEE SPECS GOR CONTACT / \rJ '� NU1AeERsJ. � � �%�.'�; � � �i 1 �� SnNITARY SEWER EnSEMEM � �� C C.µ D204389�08 � � � ^ / � / VOL 16336. PG. 69 �� M1' �� O.P.RT.C.i. 60' SEWER FACILItt .� �f � 65' SnNRARv SEwER � EASEMEM I i� �� '-/I EASEAIENT BY PUT /. rvAqLL+63.2) WL1= .� .Z -� 3 I �/ t 12" CnTE VALVE I C iI} r 8 BO% � �� J /� � + �STA 35+46.JJ WL1= 100-YR GREDEVELOFlAENi ' � ' / ' FLOODGUIN INSTALL: �16� _ 114 ,� 1 -tt"XB'TEE � INSERT POLY PIG �}4 KEY MAP I REVIEWED I SCALE. t" = 500' l By 71WAR/R at H:Oi am, Aug 09, 2024 J rg m$ z5 ��`� �/�v ��NORTHPOIMEWESi �p 3 .... __ j.TA 1+1).49 WL)= /�/ � PHASE 2 N� �I(��iALL / 1- B" G4TE VALVE /� � �� J9 \� k BOx �/ /'� / SiA 38+40.31 WL1 - / . � ,., _X...5:�' - -- LAT 80, &'BOXZ GAiE VALVE _--�� /��ULTIMAiE 100-YR �� 21�� RCP ' _l�-&5" pRqINAGE «OODPLAIN � 1 � FACILIIY USEMEM � �0' FLOO�PUIN , i i � � _ / EASEMENT r � STA 38+31 91 WL1= I -- � i� R. ^mi /� / " INSiNLL / � I � I & ��....,� �PI 0.5' DEGLECTION � % � �I yI- � �STA 38+11.91 WLt- � I u � IN ALL' - I PI 0.5' �EFLECTON � I� I _ � � 25 24 � STA 3J�91.91 WL1- I 51' -J PIy0.5L�DERECTION � � ix -� STA 3J+OB.J2 WL1=� STP 3]+J1.91 WL1= IN ALL: � I � iN>wu: 1 - t.5' iRRiGaTiON SERviCE � - �2� >>_25� I OR2 BEN� I -_--_-_---_- ___ __________ � -� � � - � �-� ---_-I I I I ... _- -_-_- � . . � � � � % / -�--�� / / ��' �� / � WATER LOWERING $2 / SEE SHEEi 33 � (COFW �ETAIL //33 0.5 12-0162) / / / _ 0 =� FOGLINE BOULlARD n 0 �o � B" WL6 2� 22 WATER LOWERING �4 I. � 0, SEE SMEET 33 y(COFW DETAIL �33 05 2-D162) � T � �. � Y Y I • T 1 � 3� I STA 1+IJ50 WL5= I INSTALL 1 - 8" GATE VALVE & BOX I RIGHT-0E-WAV PAVEMENT B-B pQ rvm rvmi � rvM �vre FIRE HVDRANT � y H I � I� BENIND CURB ORu 3' MA% 9' 5' SIDEwALK - 'i , 4 IYPICAL �i I' - 5' 1� WALK STAN�ARD � --- CURB INLEf �.-.� NPICAL WASTEWATER MAIN `� STORM WATER MAIN (SOUTH & WEST) ( DRAIN (NORTH & EAST) TYPICAL UTILIN LOCATION N W _ � W Z J _ �--- � � � 0 O � O O � H Z O CIiY FRQIECT NO 104829 Z FID� 30114-0200431-104829-EO)685 %- 21963 m W- 3008 O MAPSCO N0. 32E-F � m IN If�g�2W.' - w Cilllu�[��o�nn�q. N BENCHMARKS: _ B�nj�1 d Ai THE IMERSECTION OF BOAT CLUB RD. AND FARK DR. 256't EAST OF CENTERLINE BOAT I CLUB R0. AND 66'3 NORTH CENTERLME PARK DR. IN iHE SOUTH SIDE OF A CONC. BASE i0 A H SINGLE POLE T.U. ELEC. TRANSIAISSION TOWER N TXE SELOND TOWER FROM THE EAST IN A SET w OF FOUR. � EIEv )90.291 w BMj�2 � X" CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BPRRICA�E LOCATE� ON NORTH SIDE OF BOAT CLUB ROAD, APPROXiMAiELv 49 GEEf GROM � CENIERUNE OF BOAi CLUB ROAD, AND ON THE d wEST SiDE OF THE EMRnNCE TO iHE BOnT CLUB � ROA� STORAGE FACILItt, SAID GOINT BEING APPRD%IMATELY 4 FEEf SOUTH OF SOUTHEAST � CORN=R OF THE CH41N LINK FENCE HWSING � NatuRA� GAS APPURTENaNCES. BM iS NO%IMAiELY I,Oa) iEEf FAST OF THE INTERSECTION OG CAPE ROYPLE DRIVE AND BOAT CLUB ROA�. ELEV 661.60' "X"�CLT DN NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE iNiERSECiIOry OG PnRK DRrvE ArvD BOnT CWB ROAO. APPRO%iMAIELv a6 FEEf EnSi OG THE CENTERLII.E OF BOAi CLUB ROAD, AND APPRO%IMATELY 61 FEET NORTH OF THE CENTERLIAE OF PARK DRNE SAID FOIM IS APPRO%IMATELV 66 FEEf NORTHEAST OF THE i�tERSEciioN OG PnRN DRrvE nrvp BOnT CWB - ELEV l9].44' - nnvmz.��aa��,�oxum,ce..os�e.E.mEo �e DATE REVISION BY WATER PLAN 3 6 5 6 J 8 �.0' S 0' S 0' 2.0'� 9 5 0, �1 � �- 2.0' -v � � 34 3y3 32 WATER LOWERINGT3 SEE SHEEf JJ (COFW �EfAIL �33 OS t2-Dt62) � � �`�1 � �� 31 30 29 28 2 NSihLL92.50 WL5- 1 FIRE HYDRANT ASSEAIBLY (COFN DETAIL p�120) Si fiL049J WL5- I1 AB� GATE VALVE h BOX MATCH LINE SHEET 15 1� �� 1 Plllli�i�� !��.1 CITY OF FORT WORTH TARRANT COUNTY,TEXAS � 8� o M1Centra � PM1one J09 62� Suile 4C0 26 �alla¢Tems]6208 FRN-FI386 WA PRQIECT ID M600-02�a DATE: JAN 2024 P �� OESIGN: WRIGXT � w DRAWN: SqNDiDGE Ru RauNx SCALE `g HOR2: 1"-40' .