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Home My WebLink About063288-FP1 - Construction-Related - Contract - Conatser Construction TxLP-FP1 FORT WORTH. City Secretary Contract No. 63288 Date Received 1/22/2026 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: Walsh West City Project No.: 105844 Improvement Type(s): Water ❑x Sewer ❑x Original Contract Price: $2,239,508.85 Amount of Approved Change Order(s): $30,400.00 Revised Contract Amount: $2,269,908.85 Total Cost of Work Complete: $2,269,908.85 Arturo San cen (Jan 13, 202613:41:28 CST) Contractor Superintendent Title Conatser Construction TxLP Company Name r Carlos Araa (Jan 13, 202613:42:58 CST) Project Inspector Mo Mage Mohaww4eey?.U. Project Manager oVk� CFA Manager de.711...,,.. Lauren Prieur (Jan 22, 2026 08:40:54 CST) TPW Director 01/13/2026 Date 01/13/2026 Date 01/21/2026 Date 01/22/2026 Date 01/22/2026 Date OFFICIAL RECORD CITY SECRETARY Page 1 of 2 FT. WORTH, TX Notice of Project Completion Project Name: Walsh West City Project No.: 105844 City's Attachments Final Pay Estimate ❑x Change Order(s): ❑x Yes ❑ N/A Pipe Report: ❑x Yes ❑ N/A Contractor's Attachments Affidavit of Bills Paid Consent of Surety Statement of Contract Time Contract Time: 120 WD Days Charged: 110 WD Work Start Date: 7/16/2024 Work Complete Date: 12/17/2025 Completed number of Soil Lab Test: 271 Completed number of Water Test: 46 Page 2 of 2 FORT WORTH CITY OF FORT WORTH FINAL PAYMENT REQUEST Contract Name WALSH WEST Contract Limits Project Type WATER & SEWER City Project Numbers 105844 DOE Number 5844 Estimate Number 1 Payment Number 1 For Period Ending 12/17/2025 WD City Secretary Contract Number Contract Time 12WD Contract Date Days Charged to Date 110 Project Manager NA Contract is 100.00 Complete Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 Inspectors G.DEYON / C.GARCIA Wednesday, December 24, 2025 Page 1 of 5 City Project Numbers 105844 Contract Name WALSH WEST Contract Limits Project Type WATER & SEWER Project Funding UNIT I: WATER IMPROVEMENTS DOE Number 5844 Estimate Number I Payment Number I For Period Ending 12/17/2025 Item Description of Items Estimated Unit Unit Cost Estimated No. Quanity Total 1 36" X 12" TAPPING SLEEVE & VALVE 1 EA $28,500.00 $28,500.00 2 24" X 8" TAPPING SLEEVE & VALVE 1 EA $14,500.00 $14,500.00 3 12" PVC WATER PIPE 1214 LF $112.00 $135,968.00 4 12" DIP WATER 54 LF $142.00 $7,668.00 5 12" PVC WATER PIPE, CLSM BACKFILL 10 LF $132.00 $1,320.00 6 24" CASING BY OPEN CUT 10 LF $380.00 $3,800.00 7 12" DIP WATER, CLSM BACKFILL 30 LF $152.00 $4,560.00 8 8" WATER PIPE 1765 LF $62.00 $109,430.00 9 6" WATER PIPE 344 LF $58.00 $19,952.00 10 FIRE HYDRANT 8 EA $7,200.00 $57,600.00 11 12" GATE VALVE 4 EA $4,500.00 $18,000.00 12 8" GATE VALVE 8 EA $2,500.00 $20,000.00 13 6" GATE VALVE 18 EA $1,750.00 $31,500.00 14 DUCTILE IRON WATER FITTINGS W/ 5.59 TN $8,500.00 $47,515.00 RESTRAINT 15 2" WATER SERVICE (CO#1) 5 EA $3,200.00 $16,000.00 16 1 1/2" WATER SERVICE (CO#2) 2 EA $2,800.00 $5,600.00 17 