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Home My WebLink About062291-FP2 - Construction-Related - Contract - Conatser Constructions-FP2 City Secretary 62291 Contract No. FURT WQRTHo 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-1A City Project No.: 104830 Improvement Type(s): 0 Paving 0 Drainage ❑ Street Lights ❑ Turn Lane �� Contractor Manager Title Original Contract Price: $4,535,993.80 Amount of Approved Change Order(s): $569,243.00 Revised Contract Amount: $5,105,236.80 Total Cost of Work Complete: $5,105,236.80 12/15/2025 Date Conatser Constructions Company Name srrPe dt�e�is,zozsis:oo:oacsr) Project Inspector �a�r Twa�r' Project Manager e�� CFA Manager L,iuc�en Pv�l.e�cv� ��.�.�.��.��,�,�.�., ,��_ �, TPW Director 12/15/2025 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-1A City Project No.: 104830 City's Attachments Final Pay Estimate 0 Change Order(s): 0 Yes ❑ N/A Contractor's Attachments Affidavit of Bills Paid �� Consent of Surety �� Statement of Contract Time Contract Time: 220 WD Days Charged: 224 WD Work Start Date: 12/12/2024 Work Complete Date: 11/26/2025 Completed number of Soil Lab Test: 777 Completed number of Water Test: 33 Page 2 of 2 FORTWORTH CITY OF FORT WORTH F1NAL PAYMENT REQUEST Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type DRAINAGE City Project Numbers 104830 DOE Number 4830 Estimate Number 1 Payment Number 1 City Secretary Contract Number Contract Date For Period Ending 11/26/2025 WD Project Manager NA Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH , TX 76119 Inspectors D. WATSON / PEDDIBHOTLA Contract Time 18�JD Days Charged to Date ��4 Contract is 100.00 Complete Thursday, December 11, 2025 Page 1 of 6 City Project Numbers 104830 Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type DRAINAGE Project F+unding UNIT III: DRAINAGE IMPROVEMENTS Item Description of Items No. 1 LARGE STONE TYPE "A" DRY RIP RAP (12" DEEP) 2 TRENCHSAFETY 3 CONCRETE COLLAR 4 21" RCP, CLASS III 5 24" RCP, CLASS III 6 30" RCP, CLASS III 7 36" RCP, CLASS III 8 9X9 BOX CULVERT 9 4' STORM JLTNCTION BOX 10 10' RECESSED INLET 11 15' RECESSED INLET 12 20' RECESSED INLET 13 5' DROP INLET 14 INLET PROTECTION 15 2-TXS' RCB CULVERT 16 2-10'X10' RCB CULVERT 17 2-7'XS' RCB CULVERT W-0 WITH 5' EXTENDED CURB 18 2-9'X9' & 2-10'X10' RCB PW-1 4:1 WINGWALL WITH 5+' EXTENDED CURB 19 2-9'X9' & 2-10'X10' RCB SW-0 & PW-1 4:1 WINGWALL WITH 5+' EXTENDED 20 9'X9' RCB SW-0 4:1 WINGWALL WITH 5' EXTENDED CURB 21 9'X9' RCB PW-1 45" SKEW 4:1 WINGWALL WITH 5' EXTENDED CURB DOE Number 4830 Estimate Number 1 Payment Number 1 For Period Ending 11/26/2025 Estimated Unit Unit Cost Estimated Completed Completed Quanity Total Quanity Total 4476 SY $145.00 �649,020.00 4476 $649,020.00 4447 LF 3 EA 1674 LF 213 LF 545 LF 1407 LF 307 LF 10 EA 16 EA 7 EA 2 EA 1 EA 26 LF 195 LF 106 LF 2 EA $2.00 $8,894.00 $1,000.00 $3,000.00 $85.00 �142,290.00 $95.00 $20,235.00 $120.00 $65,400.00 $160.00 $225,120.00 $870.00 �267,090.00 $7,000.00 $70,000.00 $4,800.00 $76,800.00 $5,800.00 $40,600.00 $6,800.00 $13,600.00 $7,500.00 $7,500.00 $200.00 $5,200.00 $1,300.00 $253,500.00 $2,200.00 $233,200.00 $45,000.00 $90,000.00 4447 $8,894.00 3 $3,000.00 1674 $142,290.00 213 $20,235.00 545 $65,400.00 1407 $225,120.00 307 $267,090.00 10 $70,000.00 16 $76,800.00 7 $40,600.00 2 $13,600.00 1 $7,500.00 26 $5,200.00 195 $253,500.00 106 $233,200.00 2 $90,000.00 1 EA �215,000.00 �215,000.00 1 EA $165,000.00 $165,000.00 1 EA $65,000.00 $65,000.00 1 EA $125,000.00 $125,000.00 1 $215,000.00 1 $165,000.00 1 $65,000.00 1 $125,000.00 Sub-Total of Previous Unit $2,741,449.00 $2,741,449.00 iJNTI' I�': PAVING IMPROVEAiENTS Item Description of Items Estimated Unit Unit Cost Estimated Completed Completed No. Quanity Total Quaniry Total 1 HYDRATED LIME (36 LBS/SY) 281 TN $245.00 $68,845.00 281 $68,845.00 Thursday, December 11, 2025 Page 2 of 6 City Project Numbers 104830 Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type PAVING Project F+unding 2 B° LIME TREATMENT 3 10" CONC PVMT 4 BARRIER FREE RAMP, TY TYPE P-1 5 PREFORMED THERAPLASTIC CONTRAST MARKINGS - 24" CROSSWALK 6 PREFORMED THERAPLASTIC CONTRAST MARKINGS - 24" STOP BARS 7 PREFORMED THERAPLASTIC CONTRAST MARKINGS - LEGEND SINGLE HEAD 8 PREFORMED THERAPLASTIC CONTRAST MARKINGS - LEGEND ONLY 9 PREFORMED THERAPLASTIC CONTRAST MARKINGS - LEGEND DOUBLE HEAD 10 PREFORMED THERAPLASTIC CONTRAST MARKINGS - LEGEND STRAIGHT 11 REFL RAISED MARKER TY II-A-A 12 REFL RAISED MARKER TY II-C-R 13 TOPSOIL 14 BLOCK SOD PLACEMENT 15 10' CONC SIDEWALK (CO#2) 16 BARRIER FREE RAMP, TYPE M-2 17 CONSTR BARRICADE 18 CONSTRUCT STD. PVMT HEADER 19 PEDESTRIAN RAIL 20 RELECTIVE PAVEMENT MARKER TY I (W)(8")(SNG)(BRK) 21 RELECTIVE PAVEMENT MARKER TY I (W)(8")(SNG)(SLD) 22 RELECTIVE PAVEMENT MARKER TY I (W)(6")(DBL)(SLD) 23 RELECTIVE PAVEMENT MARKER TY I (W)(6")(SNG)(BRK) 24 REMOVE BARRICADE & CONNECT TO EXISTING PAVEMENT HEADER 25 STOP SIGNS 26 STREET NAME BLADE PAIR 27 STREET SIGN POLE 28 TRAFFICE SIGN R2-1 29 TRAFFICE SIGN R3-SL 15612 SY 14493 SY 13 EA 211 LF 60 LF 4 EA 4 EA 3 EA 3 EA 170 EA 24 EA 1024 CY 6144 SY 44672 EA 1 EA 4 EA 103 LF 440 LF 100 LF 200 LF 333316 LF 652 LF 2 EA 5 EA 2 EA 12 EA 3 EA 1 EA DOE Number 4830 Estimate Number 1 Payment Number 1 For Period Ending 11/26/2025 $5.00 $78,060.00 $84.00 ,217,412.00 $2,200.00 $28,600.00 $30.00 $6,330.00 $30.00 $1,800.00 $750.00 $3,000.00 $750.00 $3,000.00 $750.00 $2,250.00 $750.00 $2,250.00 $7.00 $1,190.00 $7.00 $168.00 $28.00 $28,672.00 $8.00 $49,152.00 $4.00 $178,688.00 $2,400.00 $2,400.00 $850.00 $3,400.00 $30.00 $3,090.00 $180.00 $79,200.00 $7.00 $700.00 $7.00 $1,400.00 $5.00 $16,665.80 $5.00 $3,260.00 $500.00 $1,000.00 $450.00 $2,250.00 $350.00 $700.00 $650.00 $7,800.00 $450.00 $1,350.00 $450.00 $450.00 15612 $78,060.00 14493 1,217,412.00 13 $28,600.00 211 $6,330.00 60 $1,800.00 4 $3,000.00 4 $3,000.00 3 $2,250.00 3 $2,250.00 170 $1,190.00 24 $168.00 1024 $28,672.00 6144 $49,152.00 44672 $178,688.00 1 $2,400.00 4 $3,400.00 103 $3,090.00 440 $79,200.00 100 $700.00 200 $1,400.00 333316 $16,665.80 652 $3,260.00 2 $1,000.00 5 $2,250.00 2 $700.00 12 $7,800.00 3 $1,350.00 1 $450.00 Thursday, December 11, 2025 Page 3 of 6 City Project Numbers 104830 Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type PAVING Project F+unding DOE Number 4830 Estimate Number 1 Payment Number 1 For Period Ending 11/26/2025 30 TRAFFICE SIGN R3-SR 1 EA $450.00 $450.00 1 $450.00 31 TRAFFICE SIGN R3-7L 1 EA $450.00 $450.00 1 $450.00 32 TRAFFICE SIGN R3-7R 1 EA $450.00 $450.00 1 $450.00 33 6" CONC PVMT (CO#2) 70 SY $52.00 $3,640.00 70 $3,640.00 34 RETAINING WALL 1(CO#3) 95.1 CY $1,600.00 $152,160.00 95.1 $152,160.00 35 RETAINING WALL 2(CO#3) 222.1 CY $1,550.00 $344,255.00 2221 $344,255.00 36 STONE RIP RAP (CO#3),(CO#4) 0 CY $225.00 $0.00 0 $0.00 37 LTNDERDRAIN PIPE (CO#3) 370 LF $60.00 $22,200.00 370 $22,200.00 38 SELECTBACKFILL (CO#3) 1170 CY $30.00 $35,100.00 1170 $35,100.00 39 CONCRETE DITCH (CO#3), (CO#4) 0 LF $30.00 $0.00 0 $0.00 40 EXCAVATION (CO#3) 800 CY $15.00 $12,000.00 800 $12,000.00 Sub-Total of Previous Unit $2,363,787.80 $2,363,787.80 Thursday, December 11, 2025 Page 4 of 6 City Project Numbers 104830 Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type PAVING Project F+unding Contract Information Summary Original Contract Amount Chan�e Orders Change Order Number 2 Change Order Number 3 Change Order Number 4 DOE Number 4830 Estimate Number 1 Payment Number 1 For Period Ending 11/26/2025 $4,535,993.80 $3,528.00 $613,820.00 ($48,105.00) Total Contract Price $5,105,236.80 Total Cost of Work Completed $5,105,236.80 Less % Retained $0.00 Net Earned $5,105,236.80 Earned This Period $5,105,236.80 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 $5,105,236.80 Thursday, December 11, 2025 Page 5 of 6 City Project Numbers 104830 Contract Name NORTHPOINTE WEST PHASE lA Contract Limits Project Type PAVING DOE Number 4830 Estimate Number 1 Payment Number 1 For Period Ending 11/26/2025 Project Funding Project Manager NA Inspectors D. WATSON i PEDDIBHOTLA Contractor CONATSER CONSTR[JCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 City Secretary Contract Number Contract Date ContractTime igQ WD Days Charged to Date 2�4 WD Contract is 000000 Complete CITY OF FORT WORTH SUMMARY OF CHARGES Line Fund Account Center Amount Gross Retainage Funded _ _ _ _ Total Cost of Work Completed Less % Retained Net Earned Thursday, December 11, 2025 Earned This Period $5,105,236.80 Retainage This Period $0.00 Less Liquidated Damages 0 Days @ $0.00 / Day LessPavement Deficiency Less Penalty Less Previous Payment Plus Material on Hand Less 15% Balance Due This Payment Net $5,105,236.80 $0.00 $5,105,236.80 $0.00 $0.00 $0.00 $0.00 $0.00 $5,105,236.80 Page 6 of 6 Docusign Envelope ID: 90BAB68A-3952-4FC0-8453-6A0238177130 DEVELOPER-AWARDED-PROJECT CHANGE ORDER PROJECT NAME: Northpointe West Phase 1A CONTRACT: Water, Sewer, Pavinq, Street Liqhts, & Drainaqe Improvements CFA # CFA24-0088 I CITY PARTICIPATION:I CITY PROJECT # 104830 CITY SECRETARY CONTRACT # 62291 FID # 30114-0200431-104830-E07685 X # 28090 FILE # W3028 INSPECTOR: PROJECT MANAGER: Sri Peddibhotla Phone No: Ram Tiwari Phone No: REVIEWED By TIWAR/R at 2:01 pm, Dec 19, 2024 . CHANGE ORDER No: No 1 (682)718-6979 (817)392-2237 CONTRACT UNIT WATER SEWER DRAINAGE Developer Developer Cost City Cost Developer Cost Ciry Cost Cost Ciry Cost ORIGINAL CONTRACT $455,987.00 $0.00 $257,156.50 $0.00 $2,741,449.00 $0.00 EXTRAS TO DATE $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 CONTRACT TO DATE $455,987.00 $0.00 $257,156.50 $0.00 $2,741,449.00 $0.00 AMOUNT OF PROP. CHANGE ORDER $15,680.00 $0.00 $6,499.00 $0.00 $0.00 $0.00 REVISED CONTRACT AMOUNT $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $471,667.00 $263,655.50 $2,741,449.00 REVISED COST SHARE Dev. Cost: $5,549,839.30 City Cost: TOTAL REVISED CONTRACT $5,549,839.30 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY UNIT 3 3311.0001 1.00 TON 6 3311.0441 15 LF 11 3312.3005 1 EA I CITY BID ITEM PAY ITEM # # QUANTITY � 9 3339.0001 13.4 � � � � Asterisk (*) indicates New Pay Item UNIT VF PAVING STREET LIGHTS Developer Developer Cost City Cost Cost City Cost $1,794,544.80 $0.00 $278,523.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,794,544.80 $0.00 $278,523.00 $0.00 so.00 so.00 so.00 so.00 $1,794,544.80 $0.00 $278,523.00 $0.00 $1,794,544.80 $278,523.00 $0.00 CONTRACT DAYS 220 220 220 UNIT I: WATER IMPROVEMENTS ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL 3311.0001 Ductile Iron Water Fittings w/ Restraint $9500.00 $9,500.00 $9,500.00 3311.0441 12" Water Pipe $112.00 $1,680.00 $1,680.00 3312.3005 12" Gate Valve $4,500.00 $4,500.00 $4,500.00 TOTAL UNIT I: WATER IMPROVEMENTS $15.680.00 0.00 $15,680.00 UNIT II: SEWER IMPROVEMENTS ITEM DESCRIPTION CFW Unit Price UNIT PRICE Develo� er Cost City Cost TOTAL 3339.0001 Epoxy Manhole Liner � $485.00 $6,499.00 $6,499.00 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $6.499.00 0.00 $6,499.00 � � � � � Revised: 12-17-2018 Page 1 Docusign Envelope ID: 90BAB68A-3952-4FC0-8453-6A0238177130 REASONS FOR CHANGE ORDER Additional 12" water pipe and appurtenances added to allow for loop onto the proposed City of Fort Worth 54" Water Transmission Main. For additional information see X-28274. Sewer change involves adding epoxy coating to an existing manhole who's rim is being adjusted as requested during the Pre-Construction meeting. RECOMMENDED: LJA Engineering, Inc. gy; Virt.Ct, S�aL�.�D C�oaaEa�o,ns« Name: Vince Stanko. PE Title: Prolect Manaper APPROVAL RECOMMENDED: CFW - Water Department By: NIA Name: Title: RECOMMENDED: CFW - 'Contract Compliance Manager By: Name: Ram Tiwari Title: Senior Professional Enqineer M&C Number: M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction By:�D'I"1"o�� Name: Jennifer Eller Title: Authorized Aaent APPROVED: CFW - Assistant Ciry Manager By: Name: Title: ATTEST N/A APPROVED: ConatserConstruction TX, L.P. gy��^etk�tu�iws Name: Brock Huppins Title: Presidenl APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: N/A Name: Title: * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include NIA ensuring all performance and reporting requirements. 