�,rory VERT: NIA SHEEf �3 �� 1 1 OF 9a SNEEfS � RIGHT-OF-WAV z PAVEIAENT B-6 i �� ,�- H j Y`, l`, � l', �� I e��s°�^� � - - NORA1 3' MA% 9' 5' SIDEWALK �~� ttGICAL 1 � 5� � /'. � WALK STANDARD J '�� CURB INLEf L.I tt%CAL 4� o zo ao eo -- WASTEWATER MAIN `� STORM WATER MAIN (SOUTH k WEST) 1 DRAIN (NORTH & EAST) �EGEND TYpICAL UTILITY LOCATION FROPOSED SANITAM SEWER LINE NOT TO SCPLE PROPOSED 54NrtARY SEWER unNNOLE - � - WATER LOWERiNG k6 J , � SEE SHEET 33 � (COFW �ETAIL k33 05 12-�162) 1 \ WATER LOWERING //l SEE SNEEf 33� (COGW DEfniL a33 OS 12-�t62) \ 16 15 NSiALL8635 WL6- It - 8" GATE VALVE & BOX E%ISTING SANITARY SEWER LINE STA Bi68.&3 WL6= STn 6Lt9.96 wL6= � EXiSTirvC SANiTnRY SEWER '.wrvHOLE O INSTPLLuu.uu w�n= Zy � p8' tt.25' NORiZ BErvp \ FROPOSED WATER LINE � 1- 8" % 8" TEE 6 PROPOSED GAiE VALVE �� SiA 1Ji13.85 WL4= INSERT POLY PIG W) y '� FROPOSED FIRE HIDRANT + >�A �tY/.bJ wLO= STA 8+36 33 WL6= T '�� EXiSTirvG WATER LiNE - w - INSTALL irvsinu . 1- 8" X 8" TEE 1- 8� GAiE VALVE E%ISTING GATE VALVE � REMOVE �OLY GIG �3 k BO% y � � ULtIMATE 100-1R EXISTING FIRE HYDRANT FLOO�FWN �\ INSTALL WATfR SEMICE WITHOUT IAEiER - NTA LL 42 l� WL6- � 3 0 r $ JURISDICTIONAL FEAiURE I� AB" G4TE VALVE NON-TPICAL SERVICE LOCATION � AS �ELINEAtEo BY WA � NOTES: EAVIR�NMENiAL �ATED � BOX m �[ SEPiEMBER 2021 � 1` 1. CONTRACTOR TO VERIFY EXISiNG UTILITV LOCATIONS. HORIZONTALLY N 1 AND VERTICALLY BEFORE MAKING CONNECTION. 2. ALL CLEANING WYES TO BE REMOVEO WHEN CONNECTING TO E%ISTING � �\ t� '� 5 ?1 WATERLINES. � _ _ � � \\ �" 3. THE WATER SVMBOLS ARE GRAPHIC IN NATURE. ALL STATIONS � rvORiHPOiNTE wEST ` �\ ` � CALLOUT THE E%ACT LOCATION OF WATERUNE FEATURES. 10' FLOODPIAIN PHASE 2 x\� � 4. ALL WATERLINES ARE 8" AWWA C-900 DR-14 CLA55 200. EASEMENT �\, 5 LINESRLINES TO BE EkTENDED 20' BEYOND GATE VALVES AT END OF FACILITY FASEMENi� �y�� . � c 6. ALL WATER SERVICES SHALL BE 1" ttPE K COPPER. ]. CONiRACtOR TO INSTALL METER BOXES FOR METERS 2" (MCHES) � FOGLINE BOULEVARD ANU SM�L_ER (Cltt i0 INSTALL METER). 8. TOTAL NUMBER OF 1" WAiER SERVICES TO BE INSTALLED = 158. � 8' WL6 9. TOTAL NUMBER OF 1.5" IRRIGATION SERVICES TO BE INSTALLED = 2. 10. ALL FITfINGS ARE MECHANICAL JOINT, UNLESS OTHERWISE NOTED. - - it. REFER to SHEEf 33 FOR WATER LOwERING LOCATIONS AND DETAILS. 12. SCC SIICC- 30 FOR ttGICAL �IRE HYDRANT ASSEIABLY INSTALlATION - AND GATE VALVE LOCATION DETAIL. I 13. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN STA 4t61.51 WL6= ACCOROANCE WITH THE CURRENT TEXAS COMMISSION ON INSiALL: ENVIRONMENTAL QUALIN (TCEO) RULES AND REGUV.TIONS FOR - g' i125' HORiZ BF1D PUBLIC WATER SYSTEMS 30 TE%AS ADMINISTRATNE CODE (TAC) �y� pp CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH I LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE I APPLIE�. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, I AT A MINIMUM, MEEf TCEQ'S RULES AND REGULATIONS FOR PUBLIC � WATER SYSiEMS." � 14. MAXIMUM DEFLECTION ANGLE OF PIGE JOINiS SHALL BE NO IAORE � THAN 509. OF MANUFACTURER'S RECOIAMENDATION PER DESIGN '" � CRITERIA SECTION5.6.1. � 15 ALL VERTICAL AND HORIZONTAL FITfINGS AND VALVES SHALL BE / 11 t9 ta Sin 5+52.65 WL6= � 1�� pFIRE HYDRANi ASSEMBLY (CON/ DEfAIL �D120) DESIGNED wITH RESTRAME� JOINiS IN ADDITION TO CONCREiE � � THRUST BLOCKING. ANCHOR iEES OR ANCHOR COUPLINGS SHOULD BE W I - USED TO SECURE ALL BRANCH VALVES TO FITTINGS, PER DESIGN = � CRITERIA SECTION 5.6.3. (/i � 2� 16. THIS DEVELOPMENT LOCATES WITHIN NSII AND N5111 PRESSURE PLANES � AS A RESULT OF THE GRADES ON THE SUBJECi TRACT. AREAS THAT W I ARE IN THE N511 PRESSURE PL4NE BY ELEVATION WILL BE SERVED BY Z I LINES FROM THE N5111 PRESSURE PL4NE IN AN EFFORT TO REDUCE J I i RE�UN�ANT OR PARALLEL WFRASTRUCTURE GOR THE NSII PRESSURE x. I PLAN, REFERENCE WSS-2021-1]3] FOR APPROVED WATER SiU�Y. = I I U i - NOiE: iHE CONiRACTOR SHALL CONTACT iHE FOLLOWING Ai LFAST Q �� I �2 �3 68 HOURS PRIOR TO E%CAVATING IN 1N15 ARFA: � I - FORT WORTH WATER DEGARTM M 81J-J92-829fi 5 � � I I FORT WORTH TRANSPORTATION PUBLIC WORKS 811-392-B100 _ GOR ALL OTHER iACiLrtiES www.texos8lt.org or 1-800-545-6005 y �- � � CONiRACTORS: YOU ARE i0 CALL THE TxDOT INSPECTOR 68 HOURS PRIOR i TO SiART OF CONSiRUCiiON (SEE SPECS GOR COrvTnCT p _ NUMBERS). F o m M IAREN AVEN E� _ E3 // � � L � �: 26 I 2A 23 � �� % � � I � � 5 � SSTALL+05.04 WLS- ?3 �`, �� I 1�- 8" 11.25' HORIZ BEN� 16� /1�l I �� - � I MATCH LINE - KEY MAP SHEET 15 ov SCALE: 1 = 500' f�J m rvOTE: SANITARY SEWER TO BE LOCATE� AT CENTER OG LOT WITH WATER SERVICE 1' OGF PROPERIY LINE, UNLESS NOTED OTHERWISE. WAiER AND SANRARY SERVICES SH4LL HAVE A MINIMUM SEPARATION OF 10'. SANrtARY SERviCES i0 OPPOSiiE SiDES OG THE STREET SH4LL H4VE A MiNiuUM SEPARAiION OG 5' Ai MAIN. 5 fi l 8 9 0' I lYP ��r cuR��_ Q � Q � r� �. WAiER LI = T�� I L 11 SEWER LiNE��III� -�'- I - i� - CUR6-� �. I '� �� ROwJ 'c I / � WATER '� �� SERVICE SEWER SERVICE � I NP � 14 15 16 1) 18 tg NTAq8+62 63 WL6 � TYPICAL SERVICE LOCATION Ii - FRE HYDRANi ASSEMBLY NOT TO SCALE /(COFw DEfAIL kDt20) r 2 m .m � O BOV�� \ Nv 36 / T - VATER LOWERiNG b5 /�� SEE SHEET 33 � (COR4 �ETAIL N33 05 12-�162) C v 3] \ � \ STA i6+]].11 WL4= T � IN A�� L 1 - 8" GATE VALVE � eox 35 38 t - 8" .25' NORi2 BEND \ / 34 � �� STA 1�449.39 WL5= �INSTALL: 1 - 8" % 8" TEE REMOVE POLY PIG �4 33 �\ . /'� SiA 14i32.91 WL4=. � �� I'NSiAFIRE HYDRANi ASSEMBLY (COfW DETAIL MD120) /� 32 � i �� ` N 1� - � _ \ \ \N� � Y� 19 \ � 29 20 0�8 � � 21 N A LO+t i.80 WLS= �� p� p8" CaTE vnLVE \ & BOX �i MAT��HEET 14 31 / STA 14+OB.13 WL4= INSTALL: �I - 8� GATE VALVE � & BO% 30 � 29 � 8 \ ��, � A � / T SiA t+32.50 WLB= INSiALL: 1 - 8" GATE vALVE k BOx l/ 3 � O N O � O O � H Z CIiY FROJECT NO 104829 O FID: 30114-0200431-104829-EO)685 W- 2]963 m - 3008 O MAPSCO N0. 32E F � � m x i:,�5�lew.- w lCi��eAai;e�o�i�:il�i[� (n i BENCHMARKS: _ BMN1 d AT THE IMERSECiION OF BOAT CLUB RD. AND PARK DR. 256't EAST OF CENTERLINE BOAT I CLUB RD. AND 66't NORTH CENTERUNE PARK DR. M iHE SOUTH SiDE Oi A CONC. &45E i0 A� SINGLE GOLE T.U. ELEC. TRANSMISSION TOWER � THE SECOND TOWER FROM THE EAST IN A SEf w OF FOUR. � ELEV 190.291 w BMNZ � "X" CUT IN CONCRETE STRIF HOUSING THE Z TRAGFlC BARRiCADE LOCAIED ON NORTH SiDE OF BOAT CLUB ROAD. APPROXIMAiELY 49 FEEf FROM � CErvTERUNE OF BOnT CLUB ROnD, nND ON 1NE d WEST SIOE OF THf ENiRANCE TO THE BOAT CWB = ROAD STORAGE FACILItt, SAID FOINT BEING � AVPROXIMATELY 4 FEEf SOUIH OF SOUTHFJST � CORNER OG iHE CHnIN LINK GENCE HOUSING � � NAiURAL GAS APPURTENANCES. BN IS z �� APPRO%IMAiELY 1,06) GEEi EASi OF iHE � INTERSECTION OF CAFE ROYALE �RNE AND BOAT Z CLUB ROAD. ELEV 66t.60' ` BMjj3 � A X" CUT ON NORIHEAST CORNER OF PN ELECTRIC !� VAULT LOCATE� AT NORTHEAS� C�RNER OF THE � INTERSECiION OG PARK DRIVE AN� BOAT CLUB ROAD. APPRO%IMATELY 66 FEEf EAST OF THE �� P� CENTERUNE OF BOAT CLUB ROAD. AND � AGPROXIMAiELY 61 FEET NORTH OF THE CEN ER�JAE OF PARK DRNE. SAID GOIM IS APPROXIMATELY 66 FEEf NORTHEAST OF THE LOWERING N8 iNTERSECiiOry OG PARK DRrvE nN� BOnT CLUB IEET S3 ROAp. �ETQIL ,�33 OS 12-D162) � - ELEV 191.44' - J9 \ � 5 P� � �[ v QD o \O � 6T T � �n ,� 0 -� / . ' � � La 9 W 4t STA 6+51.2] WL8= N ALL: i B' 45' HORIZ BEND � 42 � STA 4+56.45 WLB- Z'9 qs IN ALL 1- 8" 22.5' HORIZ BEN� REVIEWED By T/WAR/R af 11:01 am, Aug 09, 2024 / � 43 i.i 44 \ � Y STP 4+69 69 WLB- IN AL'�5� 1- B" 22.5' HOR2 BEND 19 / � NORTHVOIME WEST GHASE 1A � �VATER PLAN � 1��11�T�'I1P�C�1�1�T�`]E YWL�ll �1llA�� CITY OF FORT WORTH TARRANT COUNTY,TEXAS 6G� or�il C�enra v�pes � Phone J69 6210I10 Suile 4C0 �alles.Terzs]52f16 FRN-FI386 WA GRQIECT ID Ni600-020a �ATE: JAN 2024 °� � DESIGN: WRIGHT DR1WN: SANDIDGE SCnLE HORZ: 1'-40' VERi: N/A rz3 zoia SHEET OF 94 25HEE15 eg �3 3� wIr lV � 0 20 �o e0 � LEGEND PROPOSED SnNITARY SEwER LINE - - PROFOSE� SANITARY SEWER MANHOLE • EX�STMG SnN�inRY SEWER L�rvE - - EXISTING SPNITARY SEWER MPNHOLE O PROPOSED WAiER LINE PROFOSE� GATE VALVE �� PROPOSED FIRE HYDRANT EXISTING WATER LINE w E%�STING CaIE vaLVE � EXISTING FIRE HY�RANi INSiALL wATER SERVICE WITHOUT MEfER - NON-ttGICAL SERVICE LOCATION � NOTES: 1. COMRACTOR TO VERIFY EXISTING UTILItt LOCATIONS, HOR20NTALLY AND VERTICALLY, BEFORE MAKING CONNECTION. 