1" WATER SERVICE(CO#2) 18 EA $1,800.00 $32,400.00 18 8" WATERLINE LOWERING 2 EA $5,500.00 $11,000.00 19 12" WATERLINE LOWERING 4 EA $7,500.00 $30,000.00 20 TRENCH SAFETY 3427 LF $2.00 $6,854.00 21 AUTOMATIC FLUSHING ASSEMBLY 1 EA $7,200.00 $7,200.00 Sub -Total of Previous Unit $609,367.00 UNIT 11: SANITARY SEWER IMPROVEMENTS Item Descriptic No. 1 CONNECT TO EX. 15" SS 2 16" DIP SEWER PIPE 3 15" SEWER PIPE 4 12" SEWER PIPE Completed Completed Quanity Total 1 $28,500.00 1 $14,500.00 1214 $135,968.00 54 $7,668.00 10 $1,320.00 10 $3,800.00 30 $4,560.00 1765 $109,430.00 344 $19,952.00 8 $57,600.00 4 $18,000.00 8 $20,000.00 18 $31,500.00 5.59 $47,515.00 5 $16,000.00 2 $5,600.00 18 $32,400.00 2 $11,000.00 4 $30,000.00 3427 $6,854.00 1 $7,200.00 $609,367.00 of Items Estimated Unit Unit Cost Estimated Completed Completed Quanity Total Quanity Total 1 EA $2,500.00 $2,500.00 1 $2,500.00 174 LF $365.00 $63,510.00 174 $63,510.00 2116 LF $204.00 $431,664.00 2116 $431,664.00 1743 LF $160.00 $278,880.00 1743 $278,880.00 Wednesday, December 24, 2025 Page 2 of 5 City Project Numbers 105844 DOE Number 5844 Contract Name WALSH WEST Estimate Number I Contract Limits Payment Number I Project Type WATER & SEWER For Period Ending 12/17/2025 Project Funding 5 12" SEWER PIPE, SELECT BACKFILL 250 LF $180.00 $45,000.00 250 $45,000.00 6 10" SEWER PIPE 40 LF $150.00 $6,000.00 40 $6,000.00 7 8" SEWER PIPE 2242 LF $104.00 $233,168.00 2242 $233,168.00 8 8" SEWER PIPE, CLSM BACKFILL 104 LF $124.00 $12,896.00 104 $12,896.00 9 8" PVC ASTM D2241 SS 423 LF $114.00 $48,222.00 423 $48,222.00 10 8" PVC ASTM D2241 SS W/ CLSM 20 LF $134.00 $2,680.00 20 $2,680.00 11 4" SEWER SERVICE 150 LF $52.00 $7,800.00 150 $7,800.00 12 T DIAMETER SSMH 29 EA $6,800.00 $197,200.00 29 $197,200.00 13 T EXTRA DEPTH MANHOLE 142.95 VF $250.00 $35,737.50 142.95 $35,737.50 14 EPDXY MANHOLE LINER 193.51 VF $485.00 $93,852.35 193.51 $93,852.35 15 CONCRETE COLLAR 29 EA $1,000.00 $29,000.00 29 $29,000.00 16 TRENCH WATER STOPS 29 EA $500.00 $14,500.00 29 $14,500.00 17 POST -CCTV INSPECTION 6938 LF $4.00 $27,752.00 6938 $27,752.00 18 MANHOLE VACUUM TESTING 29 EA $200.00 $5,800.00 29 $5,800.00 19 10" SEWER ABANDONMENT PLUG 2 EA $1,500.00 $3,000.00 2 $3,000.00 20 8" SEWER ABANDONMENT PLUG 1 EA $1,300.00 $1,300.00 1 $1,300.00 21 TRENCH SAFETY 6938 LF $3.00 $20,814.00 6938 $20,814.00 22 UTILITY SERVICE SURFACE RESTORATION 17891 SY $2.00 $35,782.00 17891 $35,782.00 SEEDING 23 SILT FENCE 14328 LF $3.00 $42,984.00 14328 $42,984.00 24 CONSTRUCTION ENTRANCE 1 EA $2,500.00 $2,500.00 1 $2,500.00 25 ROCK CHECK DAM 9 EA $1,500.00 $13,500.00 9 $13,500.00 26 SWPPP > 1 ACRE 1 LS $4,500.00 $4,500.00 1 $4,500.00 Sub -Total of Previous Unit $1,660,541.85 $1,660,541.85 Wednesday, December 24, 2025 Page 3 of 5 City Project Numbers 105844 Contract Name WALSH WEST Contract Limits Project Type WATER & SEWER Project Funding Contract Information Summary Original Contract Amount Change Orders Change Order Number 1 Change Order Number 2 DOE Number 5844 Estimate Number 1 