0 There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract REVI EWED By TIWARIR at 2:01 pm, Dec 19, 2024 Revised: 12-17-2018 Page 2 � N � 0 20 a0 80 LEGEND PROPOSED SANITAFY SEWER IJNE GROPOSED SANITAM SEWER MANHOLE • EXISIING SANIiPRY SEWEF LINE EXISTING SANIiPf2Y SEWER MANHOLE OO PROPOSED WAiER LINE GROPOSED GATE VALVE �� t PROPOSED FIRE HYDFANT EXISTING WAiER LINE EXi511NG GATE VALVE � 4 EXiSiINC FIRE HYDRANi NSi ��6609 WL1= Pi OAS' DEFLECTION \ sri uaeoe wu- CONNECT TO EXISTING WATER LINE yy� FlD 30114-0200431-103273-E07685 P� os' DErLECnoN FILE NO W-2�92, X-2�054 SiA 8+0609 WL1= NSIqLL �CtION \ NSA BL2609 WL1= \ O PI OAS' DEFLECWION � SiA 8+4609 Ll= � 20' UTILItt EASENENT ---� \ " iz 5 K EY MAPa � � � -_---__ NTA 9+2609 WLl= N I ST�ALL�. PI 5 �EFLEC110N Z NiA 9+06 09 WL1= I STALL J Pi o.s ocr�ccnou = NTA 8+8609 WL1= I STALL F PI 0 5' DEFLECTION � NSAlALL6609 WLl=, PI 0 S DEFLECTiON sn i+os.00 wua= �0 3. � �. CONTRACTOR TO VERIFY E%ISTING UiILIN LOCATIONS, HORIZONTALLY AND VERTICALLY, BEFORE MIAKING O - 12" GAiE VALVE ONNECTION. N REVIEWED 2 ALL CLEANING WYES i0 BE FEMOVED WHEN CONNECTING TO E%ISTING WATERLINES 0 I ByTIWAR/R af 2:01 pm, D¢C 19, 202G I & BOX } HE WATER SYMBOLS PRE GFAPHIC IN NAiURE. ALL STATIONS CALLOUT THE E%ACT LOGTION OF WAiEFLIN � I sra �+0000 wus EnrueEs WARNING�N Z o NSiALL 4 �� W/+TEFLINES AFE 8" & 12" AWWA G-900 DF-14 CU55 200 UNLESS LABELE� OTHEFWISE. qPPROXIMAiE LOGiION E%ISiiNG O � 12" z 12" iEE 5 WATERIJNES i0 BE EXiENDE� 20' 6EYOND GATE VALVES AT EN� OF IJNES OVERHEAD ELELTRIC. SANITARY � �- 6 THIS PROJECT IS LOCATED ENTIRELY WIiHIN iHE NORiH51DE III PRESSURE PUWE SEWER, AN� GPS IJNES SHOWN � STA 1+15 00 WL13= . ALL WAiER SERVIGES SHALL BE l" ttPE K COPPER CONTRACTOR TO VERIFT z q ��iq�LL26 � 8 CONTRACTOR i0 iNSiALL MEiER BOxES FOR MEiERS 2" (INCHES) AND SMnLLER (Cltt TO INSiALL MEiER) LOCATION PRIOk TO NSiRUCtION 9 TOiAL NUMBER OF WqTER SERNCES TO BE INSiALLED = 12" PwG O ai o s� oEF�EcnoN �o. nu vi*rwcs nae mecHaNicn� �oiNr, uN�ess orHeawisE Noreo v E�evAnorv�. �aa z StA ] .]2 WL1= CIiY PROJECi NO i0483L + 6 t, REFER TO SHEET 21 FOR WAiER LOWERING LOCAilONS AND DETAILS FID }0114-0200431-10cg3�-E�JE85 SrA ]+4609 - /�_ �rv�� 2, SEE SHEET 18 FOR ttPICAL FIRE HYDRANT ASSEMBLT INSTALLATION AND GATE VALVE LOGTION DETAiL m 2' GAtE VPLVE l3. THIS WATER DISiRI8UTI0N SlS�EM MUST BE CONSTRUCTED IN ACCORDANCE WIiH THE WRRENT TEXAS COMMISSION PISOASL DEFLECTION & BOX ON ENVIRONMENTAL OUALitt (TCEO) RULES AND REGUTAilONS FOR PUBLIC WATER SYSTEMS 30 iE%AS - 302 O StA � �9 WL1= qDMiNISiRATIVE CODE (TAC) CHnPTER 290 SUBCHAPiER p. WHEN CONFLICTS nRE NOTED WiTH LOCAL SiNJDARDS, MPPSCO BNO 32F SIA ]+56.38 WL1= �A�� 06 THE MORE SrRINGENT REOUiREMENT SHqLL BE APPLIED CONSLRUCTION FOR PUBLIC WATER S'SiEMS MUS7 _ IN505'+DEFLECTION qLWnYS, AT NINUTA, MEET TCEQ'S RULES AND REGULATIONS FOF PUBLIG WATER S'SrEMS" I I- I 5 IRRIGATION SEFVICE 09 WL1- I AXIMUM �EFLEC O lAOkE THAN 509 OF MNNIIFACTUREk 5 pLL � StA 6+86_ - A M ON PNGLE OF PIPE JOINTS SHHLL BE N ' � � � Q SrA �+61_12 WLI= INSiALL 4 RELbMMEN�ATION PEft �ESIGN CFiTERiA SECTION 561SH� � PI OS' DEFLECTION 1 NGS A � VA VE L BE �ESIGNE� WITH kESrFNNE� JOINTS IN A��ITION A15" IFkIGATION SERVICE STA 6+66.09 WL1= HCVPLVES�iO �ESIGN CftES O ANCHOR IJNGS SHOIIID BE IISE� i0 SECURE ALL NnqwwM1�{$��W. BRANC Si BLOC G. R�EESS�R 5 OIIP W t oEVE�oPrnEur �ocA�cs EH �Nsn a o su v E PUNEs As n recs �r oF rHc GreAocs o Callb¢fnrcyoupi�. i � PI}OpSL DEFLECTION 6 SU&IECT TRACT AFEAS THAT areE �IN iHE N511 PRESSUFE PLANE Bv ELEVAiION WILL BE SEkVED HY LINES FFOM BENCHMARKS- _ STA 6+46 09 WL1= THE NSlli PftESSURE PUNE IN AN EFFOftT TO REDUCE REDUNDANi OR PARALLEL INfRPSrFUCTUFE �OF THE N511 BM�'1 d C iN inLL PRESSURE PLAN REFERENGE W55-2021-1�3� FOF APPftOVED WATER SiVDv qi THE INTERSECiION OF BOAi CWB RD AND PISOS DEFLECTiON PARN DR 256'i EASr OF CEMERLINE BOAi I p GLLED 25014 ACRES C4LLED T05153 ACRES GLUB FD- AND 66'2 NOFTH GEMERLINE PPRK C � al i VO r4 ��G �2 � C� -I DR IN iHE SOUTH SIDE OF A CONC BASE i0 A� R GT. } _ � VOL 6�99a6� P� 1585 SINGLE POLE TU ELEC TRANSMISSION iOWER W ` iHE SECON� TOWER FROM THE FAST iN A SEf I L� p � STA 3+4609 WLI= — OF FOUR � _ - - - - — — — — — — INSTALL� — — ELEV �HO 29� .- I8 �� '" � �I 6 z W 5 ��2�� W�� 4 II \ l- 12' 45' HORIZ gMN2 � I_ J � BEN� 'k" CUT IN CONCRETE STRIP HOUSING THE 9 _ -___-__-I ` o , Z iRAFFIC BARRICA�E LOCATED ON NORiH SIDE OF � � I I �¢' I C PIPE 2203340 II \ '�Aq3+36.09 WL1= N EXiSiING BOAT CLUB �ftOAD, APNip NIMATELY 4BOF�EET FROM a � � I CCE55 En EMENT / rvyi L ORiHPOINtE CEMERUNE OF BOAt wB ROt� AN ON iHE � I c.� o n al5 12" 45 HORIZ 2HASES ESt sloE F iHE E cE to i oAt cL a� I I OP.RTGT BEND CPN. 1032�3 ROAD SiORAGE FAGLItt, SAID POIM BEING � y APPROXiMATELY 4 FEET SOUTH OF SOUTHEAST � I II �� H RITAGE T�yACE PARKW , o I I , GORNER oF rHE CHAIN uNK FENCE HOUSING z I r ExiSnNG 6" C wni w+iURnL Cns aavURlENtwCEs- BM i5 10' UTILItt EASEMENT I I I I � �� STA 2+�0 63 WL1= �-��OINTE APPROXIMAiELY 1 04� FEEi EAST OF iHE �� iNSiALL'. �i PHASE 8 INTERSECi ION OF GPE ROYALE ORNE PND BOAi i _ � olp o I �_ � IRftIGATION SERVICE� X-2J054 CWB ROAD Cltt PF JECt NO (� ELEV 661 60' I I I u N3o��a o2ooa31i9� gMN� I I yy i I y r1p32�} E0�685 SEWER FACILItt I I 1 0 � X" CUT ON NORTHEAST CORNER OF AN ELECiRIC � � I� 1 � enseueNl � i '^ i � I � _ 4 . vnu�r �ocnreo nr NoarHeasr coaNEa oF 1He C.C// D221090J56 � ��N � �I I I x I � 1 INTERSECTION OF PARK DRIVE AND BOAT CLUB I I e' I V ROPD, APPRO%IMATELY 46 FEET EAST 0� THE OPR.T.CT_ -- i I I I � � �2�N � SiA 1+0000 WL1= I ' II �i, �- � , cENrERUNE oF eonr cwe Ron�, Arvo m�� —�� I - �+30 0� WL1= li O o y� SrA �+iP.F.l W.1= �NSiALL nPPROXiMATELY 61 FEEi NORiH OF THE �'ti � INSTALL� -�6" X 12" REDIICER CEMERLINE OF PqRK DRIVE SAID POINi IS v AA " V p "_ 12" 45' FORIZ INSERi POLY PIG kl PPROXiMqTELY 66 FEEf NORTHEAST OF THE J` 45' HORIZ ry�Q 3 BENp INTERSECiION OF PARK pRNE NJD BOAT CLUB WL1 � 3E�o z �� Ro�_ io+oa s+oo 8+00 � �+oa b+oo 5+00 2+00 E�Ev I9)ap' ---- ------ ---1------------------- ---------------3 ------ ------ --------- � J / li 3 = ` z [ �'-��, � x ��F i_" ivc �---- \ �5 p - / r� � � 3� T% 795 i �., i'Ji �i�� -;/5 6'� o � Id� i/a �°., � ;, �/a Iy0 ��,�, 790� �G �I / � P�/��' �R�,��.� � ��. �a� 1 � 1F �- `' P �F.t.��.J�c � , ,� � G� ��-� (.�-'J�� aa _ !� �"�' � �' ,�� - � � I1�1 � is c so�Ne :�: \ / - — - -�' �_ � , �., � zisiz. nW,.�n�a�R�oP.os. w� aPe � . \ / �piE � � / ---� __—��- '� onre aevsou er 790 �,G. . �� s' � "✓� I� A -79 . V�� I / �tr� ! ii I � � � � I //L ,�ls.'� 785 WATER PLAN & � x �.r. I / -- � �/ Fmsn +c s��oE � PROFILE - WLl _� � I _ a F z ,a c � _ - �Knur� �� ` �� araa��s� an�e / � - � � �' Y — WLI d� � �`�-� �'+a3. 3, � �_ � �� °"_ V�� -- � �, "'_/ / � � ��_- �'% 785 � �� c�/ c��.o� � 6� �� V / / ,o:i / � v� �.ei .d9 �cu i / 780 o �`� I � i �— � , i�� %i l��re�lla�aa�i�nn� ��:sT �} .� \ � \T ,��F z��P,< � fl � �� i� i i� i 1� q Q \ c�\ / �13E°}'= \ I� F��i'a � /h'% � ixci��c�iNi / /.� / % 1[��d� 9 ' . q \ ,/ i exsmc c wio i '' �! //� / 3 7� g0 vY '`' 0-6 � ) 1G �r i��=e ��(�o� cu � �/ ,� � io� yrh �` �6-F`� 7"6 Easr�c c��ul;o � _�c CITV OF FORT WORTH lar � � �� \ Y i �Z� 4 iz' c: !� -��! z a�F �z� „��_ �� ,� �� ,�— � �� ° , �� — o,. �3 J / � � '�°�° � I � �� /'� ' \ n F z' v�c /`�" TARRANTCOONTY,TEXAS � 775 V �,:�. �� ,�� A _� _ �_ , �✓ � / � �`• i_ ° _r� i(`�� 770 H '_o � < vc / I ,.I., N �� - - � � � 3s j L✓ LJ/� alne. �A - Q � +r v� ' -� - I � / 7 ��-. �" ii I � � 770 � � c� � , ��' \ Ai� � k��io��6 �� '4J e�� ? . . \ 5) I o �� '��i �i v^ �0 F 2 P�2 q. Su _ o c a�' c'a% c o% � �- :.9_ e FL =J_ I.o / ti , � ilt �' _ _ _ as 7b 6S ib0 4D �,7a Jp n_s.; /JD � � � ic G � .� 'C 'S ;� � u'' o � � i; ii � �� a_ =r c i� i� c � 'a 760 . � . � � _ . � � � .� C- 6 �i i /4D /- � '�J ?6:i 4�,_� �,�� . i4D /6U � ,�c ; c r., i iz i3 � �2 r: � _ 6 6 6 6 6 L- e�eo on��es�ay ano�e as� eai o��o s� eaoo oeues,r�.as�szoe Fau F�aee 765 wA PRa�Ecr o NT600 0204 DAiE� DEC 2024 DESIGN WRIGHT 760 x'��R• �RAWN. WRGHt sca�E ` VORz - ao' � ��/ >%� t_ l = ...�E�Ic: � SHEET ��o� ,b,o�< � � R� 755 oF �o� sHEers a w � d � � W W O ? 0 ` Z� 0 20 60 80 �� AV 16+�930 SS-1= SrA 32+13�1 (40.93' RT)I � FLEMING RANCH ROAD I ADJUST RIM APPROX -3 02' � PROPOSED i0P OF RiM= OVERI\ E%ISiING SEWER IJNE ISTA i1;+1 I36 SS-1= � AV SIA 32+�418 (51 59' RT) FLEMING RANCH ROAD APP�RO%IMATE LOCAuION OF AiM05 GPS E — � 50� PIPELINE AND + ACCE55 EASEMENT M ' �cN ozzoaaaais ' � OPRTCT _--_----_ _---___ Q______�_ N � _— I _ - _--- �--_-- �__-_----__-� EX SS-1 � � w _ � �� . _ _ � �, „ �8�._ NorEs LEGEND 1 iHE EXISiENCE AND LOCAiION OF ALL IINDERGROUND 11iILIiIES PROPOSED SANIiARY SEWER LINE -- SHOWN ON THE �FAWINGS WEFE OBTNNED �kOM AVNLABLE ppOPOSED SANiTARY SEWEF MnNHOLE—�— RECORDS AND ARE APPFO%IMATE NEITHEF THE OWNER, DEVELOPEF REVIEWED Noa eucimeea .QssuMes niav aesaoNsiewrr Foe ununes Paioa exisrmc snnirtnar sewee uNe TO CONSTRUCTION iHE CONiRACTOR SHALL BE REQUIRED TO TAKE �ISTiNG SANITAKY SEWER MANHOLE O ByTIWARIR atY:02pm, Dec 19, 20I4 Nv PRECnuTio�wRv mEnSURES To PRoiECi u� urvEs SHOWry � AN�/OR ANY OTHER IINDER6R0UND IIiILITIES NOi OF REGORO OR PROPOSED WATER LINE NOi SHOWN ON THE PLANS PROPOSED GATE VALVE 2. CONTRACTOR SHPLL VERIfY HORRONTAL AND VERTICAL LOGAilONS 0� �� + ALL E%ISTiNG UTILITIES PRIOR TO CONSTRUCTION. IMMEDIAiELY NOTiFY PROPOSED FIRE HY�RANi THE ENGINEER OF ANY OISCREPANCiES E%ISTING WATER IJNE 3 ALL SANIiART SEWER IJNES SHALL BE PC SDR-26 PIPE UNLESS NOtE� EXISiING GAiE VPLVE � 4 LL SANIiPRY SEWER SERVICES SHALL BE 4' SDR-26 UNLE55 EXISTING FIRE HYDRANT ¢ A orHERwisE NorEo. * 5. LL SNITARY SEWER MANHOLES SHALL BE INSrALLED WiH MPNHOLE NON-IYPIGL SERVICE LOCATION LID ASSEMIBLY PER DEfAIL D014 ON SHEEi 23 AND DETAIL DOiS ON SHEET 23 6 REFERENCE APGROVED SEWER STUDY WSS-2021-1J3J I 9:a571NG 100-tt3 FLOODPLAIN ' � � � � 100-M FEMA ILOODPWN - ---_---- _ " // --_ -_-____ _ ` \� -" �\\\ a0' TEMP CONSTRUCiION \�.. EASEMENT C.C�/ �220111486 \ � � cck z�ozseeaa ' oa.arcr � \ ��CEMI�',G R4NCH ROAD .� �� •� \\ 1 �. \� _ _ _-_____ CORNER OF iHE CHAIN LNK FENCE HOUSING � NAiURPL GAS APPUFTENANCES- BM IS z APPROX MAiELY 1 04J FEEi EAST OF iHE � INTERSECiION OF CAPE ROYALE DRNE PND BOAi CWB ROAD ELEV 661 60' B% �CUT ON NORTHEAST CORNER OF AN ELECiRIC vnu r �ocnreo nr NoarHeasr coaNea oF 1He T: RSECTION OF PARK DFNE NJD BOAT CLUB PRO%IMATELY 46 FEET EAST 0� THE t�IERLINE OF BOAi CLUB ROAD, AN� APP20XIMATELY 81 FEEf NORTH OF THE CE�TERLINE OF PqRK DRIVE SAID POINi IS P30XiMqTELY 66 FEEf NORTHEPSr OF THE Q �� —� R�TARSECiION OF PARK pFNE NJD BOAT CLUB ELEV J9J 44' 13+00 4+00 15+00 16+00 IJ+00 18+00 9+00 20+00 21+00 22+00 23+00 � %� ( ,� i C � ✓N �� ` ��a xc � �'�' - \ 'i � � \`/ �' '- �� 755 � �; �; \ _�,�Ss 1 .� �:,, � `�`_�-, � / — --�_ _ / R.a� � \ � � \ i � %% / \ � Ak �v�✓t \ �`� / / w�sc e� � ' - O' �—_ _ � � ' / I � � � __ ..,�� •-� - .� 750 � z� i cF � _�� / --' I � � Na uFc� cRwr o�=w � i � ��_`__a.. � ..-� v ea .. � _/' z� �� '�. b— .. , �� r ,� ��-��,, _ � F�� ,�a f � � � Q �E,r<a��4.E � s �i �� , �� ,_ �� , �� _ ' 9 ��5 N .-�w �- ar P� N=- � r _ _ -- �^ - ^ - w�" _ -' �\ �.au�.n� o.��vo � aiw _ � �'- ` . - .. � _� �/ a7� U i - H � e�35 `�S S�i� . � — ` //` �as'A , /�C/ �� a s �ao �� l� � f� SZ i�ti � � � mro �n "a 725 ,�� 40 � i J S --�f �=-1 ` �a �Sy— J -.. =' — J iRACE PARKWAY 4�� DRNNAGE FASEMENT I � —�-� -- --- �� C— � F-I I __ I sm J .,... — _ 36 FCP � �orE� r�E �o�rRA�roR s�ALL �oNrA�r r�E Fo��ow�� Ar �A� o ae Houres aRiore m excnvnnNe iN trvis naen. �v O FOFT WOFTH WATER DEPARTMENT 81]-392-8296 I ATMOS GAS 1-800-460-3Q30 p TXII ELECiRIC 1-800-2a2-91i3 O SOUiHWESTERN BELL TELEPHONE COMGANY 1-800-395-0440 � H ORTAiI O�'/PIIBLIC W - - 0 Z FOF ALL OiF=R FACILITIES WWW TEXAS811_ORG OF I-800-595-6005 - O CIY PROJECT NO i04830 z FID� 30114-0200431-10a830-EOJ685 gp CO MAPSCO B�NO 32F O Q NnpwwNdS'S�C�{�W. W �a��b¢furcytiul}ia. i FXISTING 8" SANiTARY SEWER BENCHMARKS- _ PiONEER POINT PHASE 2 BM�'1 d CItt6PFOJECt NO A� THE INiERSECiION OF BOAT CWB RD AND FID N0. 30114-020043168102�68-E0�6A5 PARK DR 256'i EAS� OF CEMERIJNE BOAi I GLUB FD- AND 66'2 NOFTH GENTERLINE PPRK c � DR. IN iHE SOUTH SIDE OF A CONC BASE i0 A� � \� SINGLE POLE TU ELEC TRANSMISSION TOWER W I OFEFOURON� TOWER FROM THE El�SI iN A SET � �-� ELEV �9029� � BM�2 W %" CUT IN CONCRETE STRIP HOUSING THE ~ iRAFFIC BARRICA�E LOCATED ON NORiH SIDE OF z BOAT GLUB FOAD, APPftOXIMATELY 49 FEET FROM � ' --- EMERIOEE OF BOAt CLUB ROA� AN� ON iHE a 22 23 WESt OF iHE NiRANCE 10 iHE 60A1 GW6 = - .__ - - — ROAD STORAGE FAGLItt, SAID POIM BEING ~ APPROX M TE Y 4 FEET SOUTH OF SOUTHEAST � 10' FLOODPIAIN EASEMENT- ULTIMAiE 100-YR FLOODPWN .v�;nnc � ✓.' \ � �� , r vc.��o;, � � �„e //e � — — / � %s� ��nsi.. �EPo� �aanx� AooEo .a E.�s,�x� M.