2. ALL CLEANING wVES TO BE REMOVED wHEN CONNECTING TO ExISTING WATERLINES. 3. THE WATER SYMBOLS ARE GRAPHIC IN NATURE. ALL STATIONS CALLOUT THE ExACT LOCATION OF WATERLINE FEATURES. 4. ALL wATERLMES ARE 8" AwwA C-900 �R-t4 CLASS 200. 5. wATERLMES TO BE EXTENDED 20' BEYOND GATE VALVES AT END OF LINES. 6. ALL WATER SERVICES SHALL BE 1'" TYPE K COPPER. J. CONTR4CTOR TO INSTALL METER BO%ES FOR METERS 2" (INCHES) AND SMALLER (CIN TO INSTALL MEfER). 8. TOTAL NUMBER OF 1" WATER SERVICES TO BE INSTALLED = 158. 9. TOTAL NUMBER OF 1.5" IRRIGAiION SERVICES TO BE MSTALLED = 2. 10 ALL FITTINGS ARE MECHANICAL JOINT, UNLE55 OTHERWISE NOTEO. 11. REGER TO SHEEf 33 FOR WATER LOWERING LOCATIONS AN� DEfAILS. 12. SEE SHEEf 30 FOR IYPICAL FlRE HY�RANT ASSEMBLY INSTALLATION AND GATE VALVE LOCATION DEfAIL. 13. THIS WATER DISTRIBUTION SYSTEIA MUST BE CONSTRUCTED IN ACCORDAVCE WITH THE CURRENT TEXAS COIAMISSION ON ENVIRONMENiAL QUALI7V (TCEQ) RULES AND REGULATIONS FOR Pu9llC WA1FR S�STFMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPiER 290 SLBCHAPTER D. WHEN CONFUCTS ARE NOTE� WIiH LOCAL SIANUAHUS, I-1t MORE STRINGENT REQUIREMENT SHALL BE APPLE�. CDNSTRUCTON FOR PUBLIC WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEp'S RULES AND REGUL4TION5 FOR PUBLIC WATER SYSTEMS." 14. MAXIMUM DEFLECiION ANGLE OF PIPE JOINTS SHALL BE NO MORE THAN 50% OF MANUFACTURER'S RECOMMENDATION PER DESIGN CRRERIA SECTION5.6.1. 15. ALL VERTICAL AND HORIZONTAL FITTiNGS ANO VALVES SHALL BE DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCREfE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. PER DESIGN CRRERIA SECTION 5.6.3. tfi THIS DEVELOPMENT LOCATES WITHIN N511 AND N5111 PRESSURE PUNES AS A RESULT OF THE GRADES ON THE SUBJECT TRACT. AREAS THAT ARE IN THE NSII PRESSURE PLANE BY ELEVATION WILL BE SERVED BY UNES FROIA THE N5111 PRESSURE GUNE IN AN EFFORT i0 RE�UCE REDUNDAM OR PARALLEL INFRASTRUCTURE FOR THE N511 PRESSURE PL4N, REFERENCE WSS-2021-1737 FOR APPROVED WATER STU�V. NOTE: THE COMRACTOR SHALL CONTACT THE FOLLOWING AT LUST 48 HOURS GRIOR TO E%CAVATING IN THIS AREA' FORT WORTH WATER DEFARTMENT 81J-392-8296 GORT WORTH TRANSPORTAiION/PUBLIC WORNS 81)-392-8100 FOR ALL OTHER FACILITES www.texas811.org or 1-800-565-6005 CONTRACTORS: YOU ARE TO CALL RiE Tx�OT INSPECTOR 48 HOURS �RIOR TO S1AR1 OF CONSTRLCII�A (SEE SPECS FOR CONTACT nuMeERs) NJNE: sn nRY SEwER TO BE LOCniED nT CENIER OG LOT wrtH waTER SERViCE t' oFF vROPERtt LiNE. UNLESS NOiED OTHERwISE. WATER AND SANIiARY SERVICES SHALL HAVE A NINIMUM SEPARATION OF 10'. SANI'ARY SERVICES TO OPGOSIiE SIDES OF THE SiREET SHALL HAVE A NINIA1lIM S-f'ARATION OF 5� AT MAIN. 5 6 l 8I� 9 NP \�r ROW-\ �k Q� �k � f� Q CURB v� wAr�R �� _ -� I � 1- � sEwER urvE�� - �R�� E �t I �! �! �t � WAiER � 0 SERNCE sFwFre seavice TMo � 14 15 I6 1� 18 19 � TYPICAL SERVICE LOCATION uor ro scn�e / � � . � . J ��•yyy� RIGHT-0E-WAY 1L 1JI Z , 1 S %- PAVEMENT B-B �� c � �4 � 4 � � �4 ��4 Iy-I� FIRE NYDRnNT � V� - �� 1'y I��I I�Mi � i J1�T#PO�T'1I I gEHiND CURB n I I NORM 3' � MAX 9' KEY MAP 5 sioewn�K- i; °„ - _ naicn� / s. �. /' WALK SCALE: 1" = 500' STANDARD J'�--!' --- CURB INLEf �.-� NPICAL 4 WASTEWATER MAIN WAiER MAIN (SOUTH & WEST) � SDRAIN (NORTH & EAST) TYPICAL UTILIN LOCATION NOT TO SCALE NTAqLL52.50 WL9= I- 8' PLUC �5� WAiER GACILItt REMOVE POLY PIG k8 -� EqSEMENi Sin 1+t].50 wL9= NORTHPOINTE WEST IN PLL' PH45E 2 � �� & BO%^ ^�^TE vPLVE I y �y I I~� / " VI v T I STA tL13.50 WL9= ].D' � n � II 1].5' 2 �1 - t.5" iRRiGATIiN SERN;E T I T �fii+000i1'�iL9=�� NTA 11+8J 66 WL6= I STA 11+30 49 WLB- A�� I NSTALL: � 1- 8" GATE VALVE I . 