Payment Number 1 For Period Ending 12/17/2025 $2,239,508.85 $9,600.00 $20,800.00 Total Contract Price $2,269,908.85 Total Cost of Work Completed $2,269,908.85 Less % Retained $0.00 Net Earned $2,269,908.85 Earned This Period $2,269,908.85 Retainage This Period $0.00 Less Liquidated Damages Days @ / Day LessPavement Deficiency Less Penalty Less Previous Payment Plus Material on Hand Less 15% Balance Due This Payment $0.00 $0.00 $0.00 $0.00 $0.00 $2,269,908.85 Wednesday, December 24, 2025 Page 4 of 5 City Project Numbers 105844 Contract Name WALSH WEST Contract Limits Project Type WATER & SEWER Project Funding Project Manager NA Inspectors G.DEYON / C.GARCIA Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 DOE Number 5844 Estimate Number I Payment Number I For Period Ending 12/17/2025 City Secretary Contract Number Contract Date Contract Time 120 WD Days Charged to Date 110 WD Contract is .000000 Complete CITY OF FORT WORTH SUMMARY OF CHARGES Line Fund Account Center Amount Gross Retainage Net Funded -------------------------------------- Total Cost of Work Completed $2,269,908.85 Less % Retained $0.00 Net Earned $2,269,908.85 Earned This Period $2,269,908.85 Retainage This Period $0.00 Less Liquidated Damages 0 Days @ $0.00 / Day $0.00 LessPavement Deficiency $0.00 Less Penalty $0.00 Less Previous Payment $0.00 Plus Material on Hand Less 15% $0.00 Balance Due This Payment $2,269,908.85 Wednesday, December 24, 2025 Page 5 of 5 PROJECT NAME: CONTRACT: CFA # CITY PROJECT # IPRC # FID # X# FILE # INSPECTOR: PROJECT MANAGER: REVIEWED By Mosadage Mohammdeen at 11:17 am, Sep 17, 2025 DEVELOPER -AWARDED -PROJECT CHANGE ORDER Water & Sanitary Sewer to Serve Walsh West A - Water & Sewer 25-0034 105844 24-0209 30114-0200431-105844-EO7685 28368 NA CHANGE ORDER No: CITY PARTICIPATION] Carlos Garcia Phone No: Mosadage Mohammdeen, PE Phone No: WATER SEWER Developer Cost City Cost Developer Cost City Cost ORIGINAL CONTRACT $578,967.00 $0.00 $1,660,541.85 $0.00 EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 CONTRACT TO DATE $578,967.00 ' $0.00 $1,660,541.85 $0.00 AMOUNT OF PROP. CHANGE ORDER $9,600.00 $0.00 REVISED CONTRACT AMOUNT $588,567.00 ' $0.00 $1,660,541.85 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $588,567.00 $1,660,541.85 REVISED COST SHARE Dev. Cost: $2,249,108.85 TOTAL REVISED CONTRACT 10101 F 817-925-4381 817-392-2443 CONTRACT UNIT DRAINAGE PAVING Developer Developer Cost City Cost Cost City Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ' $0.00 $0.00 $0.00 $0.00 ' $0.00 $0.00 $0.00 $0.00 $0,00 $0,00 $0.00 So.00 $0.00 $0.00 $0.00 $0.00 STREET LIGHTS Developer Cost City Cost $0.00 $0.00' $0.00 $0.00' $0.00 $0.00' $0.00 $0.00' $0.00 $0.00, $0.00 $0.00 City Cost: $0.00 $2,249,108.85 $0.00 WORKING DAYS 120 120 120 Revised: 12-17-2018 Page 1 You are direded to make the following changes in the caMract documents: PAY ITEM a CITY BID REM QUANTITY UNIT is I 3312.2203 3 EA Asterisk (*( Indicates Now Pay Rem REASONS FOR CHANGE ORDER Add water meterservioes