��o�E DATE REVi5i0N BY 755 EXISTING SANITARY SEWER PROFILE SS-1 750 �a: l��]C��ll�9d�Ilffi�� :sT ]E'1a�� 1 � CITV OF FORT W'ORTH TARRANT COUNTY,TEXAS Q 740 uq�a ine. �A w e�eo n p�esrway ano�e as� eai w�o v> s�eaaoo z oeues,re�s�szae Fau�F��aee � 735 � PRo�ecr io Nrsoo-ozoa r onre� oec zoza � w oescN surrere � DRAWN�. HPRRISON W �:( E.��.. �A�E � 730 uoRz 5 i, = Qp. z � �� />%� veel_ i' = O �L�ti � SHEET � /��o� t6xo3a �7�\� �' ]25 OF 102 SHEEtS � z Docusign Envelope ID: DA010B1E-923A-4592-9963-C6CF8B8F653E DEVELOPER-AWARDED-PROJECT CHANGE ORDER PROJECT NAME: Northpointe West Phase 1A CONTRACT: Water, Sewer, Pavinq, Street Liqhts, & Drainaqe Improvements CFA # CFA24-0088 I CITY PARTICIPATION:I CITY PROJECT # 104830 CITY SECRETARY CONTRACT # 62291 FID # 30114-0200431-104830-E07685 X # 28090 FILE # W3028 INSPECTOR: PROJECT MANAGER: Sri Peddibhotla Phone No: Ram Tiwari Phone No: CHANGE ORDER No: No � (682)718-6979 (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 $455,987.00 $0.00 $257,156.50 $0.00 $2,741,449.00 $0.00 $1,794,544.80 $0.00 $278,523.00 $0.00 EXTRAS TO DATE $15,680.00 $0.00 $6,499.00 $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 CONTRACT TO DATE $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 $1,794,544.80 $0.00 $278,523.00 $0.00 AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,528.00 $0.00 $0.00 $0.00 REVISED CONTRACT AMOUNT $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 $1,798,072.80 $0.00 $278,523.00 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $471,667.00 $263,655.50 $2,741,449.00 $1,798,072.80 $278,523.00 REVISED COST SHARE Dev. Cost: $5,553,367.30 City Cost: $0.00 TOTAL REVISED CONTRACT $5,553,367.30 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY UNIT � 15 9999.0017 (28) SF � '33 3213.0101 70 SY Asterisk (*) indicates New Pay Item CONTRACT DAYS 220 220 220 UNIT IV: PAVING IMPROVEMENTS ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL 9999.0017 10' Conc Sidewalk I $4.00 ($112.00) ($112.00) 3213.0101 6" Conc Pvmt $52.0 � $3,640.00 $3,640.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $3.528.00 0.00 $3,528.00 i- REVIEWED By TiwariR at 10:04 am, Jan 30, 2025 Revised: 12-17-2018 Page 1 Docusign Envelope ID: DA010B1E-923A-4592-9963-C6CF8B8F653E REASONS FOR CHANGE ORDER Driveway added forAtmos Access. Width of the driveway and radius of the transition approved byAtmos. RECOMMENDED: LJA Engineering, Inc. By: �UkGt' YSfa�e Name: Vince Stanko. PE Title: Prolect Manaper APPROVAL RECOMMENDED: CFW - Water Department By: NIA Name: Title: RECOMMENDED: CFW - 'Contract Compliance Manager By: Name: Ram Tiwari Title: Senior Professional Enqineer M&C Number: M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction By:�D�°` e�^ �rnnsAaseacwo Name: Jennifer Eller Title: Authorized Aaent APPROVED: CFW - Assistant Ciry Manager By: Name: Title: ATTEST N/A APPROVED: ConatserConstruction TX, L.P. By�1JV^AL�oI�W�YtS Name: Brock Huppins Title: Presidenl APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: N/A Name: Title: * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include NIA ensuring all performance and reporting requirements. 0 There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract ♦ REVI EWED By TiwariR at 10:04 am, Jan 30, 2025 Revised: 12-17-2018 Page 2 �� E D C PqL STA 18+8218 (5500' LT) � p � I CENTERLINE CURVE DATA � BEGIN SHOD UER ry u�� rcclRu AV SrA 2]+26.43 (26-00' LT) REMING kANCH ROAD p EP=J92 I6 RECESSED 10' CURB INLEi TC=JSJ 10 '4 I CV{� DELTA W+DIUS LENGTH CHORp C-L I � � PAV SiA 18+82 I6 136.00' Li) IyI�j , ��Ep n rcc/A� PAV STA 26+892� (2635' Ln FLEMiNG RANCH ROAO y� I C� 38'33'23" 51000' 34320' N 1'40'18"E 336�6' � 0 20 40 00 SEE TxDOT PLANS � -�92}e REGESSED 10" CURB INLET TC=�SJ 25 �T � FOR BOAT GLUB �� 63 I C2 22'12'0�" 51000' 19�62' N 1'1�'33"E 196.39' � — /ROAD IMPROVEMENTS . i 6" REINFOFGED GONGREiE PAVEMENi PqV STA 26+035�8NC2892�' LT) FLEMING RANCH ROAD �� Z �/ q9 �S ( CC 55 GATEFOUTSDORTOH RESIODE�NT�ANSTDALLEDABYOOTHERS) �3 20-D52J RECESSED 10' CURB iNLET TC=J5864 � �fjy�SS � STA 9+0� IS (5500' Li) PqV SrA 25+1202 FLEIAI N O ��A�� END t10' ROW SECTION N , I Gtt PROJECT NO i04830 z � u� � 3� y'� � EP=�9288 BE61N iRAN51TI0N � A FI�� 30114-0200431-10a830-EO�fi85 ry`�'y�l /o / F ,\ PqV STA 19+0� 16 (3600' LT) PAV STA 24+89.00 (}2_00' LT) REMING FANGH ROAD U 280 � m �)� O / �/ � "L'�� RECESSED 15' CURB INLEi TC=)6284 62 MAPSCOBNO 32F Q,F��' � Q�p. EP=J9250 lOG � o < k'�r�;�r�o ao' PiPEUNE EaseMemr �s � / 0� ` �S cF PAV + � 0 LE OA �PPRO o8� PGAT ON) �A �6+9J 5 /�Pt� • • � Q ��s �� A � �,�r srn z-s z s(3z oo� �r) F Mirvc reAna e i o a e r c r aa3 � 20 o EN � RECESSED 20' CURB INLET iC=�J33i I �' � a� � m e � i � � i w.owwHaS's�tel�w. w �y / PL PqV Sf . i � I j i I I � R61 �.a��bG�P2YQu[1i�. fn / END CURB °�/ � � PC WAV� Sl� �24+95- 1 � v T GIN SHOV�DER � � � m � � i � KEY MAP BENCHMARKS- _ � �� k � � i � � � i " i � ��0� 1" = 1000' ar�'HE iNrERsecrioN oF eonr cwa Ro nrvo � (2) 10' P-1 PERPEN CUTA � � � I I I I �— �jA PARK DR 256'2 EAST OF CEMERIJNE BOAi I R P(iY� � -- �—� I I �, a 2� / l� CLUB RD- AND 66'2 NOFTH CENTEFLINE PPRK .[� DR IN iHE SOUiH SIDE OF A CONC BASE i0 A� �� a I -�+ SJ� a� a `�. SINGLE POLE TU ELEC TRANSMISSION TOWER W �� / \ ��t T � I N/� OFEFOURON� TOWER FROM THE E0.5r iN A SEf � �/ / \ ' � �� o I I I I �• � � � ELEV �90.29� W .� � P1—iT'� — C] 6M�'2 � �� — _ I yr o�� I— — � � "x" CUT IN CONCRETE STRIP HOUSING THE z �� T%�Oi RIGHi \ � I I I � k iRAFFIC BARRICA�E LOCATED ON NORiH SIDE OF O TURN LNNE I - I � BOAT GLUB FOAD. APPftOXIMATELY 49 FEET FROM / I I I � qo nNo � � � NOTEs � �oi ' O � cENiERUNE oF eoni cwe rro , ory iHE a � 1 SiDEWALKS ARE TO BE CONSTRUCTED BY 30' PIPELINE EP EMEM � � I I I � � WESt SI�E OF iHE ENiRANCE t0 iHE 60At GW6 � eono sroance Faaurv, saio aoiNr eeirvc // Sf HOME BUiLDER UNLESS OTHEkWISE NOTED PC PAV STA 19+3� Ol SOSS�, � g� I M I I I ' APPROXiMATELY 4 FEEf SOUTH OF SOUTHEAST � p� ry� _ I I I I i GORNER OF iHE CHAIN IJNK FENCE HOUSING �� 2 MA RAMPS ARE LO BE CONSt�RIIGiE� BY 5 OPRTCi � O �/ c�4� �=q oEVELOPER ANo SH BE tYPE - �NSIwUcI ,�IV � FiFnniNc RaufH R�n� �� _ _ � _ �� _� I _ _ �� w�TURnL CnS aaPURTENnniCES- BM IS z �,0 2� f;�, <ry PERPENDICUUR CURB RPMPS OR R-1 pqVEMENT HEADER � � I I I � � APPROXIMAiELY 1 04) FEEi EAST OF iHE j qj9T2T RESiDENTIAL INTERSECTiON SPECIFIED PER PlANS & BARRICADE � �' � I I I � �� IMERSECiION OF LAPE ROYALE DRNE AND BOAi �/ oFS � � S� 3� SEE SIGNAGE & LIGHTiNG PIAN SHEEf �3 LEGEND � �� I I � 50' PIPELINE AN� ' CWB ROAD < C 2 qo 5 �EWALK I /� � ELEv 661 60' � F I 5 t0 BE SiAKE� IN FIEL� V-- f I I qCCESS EASEMENT - /� ��°2�� APPROVE� BY LAN�SCAPE� ARCHItECt PRIOR 10 r � �0' WIDE SiDEWALN & ADA WARN�NGI I I �J I-- I��I I I/ \ CC.N D22033a415�� // FLOO�PUIN 0-YR BM�3 - f RqMPS BT �EVELOPER _ I I � R�'��C�F, j CONSTRUCTION L==o-J APPRO%IMATE LOCATION OF , I � � � � � OPRiCT "%' CUT ON NORTHEAST CORNER OF AN ELECiRIC �� 5 ALL ROA�WAY PAVEMENT TO BE CONSiRUCTE� I I 5' WIpE SIDEWALK BY BUILDER EXISrING GAS. CONTRACTOR / r � � 10' FLOODPLAIN VAULT LOGATED AT NORTHEfST CORNER OF THE �� B WITH 6-INCH CURBS Citt DETAiL D525 TO FIELD VERIh & CONTACi � „� � �{ /� I EASEMENT INTERSECTION OF PARK DRNE NJD BOAT CLUB B REFER TO SHEEi 6 DIVISION 01 - CENERAL OCK 50� IIiILItt PROVIDER PRIOR i0 � I I I'/� /, ROPD, APPRO%IMATELY 46 FEET EAST 0� THE � � � t�OP501L & 30' SEWER FACIIJTY � REOUIREMENTS FOR TOPSOIL FlNISHING. LACEMENT B CONSiRIICiION Pav S J �fi l FiFMiNf. RaNCH ROM EASEMENT CENiERLINE OF BOAi CWB ROAD, AN� 18ev�wwR�,o:o<am,�a�3a,�ozSl s°a�R oEs�°REENFOR�Eo �oN�RErE w�r�Q.. Vzo.� �A��nER �o.00 oFLEMING RANCH ROAD z3.00 �<.00 zs.00kANz��Row sE�r�oN s.00 cz�000R�'oso356 �`AR°E�Ao��o6PARK�`oR°RrE°Vr°°r��e Y TRANSITiON PAVEMENT NNE NJD BO --------- � —�— --- 9J44' 8 00 �A — ^ � � �---- ------- ----- ----'— ------- ------- ------- --------- "' ({� Iw (I�a a ,�,�. `I':1�.- � 1) )� � ��rJ �m\I � a��rc� N p � ry� H� �'8� � . � 78y ' ' �l � �m - ,� c.S�`S� c.� �,.�Q _�_ � \i � �� Tf a" -\ �� m D i„ � (:l �i/�oizoz��a.mos acc� oxrvEwnv noom ac / >� DATE REVISiON BY �� 780 PAVINGPLAN& � � I�I I � f�� w� m _��' a .4� ±I a � ��/�;c a se- PROFILE � � � °'��i�>\ ,-�Ws1L-� �� _ y m �� /�� p�; FLEMINC RANCH RD � - �/� / ^ I �. O 795 � / , / ' � '�1 -rqj �• t� �i/�_ , �, I� n 775 i i -� - � � � �, n } �7 tI,, ��7 Foe sonr cwa Rono' � • P +uso>. - 2� � � S; � � �% �� j , - I� 1�'�]C'1�ll1L�9d➢IllClll�� 'V'�:�� `� corvmecrory see rxoor � ' � ��/ � / - � n . ��. N 1f� A ruaN uNe awvs Foa � i � \ � ij7v� 7� �� '� �e 1C ��l�i �1'� NORrHvoNre wesr �/� �� _I_�� .. �� Q PHnses ia � ie ' �"'-�r�- \�. :_J � _ A � !� �/� � J Ec � rr�p�ov In F � I . ,� . ��eo �,� /�� -� � �. !� �/ �r � i� n ��o .1 i F�nu� �,.a �o � /,/ �� _ / ��% � � I �� „�� I�� W CITY OF FORT WORTH �_ �. �\�� -�,uc ��o i�< � �� F�ig3� x�. � � _ � I Z , _�'° // � \ � ev��o�3i � � % � I J TARRANT COUNTY, TEXAS �� s-�a� s:�.: / � ' � <� �� -- — I �- Z Q e 785 �\ ./�-� �6; aar�x �e-� � ��. _ I U 76J- - � �,� F �_ _,� ;, ,�,/� - � _ _ _ _ _ � � uq�a��. L./A �� I �<�� s�eaoo� o-a .p�esrwar aeo�eaeeaziar�o Q �� A/ nb x z�, e+e�c✓� �.. `�i I � � z - �� oauas rems �szos Fau F�aaee � a��780 oi � �1af'�� . / � �6� � � � n � � _ . '? � /�` �- 780 `�n`�irsoo �ozoa � r _ sF3;i�iri��. �� ` � 4 ,L�.- � onre� �u�vzoza w � ,� . g' � � oescN NARRisom � \ J'"S" _ � I -�/JTi?»-,�____ �`'� ``� oanwN �waaisom w °g 775 -�,,�� .... - 755 �:C...._..�._....i^. cA�e z �� uoRz � r - Qo' _ __ vErtr i" = O - _ _ _ _ _ � _-_�___ \ / _ __ ' - 9��axai5 SHEET � � _ _ _ � � i/�� R61 � -a 770 J� - J� �' � J� � � � �� I �d `� �= � � � 750 �� oF �o� sHEEs � LEGEND r46�J-� � CENTERLINE CURVE DATA N �,�y � BEGiN SHOUL�� - � � �`= � R WI�E SIDEWALK & A�A PAV SrA 2�+26.43 (26 00� LT) FLEMING RANGH FOAD 6q I�� DELTA RADIUS LENGiN CHORD �L 1� � / L--- J o�PS BY OEVELOPER RECESSED l0" CURB INLEf TC=JSJ.10 � Cl JB'}3'23" 51000� 343-20' N41'60'18"E 336 )6' � O / �� I I S WIDE SiDEWALK 6Y BUILDER PqU SiA 26+89 2) (26.35' Li) FLEMIN6 RANCH ROA� � � 0 20 40 80 SEE TxDOT PLANS �¢� �i� RECESSED 10' WRB INLET T��5�25 I C2 22'12'OJ" 51000" 19�62' N11'IJ'33"E 19639' � FOR BOAT CWB � TOPSoiL & BLOCK SOD � / .e�" ��'/ / � PLACEMENT PqV STA 26+03 68 (28 92' T FLEMING RANCH ROM �^ Z ROAD IMPROVEMENTS � P (2) 10' P PfRPENDICUWt RNAP (iYP) � pEIEIAENRH00D GOLLEGTOF RECESSED 10" CUkB INLEi �C=)58 64 66 � I N � vnuEx cVrtEa� VALLEY GUTTER I Z � AV StA 24+8900 (3200' Lt) FLEMING NCH R h CITY PRWECT2p�43�1��}0 3.. EO,E85 N u RECESSED 15' WRB INLET TC=�62.84� I� Xo 25090 0 � 1045 m � +"�1 � 62 u W- 3028 O .E� Q' � 10G MAPSCO NO 32F � 1' a p 40' PIPELINE EASEMENT 65 � / � O 941 SY OF IOtpSz E+Z'OSA(92A0' LT FLEMING RANGH FOAD PT P 5+9 5 I �, - � 1� / \ � (/+PPROX LOCqTION) E F, ` RECESSED 20' CIIRB INLET C=JJ33i V0�_ }qpg p� q� NP Q �/ 0 � \ PT PAV S � O.P.RT_C.T. � 20 � E� � P � I �°4 ' . wn�K f i i i � i � � wrnwwn�t's�eltlw. w � BY DEVELOPER � � I I I j �.ai��bCfPKEy44ffi�. V1 / END CURB � �6 I p� �q� S� � 6V � cw sHou�oea a� � i i ��a+ea_ i � � C� KEY MAP aeNCHMnRKs- I �� i� V `" a �� i i i I � ��9 � 1" = 1000' aM�'He iNreasecriou oF eonr cwe eo nNo � � ,J i \ ¢ � II� I i � — �A aneK oe 2ss x ennsr oF ceNreeuNe eonr I A�Ai: v STn 19+13�f] / I I � {� CWB RD AN� 66't NORTH CEMERIJNE PARK - -��- a � e � (n DR iN THE SOUTH SIDE OF A CONC BASE TO A� II� -r �° SINGLE POLE T_U. ELEG. TRANSMISSION TOWER � � � •� � � ' � i '� �i� o�e secoNo rowee Feou me �+sr iN a sEr � i � __ h mii�► i� i /�i � �1 ` O I «�ui I i i i � � �� / 9 eM z U� E�v �eoas� w � � z � � �� iii � o� " i �� ranFFic nae� aoe� �acn � o oN�N�oarH �sioe oF �/ TZDOT RiGrvT I I � � ��I � k BOAT CL116 ROAD, APPRO%IMATELY 49 FEET FROM � 3� TURN UNE N \� �01 II� I I I` � s CENTERLINE OF BOAT CLUB R0.D, ANp ON THE a �� o.esewn�Ks � ao� waeuuc FnseutNr � M� i i j � � -� � ao� sroaneE Facwrv, saio aowi eEirvc� ewe � i i sio nee To ee cousleucleo ar / `S�y � HOME BVILDfF UNLESS OTHfFWISE NOTED. VOL S�SSJ, p0_ 9� � 0� I I I �J C� Fh� qQ 2 ppq RAMPS ARE TO BE CONSTRUCTE� BY _ �PR�-�T I I I I APPROXIMATELY a�EEf SOUTH 0� SOUiHEASi � CORNER OF THE CHAiN LINK FENCE HOIISING � �' q F- - �EVELOPER AN� SHALL BE iVPE P-1 � _ _ - '� _ � J. �— � I _ _ � � � � NATIIRAL GAS APPURTENANCES. BM IS z / � q �, I I I �� nvcaaxivaTE�v i oa� EEr ErsT oF THN a,o�2�y �Ci PERPENDICUW2 CIIRB RPMPS OR R-1 � � � R' 9� ry RESI�ENiIAL IMERSECtION SPECIFlED PER PLANS I � I� I � � INiERSECiION OF CAPEFROVALE DRNE A � 60Ai �� F �CTS2 3. SEE SIGNAGE & LIGHTING PWJ SHEEf ]3 p -TA 1A+ �O FlFMINC FANCH Ff1All � I � � � I CWB ROAD O� S 2 LurvS k��'i � � 1 � � 50' PIPELINE AND � � �� /�� 0�F. FOR DETAILS. PqVEMENT HEADER � yI I ///�� ACCE55 EASEMENT �� ULTIMATf t00-YR ELEV 661 60' / 4. SIDEWALKS TO BE STAKE� IN FlELD AND I I I �/ \ � C C.o D220334415� � FLOO�PUIN 8��3 � oqsze°s navaaEo er uNoscaaEo ARCHirEcr vaioa ro� eArereicnoe WARNINGI II _ I+ '� / Rl Gf�F CONSTRUCiION. APPROXIMATE LOCATION OF `— � �� I I I� \ P.RiCt �� "X" CUt ON N�RiHEASt COFNER OF AN ELECtkIC /� �� B W ALL FOA� AY PAVEMENt t0 BE CONSiRIICtE� E%ISTING Cv S,FCOMRACTOR i / \ � �� . 