1- 8" X 8" TEE & BOX 3 REMOVE POLY PIG �5 I 9 �0 �� REMOVE POL7 PIG �`� INSERT POLY PIG j�8 � I 5.0' � � �~ �I 1 ry / i I o WLib �.2 . _ _ � � � • � SD2 [4 K(:P / - FOGLINE BOULEVARD � STn tt+1�.61 wL6=/ }J 10 � �l\ I �� pF�RE HYDRANi ASSEMBLv L - I_ I COFW DEfAIL �D120) � 12 � 58 I 6.2" � I wPiER LOWERMG µ9 � ^ _ SEE SHEEf J� I I I (COFVI DEfAIL #33 OS 12-D162) 6.2' WAIER LOWERING g10 SEE SHEEf 33 � 11 SJ (CORv �EfAIL �`33 �5 '�- �) I w - �,fs = u' I I w .k � STA 9+]1.]5 WLB= I I Z �0 IN ALL: I J 1- 8" 11.25' HORR BEND I I I = I V.,.. zs� i � , � B-B 10.5' GIPELME AND ACCE:S EASEMENT � 9 ROW 55 C.C.,4 D220334415 I� � � I $.. WL8 �� . � 46 4J � 49 STA 6+}a.4t WLB= I'N ALL: 8" GnTE vaLVE & BO% �STA 6+21.95 WLB= �rv>�pFIRE HYpRANT ASSEMBLY (covw o�rna goizo> NORTHPOINiE WEST PwSE tA � �...\ i � > �, so 51. _ � o.v R.T.c r. TEMP. CONSTRUCTIIN EASEMENT Sq C.C.� D2201 1 1 486 CC.� 2 2 0259 243 O.P.R T.C.T �l SEVIER FACILItt EASEMEM 51 C.0 X D221090356 O.P.R T.C.T. ({I/ �I STA )+)9.05 WL6=�/ /� IINSiNL�I I 25' HORIZ BEND / 52 � - 8' a5' NORiZ BEND � / JU�RI \ �9 C� STA )+59.22 WLB= INSiALL: II i i- 8' 22.5' NORR BErvD REVIEWED By TIWARIR at 91:01 am, Aug 09, 1024 I I �fl I I � I I I NORTHPOINTE WEST PHASE IA I j � I � i I � I II / I I I �i I / I � I 1 � I � � I ��I I j I r I I u I Y= I I I Y. I � I � - I L IT_y I I I I � i i i N � / � I I I I / r I I �, i .. I � � � � I I � ' I I I � � �I `� ; I � i � /I ll /� /� ,� I � II / i� i / \ I I \ � NOR1HPOIME WEST � � PHASE 1A \Ij' \ / I 41 , � . �J I I/X.„L:i � I � 0 N O � O O � H O CIiY GROJECT NO. 104829 Z FID: 3�114-0200431-104829-EO]685 W- 2]963 m - 3008 O MAPSCO N0. 32E-f � m I H� w iC:��lief�a.re�o�i�,il�i[�� (n Q BENCHMARKS: _ BMN1 d AT THE INTERSECTION OF BOAT CWB R� AND PARK DR. 256't EAST OF CEMERLINE BONT I CLUB RD. AND 66't NORiH CENTERUNE PARK DR. iN iHE SOUTH Si�E OG n CONC. &45E i0 n H SINGLE GOLE T.U. ELEC TRANSMISSION TOWER � THE SECOND TOWER FROM THE EAST IN A SEf w OF FOUR. � ELEV 190.291 w BMM2 � "X" CUT IN CONCRETE STRIF HOUSING THE Z TRAGFlC BARRiCADE LOCATED ON NORTH SiDE OF BOAT CLUB ROHD. APPROXIM4TELY 69 FEEf FROM � CErvTERUrvE OF BOnT CLUB ROnD, nND ON THE d WEST SIDE OF THf ENTRANCE TO THE BOAT CWB = ROAD STORAGE FACILIiY, SAID FOINT BEING � AVPROXIMATELY 4 FEEf SOUIH OF SOUTHEAST � CORNER OG iHE CHAIN LINK GENCE HOUSING � NAiURAL GAS APPURTENANCES. BM IS APPRO%IMAiELY 1,04) FEET EAST OF iHE INTERSECTION OF CAFE ROYALE �RIVE AND BOAT CLUB ROAD ELEV 66t.60' BMj�3 "X" CUT ON NORIHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAS� CORNER OF THE IMERSECTION OG PARK DRIVE AND BOAT CLUB VV�20%IMATELY a6 iEEi EAST OF THE CEN�ER InE OF BOAT CLUB ROAD. AND APPROXIMATELY 61 FEET NORTH OF THE CEN ER�J�E OF PPRK DRNE. S41D GOIM IS APPROXIMATELY 66 FEEf NORTHEAST OF iHE iNtERSECTiory OG PaRK DRrvE nND BOnT CLUB aoao. - ELEV 191.44' - /i�/� �niamuipx s[axc[s wom nae �DAI� REVISION HY �VATER PLAN 1��11�T�'I1P�C�1�1�T�`]E v w L��' �� CITY OF FORT WORTH TARRaNTCOUNTY,TEXAS � or�i� � Phane J69 6210I10 swie 400 oaoas.re.�s�sws FaN-Fisea WA GRQIECT ID NT600-0204 DATE: JAN 2024 °� � DESIGN: WRIGHT DRAWN: SANDIDGE SCnLE HORZ: I'-40' VERi: N/A SHEEf R3 ��a 13 OF 94 SNEEfS I N � 0 20 40 80 � LEGEND PROPOSE� SANITPRY SEWER LINE PROPOSED SnrviTnRY SEwER MwrvHOLE - � - EXISiING 54NITARY SEWER LINE EXISiING SaNIiARY SEwER MnNHOLE � PROPOSE� WATER LINE PROPOSED G4TE vaLVE �� PROPOSE� FIRE HYORANT EXiSiwG wAiER LirvE - - EXISiING GATE VPLVE � W ¢ EXiSiwG FlRE HYDRANT INSTALL wAiER SERVICE wITHOUi NEfER - NON-1YPICAL SERVICE LOCATION � ftIGHT-OF-WAY rca PAVEMENT B-B "r I�+5�jI I Nvm N m4 � �vrn4 �yrn4 I FlRE HYDRANT �~ � I II II� BEHIND CURB NORN 3' yy�^^�^��^��q�� MAX 9' 5' SIDEWALK - i� � � � TYPICAL / q' �� /I �� W LK STANDARD J '�--:' "-- CURB INLET �.