RECOMMENDED: (Consulting Engmee!I Br: 14 %Y 14'6f-a Date: 9 / 9 / 2 5 146me: Je� my Windell Title: Project Engineer APPROVAL RECOMMENDED: CFW - Water Department By: Not Aopilcable Name: Not Applicable Title: Not Applicable RECOMMENDED: CFW - 'Contract ComMance Manager By: Name: Title: M&C Number: M&C Data Approved: REVIEWED By Mosadage Mohammdeen at 11:17 am, Sep 17, 2025 WATER MPROVEMENTS f[E ,�(11PjION I UNrT PRICE I DenlorrCosl I C�Cost I TOTAL '[fie(IJJ��j! rS`�erryvjiea $ 3200.00 t 9i00,00 .DO $9,600.00 � fJ{OOQ f9.600.00 APPROVED: (Develo r) Name: G�► F /�l �B Title: V16jr APPROVED: CFW- Assistant City Manager Date: BY: NotApnOcable Name: NotAppfoable Title: Not Applicable Dale: WA WA ATTEST APPROVED: (Gontraoron By: Name: Brock Huggins Title: President Date: 9.9-25 APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney Date: BY. NotAppllcabie Dais: Name: Not Applicable Tile: Not Applicable By: Not Applicable Date: Name: Jarmeae S. Goodall Title: City Secretary • Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible roc the monitoring and administrelion of this Contract, and ensuring all performance and reporting requirements. Thera are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract Revised: 12-17-2018 Page 2 FORTWORTH MATTIE PARKER MAYOR JESUS "JAY" CHAPA CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT CHRISTOPHER P. HARDER, P.E. DIRECTOR, WATER DEPARTMENT IPRC RECORD NO. CITY PROJECT NO. a� R FID NO. .s FILE NO. THE CITY OF FORT WORTH, TEXAS Plans for the Construction of WATER & 24-0209 105844 30114-0200431-105844-EO7685 N/A SANITARY SEWER To Serve WALSH WEST SITE Lgi yGPp /H-20 f-REEWq Y F°c�ePe ( Ijl ENGINEER: VICINITY MAP ATH-187DENELOPER: DUNAWAY ASSOCIATES L.P. 155 WALSH DRIVE 550 BAILEY AVENUE STE. 400 NOT TO SCALE ALEDO, TEXAS ]boos FORT WORTH, TEXAS 71107 MAPSCO PG.761 SECR,V PHONE:(817)-335-3741 PHONE: (817)335-1121 MAPSCO PG./ SECN.S FAX:(817)335-7437 COUNCYL DISTMCT JJJ OWNER: WALSH RANCHES LIMITED PARTNERSHIP 155 WALSH DRIVE AL DO, TEXAS 760M PHONE:B17)-335-3741 DUNAWAY 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 (M REG. F-1114) OALP JOB NO 2001169.037 FEBRUARY 2025 X-28368 CURRENT CONS7RUC7ION STANDARDS FOR DEVELOPMENTS (SEPTEMBER 6, 2024) SHALL GOVERN ON THIS PROJECT Sheet List Table Sheet Sheet Title Number 2-a- -----off t % aIml a1 111*1 02/20/2025 LL DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE PLAN APPROVAL 1pE111794 1,orva� E`T'� 2/19/25 02/20/2025 REVIEWED DATE PROJECT MANAGER X-28368 9 I C \ LOT 10 / 300' R BLOCK 1 / \ COVERAGE \ / (T \ (TYP) / y \ / / m \ -PROPOSED PUBLIC SO CPN 10590I I y - wA IIt-n ( a v2S. UP 1 (NOT PART OF n m V1 INSTALL. 