10' FLOO�PIAIN VAULi LOCAiED Ai NORTHEJST CORNER OF THE � ITH 6-INCHWWF65 Gltt DETAIL �525. t0 FIEL� VEkI Y& CONtACt � I � ^ X I` I � E/SEMENi INiERSECiION OF PqRK �RIVE AND BOAT CWB � � 6- REFER TO SHEEf 6 DNISION 01 - GENERAL IITILItt PROVIpER PRIOF TO I pl �/' /' I ROA�. APPRO%IMATELY 46 FEET EAS� OF THE �� REOUIREMENTS FOR TOPSOIL FINISHING. PqV SrA �5+1� a� Il �M G RANCH ROA FLENING RANCH R�A� 3p EpSEMEN7ILIN CONSIftUGTION V S1A 2� CENTERLINE Of BDAT CLUB ROAD, AND REOUIREMEM PER SPECIFICATION �OCUMENi � � APPRO%IlAATELY 61 FEET NOFiH OF iHE � az-e�-�e �REVIEWED � eNo iio' aow secnoN �� eeciN nz reow seaioN c.c o ozvoeoasa ceNreRUNe or anRK orerve. snio aoiNr is BEGIN iRHN51TI0N PFiCT. qppRO%IMATELY fi6 FEEf NORiHEAST OF THE ByTiwariR at f0:04 am, Jan 30, 2025 ra eE s ��RE�NFOR�Eo �oN�RErE w�r� s r LEMING RANCH ROAD �N.ERSE�r�oN oF PARK oR��E A�o eoA. ��a suecaAOE_ eano. 22+00 ELEV ]9].4a' le+ao I9+oa __zo+oo_ 2t-oo z3+oo 2a+oo 25+00 - - - - - - - - - - - - - - - - - - - - - - - — - - - - L - - - - - - - - - - - — - - - - - - - - _'- - - - - - - - - - - - - - - - - - - - � - - - - - — _ - - - — �c ^ i � _��/_ "`l _ �rJ m ii(� ��8:1 � � 7i� �7� � � ia �� G� 1 V c^ DAiE REVISION BY 800 � I ° _ � � �� i--�'�� 780 PAVING PLAN & an�ac s� � � � °' � �� FLEMINC�RANCH RD Gm _ ��/�`\ iri� -c � „�I�, —__ -- � x� �%�/i�� r_� � I� o �ss I \ � ; � ! �a _ �� %��, ' I, F ��s �T��i��mm�� VV�� Faeeono��seeon�'_ •Zy /�____� so� ��`�� .�.1��//� . �.e�.�� I� N c N e t e txoot I - - - �- � r wv �aNE Pw+s roa ' ( �. �� f o v�e :c '� ��jR/ �,� �- o a cFN�� I� ~ NORiHP01 E WFS , "��, -/ +C.S� �__ ��°�� a 790 aHases in � ie �/ �� _ /f�//� V �� i. ia� I� H I i A��Q 711 � �� `.�� I> � 770 � ` i . . � FUu�. �oz !�a+o . / / , Yi`� �_ e _ / 7T�i I W � � i�� '�`�c o / � � I rT ��FL� yli? ,;, %�/� � � � � z c�Tv oF FoaT woxTx / E � � � >�/-�� =��F A � ., � � / �I V�/,, .� e�GN s \ ` �\��i� � I J 'fARILAN'f COUN'CY,'fEXAB �l ' / � 0 / 1 iI �� I �- Q � 786 - - z, -r. � _ �'�a .6: i �an�x. � I �/ � _ I Z 7C� -- � � _,' / ` �,�',� - _ - � �,Ep��^��...yi�v..�. L./A � \ \ �� Fl= �5_i �v 1 �.��_ � '-- — � - a Q 8080NaMCenlrelErcpresswaY PM1ane 46B8210]10 a �� II �d� � � � / n4' x z ' eve�.c✓� � � �! ,C � s��eaaa I \ � - pelies,Texes �5206 FRN-F-1386 � \ �� ` FL�� 5 �� /�. A PROJECi ID a g�780 oi F ef � ii. / � :611 ^ `�- -�l, � 760 �N1eoo-osoa �o �1��C�.�� . � � � � �% �.' onre- du�r zoza � -e °° � � \ ��> —_ w r- � oEsicry �ARRisoN � � � - R�x,� -� � I -`��1/TTr"r.�o-,.�I-- �� oanwry HneRisory '�775 -;55 755 ''�E��" sca�c z na Hoar ,.. - 40� �`\� �� %>/ vEar� i' = O � � _ _ _' _ _ _ __ _ �" \.�[Jc` p SHEEf a �i = / �` H aa' T�O r � � r r r r n 0 r r r r r n\•/ n—��- r r r 7� �'9 2�a OF 1p62 SHEETS � Docusign Envelope ID: 57556468-A95C-4D64-8C70-A4D14F17A63F DEVELOPER-AWARDED-PROJECT CHANGE ORDER PROJECT NAME: Northpointe West Phase 1A CONTRACT: Water, Sewer, Pavinq, Slreet Liphts, & Drainaqe Improvements CFA # CFA24-0088 I CITY PARTICIPATION:I CITY PROJECT # 104830 CITY SECRETARY CONTRACT # 62291 FID # 30114-0200431-104830-E07685 X # 28090 FILE # W3028 INSPECTOR: PROJECT MANAGER: Sri Peddibhotla Phone No: Ram Tiwari Phone No: CHANGE ORDER No: No 3 (682)718-6979 (817)392-2237 CONTRACT UNIT WATER SEWER DRAINAGE Developer Developer Cost City Cost Developer Cost City Cost Cost City Cost ORIGINAL CONTRACT $455,987.00 $0.00 $257,156.50 $0.00 $2,741,449.00 $0.00 EXTRAS TO DATE $15,680.00 $0.00 $6,499.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CONTRACT TO DATE $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 REVISED CONTRACT AMOUNT $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $471,667.00 $263,655.50 $2,741,449.00 REVISED COST SHARE Dev. Cost: $6,167,187.30 City Cost: TOTAL REVISED CONTRACT $6,167,187.30 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY '34 9999.0035 95.1 '35 9999.0036 222.1 '36 9999.0037 167 '37 9999.0038 370 '38 9999.0039 1170 '39 9999.0040 351 '40 9999.0041 800 Asterisk (*) indicates New Pay Item PAVING STREET LIGHTS Developer Developer Cost City Cost Cost City Cost $1,794,544.80 $0.00 $278,523.00 $0.00 $3,528.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,798,072.80 $0.00 $278,523.00 $0.00 $613,820.00 $0.00 $0.00 $0.00 $2,411,892.80 $0.00 $278,523.00 $0.00 $2,411,892.80 $278,523.00 $0.00 CONTRACT DAYS 220 220 90 310 UNIT IV: PAVING IMPROVEMENTS UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL CY 9999.0035 Retaining Wall 1 $1600.00 $152,160.00 $152,160.00 CY 9999.0036 Retaining Wall 2 $1550.00 $344,255.00 $344,255.00 CY 9999.0037 Stone Rip Rap $225.00 $37,575.00 $37,575.00 LF 9999.0038 Underdrain Pipe $60.00 $22,200.00 $22,200.00 TCY 9999.0039 Select Backfill $30.00 $35,100.00 $35,100.00 LF 9999.0040 Concrete Ditch $30.00 $10,530.00 $1Q530.00 CY 9999.0041 Excavation $15.00 $12,000.00 $12,000.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $673.820.00 0.00 $613,820.00 REVI EWED . By TIWARIR at 10:29 am, Aug 06, 2025 Revised: 12-17-2018 Page 1 Docusign Envelope ID: 57556468-A95C-4D64-8C70-A4D14F17A63F REASONS FOR CHANGE ORDER Costs for retaining walls on the eastern side of Fleming Ranch Rd added after approval of the structural plans. RECOMMENDED: LJA Engineering,lnc. BY: [�w c�� Name: Landon Kina. PE Title: Prolect Director APPROVAL RECOMMENDED: CFW - Water Department By: NIA Name: Title: RECOMMENDED: CFW - `Contract Compliance Manager By: Name: Ram Tiwari Title: Senior Professional Enqineer M&C Number: M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction By� �oy�s c�zc,00 Name: Jennifer Eller Title: Authorized Aaent APPROVED: CFW - Assistant Ciry Manager By: Name: Title: ATTEST N/A APPROVED: ConatserConstruction TX, L.P. gy�P�"oC�O (�Uy�iln.5 �de� Name: Brock Huppins Title: Presidenl APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: N/A Name: Title: * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include NIA ensuring all performance 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 af 10:29 am, Aug O6, 2025 Revised: 12-17-2018 Page 2 Docisign Envelope ID:57556468-A95C-4D64-SC70-A4D14F17A63F � � � � J �� I €,. � � � ' MAT'CH LINE SHEET 54 _�-� ��II �yI� I I II III �/ I I FIITURE la hl NORiHHO NTE WEST 130' ROW , � SE; ,� �-; -��-- I � \ I�` I _ _ - _ "" h Iry ��. � (i. I I In I� I � � � � , / r I . - �I —� � i � ! F � p I � I, FOG E - � NC R9 3 T J579F� _ �� U �� I i� � � I� I� NORTHPO NTE WIST I jI iHASE 18 I II I � 1 0l. IN �Nc nNo ACCESS E/+SEMENT G G j� 0 220 33 44 15 I u OP.RiCT f I 03 og �� / / � / I / � II ) i �o/ I II � �� / , ^�� "�/ o� � 7 0 MATCH LINE THIS SHEET " �^ IJ j � V(? � �/ � � SLOPE . '/� �SF�^j. � �0 ��: sra � � Uc l O ^ �Jm E� �3B.o6 �l�/TI/ � UL 00-vR -�SF/� ��. � � / / � � i , / �CT eC �� FOODPAN �ry 'A `� I � \ J lL �I� I � S 4�6g �Qo.z3 � ; I o �j �/� I oT � CALLED 20.153 I `�S � I 51 J N { � '>4 ACRES iE5C0 0. 93 I �� \ � w I (� I ��ag 6990 P6 505 i y50 � \ � I� I /' � I .R .C. I> INING WALL ��/ � �I I \ / � �� N� �� I� IrCI. � I qPPROX MATE LOCAT ON �5 SECTION i \ ��/ �'� ST OF 10 ATMOS GAS LNf IL ON SHEET 56\\ '� I � �;, ti� I � A I 4ZJ �(�� 30 STR P CENTERED OVER GnSLINE I \�o � � ( ! i / �. I \\'— SE�'QZBS AXMUM ALLI WABLE�SLDPE n aareoxMnrE�ouroN :� a� ��'0'llRow i I (( I I M�uasoicroNn� I or io arMos cns �NE �. � �ya - ' �I�' 'i e.I '\` I oc� c ico av wn � JO" S�RIP CENTERED OVER GASIJNE i � �N w �! : � �I �(�+�I 1 SE E BERN ZAOLZ' ATE� 8�1 MA% MUM PLLOWABLE SLOPE / �� /� � � � /� �' � � I " �I � E�NER FACIII EhSEMEN � .(1 5 R 350 I r SEL 7 1]9. .-� p2 T 090358 _ �� (r� � � �uas�icroNn� �� ix ai � � � � /�/I�i i . � ! Pweuue nNo - EATURE nS MSLOPf ACCESS EASEMENT `� �4 II E�NV kONMED BY WA I \ I m '�� I � �� I I � �� C Gw �22033a4i5 NrA� I ,��{,jf � I��` �„ i� � oPRr�r I DAiED SEPTEMBER � II"` , I'J� � I� � I 0 DR.!NF:::1 I y� � � ` zozi i '��h aa,s r�+s ��as�o ��;, , � �� i� E =E t�� ,� � � � ' � ' �� I �' t � � ��—� MAx a , _ � � � , „ s�oPE � 0 N 0 I g o 0 � � N o � � CI1Y PRWECT N0. 1048J0 z FD 30114 020�a31-i04830-=0]60.ri I x 30090 O rw,wasw �No. azF '� a za <o aa i I � � i � � Q � Knmv Nat311C14W. W �� e��bef42Y4utl� Q � BENCHMARKS�. _ � BM#� a � HE NTERSECTON OF BOAT CLUB FD AND jPARK DR 256 2 EASi OF CENiERLNE BOAi I CWB RD PND 66t NORiH CENTERLNE PARK I DR IN THE SOUTH SIDE OF A GONC BnSE TO A� o I SNGLE POLE TU. ELEG TRANSMSSON TOWER W I iHE SEGOND TOWER FROM THE EAS7 N A SEf � iOF FOUR. ELEV �90.29J I gX �1 W I 53 ' CUT N CONGRETE SrRP HOUSNG THE ~ I ikPFFC BARR G4DE LOGAiE� ON NOkTH 5 DE OF z I 1 11 eORN Cwe ROEocHPPRO%MAtELY � FEEt F M � I CENiERLNE OF BOAi CWB ROAD, D ON THE a - � WEST 5 DE OF THE ENTFANCE TO THE BOFT CLUB = i Rono sroance Fnauiv sno aoNr eeNc � o i naPreox tiwre�r a Feer sourN oF sourNensr � Q � ER oF r� A� �NK FE��E �o�sN� � I 54 NATUAL GAS APPURTENANCES BM 5 z i � naaeox mnre� oa� Feer ensr or rHe N Nreesecrou oF cnae aorue oeive nNo eonr c�ua Rono. ELEV 861.60 I I 1 �J BXUL U1 ON NORiHFASt CORNER OF AN ELECiRIC � ocnreo nr rvoerHersr coarveR oF rHe eesecroN oF vnaK oave nNo aonr cwe �� I 5 6 OA�, PPRO%IIAATELY 46 FEET EAST OF THE CE E L E OF BOAT CLUB ROAD, AND 1 7 CENROXlAATELY 6AR�FEET �NOFTH OF THE /I � ERLNE OF P �F E SAo PONt 5 / I APPROX MATELY 66 FEEf NORiHEAST OF THE NiERSECT ON OF PARK DRNE AN� 60Ai CLUB Rono ELEV ]9�.44 GRADING KEY MAr � � " _ � 000' � ' I��, LEGEND W I —5 � I � � p _ -_. w $I t - o I �L4_�/ � m r r � ? J --•-� - £ --- I _� f ..�..� TG TOP OF CURB � � II � rULT WSEL �3S1�' __ �I � I I I- 5� SY I -.2 ' . _ a - � ` �� '� 9 � — � � A ,� /i -_____-' �I I I � " I 1 `\ I � ' , � �s.: � . �o urwtt[ � c=i � r(' lsa�e � I / II 3 5 0 �MENi J /, w T-0E-WAY s v�i I I I- I ' �' HERTAGE TRACEr � . o �� " � �� PAaKwAr w 1' � I a � I il I � I li � T�I= s' �21,J N J�I �o- o I / ANNG WALL W � � CRO55 SECTION o I� � 3 �7f_J IB T= � oErn} oN sHee� se �, � � ; �� , /� � � - _ ' � �_ � � �— y / a 5�' I h�vR�)51�$ __ _..] 6�5 P. 2—`. ' _—..�.� _ I 0 5 b, aCEL �5. �t�_ , -- i..) o �j{ I �If W EL �4��!II-i�ZEc�Af�� Q IS�� I J -f.W-.,�L�4 �Bi� \� \ "\ — - � _- �,; �,ti � �. . �� - �� . .- � .�". � � -- w ��' � , L �A-82 , �ws`MATCH LINE SHEET 57 � Y � � a� a � . . ��`. . � . � s�o�t � �o. �� STn 483. - ULT w-� )Si_52 - \ r- I �' i a Nore *He corvrancroe sHa�� mmracr *He FouowiNc ar �easr >a �o�� PR�oR ro Ex�A�AnN� �N r��s aREA � REVIEWED FORr woRr� warER oEP�,MENr a„_39�_8z9a ATlA05 Gl5 i-B00-460-:.w� A C C Txu E�ECTRiC t-Boo-2a2-sti? REFER TO SHEET 6 FOR DIVISION Ot-GENERAL By TIWAR/R at 10:29 am, /Yug OV� �O�J SOUTHWESTERN BELL TELEPHONE COI�PANY I-600-395-0440 REQUIREMENTS FortT wORTH rww5a0rtTarioN/aUBUC wortKs 8»-392-ei0o REFER i0 SHEETS 25 FOR GRHDING GENER4L FOR ALL OTHER FqCILITIES WWW.TEXA5811 ORG OR 1-800-545-6005 CONSTRUCTION NOTES ev eoce oF anveMeNr ec exstNc creouNo —� FLOW ARROW s= EXS7NG STORM DFAN SYSrEM — �n��Ev currER T PROPOSED GROUND O TOP OF WALL B PFOPOSED GROUND � BOTiOM 0� WALL � PROPOSfD Si0R1A DRAN SYSTfM � PROPOSED RETAIN NG WPLL m PROPOSED ROW � PROPOSED ACGE55 RAUP on*E aEmsioN I er GRADINGPLAN �T��1��n�nh� �� CITY OF FORT WORTH �rnaenrv�rcourv�rv,�rExas a �,�i� � L./A W 6060 �M1 p�essway PM1one J696210]10 Q s�ne aoo = oa as, raxes �ssoe Fau F iaae � WNPROJECT D i600 0204 � �AtE. JULY 2 � W PSE� F re OESIGN FORTIINE � . /�� orenwN- Nnaaisou w .il......._......_. sca�E � E� �oRz , - ao z 9�� f>/ �ERr N,A o SE��`�� SHEEf a �9 z�< 55 � O OF 102 SHEETS z , � �� . � � � Docusign Envel�pelD:5755f468-A95C-4D64-SC70-A4D14F17A63F x PROPERTlES _ = Q�= � _ w ' WALL DIMENS10N5 � - (FL) (FL) (FL) Fw Tw Sw Hw F[ Kw Kd a o_ ,,, 3.00 0 to 0.5 2.00 3'-6' 7'-0" 7'-0" ]'-6" 1'-0" oq 900 0.5 ta 5 300 ��_6„ Z�_6,• 1�_�„ 4�_�,• ��_�" ��_a�• �,_a• �� 14.255Io9.5 i.00 ]]�_�" 4�_�" ��_3�� 5�_9" ��_9" ��_6" ��_6�� Sw ; Z_p„ 6 � IAax_.. !