-� NPICAL 4 WASTEWATER MAIN `� ST�R� WATER MAIN (SOUTH & WEST) O DRAIN (NORTH & EAST) TYPICAL UTILITY LOCATION NOT TO SCALE NOTE: SArviTnRY SEY/ER i0 BE LOCnTE� nT CErvTER OF LOi wiiH wnlER SERViCE t' OGG PROPERtt LINE, UNLE55 NOTED OTHERWISE. WAiER AND SnNRARY SEMICES SiNLL HAVE A MINIMUM SEPARnT10N OF 10'. SANITARY SERVICES TO OFPOSRE SIDES OF THE STREET SHOLL HAVE A MINIIAUM SEPARAiION OG 5' Ai MAIN. 5 n6P I J� �� 9 T ROW � CURB-� �" � 1 �I-� � � � WATER LI": - � I- � L�I -I � - � � SEWER LINE� WRB-'� ROwJ � � �' �' � � WATER � � SEMICE SEwER SEMiCE nP 14 15 16 iJ 18 19 TYPICAL SERVICE LOCATION NOT TO SCALE NOTES: 1. CONTRACTOR TO VERIFY EXISTING UTILIIY LOCNiIONS. HORIZONTALLY AND VERTICALLY, BEFORE IAAKING CONNECTION. 40' PIFELINE FASE�nENi 2. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO EXISTING WATERLINES. � (AFGROX. LOCaTiON) 3. THE wATER SYMBOLS ARE GRAPHIC IN NATURE. ALL STATIONS Vo�. 3408, PG. 33 CALLOUT THE EXACi LOCATION OF WAiERLINE FEATURES. O.P.R.T.C.T. 4. ALL WATERLMES ARE 8" AWWA C-900 DR-14 CLA55 200. �� 30' PIPEUNE EASEMErvT 5. WATERLINES TO BE EXTENDED 20' BEYOND GATE VALVES AT END Of / , VOL 5051. PG. 9l LiNES. O.G.R.i.C.T. 6. ALL WATER SEMICES SHALL BE 1" ttPE K COPPER. ' � - ]. CONTRACTOR TO INSTALL MEfER BOXES FOR MEfERS 2" (INCHES) � AND SAMLLER (CITY TO INSTALL METER). "' c�'c/ 9. TOTAL NUMBER OF 1.SWIRRIGATEONISERVIOE5ET0 BEAINSDALLEDB= 2. 4� � 10. ALL FITiINGS ARE MECHANICAL JOiNT, UNLESS 0 HERWISE NOTED. �� it. REFER TO SHEET 33 FOR WATER LOwERING LOCAtIaNs AN� DEfAILS. X��5' SEWER % 12. SEE SHEET 30 FOR TYPICAL FIRE HYDRANT ASSEMBLV II.STALLATION ,\�� FnCiLitt FASE�nENi _ 0� ;/ AND GATE VALVE LOCATION DETAIL. \ - 13 TNIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN � � � ACCORDANCE WIiH THE CURRENT TEXAS COMMISSION ON � \ � / 100-YR FEMA \ ENVIRONMENiAL OUALItt (TCEO) RULES AND REGUlATI0N5 FOR �LOODPUIN � �� ^� �` PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATNE CODE (TAC) �� STA 4+]0.21 WL3-� // / CHAPTER 290 SUBCHAPTEft D. WHEN CONFLICTS ARE NOTED WITH yiq��. �� LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE ��I� - FIRE HYDRANT ASSEMBLY /�� /� APPLIED. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, D (COFW DETAIL ��120) �/ STA 2+81.50 WL3= AT A MINIMUM, MEET TCEQ'S RULES ANp REGULATIONS FOR PUBLIC � REMOVE FOLY PIG �2 � IN ALL' WATER SYSTEMS." �/ PI 0.5' DEFLECTION 14 MAXIMUM DEFLECTION ANGLE OF PIPE JOINTS SHALL BE NO IAORE STA 4+fi0.21 WL3= � � TNAN 509. Of MANUFACTURER'S RECOIAIAENDATION PER DESIGN � � CRRERIA SECTION5.6.1. irvswu: � 15. ALL VERiICAL AND HORIZONTAL FITfINGS AND VALVES SHALL BE � C� -\" IRRIGAnoN SERVICE DESIGNED wITH RESTRAINED JOINTS IN ADDITION TO CONCREfE �\1.��.`.�� I THRUST BLOCKING ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE Sin a+a5.09 WL3= �� .� � � USEO TO SECURE ALL BRANCH VALVES TO FITTINGS, PER DESIGN j�,�iq��. . CRRERIA SECTION 5.6.3. 1- e" a5' HORR BErvD �� 16. THIS DEVELOPMENT LOCATES WITHIN NSII AND NSIII PRESSURE PlANES - ��- �� AS A RESULT OF THE GRADES ON THE SUBJECT TRACT. AREAS THAT ' / _ ARE IN THE N511 PRESSURE PLANE BV ELEVATION WILL BE SERVED BY �/ �'�\ LINES FROM THE N5111 PRESSURE PL4NE IN AN EfFORT TO REDUCE � STA 4+3565 WL3- �' � '" � REDUNDANT OR PARALLEL INFRASTRUCTURE FOR THE NSII PRESSURE �INSTALL � _ O 2R PLAN, REFERENCE w55-2021-1]3] FOR APPROVED wATER STU�Y. / � 1- e' 45' HORIZ BEND - R Jp E / 100-YR GREDNELOGMENT / � 4 FLOODPW � ]2 ULTIMATE 100-YR � FLOO�PUIN 1 � 1 10' FLOO�GL41N � � � 5.0' EASEIAENT / � / ]3 � )4 )5 ///� rg m$ 3 / i / \ � � �/ STn 4i0t.a9 wL3= STn 2+t2.31 wL3= / � �i/ 1�-p8\a5\HORIZ BEND -��25y' HORi2 BEND y T T CONNECT TO EXISTING WATER LINE W� FID XXXXX-XXXXXXX-XXXXXX-XXXXXx FILE N0. W-XXXX, X-XXXXX NOiE: THE CONIRACTOR Sw.LL CONTACT THE GOLLOWING AT LFAST s8 NOURS PRiOR TO EXCAVATING iN iHiS AREA� fORT WORTH WATER DEPARttAEM 81�-392-8296 FORi WORTH TRANSFORiATION/PUBLIC WORKS 81]-392-8100 FOR ALL OTHER GApLIilES www.texo5811.orq or 1-800-545-60p5 COrviRnCTORS. YOU aRE TO CnLL iHE ixDOT irvSPECTOR a8 HOURS PRiOR TO STnRT OF CONSTRUCTiOry (SEE SPECS FOR COMnCi rvUMBERS). STn 3L61.90 WL3= PI 0.5'�DEFLECTION Nn 3ia1.50 WL3= PI�0.5'�DEGLECTION NAHLL21.50 WL3= PI 0.5 DEFLECTION Nn 