12" G. A 1 THIS CONTRACT) y` N=6951611.86 O E 1 1 a w J1 8+0 1II'F-n4693691 x w i 9+00 u� �b+"b0 N113442 E STA 9+29.01 - WA7R-1 INSTALL: (1) - 12W- ANCHOR TEE (1) - STD FIRE HYDRANT ASSEMBLY & 6" GATE VALVE PER D120 30 LF 6' LEAD LINE N 6951615.68 E-- ---- --12 A7, VOLUME 2399, PAGE 1194 D.R.P.C. T. LOT f1. kA /3+07.73 - W47R-1 BLOCK i\ END 12' WATERLINE \ INSTALL: \ (7) - 12" CLEANING WYE REMOVE POLY PIG fi (1) - 12- PLUG FOR FUTURE USE STA 12+83.29 - W4TR-1 INSTALL: (1) - 2" IRRIGANON TAP 1 PER DETAIL D112 FL 12" IN = 1016.71 S FL 12" OUT = 1116,71 N FL 2" OUT = IOI Z 17 W N 695195341 \ f E 2247045.11 �REVIEWEDmm.,,,.,T.m.:., 1 13 .78 STA 10+89.56 - WA711-1 INSTALL: (1) - 12'x8" TEE (1) - 8' FIRE SERVICE STA 2+90.48 - W47R-i ) INSTALL' (1) - 8" CA 7E VALVE N 6951766..74 12 x6" ANCHOR TEE (1) - S7D FIRE HYDRANT ASSEMBLY E 2246986.60 & 6' GATE VALVE PER D120 \ 30 LF 6' LEAD LINE p STA 10+96.5] - WA7R-I N 6951960.27 \ INSTALL: E 224 704 7.29 \ (i) - 2 DOMESTIC TAP PER DETAIL D STA 12+9767 - W47R-1 INSTALL: \ 42 N 695177542 E 2246988.72 (1) - 2" SERVICE LINE () 1 AUTOMATIC FLUSHING f STA )0+99.57 - WA IR-I % ASSEMBLY PER DETAIL I INSTALL: 1.5' IRRICA 77ON TAP \ / N 6957967.12 E 2247049.45 \ Illl PER DETAIL 0112 \ N 695177826 \ E 2246989.63 \ / STA 1J+DD.Sv - WA iK INSTALL: 12" G. U. / N=6951969.91� \ I F=224705034 \ i0a0 `i I y 1040 -J- ¢ w am .' ¢ry 3 ry S"u i i S - SQd 3 2° 3 3 k"' W35 TOSS i 2¢x�'o�o SFWo ¢�000 WV • 4i¢"w WpR IIAA .030 W4 gib v2 �. �. ,��CCC ">� ,�x4'' "='� '` ti m. �103L O �\ Z\ _ _ _I �ccz n4C � cz n4GC z-•..�.e�.� r ftOPOSEO ^ C - III PUBLIC 21" S + F(' ®_ CL lP 105901 ; 026 n � _ NOT PART 0 ! L M 102' u _ _ S CONIRAC ) � iVz 12 PVC OR14 1020 Z 62 LF 0 1. 7JR 20 LF 12"z !\ 102( Jdj� PVC ORi4 ] IF 12 24 LF 12 /r0 0.28R z DIP W 0 -0259. _ PVC D 1. 73% ,J LF PVC ORf4 _ - _ ®I. ]3R PVC OR�4 51 LF 12 1.73R PVC OR14 101! 0 1.73R 2 LF 12 7 LF 12" -P LF 12" DIP W PVC -ft PVC O114 - — -® - _10 0.30R 01.83R 00 8RL230R PC14 LSM --_ 101L 010 KEYMAP WATER LEGEND --- PROPOSED WATER LINE — EXIS77NG WATER LINE + PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE N EXISTING WATER VALVE PROPOSED REDUCER g PROPOSED PLUG 'METERS, DOMES77C BACKFLOW PREVENTORS, FIRE DOUBLE DETECTOR CHECK VALVES & 'CAPON PREVENTORS ARE SHOWN FOR REFERENCE ONLY. THESE ITEMS ARE NOT INCLUDED IN THIS CONTRACT AND MEL BE INSTALLED BY INDIVIDUAL LOT DEVELOPERS- WS-V PRESSURE PLANE REVISIONS saws mx,�+uDw nwamw.wLN Lox .79. 0 ra mtAariaewviau cavi «""ws �D'rb4n ll A. ffi!➢CBt: A7 Al Al ALL Am my xnmv Y, ecTmE >Nc mwncu'v ctvW NYZT—tr n (oF 1a _ _ rs (sue �) A WI - �A Nisa`,xec aEaw n'm x"a nx'"c,°io al 111 u'"EarmO°-_IACm n�ax''- P80ELL.BEdmYBBC� 11. WA SERI a 6a<0 c EAST Wlmsule Ma AY 0' LNY 1x !EE'r NOTES: 1) ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHALL BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS, SEE TABLE BELOW FOR MINIMUM LENG7H OF PIPE TO BE RESTRAINED FOR 8" AND 12' PVC WATER MAINS 2) MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION OF PIPE JOINTS WILL BE RESTRICTED TO 50R OF MANUFACTURER'S —PHIC SOI LE N FEET RECOMMENDATION, AF17 R WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REWIRED NO BENDING OF PIPE IS ALLOWED 3) ALL WATER LINE PVC PIPE SHOULD BE IN ACCORDANCE WT7H wuWi4a01ui/ AWWA C900, DR-14 SPECIFICATION 33 11 12 PART 2 B PIPE SIZE (INCHES) PLUGS. TEES AND VALVES N + AS•17.25 B 88 /t J3 tJ /4 tf 7 ! f 4 IT 12 126 It 45 t /9 t 9 l 5 It Eu -LENGTH TO BE RESTRAINED ON EACH SIDE OF THE BEND. 111794 T0113012025 ASSUMPTIONS 250 PSI TEST PRESSURE, 1.5 SAFETY FACTOR, SP SOIL TYPE, TYPE 4 TRENCH .QL FoRTWORTH "lr-- 1 DUNAWAY O WALSH RANCH - WALSH WEST 12" WATER LINE WATR-1 P&P - 7+00 TO END OFSDNED ,w RE✓3 rxaEn ND En M, cxLcv�D RENEW D°1i�sMs IPRC 24-0209 6oi29 OA201016]037 WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P C.T. VOLUME 12624, PAGE 92 D R.T.C.T. REVIEWED F / i I ( STA 3+62.20 - WATR-2 (1) - B" 22.5'HORIZ BEND ll E 6951735 5. - ( STA 3+42.03 ^- WA TT-2 INSTALL: / / (1) - 8" 45' HORIZ BEND N 6951755.60 l E 2216004.20 I STA 3+24,64 - WATR- 2 / / / o INSTALL: (1) - 87x6" TEE (1) - 6" GATE VALVE / 11.5 LF OF 6" FIRE SERWCE / PLUG FOR FUTURE USE N 6951767.39 / E 2245991.42 / / 15,119, WATER EASEMENT 1 54778'02 E STA 2+85.49 - WATT-2 I/ I INSTALL: 8" 45' HORIZ BEND N 695179394 � E 2245962.64 WATERLINE LOWERING #I - I SEE DETAIL D162 I STA 1+77.49 "- WATR-2 - I INSTALL: (i) - 8"x6" TEE i - (/) - 6" GA " VALVE B LF OF 6" flRE SERWCE - T' 1 PLUG FOR FUTURE USE I 1 N 6951789.61 **METERS, DOMESTIC BACKFLOW PREVENTORS, FIRE DOUBLE DETECTOR CHECK ✓AL VES & IRRIGATION PREVENTORS ARE SHOWN FOR REFERENCE ONLY. THESE ITEMS ARE NOT INCLUDED IN THIS CONTRACT AND MLL BE INSTALLED BY INDIVIDUAL LOT DEVELOPERS ** BLOCK 1 WATER LEGEND -•- PROPOSED WATER LINE EXISTING WATER LINE + PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE N EXIS77NG WATER VALVE PROPOSED REDUCER E[ PROPOSED PLUG Nxgns �. RaocAnav cr Hrm�v'�Au s`oa°"1Pi unula"sN0(x - :n�i'�T -'-----_._ KEYMAP LOT 2 BLOCK 1 r STA 4+13 J8 - WATR-2 \ \\ STA 7+21. 48 WATR-2 INSTALL:_ INSTALL: (1) - 8"x6" TEE (STA 7+i5.d8 - IN TR-2 }. INSTALL: - i DOMESTIC TAP WS-V PRESSURE PLANE (1) - 8"x6" ANCHOR TEE (1) - 1" DOMES77C TAP PER DETAIL 0117 P N 69,11385.9 I 1 - STD FlRf HYDRANT ASSEMBLY () & 6" GA 7E VALVE PER D120 PER DETAIL Diff N 6951391.96 2245959Of f 2245959.01 10 LF 6" LEAD LINE I E 2245958.77 / f / + _ . N 695168 .41 i E 2245987.33 STA 7+1248 - WATR-2 INSTALL: (1) - 1" IRRIGATION TAP STA 4+15..61 - WA 1R-2 INSTALL' 8" V. /NSTALL (1) - 1" IRRIGATION TAP PER DETAIL Diif PER DETAIL 0111 N 695138297 E 224595914 N=6951684.38 N 6951394.96 =2245986.22 E 2245958. 65 \ STA 7+29.48 - W47R-2 STA 7+07. 48 - WA7R-2 1 /INSTALL: (1) - 6" TEE 2 STA 4+3746 �- WATT-2 INSTALL: INSTALL: (1) B"x6" TEE GA (i) - 6" GATE VALVE 3 Q 3 (1) - 8 irG" TEE6'-I (1) - GATE VALVE f0 LF OF 6" FIRE SERVICE PLUG FOR FUTURE USE D (i) - 6" GATE VALVE 10 LF 6" FIRE SERVICE N 695137797 y W 30 OF OF 6" FIRE SERWCE PLUG FOR FUTURE USE PLUG FOR FUTURE USE N 6951399.96 E 2245959.34 (") y �. N 6951664.61 E 2245958.45 ( 1 / E 2245979.02 I 1 PROP. 8" r O'I WATERLINE LOWERING j2 SEE DETAIL 0162 PUBLIC SS LINE 2 z 7J19.64 `\ � � 8+00 L STA WATR-2 INSTALL: (1) - i" lRRICARON TAP 6+00 - - - - -� 1521802wF 7+R' ��+_ 1 ki D PER DETAIL 0111 I I 3 FA 0 N 6951770.78 E 224598].74 I 10'x15' I WATER I Ij + 1 j E 2245854.73 I ' I EASEMENT / m W �ul 1 / STA 1+73.91 _ W47R- STA 3+16.64 - WATT-2 n INSTALL: /NSTALL' I / I IR v1 }/ \ (1) - i" IRRIGATON TAP \ PER DETAIL Diff I I STA 1+70,11 - WATR-2 E 2245851. 