� �1 - f 3" Th�ck _ " � Concrefe Di[ch - Fd[2 ot VJa/l � • �q _- i � � _ IOCcittl0�it5�( j'�--{ � 3 l j _ £ , � = W 8� � •, � �0 ` I 5 0 TW � f �~~ � � I Hw �I( �n(1��oQ . ' , _ H � F ' ' � � 2� � ' ��, � � M� � . � . . . . � ' ' _ �_ �� • ��E � y T � �T I�'1 Fw SECT /ON o ( REVIEWED l l By T/WAR/R at 10:29 am, Aug 06, 2025 � RE/NFORC/NG STEEL 6ars A(�7J Oars Q(#5) I 6ars C(#7) 6ars E(#7) I Qars K(#7) 0(#5) �L at 6" Max at 6" Max at 6" Max at 6" Max at 6" Max ]Z" Max �I U o � � Ilnitorni Tap � /I slope A '� — � 3" 6" � � (rYV) Q I 1 � LPvel� � eottom af foo[ing � H DEFINITION 8otfom of� fmr�ng PARTIAL WALL ELEVATIONS (Showing vertrcal rei iforcr,ig pattern �n back face.) 't 3"(Typ) Tw+Sw-5%" BARS A � 1'-0" BAftS 8 3,_�, I I BARS F � 60'ldaz m�nus 6" BARS D, H, and T 2 I �J rw+5w-5 �z I OPTIONAL BARS A O � � Kw 6"I BARS K /� N x x �� = P = r-o" Sw-7" OPTlONAL BARS U BARS 8 O ICover d�meis Slear dimensions, unless noted otherw se fte iforcing b- d ons shown aie o�[ to oif of bar. °2'wMax a I 2` �saxa I �2 �Max ` I ��s O OJ l'lace ver[ical bars �nsitle of horizon[al bars (Typical bofh (acesJ O2 Place fooling toe aga�ns[ untl�sturbed soil OSee RefarninG Wall Miscellanen�s Oe[ails (RWlSF)1M0�)) s[andard (or s�ze O4 Opl�onal bars sylices no[ included �n above lable OS Bars U lappetl wifl Bars A O] Pl�ce m mum Y sfone p�olecL�on �+piap w�lh foLal fh ck -( 19', exfentl ng 5' beyond the etlgenof [ne wall /oo[�ng. See F�gure ] o� ixo0r 5kR s a tlartl �or a0d�tional Ae[a �s. MATERIAL NOTES Prov�de Class C conrre.e (f'c-3,600 psi) Provitle Gra�e 60 reinforr�ng s[eel co�cre�e wm tie qo�ernem tiy �rems azo rconc.e�e sunsn�cn�.es� ann an rnyn�a��nc cemen� concre�e� of [h �epa�lmen! o( T a orta[ions Sep[ember ]. 202a Sfan[IarA Speci(�caf�ons (or Consle ce o?s nd Ri ofnHighways, SLrcels k er�dges All o[hcr �e[aining rvall conslruc[ion shall bc govcrned 6yn1[emn023 (Re[aininy Walls) GENEftAL NOTES: Devgnco accoioi�g to in[crna[�onal eu�lding Codc 2o18 Contractoi w�ll complY w��h the folrovi�ng geo[ech�ncal repor s and lollow [he rec endalions lor siLe preparaLion, excavaLion, tlewaLering requi�emenLs, backlill iepu�rements, antl Uea�inq pressiires � Alpha Test�n9 /nr / UES Feporf No W222385-2 T�[le 6lobal S[ab�liry Analysis of Atld�[�onal Retarning Walls, Nor[hpointe West - Phases 1, 2, S 3 Final Oft �M 1220, �oi! Woi[h. Tezas Dated May 8. ZOZS A�d Fe 1385-] T�f�c� Glob�al Sfab�lity Airalys�s of ftclr��ning walls, Nortlipointc wesf - Phases 1, 2, 6 3 Final I Oft FM ]220, Fort Wor[h. Tezas. Daterl: August ]1, 2023 A�d Repor! No W222385 T tl 6 t�h I E p - t� , N 1 p t W t P-- � 1, Z 6 3 Fi �al 011 ] 0, , d D 9 0 S.. R. . 9 W II M..11 .. O. . RWISFJ(M00) . d �d for wall dra 9., ..pans�on and fricfron � . erpioofing antl olhe� d �Is and no[es no! shown quantrt�es are basetl on "H" being aie�age M1erght oi panel The con(r� o� shall be r soons�ble lor a!I [ nsf�iicfion m I�ods and (he sLabrl�fy ol the constriict�on s��e and al� o�ner s[�ur[ures in �lie ronstiu�t�on zone dur�ng cons��uc�io�r. �o��.a«o� sna,� f,�,� ��,tr �o�a�,o�= of a�� _ ��,,,«_, ��va�,o�= a�d d,m�n=,o�= pr�or [o order�ng ma[erials or pertorm�ng anyCconstruct�on work and no[ify eng�neer rn vi��ting of any conllrcts or d�screpanc�es - - II ,ply [he so�l compa -.� .n[s ouel.ned �n �lie 9eo[ecnr cal report f �I 1. . fi.d .. I y lic cnfirc Iciyth f I. Il. _ C - h ll f Itl t ha[ [he net bea - g p hould �ot exceetl nore !ha � 2000 psf RETAINING WALL DESIGN CONSTftAINTS ReFain:ng wall ioild �o_ have solid /ence P�aced on [oF of wall o[her [han [�iat shown on these plans. q� au r t n- �d i i� ��- �� pi �ed ati -an ou � u o-i zn -e oi��s . . � ��n . r u i . . . � r e . . �i t t �u m. . _ n,.,r i -i . .-i,o�,�, i , .,s. TI e.-e!a n ig walls no[ed a6o q r speci I d g WA�Engineering, Inc. �� .. �ip�E. OF ;Fk �� %".�� s,�l i R � '. � , ....:.......................: °.!i � v�.a.N� oiieco aox�e � �...:.........ns sa.......� i\ /, �, i � �� ENSE0.�2�,i V\�� I Fi"s �•�.....: .•�� llt�� ` os � simu �rt7� Iti�' �o �, E��ro� �� B/Idge oivision ,TexasDepa�tmento�Transportation Standaid SPREAD FOOT/NG RETAINING WALL RW(SFB)(MOD) R � �o �� e,aa o zo�� a. a .o�n�.,. .. ` I .ar � ftW1 Docusign Envel�pelD:57556468-A95C-4D64-SC70-A4D14F17A63F F— � loin[ loint open�ng 2" Mrn I I �6�Ivai��etl I ] �" PVC Prpe F (f!8) �(Sch 80) I) ___—___ ` ] 1'-6" i'-6" I 3'-0" 6alvani�ed F (#8) I BAR F (#8) ASSEMBLY DETAIL �REVIEWED By TIWARIR at 10:30 am, Aug O6, 2025 i �Type "A" or �� I ��g�� atersfop � I TYVe ]0 0l i na[erproofrng� i I � � I� Z at 2'_0„ � � Rlax � --I I Z" ., � 't^ I I I �Wape ]0 ferproofing F I�� I V� I �,_9., I PARTIAL ELEVATION _�r Face of wall� � rype "A" or s� ar��s�ou �se spacer �or scems rype "A" waterstop� � � f inequal thickness Il�C Galvanrzed �� Etfge of wall �F (#8/ at I 7'-0" Max spacing � -—� 7 i" PVC pipe�(5<h 80J Type "8" waferstop� � Use spacer for s[ems of unequal th�ckness 1rZ� �i Ed9e oI wall F (#8)ax 3'-0" at — _ _ � 0" M x sPacin9� _— _ i . / � Facc o( wall � q" Chamfer Permanant expan � joint terial � � I ace o( wall � a^ Chamfer EXPANSION JOINT 9. ;�. � �,6 h„� �f � 13=,J %!, I Z,. Z„ I z�. PVC WATERSTOP TYPE "A" � _�„ Equa� ~ ~ ��pe ]0 terproofing � 6„ Z af 2'-0" �� Z at 2'_0" Max Max �TaPe 10 � terproafin9 �I 1 � PARTIAL SKTION SHOWING WATERSTOP AT FOOTING ELEVATION TRANSITION � F;n,snea 9rade � CONSTRUCTION JO/NT I� ,, �� I� � �� '�=�G- `I� 2" I Ye" %A' I ] e" I 3 a" I i'a„ I�,� No« o,,,,�„s,o„s ,a„d shau�,s maY „a,Y PVC WATERSTOP TYPE "8" s�,gnuy depe�d,�g o�, ma�„t.�«��e� �1 O _ — �' y 7 M . - � �--'._ � 1� � � \ — " il�� 3 Tl�ick S Concrete �itch � 2 � Fil[er mzterral (Coarse / agyrP9dC G- d 2 Or ' Santl 6i I 5,d and Gravel t- th I ss � t„�n 5 u�;z �,�„ F;,re� Fab, � No Z00 s eve s e) O � (�M�rafi ]40N, � equivalent) � Underd�a�ns sno��id oe provrded, provitle flauvline a�d o�,��e�s as snow� elsewhele in the plans. Provide Type 6 �nderdra�ns T�op of undis[urbed on P�pe untlerArains a e useA, oinpacCed I. ___. �t eep holes O r w pe ]0 Face of wall�ti t - �erproofing =� �� ,_a � JOINT AND WATERSTOP DETA/LS � _�—� _ J� � o� / Limr[s of unc/assif�etl c � / b' P/ace toe and sCrucCural e vaCion � key asa�nsr ��a udisturbed soii �,_a�. - h = ° DRAINAGE DETAILS AND � � � EXCAVATION DIAGRAM BARS Z (#5) (Om t Bars Z when differrncc n top of I Cover d�meisiois are clear dimensions, unless noted otherw se foot�ig elevat ons is less Lhan 2 ft). fte iforcing bar dinieisions shown aie o�[ to oif of bar. O7 rape ends of ]%" PVC Sthedule 80 (o preven! concre[e or Il�OYtdY fY0111 SP2plltg ill. OCI C. �foiced concrete when diffeience in [op of foa[ing I t less than 2 feet 0 n t vhet Dowel Bars F can be pl d b t n ad�acent footings wrth 4 nch cover [op and tt . F f� g elevalion differe�ce not lo ezceed 4 feet. O3 U derdrarn pipe [o be in accordance with ltem 556 Pipe Untlerdrains." Oq The top ] foot ot niaterial shoultl consis[ of on-si[e [lay with a Plas(�ci(y lndex grea(er lhan 25. GENERAL NOTES: Designed accoidin9 Co lnternational Buildinq Code 2018. Walls are tles'gned � g ighf of select g. I. f'll for letainetl soil ]35 p( d- f�iction angle 35 d g For wall locatioi�s wiYfi key, as umed pas ve p ess<rre on lfie verYical /ace of [he key = 500 psf For wallsloca[�ons w�th no key, assumed foundarion soil = 725 pcf and a friction angle =]8 tlegrees. The untlisfurbed or ompactetl soil tlepth rn fron[ of walls mus[ not m sure less lhan Kd + F( +] �oo( as measured upwards �rom bo(fom o� key ea Re[aining walls are defailed [o be placed on grades up [o ]0% wifh /evel (ooting, with no changes in cinlorcing sLccl. SLceper yradcs [an bc notla[ed by shor[ening Bars A antl ears e antl ir sing ehe leng[h of legs of Bars U by [he sanie a�nount No change rn quanfr[�es w�ll be requir ed ReLaining walls may be placeA on ho��onLal c s by ad�us(ing leng(hs o( Bars T antl Ba�s H in the footing Minor revisrons to concrete quantities may be requrretl as a � esulf. A �� Bildge LJA Engineering, Inc. ��/1 oi�i:io� - iaec ,TexasDepa�tmento�Transportation Sfandaid � � ��\ % yia�E. ov...TF qs��1 sR � ` 0 , ....:......................::'.:.!i � v�.a.N� oiieco aox�e � , .... .......................:...., �� inssa :'�i\`1�Ssz (�$'`�F`(��ENSEO,.�,�.4•� as�� ou t`�1�\ ��`�_�. r,,,E7r�r /ti" �Al E�oFiF� SPREAD FOOT/NG RETA/NING WALL MISCELLANEOUS DETAILS RW(SF)(MOD) , �_., .R � , ��E � � , raa � ,e mzz , ..�,.�,a. a ��a ._ .,., _ I .a r I RW � � Docisign EnvelopelD:57556468-A95C-4D64-SC70-A4D14F17A63F RETAINING WALL & FOOTING fO1NT NOTES: 1. Expansion joints in footing & wall are to line up. If there is an expansion join[ in the wall, then there needs to be a corresponding one m the footing at the same location 2. Control joints 6 construdion �oints do not need to line up between the fooGng and wall. Ol Provide ronstruction �oint at every 30' max and ex ansion �oint at ever 60' max. P I Y O2 Por mntractors information only. All utilities, structures, dimensions, elevations and quantities shall be field verified by mntractor prior to ordering materials or performing any construction work. O3 Indudes 5% contingency. Coarse aggregate backfill and riprap cost are subsidiary to the wall quanhties. ESTIMATED QUANTITIES O2 CL C CONC (CY) O3 WALL 1 95.1 WALL 2 222.1 �. �,� -��;.� � I � I � s2 i x � MAICH L1NE SHEEf 54 o� �4��I �kl� �� I� } � / / �I � REVIEWED P By T/WARIR af 10:30 am, Aug 06, 2025 Top of the Wall Ground Line � EL 748.6' EL 749.3' E EL 747J' � EL 743J' � � _ _� _� -� - jo-�o- o-�o � � uo-0 _oo-0: :o� -vo� �^uo-0 -oo� -0 EL 743.2' Underdrain J EL 743.2' EL 743.2'� E� 748'8 Underdrain Out Fall " 67.85' _ I_ 37.85' _ I_ 30.00' h= I . 135J0' II CIP Concrete Cantilever Retaining Wall 1- Profile View O zO N.T.S. I � � �'��iv_ ,. 1 / � � �1 / / w `� ,�" � n � � d ��\ `_/ > � I �I� � � I�._— � �� i , y � x � �: , � �, ! , � � � IMATCH LINE THIS SHEET�� `��j/��,�� ;� �� _ Q ,��.o bm,,,, � '��Y � � ��I�� _- .. � � c�n . � I � i � � �'�' _��.� � �i " � � '� �. � �, �. � �� ` w� . . I�!�I ....o.o � ��.�a,��„� I� �I� µI ._ _ -o,�o.��r+.��., - III^ - .� h � �"`.��.v �. ' I � � �1� � � �8 waa ��`� 1� ��IV I � i " " '�, sc � \„ % ' ' S� �/ �4 / J/ N� d I �i ./�� f X i h �r ova I� �� .�. o . LLown aw { II�I, I � /I �Y� � � j I y' :t Gft�DING KFY M�f r�n i i �11�\ �\�� I i � �,.s I ,o i 1•, _ 1000 � Nc�� I � \ I � � �I � � �L _ � ___ � .,•� � LEGEND � `-9_ ' � — L..� k -- � II � �� = I A , � �k I ,, . . .. . m�. � < �<. e�„�� o� � �1 ��j � 1�� I��^^- - i Norihpuinlc Wcsl �.� �i I' # `�J = rww P�135L' S� i � : � . � z — _ _ _ w�u ��. �� uf�'�� - �_ = x -" �i-- 0 � �� .� �,.�o r.v�w� rcoi. ri rE�.s �I - �r H - e � , II d '. —�'`_ .. _ � I Y �� - a �.�1 d3..;. ` I ..�.- .�,.�W .��...., �. ,"' MATGH LINE SHEEf 5� ti �� .... � _ _ . `,c- �\ . ._ J _ ? I � . Mcv.s. oa umso. oi-ccxcw� ��< � _ re. v.a nc s ,m w.s.c.c_x ca, w�.sxunoxuo.Fs. uo.ucc�rnu I /-✓'�6�'- ,. ox._rs � CIP Concrete Cantilever Retaining Wall - Site Plan (For Reference Only) N.T.S. Top of the Wall EL 748.T EL 747.9' EL 747J' EL 747.2' EL 746J' EL 746.T EL 745J' EL 745.2' EL 748.2' � EL 747.7' � °-D '�� \ \ . . . . . . . . . . o-�p o-�o cround Line oro -vo•� o�� _O°-o o-�o_ o-00 �oo- o-�,o o-oo- o-�,o o-°D- o-V�- EL 744.8' �L 740.3' EL 744J' Underdrain EL 738.5' EL 738.4' EL 739.5 EL 740J' EL 7433' Underdrain Out Fall I_ 26.87' 26.87' 26.87' 26.87' 26.87' _ I_ 26.87' 26.87' 26.87' _ I I _ _ _ _ _ _ _ 21$.�� _ _ _ _ I CIP Concrete Cantilever Retaining Wall 2- Profile View O zO N.T.S. � 0 N 0 0 0 � � z CTY PROJECT N0. 104830 � F D_ 30114 0200431 '04850-EO)685 z W 3028 m MAPSCO N0. 32F � . r � � w�owwn�csbelow. Callpcto.cyaua�q w � BENCHMARKS�. Q _ BM 1 � d Ai iHE NiER5ECi0N OF f3JAI C tl RD AN� PARK pR 256 2 EAST OF CENTERLNE BOAT cwa Ro- uvo eet Noa.H ceNrEa�NE vnaK � oe N rHe souTH s oe o � SNGLE PoLE iU. ELEC iRAN5M5SON TOWER � THE SECOND TOWER FROM THE EASi IN A SET w oF roua � ELEV �90.29� BIA//2 �J CUT N CONCRETE STR P HOUS NG THE � TFAFFC BPRRCADE LOCTED ON NOFTH SDE OF Z BOAT CWB ROM APPRO%MATELY 4�9 FEET FFOM � ENrErt�NE oF eonT Cws Rono WESi S DE OF THE ENTRANCE TO THE BOAT CLUB a ROA� STORAGE FACIJIY SAID PO NT BEING � APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST � CORNEF OF THE CHAN LNK fENCE HOUSNG � N TUFAL GAS APPURTENANCES- BM 5 z APPROXMATELY 1 04J FEET EASi OF iHE MERSECTON OF GPE ROYALE DRVE AN� BOAT CLUB ROAD ELEV 661.60 BlAX3 cur on NoarHensr coRnea oF nn e�crRic VAULT LOCTED AT NORTHEPSr COFNER OF THE TEFSECT ON OF PAkK DFVE AND BOAT GLUB aono naaeox uare�v ae Feer ensr oF .He CENiERLNE OF BOAT LWB ROAD AND APPRO%IMATELY 6� FEET NORTH OF iHE CENiERLNE OF PA K DRVE SAD PONT 5 A PFOXlAATELY 66 FEET NOFTHFAST OF THE NtEFSECt ON OF PARK �FVE AN� BOAt CLUB aoAo. ELEV J9J.44 — DATE REVISION I BY RETAW WG WALL DETAILS �fl]C��ill�➢�IlTllQ� ��Q ��71�5� �� CITY OF FORT WORTH TARRANTCOUNTY,TEXAS Q WA Engineering,lnc. �� w 6060 NOM LeNrelEvpressway PM1one A69.62t0]10 Q s��eaoo = Delles.Texes ]5206 FRN-F-taBs d LJA PFOJECT iD E 0 �15� NT600-0204 � � ��, DAiE DEC 2024 W �% �ESGN POKLE 2' ;�, �-�� ;� pRAWN SORTO � �ll p E 4 SC4LE Z I1j��.