3LOi.50 WL3= PIS0.5' �ERECTION � � 11! �� 12 131 1S 16� / 14 KEY MAP SCALE: 1" - 500' ! / STA 29+58 63 WL1= � INSiNLI y PI 0.5' DEFLECiION / STA 29+38.63 WL1= Pi50p5� DERECTiON � 16 STA 28+92.20 WL1- I'NSI FlRE HY�RANT ASSEIABLY (CORV �ETAIL kD1]0) 69 rvsi ��39.92 WL3= -I -p8' GnTE VALVE\ & BOX J6 NS�TPLL+99.15 WL1= � ', - �� ,�.z� » HORIZ BEND � I � � ¢ 43 LF 2-4' L IRRIGqT10v� � SLEEVE � �E%iSTirvG 2a"uWC 55 fORCE MnIN J- -�- `u- � z�_ X-24800 - - - - - - Cltt FRQIECT N0. O1J09 - - - - - - - - - � FI� X56014-0100430-001309-0�1483 ' - EXiSiiNG 12" wATER LME � � � i0 BE COrvSTRUCiED wiTH '� NORTHFOINTE PHASE tA NTA LL+SO.OI WL1= f REVIEWED 1 ;-p,z- cnTE �a��E l6y TIWARIR at 11:02 am, Aug 09, 20id J & BDX MATCy ��NF l" SHF�T ls N A 29+16.fi3 WLI- J \ i S ALL' GI 0.5' �EFLECTION 3 y „TAq28+98.63 WL1= �1 > L: PI 0.5' DEFLECTION � I sTAza��c�eiWwu �IINSTALL. � _ i- 2" X 8" lEE � NSERT POLY PIG H2 I A . A A . PI 0.5' DEFLECTION �1 ` " L � WARNING!!� APPRO%IMAiE LOCAIIUry .�ni.NG --_� � �q � OVERHEAD ELECTRIC. WnTER LINE nn�o voace µan� sNowN. � � CONTRACTOR TO VERIFV n STA 28+41 91 WL1- LOCATION GRIOR TO � SiA 28+19.15 WL1= IN ALL: CONSTRUCTION -"' irvSiaLL: - - - �I �.5' �EFLECTION ` PI 0.5' DEFLECTION � ------ STA 28+41.94 WLt=- --__ �� W __ W w PIy0A5L��ERECTiON W r� _ NORTHPOiNTE WEST PHASE 1A � � � � � � � _ _ / ` \ - \ BOAT CLUB ROAD s�n v+az.as wu= �F�n �zzo� INSTFLL: REMOVE PLUG PND CONNECT TO SEWER GnCILItt T�E.S.Co. FASEMENT E%ISTING NORTHPOINTE EASEMENT VOL. 1282. PG. 242 FHASE tA C.C.$ D219125211 O.F.Ri.C.T. 1]' WATER LINE O.G.R.i.C.T. INSERi POLY PIG �1 � 0 N O I O O Z O CIiY FRQIECT NO 104829 Z FID� 30114-0200431-104829-EO)685 %- 21963 m W- 3008 O MAPSCO N0. 32E F �Y� ,� m IN ie��2V W Calllu�[��o�nn�q. N BENCHMARKS: _ B�nj�1 d Ai THE IMERSECTION OF BOAT CLUB RD. AND FARK DR. 256't EAST OF CENTERLINE BOAT I CLUB R0. AND 66'3 NORTH CENTERLME PARK DR. IN iHE SOUTH SIDE OF A CONC. BASE i0 A H SINGLE POLE T.U. ELEC. TRANSIAISSION TOWER N TXE SELOND TOWER FROM THE EAST IN A SET w OF FOUR. � EIEv )90.291 w BMj�2 � X" CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BPRRICA�E LOCATE� ON NORTH SIDE OF BOAT CLUB ROAD, APPROXiMAiELv 49 GEEf GROM � CENIERUNE OF BOAi CLUB ROAD, AND ON THE d wEST SiDE OF THE EMRnNCE TO iHE BOnT CLUB � ROA� STORAGE FACILItt, SAID GOINT BEING APPRD%IMATELY 4 FEEf SOUTH OF SOUTHEAST � CORN=R OF THE CH41N LINK FENCE HWSING � NatuRA� GAS APPURTENaNCES. BM iS NO%IMAiELY I,Oa) iEEf FAST OF THE INTERSECTION OG CAPE ROYPLE DRIVE AND BOAT CLUB ROA�. ELEV 661.60' "X"�CLT DN NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE iNiERSECiIOry OG PnRK DRrvE ArvD BOnT CWB ROAO. APPRO%iMAIELv a6 FEEf EnSi OG THE CENTERLII.E OF BOAi CLUB ROAD, AND APPRO%IMATELY 61 FEET NORTH OF THE CENTERLIAE OF PARK DRNE SAID FOIM IS APPRO%IMATELV 66 FEEf NORTHEAST OF THE i�tERSEciioN OG PnRN DRrvE nrvp BOnT CWB - ELEV l9].44' - a/�./zoz��iareicniax umic[s aHo s�nfs wom Are DATE REVISION BY WATER PLAN NDIf�.�[°]H[�' ��N'I`lE �� PllllSi�� 11LJ CITY OF FORT WORTH TARRANT COUNTY,TEXAS 8� o M1Centra � PM1one J09 62� Suile 4C� �alla¢Tems]6208 FRN-FI386 WA PRQIECT ID M600-02�a DATE: JAN 2024 • P �� w OESIGN: WRIGXT DRAWN: SqNDiDGE Ru RauNx SCALE `g HOR2: 1"-40' .�,rory VERT: NIA SHEEf �3 �� 1 6 OF 9a SNEEfS FORTWORTH TRANSPORTATION AND PUBLIC WORKS PIPE REPORT FOR: PROJECT NAME: Northpointe West Ph-1B CITY PROJECT NUMBER: CPN 104829 � WATER PIPE LAID SIZE TYPE OF PIPE PVC 8" DR-14 PVC 12" DR-14 FIRE HYDRANTS: 1 PIPE ABANDONED SIZE VALVES (16" OR LARGER) TYPE OF PIPE DENSITIES: NEW SERVICES: � PIPE LAID PVC PIPE ABANDONED DENSTTIES: NEW SERVICES: 1" domestic 1.5" irrigation 1" Irrigation SIZE g�� SIZE copper COPPER COPPER SEWER TYPE OF PIPE SDR 26 TYPE OF PIPE 4" Sewer services PVC LF 5293 LF 1203 LF LF 158 EA 2 EA 1 EA LF 6975 LF LF 158 EA TRANSPORTATIO AND PUBLIC WO I� The City of Fort Worth • 1000 Throckmorton Street • Fort Worth, TX 76012-6311 (817) 392 - 