15 /NSTALL: \ (1) - 1" DOMESTIC TAP I \ PER DETAIL 0111 I \ E 2245848.15 'STA 1+67.91 - WATR-2 INSTALL: - 15'125' WATER \ EASEMENT (1) - 2" IRRIGATON TAP STA 1+51.06 - W112 / PER DETAIL D112 N 6951789.22 INSTALL:3 (1) - 8 x6" TEE E 2245645.16 (1) - 6" GATE VALVE - ---I----------- 24 LF OF 6" FIRE SERWCE / / PLUC FOR FUTURE USE N 6951788.54 / 1 I E 224582&32 I, 15, Wp TER 1 I I \ EASE ENT � ACCESS EASE] @ 1 42' PUBLIC a (PAVEMENT NOT PART OF THIS COf�TRACT) 1 `- Lori BLOCK i _ - 2 1 " ,EX 24" VALVE & VAULT EX 24" PVC WATERLINE - X-23178 - CPN 02606 X-23178 CPN 02606 WATER PROD. N0. P265-600140260683 WATER PRGJ. N0. P265-600140260683 \ (1) - 1" DOMESTC TAP \\ PER DETAIL D111 WATER N 6951772.81 �EASEMENi E 224598554 \ 1 / STA 1+59.06 - WATR-2 \ 1 / INSTALL: (1) - 1" DOMESTIC TAP PER DETAIL D111 N 695178&87 E 2245836.31 STA 1+56.06 - WA 777 2 \ \ � INSTALL: STA 5+18.94 - WATR-2 (1) - 1" IRRIGATON TAP INSTALL: LOT 3 PER DETAIL 0111 BLOCK 1 N 6951788.75 (1) - 8" 22.5' HORIZ BEND E 224583331 N 6951588.35 \ f 2245950.88 \ STA 0+1569 ^- WATR-2 INSTALL: ANCHOR TEE 300' R FH J \\ (i) -STD IRE HYDRANT ASSEMBLY 3 W n ti = i COVERAGE \ & 6" GATE VALVE PER 0120 18 LF 6" LEAD LINE LOT n N rc \ _ N 695178311 4 IjI E 224559, W o�� / BLOCK 1 \ _---"`TT}JJJIII T WATEREASEME=T WA.R CONNECT TO EX. 24" W.L. 1 INSTALL: (1) - 24"x8" TAPPING SLEEVE & VALVE FM JJ25 - FARMERS RD (1) - 8" CLEANING WYE INSERT POLY PIG ;/3 N 6951782.48 E 224567738 NOTES 1) ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHALL BE USED TO SECURE ALL BRANCH VALVES TO RTTNGS. SEE TABLE BELOW FOR M/N/MUM LENGTH OF PIPE TO BE RESTRAINED FOR 8" AND 12" PVC WATER MAINS 2) MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION OF PIPE JOINTS WILL BE RESTRICTED TO 5OX OF MANUFACTURER'S RECOMMENDARON, AF1ER WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING OF PIPE IS ALLOWED 3) ALL WATER LINE PVC PIPE SHOULD BE IN ACCORDANCE WITH AWWA C900, DR-14 SPECIFICARON 33 11 12 PART 2 B PIPE 5"" PLUGS, TEES, I BENDS- I (INCHES) AND VANES 90' 45'122.5`(''ll.251 12 126 ft � 19 /t 9 /t 5 /t "LENGTH TO BE RESTRAINED ON EACH SIDE OF THE BEND ASSUMPTIONS 250 PST TEST PRESSURE, 1.5 SAFETY FACTOR, SP SOIL TYPE, TYPE 4 TRENCH ffi!➢CBt: ALL Aly vaeuWn m mvAnmanc'Ntr, ecTmc ncuMctvWtr 2w+cs ocncTmtc exacT T1ocAncxs av uwrxs w 0 �a iS - A acaw nAl 1111ALL A-1 W MRTnxAplO IME OW11 M.A IELY FCR nccC -AZ WUR-1G-00100/ uN-]AUn1O1 111794 0113012025 FORT WORTH DUNAWAY O WALSH RANCH - WALSH WEST 8" WATERLINE WATR-2 PLAN SH 1 ocsisxco m' RE✓3EW Ir-PRC 27 En M, REN24-0209 cH... 7iZ OA200116]037 7Di29 NOTES.