�� I,.,�.�. VE�Fi ry/q a sHEE. _ � RW3 0 �,A'<ti,��oka�s,�.,_,,o.v z / o� �F�� ., � DEVELOPER-AWARDED-PROJECT CHANGE ORDER PROJECT NAME: Northpointe West Phase 1A CONTRACT: Water, Sewer, Pavinq, Slreet Liphts, & Drainaqe Improvements CFA # CFA24-0088 I CITY PARTICIPATION:I CITY PROJECT # 104830 CITY SECRETARY CONTRACT # 62291 FID # 30114-0200431-104830-E07685 X # 28090 FILE # W3028 INSPECTOR: PROJECT MANAGER: Sri Peddibhotla Phone No: Ram Tiwari Phone No: CHANGE ORDER No: No 4 (682)718-6979 (817)392-2237 CONTRACT UNIT WATER SEWER DRAINAGE Developer Developer Cost City Cost Developer Cost City Cost Cost City Cost ORIGINAL CONTRACT $455,987.00 $0.00 $257,156.50 $0.00 $2,741,449.00 $0.00 EXTRAS TO DATE $15,680.00 $0.00 $6,499.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CONTRACT TO DATE $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 REVISED CONTRACT AMOUNT $471,667.00 $0.00 $263,655.50 $0.00 $2,741,449.00 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $471,667.00 $263,655.50 $2,741,449.00 REVISED COST SHARE Dev. Cost: $6,119,082.30 City Cost: TOTAL REVISED CONTRACT $6,119,082.30 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY UNIT � '36 9999.0037 (167) CY � '39 9999.0040 (351) LF Asterisk (*) indicates New Pay Item PAVING STREET LIGHTS Developer Developer Cost City Cost Cost City Cost $1,794,544.80 $0.00 $278,523.00 $0.00 $617,348.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,411,892.80 $0.00 $278,523.00 $0.00 (548,105.00) $0.00 $0.00 $0.00 $2,363,787.80 $0.00 $278,523.00 $0.00 $2,363,787.80 $278,523.00 $0.00 CONTRACT DAYS 220 90 310 310 UNIT IV: PAVING IMPROVEMENTS ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL 9999.0037 Stone Rip Rap $225.0 ($37,575.00) ($37,575.00) 9999.0040 Concrete Ditch $30.0 � ($10,530.00) ($1Q530.00) TOTAL UNIT IV: PAVING IMPROVEMENTS ($48.105.001 0.00 ($48,105.00) REVI EWED By TiwariR at 2:34 pm, Nov 14, 2025 Revised: 12-17-2018 Page 1 Docusign Envelope ID: 9C2B57E6-AF42-47BA-86B1-AAFAOEE55CAD REASONS FOR CHANGE ORDER Removal o(costs lorthe concrete (lume and riprap associafed with the retaining walls along Fleming Ranch Rd. These items will be constructed underthe separate planset for "Northside lll Phase ll 54-Inch Water Transmissibn Main" (CPN f 04940-2) to allow the City's 54-inch watc� line installation to proceed without damage to the improvements. RECOMMENDED: LJA Engineering, Inc. By: ��^'c�dtn' �wA Name: Landon Kina. PE Title: Prolect Director APPROVAL RECOMMENDED: CFW - Water Department By: NIA Name: Title: RECOMMENDED: CFW - 'Contract Compliance Manager By: Name: Ram Tiwari Title: Senior Professional Enqineer M&C Number: M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction gy��cft� Name: Jennifer Eller Title: Authorized Aaent APPROVED: CFW - Assistant Ciry Manager By: Name: Title: ATTEST N/A APPROVED: ConatserConstruction TX, L.P. r1°�^etk ^lhu�iws By: I Name: Brock Huppins Title: Presidenl APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: N/A Name: Title: * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include NIA ensuring all performance and reporting requirements. 0 There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract . REVIEWED By TiwariR at 2:34 pm, Nov 14, 2025 Revised: 12-17-2018 Page 2 _ PROPERTlES �, _ = Q�= � _ w WALL DIMENS10N5 3 (F!) fF!) (F!) Fuv Tw Sw Hw Ft Kw Kd 3.00 0 to 0.5 2.00 3' - 6" 7' - 0" 7' - 0" ]' - 6" 1' - 0" 900 0.5 ta 5 300 T_6„ Z�_�„ ��_�„ 4�_�„ ��_�" ��_a�• �,_a,• 14.25 5Io 9.5 i.00 ]]�_�" 4�_�" ��_3�� 5�_9" ��_9" ��_6" ��_6�� Sw Y-0" 6 � Ilax �� 3" `h��ck � Co . -[e Di[ch FdIP ot VJa/l � � 1 , ^A 2 3 � £ 2 �r ,_� � Cdt[IO�itS�(j'�--{ � � i 8� � �,��o RE/NFORC/NG STEEL 6ars A(�7J I Oars Q(#5) I 6ars C(#7) I 6ars E(#7) I Qars K(#7) I 0(#5) �L I Dowcl F aL I H f#51 a( at 6" Max at 6" Max at 6" Max at 6" Max at 6" Maz iZ' Max ]2" Max. ]Z' Max o � J �� A 3" 6" (rYV) 8otfom of� fmr�ng PARTIAL WALL ELEVATIONS (Showing vertrcal rei iforcr,ig pattern �n back face.) Ilniform Tap o� slope >� \ I 1 � LPvel� � eottom of foo[ing H DEFINITION 3,_�, I I BARS F � 60'ldaz m�nus 6" BARS D, H, and T 5�_0,� rW , � ( — 1 T (#51 �L I U-AS OS ]2" Max OI Place ver[ical bars �nsitle of horizon[al bars (Typical bofh (acesJ O2 Place footing toe aga�ns[ untl�sturbed soil OSee RefarninG Wall Miscellanen�s Oe[ails (RWlSF)1M0�)) s[andard (or s�ze O4 Opf�onal bars sylices no[ included �n above lable e s!1 lappetl wifl ears A �i e m, ,n�,m v s�one P < <� �,o��u�w,�n �o�,` �„ `k � r�,a, e,� � ` , 1 I e etlgenof [ne wall /oo[ g. See g�re ] oI ixo0r 5kR s a.tlartl �or �Od o..l de .. �s MATERIAL NOTES Pror�de Class C co��rre.e (f'c-3,600 psi) ��o�,ne c�aoe eo �e��fo��,�9 sree� Conc�e[e w�ll be 9ov netl by ifems 4Z0 fCoiicre[e SUDsfru[Cures) anA 4�1 (Hydraiilic Cen�en[ Concrete) of [h �epa�lmen! o( Trans��or�,3[ions Sep[ember ]. 202a SfandarA Speci(�c3f�ons (or Consle ce o?s nd Ri of Highways, S�rcels k er�dges All oUcr �e[aining rvall conslruc[ion shall be governed 6yn1[emn023 (Re[aininy Walls) GENEftAL NOTES: Devgnco accoioi�g to in[crna[�onal eu�lding Codc 2o18 Contractoi wrll complY w��h the folrovi�ng geo[echincal repor s and lollow [he rec endalions lor siLe preparation, excavaLion, tlewaLering requi�emenLs, backfill iequ�rements. antl Uea�in9 G�essi�res . . Alpha�Test�n9 /nr / UES Reporf No 4 222385-2 T�[le 6lobal S[ab�liry Analysis of Atld�[�onal Retarning Walls, Nor[hpointe West - Phases 1, 2, S 3 Final OFt �M 1220, �oi! Woi[h. Tezas Dated May 8. ZOZS And Fe 1385-] i�[�c� 61ob�al Sfab�lity Airalys�s of ftclr��ning walls, Nortlipointe wesf - Phases 1, 2, 6 3 Final I Oft FM ]220, Fort Wor[h. Tezas. Da[erl: August ]1, 2023 A�d Repor! No W222385 T tl 6 t�h I E p - t� , N 1 p t W t P-- � 1, Z 6 3 Fi �al Off ] 0. , d D 9 0 S.. R. . 9 W II M..11 .. O. . RWISFJ(M00) . d �d for wall dra 9., ..pans�on and fricfron � . wa erpioofing antl olhe� d a�ls and no[es no! shown I quanfrt�es are basen o��"H" being aieiage M1e�9nt oi panel 1 �` �` , rne <o�< «o, sn��, tie ,esoa�s,e�e �a, �,� �o„s«�,<<,o� ,� „ods �„d �ne s<<e,,,�Y a� �ne —� Hw � — ,�, �arles consniicc�on s�ce and al� ocner s[�uc[ures in tlie ronsnu�non zone dur�ng conscr�ccio�r. I� OD0000OnI�I � • _ � Contracfor sM1all ficld vcr�tv locafions of all s utilr[es, cleva[�ons. and d�mens�ons o - - V �J � p �e o g c�es P t 9 any �on work and io[ify eig�neer rn vi� t ng of y lI ts 4� _ P o - �' `n - or ' II ,ply [o h I compa -.� �em r[s ouel.ned �n �lie 9eo[ecnr cal report F � • �- f� �I1. i�fi.d. . I ytl.. _I_iyth f I. Ils. _� �' ��_, �� _ co�«a�m� snan f,ein ve�,tr mnc me �er eea��9 n�ess��e sno�in �or e.�eed �no�e ma� moo Psr ,� � . � . . � . � ' _ �_• 3„ lrYP1 Tw + Sw - 5%" I rw + Sw - 5�z" I Kw 6" I � BARS A OPTIONAL �� ' ' ��E BARS A O y T K I . �T I t /� N REVIEWED = By TiwariR at 2:34 pm, Nov 14, 2025 �� = P= � ��,.,,,� - �J - ,,_�, , -� s��-�, BAftS 8 OPTlONAL BARS U BARS 8 O I REV DATE Note: The highlighted stone riprap and concrete ditch will be installed at a later stage as part of ihe Q 54 inch wa[erline utility installa[ion project In the interim, provide lemporary soil erosion control � measures at the highlighted locations; at the toe of the wall and at the top of the wall. The site shall Cover dime �s dear dimens�ons, unless noted otherw se 1 10/22/2025 be monibred following each signif cant rain event to verify the effectiveness of the erosion control I rte� �forang n- d . smns snown are o �� ro o�� oF bar. o' measures and to pertorm maintenance as necessary. RETAINING WALL DESIGN CONSTftAINTS R :9 II � I' _1 Idl ep' d 4 f II h 1 I PI . BARS K q..0 � r � o- �d i i� ��-�� Pi � d�ti - i i� u o-�� i.,��s .. ��n . r u i... � r e.. o� t ot w�u r, .� dt n„r n�rn s ti,o�, o n, z,.,s. TI e.-e!a n ng walls no[etl a6o q speci I d sign WA�Engineering, Inc. �� .. �ip�E. OF ;Fk �� %".�� s,�l ,� � . , ....:.......................: °.!i � v�.a.H� oiieco aox�e � , .... ....................... ...., �� inssa ;,ai. i 190`. 1 ��! 6�'2``.,� �t'�� I F`S�.�ENS.•'�� l\t�� << ioinrmzs r,,,E7r�r /ti" �Al E�oFiF� �� B/Idge o,�,=,o� ,TexasDepa�tmento�Tansportation Standaid SPREAD FOOT/NG RETAINING WALL RW(SFB)(MOD) „�.�..� re �,. aiE � � � ran � ,e mzz , ..�,.�,a. a ,.,,., �, „� I .. .a„r � ftW1 F— � loin[ loint open�ng 2" Mrn I I �6�Ivai��etl I ] �" PVC Prpe F (f!8) �(Sch 80) II___--�__ 1'-6" i'-6" I 3'-0" 6alvani�ed F (#8) I BAR F (#8) ASSEMBLY DETAIL i �Type "A" or �� I ��g�� atersfop � I TYVe ]0 0l i �a[erproofrng� i I � � I� Z at 2'_0„ � � Rlax � --I I Z" �, � 't^ I I I �Wape ]0 [erproofing F I�� I V� I �,_9., I PARTIAL ELEVATION _�r Face of wall� � rype "A" or s� ar��s�ou ose spacer for s[ems rype "A" waterstop� � � f inequal thickness Il�C Galvanrzed �� Etfge of wall �F (#8/ at I 7'-0" Max spacing � -—� 7 i" PVC pipe�(5<h 80J Type "8" waferstop� � Use spacer for s[ems of unequal th�ckness 1rZ� �i Ed9e oI wall F (#8)ax 3'-0" a�f — � 0" M x sPacin_ � — I . / � Facc o( wall � q" Chamfer Permanant expan � joint terial � � I ace o( wall � a^ Chamfer EXPANSION JOINT 9. ;�. � �6 n„� � � %!, I Z,. Z„ I z�, z�� PVC WATERSTOP TYPE "A" � _�„ Equal � �ape ]0 � — terproofing � 6„ Z af 2'-0" �� Z at 2'_0" Max Max �TaPe 10 � terproafing F1 1 � PARTIAL SKTION SHOWING WATERSTOP AT FOOTING ELEVATION TRANSITION � F;n,snea 9rade � CONSTRUCTION JO/NT �—� �— �—� . � �� 3%� I Ye" I I%A' I ] e" I 3 a" I i'a„ I�,� No« o,,,,�„s,o„s ,,,,d sha„�,s maY ,�,Y PVC WATERSTOP TYPE "8" s�,gnuy depe�d,�g o�, ma�„t.�«��e� Z 0 -% 6 7 N .---_ � __ O ,. / �,I\ �1 ,. - -- /� 1 �3"Thick � S Concrete Ditcli � 2 � Fil[er materral (Coarse / agyregdC G- d 2 Or ' Santl Gi I 5,d and Gravel t- th I s � than 5 p' ! 1z '�han Filter Fabr c No Z00 s eve s e) O � (�M�rafi ]40N, � equivalent) � Underd�a�ns sno��id oe provrded, provitle flauvline a�d o�,��e�s as snow� elsewhele in the plans. Provide Type 6 �nderdra�ns T�op of undis[urbed on P�pe untlerArains a e �seA, oinpacCed I. ___. �t eep holes O r w pe ]0 Face of wall�ti t - �erproofrng =� �� ,_a � JOINT AND WATERSTOP DETA/LS o I REV DATE Q� See revision note from sheet RW1. � 1 10I22I2025 � _�—� _ � o� � / Limr[s of unc/assif�etl c � / b' P/ace toe and sCrucCural e vaCion �� key asa�nsr ��i� disturbed soil �,_�, I \ REVI EWED , By TiwariR at 2:34 pm, Nov 14, 2025 . . BARS Z (#5) (Omit Bars Z when differrn[c n top of I Cover d�meisiois are clear dimensions, unless noted otherw se foot�ng elerations is less Lhan 2 ft). fte iforcing bar dinieisions shown aie o�[ to oif of bar. O7 rape ends of ]%" PVC Sthedule 80 (o preven! concre[e or Il�OYtd� fY0111 SP2plltg ill. OCI C. f d ete when diffeience in [op of foa[ing I t ' I tl 2 feet On t vhei Dowel Bars F[an be pl d b t d� t f otings wrth 4 nch cover [op and tt . F f� g I l� d�ffere�ce not lo ezceed 4 feet. O3 U derdrarn pipe [o be in accordance with ltem 556 Pipe Untlerdrains." Oq The top ] foot ot niaterial shoultl consis[ of on-si[e [lay with a Plas(�ci(y lndex grea(er lhan 25. GENERAL NOTES: Designed accoidin9 Co lnternational Buildinq Code 2018. Walls are tles'gned �ng weighf of select g. I. f'll for letainetl soil ]35 p( nd a f�iction angle 35 d g For wall locatioi�s -Yh key, as umed pas ve p ess<rre on lfie verYical /ace of [he key = 500 psf For wallsloca[ions w�th no key, assumed foundarion soil = 725 pcf and a friction angle =]8 degrees. The untlisfurbed or ompactetl soil tlepth rn fron[ of walls mus[ not m sure less lhan Kd + F( +] �oo( as measured upwards �rom bo(fom o� key ea Refaining walls a�e defailed [o be placed on grades up [o ]0% wifh /evel (ooting, with no changes in cinlorcing sLccl. SLceper yradcs [an bc notla[ed by shor[ening Bars A antl ears e antl ir sing ehe leng[h of legs of Bars U by [he sanie a�nount No change rn quanfr[�es w�ll be requir ed ReLaining walls may be placeA on hoYi�onLal c s by ad�us(ing leng(hs o( Bars T antl Ba�s H in the footing Minor revisrons to concrete quantities may be iequrretl as a � esulf. A �� Bildge LJA Engineering, Inc. ��/1 oi�i:io� - iaec ,TexasDepa�tmento�Tansportation Sfandaid � � ��\ % y pt%OF..,?'F qs) �) sR � ` 0 , ....:......................::'.:.!i � v�.a.H� oiieco aox�e � , .... .......................:...., �� inssa ;�i �P% (�I$FF`SS��ENSENG�'~ �rzzisoss �11\� �� `� r,,,E7r�r /ti" �Al E�oFiF� si�K rvc oa roNsrnucr�oN SPREAD FOOT/NG RETA/NING WALL MISCELLANEOUS DETAILS RW(SF)(MOD) , �_., R �„ ��E � � , raa � ,e mzz , ..