7941 • Fax: (817) 392 - 7845 FORTWORTH� TRANSPORTATION AND PUBLIC WORKS December 12, 2025 Conatser Construction TX LP. 5327 Wichita St Fort Worth, TX 76119 RE: Acceptance Letter Project Name: Northpointe West Ph-1B Project Type: 01 & 02 City Project No.: 104829 To Whom It May Concern: On December 12, 2025 a final inspection was made on the subject project. There were no punch list items identified at that time. The final inspection indicates that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on December 12, 2025, which is the date of the final inspection 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, �Z�,vw 7"wv-a,�� Ram Tiwari, Project Manager Cc: Sri Peddibhotla, Inspector Don Watson, Inspection Supervisor Oscar Agullion, Senior Inspector Andrew Goodman, Program Manager UA Engineering, Consultant Conatser Construction TX LP, Contractor Lennar Construction, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev. 08/20/19 �f Fi��J3� S7"�1�'F. �F `i��C1L� COUT�`I'Y OF "f�1Rf�►NT Before me, the undersigncd authority, a Nota�y Public in th� stat� futd cou�ty ali3rc�ard, on this d�y persan$lly appear�d $r�c�c Hu�i�. E'r+�si�ent af C'ona�ser Mana�cment Group, Enc., �cneral p�rincr af Canatser C;a�stnxct�on 'l�, LP. knov�m to me to be a cr�dible person, whn bcing 6y rne �uly �worn, upon his oath deposed and s�.id: Z'hat al! p�:rsvn�, fisms, �ciativns, corpvrations or ather �rg�tni�at'rons furnis�ting fa64r andlar maieriafs �ave becr� paid in full; That the w�ge sct��e ��iablisk�ed hy the City Council ir� �he Cit�r r�f Fnri 1F��rth, 1�� be;�n paid in fi�ll; and I'hat thcre are na claims ��ndin� for perso�al inlury and}or praper[y d�g�s; Un Cor�tract described as: N�R'I'HP�INTE WE�T �H.1B WATEit, SAi�TI7AR�f SEVKiER, I}RAINA�Ew �A'YiNG & STRE�T LZGHT ��PROVEI►�3EN'�'� c�►� ��) � �a�ao2� c�T� P�c��c`r # 1aas�� CITY pF FORT W+aRT�i a'r'A"T� OF T��AS CC)�iA7S�lt CDhfS'CI�UCTi�IV 'I`X, LP . f�rucl� �-4u�� n 5t�bscnbed and s��arn �a bef�re rne this ��`h day c�#`Decer�tber, 20�5. •: � .�_ ti. i � ' 1 S_ �k � ,�j�'�� R�or�,r��r�,��,� 3Vota�y Fublic in Tarran[ G�urity, T�xas or h ��4�7l3a �°�e� �r,74-#024 CONS��1T �F SUR�TY �Ol1�PA1�Y ra �rr��a� ��rr�n��u� cor+fwrn. wlda �h. Amawic.n tn,dum ai A�drit+csa. AIA O�aaurtr�rft �3 T07 PRO�fEC�: {name, eddr�ss}�a►tr3pcu�taweE�. ��+ase �� Fart YVo�th. T7C Y� ��wner� �and Fk� �2�0239 afiv a� ��r w�Ft�H �tE�1�xR r�OnAES OF � A�i�FiITECT'S PR�JE�T N4: CFAZ#-OC�T rExns uu��wo co�sYr��c7�oe�. �Tn �ONT�iACT f�R: 47pT wtaEk�1 i'taae Blvd,. Su4e #E10 Waler. Sar�lary Sevwer. Drsmepe, � Pavir� IrriprOv�rnafde f4+ *W�t7�p0�9 �.Q7L Ph�S� i � � rx r�o63 J COI�TRACT [714TE: CQHTRACTQR: �DNATSER COhf�TI�l1C'i'�DN 7`X. L P 1� ac ...: , �. with the provi�io�us vf t�c �n�ct be[w� the {?wr�er aaid the CoRrtractor �s indicaroe+d above, t[�u O+w ana�rt nN,�r rrd iAdr�w w Sw+sr Ca+�pnrl s��r��r i��R.ar,rc� co��war �r5 5teern�a,ert Road �re+en+�ncxt Cr 0683r� , SURETY COMPANY an 6and a� n+�. �,�..�a �ea.... � t�.�� ORWTSER G�N$TR�JCTfO�l+i �%. L P b32T 1N�C�� 51. FC�r[ Wa1h T3L �@119-8�35 � ��, ha�a�y approv¢s af tb� tioal PaYtnent tn the Cantractnt� and sgraes t�tat final payme�t to the Cnotractnr �hall not r�lieve dvo Sur�ty Gomp�y of �ny of its o�iig�tioos to t�.. r,� �.m.,�.�.ad►... � o.�,.t CCTY �F FOFtT VU'C7RTii #ND LEN�+U4R M4ME5 OF T�i-AS LANp AND ��NSTRL1CTfQN, LT� � 7�7 MprkO# R8C4 B� . Su�Ce 1QQ Irvir+q TX 754�3 �s se# fortl� in tha s�id Surety Campar��s bnnd. iTV W�'�'NIESS, vk�HEREDF, �hc Surtty Ca�ngany ha� hefeunto 3et its har,d l�is A1�Est: ��, �s�� 121h dsy Of pecembe►, 2025 BERKI.�Y INSU�E C�kAPANY Susety CompanY / � `� ��.�'� ��b/� �lJ� Sig�atu�rc af A�sthvr�ud Rcprese�i�tive :+•�'F'�1-• , flV51H�ii� At�Or�vyin-F�t nb1'E: fuY� lorm b w br �e ar r aan+p+nen den�msnt te 111� OOCtIlYNMT �74�. CON7RAC70A"8 +�iF1�AVli OF RAYM�Y1' OF OElTS A1A LLA#Ip. Cumr+k [delen own�� ►�cH�r�c7 ❑ �or,��ac�o� ❑ suaET►r � Q�H�R OHE PARE