�,.�,a. a ��a ._ .,., _ I .a r I RW � RETAINING WALL & FOOTING fO1NT NOTES: 1 Expansion �omts in foohng & wall are to 6ne up If there is an expansion �oin[ in the wall, then there needs to be a corresponding one m the footing at the same location. 2. Control joints 6 construdion �oints do not need to line up between the fooGng and wall. Ol Provide ronstruction �oint at every 30' max and expansion joint at every 60' max. O2 Por mntractors information only. All utilities, structures, dimensions, elevations and quantities shall be field verified by mntractor prior to ordering materials or performing any construction work. O3 Indudes 5% contingency. Coarse aggregate backfill and riprap cost are subsidiary to the wall quanhties. ESTIMATED QUANTITIES �2 CL C CONC (CY) �3 WALL 1 95.1 WALL 2 222.1 I � � � i , y � x � I �: a � , �� I ,,� � � � � IMATCH LINE THIS SHEET�� . I Y I 1� " I"!1 l' 1 I � d A�ii d'll!llVr �� J I l�{' �'� � �.� �� '� 7 �. \ � � �i/ r %• / / 1 / w ,�I �� — t '= I �l� "�'�\� �J �, � I� � � „ � 7/� ,� � � ��''� ,, � , d, � �� _ — I I-4-,=60'� � �II �-�C\\A�(..� gg�� . s`r,� �/IIjj�I �� Y�1 I..il. I �/: ' `1'n I � � \I\� �� r��.�.� YI � � .. �� x �� ,��.o - ci� � l j r4 � � � � w,w . � a � '\IR\� \ . � �I J I � or o .�um vs xr � ' - J('/ � ;�]?' h � � �`-'�"v �u � a T . I —� � I I I ISN w en �4 ��/�� h . � i� �( .,m.a,o - w. oa..,wo wn aure � I _ I� �V o•� wv �ss 1 \ � I � Gft�DING KFY M�f � � II -�� ,\ \ wi aea . v11 ,.; I �� I . I. �o I 5 1., — 1000 I II I I �� I I I I Im I �#� �� ` � — � I LEGEND .. II IIII W � I .___ � II ` ��,- \' � � �.L..� li� " . . . ',�I } I ` � `�3 �` �i � � � .�� . 'i � �� -�C-- -iu'� � - . � i H . t-A�' �� I f°� � � .l� — � �� ' _.. . I,6 il - IE THIS SHEEf '�� , . ��:� - - 'x �'i— � _ - i ,�' a � � .. ,� '� � � - � — � � � f� �. � �d �� .. _ _ � . /r -�,� I � ' '��% � d� '•d�d � , I � �-� _ o ! � i �a ¢ - � I . , . ,�' �TGH LINE SHEEf 5� . ti I V i ibC ..... � . _ � �t . ��... .._ : i '__ € �. REVIEWED : B y TiwariR a t 2: 35 pm, No v 14, 2025 Top of the Wall Ground Line � EL 747J' EL 748.6' EL 749.3 � ' EL 743J' � � � �o-0 -��-0, ,o� -�� ^�o-0 -�� -�o-0 o-��- a'�o EL 743.2' Underdrain J EL 743.2' EL 743.2' E� 748'8 Underdrain Out Fall " 67.85' _ I_ 37.85' _ I_ 30.00' h= I . 135J0' II CIP Concrete Cantilever Retaining Wall 1- Profile View O zO N.T.S. ��'J Y=�� I � , I � �, x ( I �i MATCH L1NE SHEEf 54 � I ik l '� � c�s /'—�� 1�.t - . CIP Concrete Cantilever Retaining Wall - Site Plan (For Reference Only) N.T.S. 0 c owsw'a�ss ruuoLL Norihpumlc. W csl Pl�as� 11 .w. �� < w� _ /-��Ch3_� .... �. ox s._ rs � Top of the Wall EL 748.T EL 747.9' EL 747J' EL 747.2' EL 746J' EL 746.T EL 745J' EL 745.2' EL 748.2' � � o� ,_�� - - EL 747.7' ��o �o ��o_ p-uo � -°°-' °o'° o-�o a�o- o-„o o-�o- r�,o o-��- °"` Ground Line EL 744.8' � -u�ro �U�- EL 744J' Underdrain EL 740.3' EL 738.5' EL 738.4' EL 739.5 EL 740J' EL 7433' Underdrain Out Fall I_ 26.87' 26.87' 26.87' 26.87' 26.87' _ I_ 26.87' 26.87' 26.87' _ I I _ _ _ _ _ _ _ 21$.�� _ _ _ _ I CIP Concrete Cantilever Retaining Wall 2- Profile View O zO N.T.S. � 0 N 0 0 0 � � z ctt cRo�Ecr No. ,oaa3o � FD_ 30114 0200431-104830—EO)685 z W 3028 m MAPSCO N0. 32F � • 1 ; Q w�oww�n�csbelow. C Ilpcto.cyaua�g w � BENCHMARKS�. Q BM�1 = d nr rHe NreasecroN oF eoai ewe eo nNo PARK �R 256 2 EAST OF CENTERLNE BOAT CWB Rp_ PNp 662 NORiH CENTEFLNE PAFK I oa N rHe souTH soe o � SNGLE PoLE iU. ELEC iRAN5M5SON TOWER � THE SECOND TOWER FROM THE EASi IN A SET w OF FOUR ?� ELEV �90.29� BIA//2 IyJ CUT N CONCRETE STRP HOUSNG THE � TFAFFC BPRRCADE LOCTED ON NOFTH SDE OF Z BOAT CWB ROM APPRO%MATELY 4�9 FEET FFOM � ENiERLNE OF BOAT CWB kOA� WESi SDE OF THE ENTRANCE TO THE BOAT CLUB a ROA� STORAGE FACIJIY SAID PONT BEING � APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST � CortNErt oF THE CHnu LNK �ENCE HOUSNG � N TUFAL GAS APPURTENANCES- BM IS z APPROXMATELY 1 04J FEET EASi OF iHE NiERSECTON OF GPE RO ALE DRVE AN� BOAT CLUB ROAD ELEV 661.60 BlAd3 x cur on NoarHensr coRnea oF nN e�crRic VAULT LOCTED AT NORTHEPSr COFNER OF THE iEFSECTON OF PAkK DFVE AND BOAT GLUB aono naaeox uare�r ae Feer ensr oF .He CENiERLNE OF BOAT LWB ROAD AND APPRO%IMATELY 6� FEET NORTH OF iHE CENiERLNE OF PA K DRVE SAD PONT 5 A PFOXlAATELY 66 FEET NOFTHFAST OF THE NtEFSECION OF PARK �FVE AN� BOAT CLUB aoAo. ELEV J9J.44 — DATE REVISION I BY RETAW WG WALL DETAILS �fl]C��ill�➢�IlTllQ� ��Q ��71�5� �� CITY OF FORT WORTH TARRANTCOUNTY,TEXAS Q WA Engineering, Inc. �� w 6060NOMLeNrelEvpressway PM1one069.62t0]10 Q s��eaoo = Delles.Texes ]5206 FRN-F-taBs d LJA PFOJECT iD E 0 �15� NT600-0204 � �� DAiE DEC 2024 W � '��/ �ESGN POKLE 2' � I]]55 �'% ��WN SORTO � �� :�E� _ HORZ. SCALN/A O �� .�.d� VEFT ry�q a sHEEr = � RW3 0 ,�<,:,��oka�s,�.,_,,o� z s� I tl � ��.. FORTVVORTH� TRANSPORTATION AND PUBLIC WORKS December 10, 2025 Conatser Construction TX LP. 5327 Wichita St Fort Worth, TX 76119 RE: Acceptance Letter Project Name: Northpointe West Phase -1A Project Type: 03, 04 City Project No.: 104830 To Whom It May Concern: On December 5, 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 December 10, 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 December 10, 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, �'a�r Twa�r Ram Tiwari, Project Manager Cc: Sri Peddibhotla, Inspector Don L Watson, Inspection Supervisor Oscar Aguillon, Senior Inspector Andrew Goodman, Program Manager UA Engineering, Consultant Conatser Constructions, Contractor Lennar, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev.8/20/19 AFFIDAVIT STATE OF TEXAS COUNTY OF TARRANT Before me, the undersigned authority, a Notary Public in the state and county aforesaid, on this day personally appeared Brock Huggins, President of Conatser Management Group, Inc., general partner of Conatser Construction TX, LP, known to me to be a credible person, who being by me duly sworn, upon his oath deposed and said: That all persons, firms, associations, corporations or other organizations furnishing labor and/or materials have been paid in full; That the wage scale established by the City Council in the City of Fort Worth, has been paid in full; and That there are no claims pending for personal injury and/or property damages; On Contract described as: N�RTHPOINTE WEST PH. 1A WATER, SANITARY SEWER, DRAINAGE, PAVING & STREET LIGHT IMPROVEMENTS CFA PRJ # 24-0088 CITY PROJECT # 104830 CITY OF FORT WORTH STATE OF TEXAS CONATSER CONSTRUCTION TX, LP . Brock Hug� n� Subscribed and sworn to before me this 15t" day of December, 2025. KATHERINE ROSE� -��"`'^ `R-'�-�'�-� M,`t� � �T��'$T��T� Notary Public in Tarrant County, Texas " �aN 13�467933 ► COYY,EXF. 1�_30-2029 , �ONSENT OF SURETY COMPANY TO FtNAL PAYMENT Conforms with the American Institute of Architects, AIA Dacument G707 OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER Bond No 0263773 PROJECT: Iname, edd�eSs)Northpointe West, Phase 1A Fort Worth, TX TO (Owner) CITY OF FORT WORTH AND LENNAR HOMES OF � ARCHITECT'S PROJECT N0: CFA2R-0088 TEXAS LAND AND CONSTRUCTIC?N, �r�. CONTRACT FOR: 1231 Greenway Dr., Suite SOD Northpointe West, Phase 1A - Utilities & Paving Irving TX 75038 �f CONTRACT DATE: CONTRACTOR: CONATSER CONSTRUCTION TX, L.P. In accordance with the provisions of the Contract between the Owner and the Contractor as indicated abave, the Ihere insert name and eddress of Surety Companyl BERKLEY 1NSURANCE COMPANY 475 Steamboat Road Greenwich CT 06830 , SURETY COMPANY on band of Ihere insert name and addrass of Contractor? CONATSER CONSTRUCTION TX, L.P. 5327 Wichita St. Fort Worth TX 76119-6035 , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (hara insert name and address of Owner) CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1231 Greenway Dr., Suite 800 Irving TX 75038 , OWNER, as set forth in the said Surety Company's bond. IN WITNESS, WHEREOF, the Surety Company has hereuntfl set its hand this Attest: /) _ ` �c �� {Seal); .1�A-. 12th day of December, 2�25 BERKLEY INSURANCE COMPANY Surety Company �,��, � _ -�� Signature af Authorized Representative Robbi Morales Title Attorney-in-Fact NOTE: This tarm is to be used 85 e companion document to AIA DOCUMENT G7o6, CONTRACTOR'S AFFIOAVI7 OF PAYMENT OF DEBTS AND CLAIMS, Currerrt Edition ONEPAGE POWER OF ATTORNEY BERKLEY INSURANCE COMPANY W1LMINGTON, DELAWARE No. BI-72801-e1 KNOW ALL MEI�T BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly oraanized and existing under the laws of the SYate of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Dort E. Cornell; Sophinie Hunter; Robbi Mornles; Kelly A. Westbronk; Tisza McEwan; Jvshua Saunders; Tohie Petranek; or Mikaela Peppers nj Ann Risk Serviees Southwest, Inc. of Dnllas, 7� its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 0�/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attomey shall be construed and enforced in accordance with, and governed by, the ]aws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on 7anuary 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Cllairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, ar other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specificatly named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RF.SOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and deliveiy of any bond, undertaking, recognizance, or other suretyship obligation ofthe Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased [o be such at the time when such instruments shall be issued. IN'�L'ITNESS WHERE4�F, the C:otnpany has caused these presents to be signed and attested by its apprapriate officas and its corporate seal hereunto affixet� this 2� day af I`ViaS' , 2024 . _ -_. . �aSua�aHc-E ' . Attest:.l l �'>f�� u,\�o= ( � ; X � . �, ,_-�/ � � W� ti�:.1i.� z: By � �.�...�� !�' -,� � ':, � :.�� Philip 3.°7WeIt 4rn,rvv,�'�;. � Executive �r'ice aresident & Secretary Berkley Insurance Company $Y � ,_ Je�e� .ld a Senior ti'ice President ST:�'�E OF COIVTTECTiCi'T ) ) ss: COL'ti?� OF FaIRFIELD ) Swom to before me, a Notary Public in the State of Connecticut, this 2� day of May . 2024 , by Philip S. Welt and Jeffrty M. Hafter who are swasa to me to be the Executive �+1GG President and Secretary, aad ihe Srnior Vice President, respecticely, of Berkley iusuranc� Company.. w�a a� �'� �.�> � �.��,w. �� Notary Public, Statr of Connecticut OONNEC?FGll� MYCOA�IAtS�! Df�li�8 04�0-t4Z� CERTIFIC �TE I, the undersigned, Assistant Secretary of BERKI.EY INSLIRAI�CE COMPANY, DO HEREBY CERTIF'Y that the foregoing is a ttut, corrtci anri compl�te copy of the original Povrer of Attomey; that said Power of Attomey has not been revoked ar rescinded aad that thc authonty of the Attomey-in-Fact set forth therein, who executed the bond or undertalcin$ to which tlus Power of At1��''s�#acheci, is in full force and effect as of this daie. ��', ;r�""'(�i�r$>iandrr my ha�d and seal of the Company, this 12th day of December �� 2025 W��i�:.1i.�z .� J�� . � . , T � • �6i� I r-,^ . . /✓iL `_.) � °``'a`�''�" Vtncent P. Forte � CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with the American Institute of Architects, AtA Document G707 PROJECT: (name, add�@SS)Northpointe West, Phase 1A Fort Worth, TX TO (Owner) Bond No 0263774 CITY OF FORT WORTH AND LENNAR HOMES OF � ARCHITECT'S PROJECT N0: CFA24-0088 TEXAS LAND AND CONSTRUCTION, �T�. CONTRACT FOR: 1231 Greenway Dr., Suite 800 Northpointe West, Phase 1A - Street Lightirig Improvements �rving TX 75038 J CONTRACT DATE: CONTRACTOR: CONATSER CONSTRUCTION TX, L.P. In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name end address of Surety Company) BERKLEYlNSURANCECOMPANY 475 Steamboat Road Greenwich CT 06830 , SURETY COMPANY on bond of fhere insert neme and address of Contractor) CONATSER CONSTRUCTION TX, L.P. 5327 Wichita St. Fort Worth TX 76119-6035 , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1231 Greenway Dr., Suite 800 Irving TX 75038 , OWNER, as set forth in the said Surety Company`s bond. IN WITNESS, WHEREOF, the Surety Company has hereunto set its hand this Attest: ^ �+ (Seal): �„L..t,H.�.-�'�� I.�-�r�-.- 12th day of December, 2025 BERKLEY INSURANCE COMPANY Surety Company ��-� �- �� /_,� / Signature of Authorized Representative Robbi Morases Title Attornev-in-Fact NOTE; This form is to be used es a companion document to AIA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, Current Edition OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ONEPAGE POWER OF ATTORNEY BERKLEY INSLIRANCE COMPANY WILMINGTON, DELAWARE No. BI-72801-e1 KNOW ALL MP,N BY THFSE PRESENTS, that BF.,RKLEY INSiJRANCE COMPANY (the "Company"), a corporation duly organized and e�istine under the laws of the State of Delaware, having its principal office in Greenwich, CT; has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricurdo J. Rey�:a; Don E. Corriell; Sopl:irrie Hunter; Robb! Morr�les; Xelly A. Westbrook; Tirra McEwan; Josliva Saunder.s; Tonie Peira�iek; nr Mikaela Pepper.s af Aon Risk Services Soutl�west, hzc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the e�;ception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.�50,000,000.00}, to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their oam proper persons. This Power of Attotney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles o£ conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a�neeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RFSOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specificaiiy named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of thc attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by f'acsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as tliou;h manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. L�` WTiNESS 'yz�-T„E�EOF', the C'ompany has caused these presents W tx signe.d and attested by its appropriate officers and its corporate seal hereunto affixed this 2� day of '�1�t�,� , 20?� . . aS�yxan,�E Attest: ___ ,' �> a+•ca, F:�� , i ! � -. r � � _l ,, f � � ti1�:.1i. .E z ; By `�. �.. .� ^�� _ � ,�,� ,� , � :o, , T Philip S:�AI'elt �uwpa4 cxecntice �ice Pr�sident & Secretary ST:�TE OF CONN£C:TIGti T ) Berkley Insurauce Compang $ � } !�� " R 1 V— y Je�tt}� ��. `�ia ' � — - Senior Vice Presidrnt � S'i: GOL��FS� OF F.-LIIZFIELID ) Sworn to before me, a Notary Public in the State of Connecticut, this 2°d day of Mav _�424 , by Philip S. Welt and Jeffrry M_ Hafta who are swom to me to be the Executive Vice President and Secretary, and the Senior Vice �rrs=.e�.r±rr. respectn e1y, of BerkieS Insurance Company- W�fiU►G. Rt1ND8V�%1 �/' i�1�.l11��C�/E� �2i�1!_,v..� �T�' �'� Notary Public, State of Com�ecacut CONtJEL'R{,`l!T �COAIAl�t10N t�ll�;8 04-�-2Q"� E'ERTTFIC:�.TE I, the ►wdersigned, Assistant Secretary of BERKLEY INSURAlYCE GOMPANY, DO HEREBY CERTffY that the fore�oing is a true, correct and complete copy of the originai Povver of Attorney; that said Power of Attomey l�as not been reroked or rescinded aad tiy�t the authority of the Attome.y-in-Fact set fotth therein. who executed the bond or undertaking to which this Power of Atto��'epfached, is in full force and effect as of this date_ =�"`^°'"Y3%is?�Sixndet my h�� aud sea! of the Ct3�gauy, this 12th day of December - 2025 W 1 •7L�.a11�) �' --_-- ..� �� i� °f�'�''`�' VincentP.Forte. �" _ AFFIDAVIT STATE OF TEXAS COUNTY OF TARRANT Before me, the undersigned authority, a Notary Public in the state and county aforesaid, on this day personally appeared Brock Huggins, President of Conatser Management Group, Inc., general partner of Conatser Construction TX, LP, known to me to be a credible person, who being by me duly sworn, upon his oath deposed and said: That all persons, firms, associations, corporations or other organizations furnishing labor and/or materials have been paid in full; That the wage scale established by the City Council in the City of Fort Worth, has been paid in full; and That there are no claims pending for personal injury and/or property damages; On Contract described as: N�RTHPOINTE WEST PH. 1A WATER, SANITARY SEWER, DRAINAGE, PAVING & STREET LIGHT IMPROVEMENTS CFA PRJ # 24-0088 CITY PROJECT # 104830 CITY OF FORT WORTH STATE OF TEXAS CONATSER CONSTRUCTION TX, LP . Brock Hug� n� Subscribed and sworn to before me this 15t" day of December, 2025. KATHERINE ROSE� -��"`'^ `R-'�-�'�-� M,`t� � �T��'$T��T� Notary Public in Tarrant County, Texas " �aN 13�467933 ► COYY,EXF. 1�_30-2029 , �ONSENT OF SURETY COMPANY TO FtNAL PAYMENT Conforms with the American Institute of Architects, AIA Dacument G707 OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER Bond No 0263773 PROJECT: Iname, edd�eSs)Northpointe West, Phase 1A Fort Worth, TX TO (Owner) CITY OF FORT WORTH AND LENNAR HOMES OF � ARCHITECT'S PROJECT N0: CFA2R-0088 TEXAS LAND AND CONSTRUCTIC?N, �r�. CONTRACT FOR: 1231 Greenway Dr., Suite SOD Northpointe West, Phase 1A - Utilities & Paving Irving TX 75038 �f CONTRACT DATE: CONTRACTOR: CONATSER CONSTRUCTION TX, L.P. In accordance with the provisions of the Contract between the Owner and the Contractor as indicated abave, the Ihere insert name and eddress of Surety Companyl BERKLEY 1NSURANCE COMPANY 475 Steamboat Road Greenwich CT 06830 , SURETY COMPANY on band of Ihere insert name and addrass of Contractor? CONATSER CONSTRUCTION TX, L.P. 5327 Wichita St. Fort Worth TX 76119-6035 , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (hara insert name and address of Owner) CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1231 Greenway Dr., Suite 800 Irving TX 75038 , OWNER, as set forth in the said Surety Company's bond. IN WITNESS, WHEREOF, the Surety Company has hereuntfl set its hand this Attest: /) _ ` �c �� {Seal); .1�A-. 12th day of December, 2�25 BERKLEY INSURANCE COMPANY Surety Company �,��, � _ -�� Signature af Authorized Representative Robbi Morales Title Attorney-in-Fact NOTE: This tarm is to be used 85 e companion document to AIA DOCUMENT G7o6, CONTRACTOR'S AFFIOAVI7 OF PAYMENT OF DEBTS AND CLAIMS, Currerrt Edition ONEPAGE POWER OF ATTORNEY BERKLEY INSURANCE COMPANY W1LMINGTON, DELAWARE No. BI-72801-e1 KNOW ALL MEI�T BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly oraanized and existing under the laws of the SYate of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Dort E. Cornell; Sophinie Hunter; Robbi Mornles; Kelly A. Westbronk; Tisza McEwan; Jvshua Saunders; Tohie Petranek; or Mikaela Peppers nj Ann Risk Serviees Southwest, Inc. of Dnllas, 7� its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 0�/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attomey shall be construed and enforced in accordance with, and governed by, the ]aws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on 7anuary 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Cllairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, ar other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specificatly named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RF.SOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and deliveiy of any bond, undertaking, recognizance, or other suretyship obligation ofthe Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased [o be such at the time when such instruments shall be issued. IN'�L'ITNESS WHERE4�F, the C:otnpany has caused these presents to be signed and attested by its apprapriate officas and its corporate seal hereunto affixet� this 2� day af I`ViaS' , 2024 . _ -_. . �aSua�aHc-E ' . Attest:.l l �'>f�� u,\�o= ( � ; X � . �, ,_-�/ � � W� ti�:.1i.� z: By � �.�...�� !�' -,� � ':, � :.�� Philip 3.°7WeIt 4rn,rvv,�'�;. � Executive �r'ice aresident & Secretary Berkley Insurance Company $Y � ,_ Je�e� .ld a Senior ti'ice President ST:�'�E OF COIVTTECTiCi'T ) ) ss: COL'ti?� OF FaIRFIELD ) Swom to before me, a Notary Public in the State of Connecticut, this 2� day of May . 2024 , by Philip S. Welt and Jeffrty M. Hafter who are swasa to me to be the Executive �+1GG President and Secretary, aad ihe Srnior Vice President, respecticely, of Berkley iusuranc� Company.. w�a a� �'� �.�> � �.��,w. �� Notary Public, Statr of Connecticut OONNEC?FGll� MYCOA�IAtS�! Df�li�8 04�0-t4Z� CERTIFIC �TE I, the undersigned, Assistant Secretary of BERKI.EY INSLIRAI�CE COMPANY, DO HEREBY CERTIF'Y that the foregoing is a ttut, corrtci anri compl�te copy of the original Povrer of Attomey; that said Power of Attomey has not been revoked ar rescinded aad that thc authonty of the Attomey-in-Fact set forth therein, who executed the bond or undertalcin$ to which tlus Power of At1��''s�#acheci, is in full force and effect as of this daie. ��', ;r�""'(�i�r$>iandrr my ha�d and seal of the Company, this 12th day of December �� 2025 W��i�:.1i.�z .� J�� . � . , T � • �6i� I r-,^ . . /✓iL `_.) � °``'a`�''�" Vtncent P. Forte � CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with the American Institute of Architects, AtA Document G707 PROJECT: (name, add�@SS)Northpointe West, Phase 1A Fort Worth, TX TO (Owner) Bond No 0263774 CITY OF FORT WORTH AND LENNAR HOMES OF � ARCHITECT'S PROJECT N0: CFA24-0088 TEXAS LAND AND CONSTRUCTION, �T�. CONTRACT FOR: 1231 Greenway Dr., Suite 800 Northpointe West, Phase 1A - Street Lightirig Improvements �rving TX 75038 J CONTRACT DATE: CONTRACTOR: CONATSER CONSTRUCTION TX, L.P. In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name end address of Surety Company) BERKLEYlNSURANCECOMPANY 475 Steamboat Road Greenwich CT 06830 , SURETY COMPANY on bond of fhere insert neme and address of Contractor) CONATSER CONSTRUCTION TX, L.P. 5327 Wichita St. Fort Worth TX 76119-6035 , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1231 Greenway Dr., Suite 800 Irving TX 75038 , OWNER, as set forth in the said Surety Company`s bond. IN WITNESS, WHEREOF, the Surety Company has hereunto set its hand this Attest: ^ �+ (Seal): �„L..t,H.�.-�'�� I.�-�r�-.- 12th day of December, 2025 BERKLEY INSURANCE COMPANY Surety Company ��-� �- �� /_,� / Signature of Authorized Representative Robbi Morases Title Attornev-in-Fact NOTE; This form is to be used es a companion document to AIA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, Current Edition OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ONEPAGE POWER OF ATTORNEY BERKLEY INSLIRANCE COMPANY WILMINGTON, DELAWARE No. BI-72801-e1 KNOW ALL MP,N BY THFSE PRESENTS, that BF.,RKLEY INSiJRANCE COMPANY (the "Company"), a corporation duly organized and e�istine under the laws of the State of Delaware, having its principal office in Greenwich, CT; has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricurdo J. Rey�:a; Don E. Corriell; Sopl:irrie Hunter; Robb! Morr�les; Xelly A. Westbrook; Tirra McEwan; Josliva Saunder.s; Tonie Peira�iek; nr Mikaela Pepper.s af Aon Risk Services Soutl�west, hzc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the e�;ception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.�50,000,000.00}, to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their oam proper persons. This Power of Attotney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles o£ conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a�neeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RFSOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specificaiiy named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of thc attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by f'acsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as tliou;h manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. L�` WTiNESS 'yz�-T„E�EOF', the C'ompany has caused these presents W tx signe.d and attested by its appropriate officers and its corporate seal hereunto affixed this 2� day of '�1�t�,� , 20?� . . aS�yxan,�E Attest: ___ ,' �> a+•ca, F:�� , i ! � -. r � � _l ,, f � � ti1�:.1i. .E z ; By `�. �.. .� ^�� _ � ,�,� ,� , � :o, , T Philip S:�AI'elt �uwpa4 cxecntice �ice Pr�sident & Secretary ST:�TE OF CONN£C:TIGti T ) Berkley Insurauce Compang $ � } !�� " R 1 V— y Je�tt}� ��. `�ia ' � — - Senior Vice Presidrnt � S'i: GOL��FS� OF F.-LIIZFIELID ) Sworn to before me, a Notary Public in the State of Connecticut, this 2°d day of Mav _�424 , by Philip S. Welt and Jeffrry M_ Hafta who are swom to me to be the Executive Vice President and Secretary, and the Senior Vice �rrs=.e�.r±rr. respectn e1y, of BerkieS Insurance Company- W�fiU►G. Rt1ND8V�%1 �/' i�1�.l11��C�/E� �2i�1!_,v..� �T�' �'� Notary Public, State of Com�ecacut CONtJEL'R{,`l!T �COAIAl�t10N t�ll�;8 04-�-2Q"� E'ERTTFIC:�.TE I, the ►wdersigned, Assistant Secretary of BERKLEY INSURAlYCE GOMPANY, DO HEREBY CERTffY that the fore�oing is a true, correct and complete copy of the originai Povver of Attorney; that said Power of Attomey l�as not been reroked or rescinded aad tiy�t the authority of the Attome.y-in-Fact set fotth therein. who executed the bond or undertaking to which this Power of Atto��'epfached, is in full force and effect as of this date_ =�"`^°'"Y3%is?�Sixndet my h�� aud sea! of the Ct3�gauy, this 12th day of December - 2025 W 1 •7L�.a11�) �' --_-- ..� �� i� °f�'�''`�' VincentP.Forte. �" _