- 1) ALL VERTICAL AND HORIZONTAL RT7INGS AND VALVES SHALL BE DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING ANCHOR TEES OR ANCHOR COUPLINGS SHALL BE USED TO SECURE ALL BRANCH VALVES TO FITRNGS. SEE TABLE BELOW FOR MINIMUM LENGTH OF PIPE TO BE RESTRAINED FOR 8' AND 12' PVC WATER MAINS 1) MIN/MUM RADIUS OF CURVE AND MAXIMUM DEFLEC770M OF PIPE JOINTS WILL BE RESTRICTED TO 5OX OF MANUFACTURER'S R£COMMENDARON, AFTER WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING OF PIPE IS ALLOWED 3) ALL WATER LINE PVC PIPE SHOULD BE IN ACCOROANCE WITH AWWA C900, DR-14 SPECIFlCAnON 33 11 12 PART 2 B TEES (INCHEI) AND VALVES 90- g5IN22.'11' 11251 12 P6R 451 119 t 9R 5ft "LENGTH TO BE RESTRAINED ON EACH SIDE OF THE BEND. ASSUMPTIONS 250 PSI TEST PRESSURE, 1.5 SAFETY FACTOR, SP SOIL TYPE, TYPE 4 TRENCH MATCH LINE STA 10+50 LOT 5 STA 9+35.98 - S -2 BLOCK i INSTALL: (1) - i' IRRIGATION TAP STA 9+94.27 - WATR-2 PER DETAIL D111 N 6951171.20 INSTALL: E 2245956.62 J - (1) - 8"x6' TEE (1) - 6" GATE VALVE o j STA 9+3598 - WATR-2 27 IF OF 6" FIRE SERVICE m n INSTALL: - PLUG FOR FUTURE USE l (1) - 1' DOMESTIC TAP 1� N 695117398 PER DETAIL D111 IQ E 2246025.86 N 6951171.08 - L� w - - _ E 2245953.62 W 1f+00 �- -- -- - -EASEMENT - - STA 9+35.98 - WA1R-2 o /� END 8" LINE STA 9+89.27 - ATR-2 / INSTALL: �i INSTALL: (J) - (1 DATE VALVE ps III (1) - 1" IRRIGATION TAP (1) - B' PLUG A i PER DETAIL D111 (I) - 8" CLEANING WYE n p N 6951173.78 REMOVE POLY PIG /2 n E 2246020.87 N 6951169.40 ; i E 2245911.85 2� 10'115' WATER STA 9+35.98 - WATR-2 a EASEMENT INSTALL: I _ (i) 8"x6' TEE + I (7) - 8 x6' ANCHOR TEE INSTALL: (1) - STO FIRE HYDRANT ASSEMBLY (1) - 1' DOMESTIC TAP ' I & 6" GATE VALVE PER 012E PER DETAIL D111 1 I N 695177366 I 10 LF 6' LEAD LINE I E 2246017.87 „ N 6951169.67 II E 2245918. 71 STA 9+3898 - WATR-2 STA 9+35.98 - WAIR-2 I INSTALL: I I IAPGC INSTALL (1) - 8'x8" ANCHOR TEE \\ (3) - 8• GATE VALVE \ %� LOT 6 (1) - 11W' ANCHOR TEE I 1 BLOCK 1 (1) - 6' GA 7E VALVE (i) - 8" CLEANING WYE \ 30 LF OF 6" FlRE SERVICE NE697f 64 PIG /3 PLUG FOR FUIT/RE USE E 224596763\ \ �\ N 6957771.4E y, 1 EX. 36" VALVE & VAULT 15'x32E WATER - 3 e p y CPN302606 _ 178 EASEMENT l -----LIT --L Ici W O Q I LOT] �Z=6 WATER PROD. NO. -- }I BLOCK 1 h� P265-6001- -- _ .m - ."EX. 36" PVC WA TERLINE XP2 02606 T WATER PROJ. NO. P265-60014026068J WATER LEGEND -. PROPOSED WATER LINE -. EXISRNG WATER LINE PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE H EXISRNG WATER VALVE PROPOSED REDUCER g PROPOSED PLUG -METERS, DOMESTIC BACKFLOW PREVENTOR', FIRE DOUBLE DETECTOR CHECK VALVES & IRRIGATION PREVENTORS ARE SHOWN FOR REFERENCE ONLY. THESE ITEMS ARE NOT INCLUDED IN THIS CONTRACT AND WILL BE INSTALLED BY INDIVIDUAL LOT DEVELOPERS. xx IWS-V PRESSURE PLANES VIA KEYMAP E55 ENT C \ \ STA 11+25.310 - WAIR-2 \\ INSTALL: \ (I) - 8" 11.25' HORIZ BEND I 300' R FH RADIUS \\\\\ N 69511 I (�) \ E 2246156.79 \ / LOT 70 BLOCK 1 I \ / I Q INSTALL: \ REVIEWED 1• DDMEsnc TAP \\ PER DETAIL 01It nan.xaaex.t++.n T.2R4s x"''f \ N 695f065.95 \ /y E 2246514.4E \ \\ STA /5+03.43 �- WA IF_ , -� I 0` 6 \\ INSTALL: Q STA /4+97.43 - A]iY \ INSTALL: \ (1) - 2' IRRIGATION TAP \ (1) - 1• IIL D 11 ON TAP PER DETAIL Of1f N 695f06504 E 2246517.26 PER DETAIL 0112 \ STA 15+06.84 - WATR- N 6951066.85 \ INSTALL: I w E 2246511.54 (1) _ 8'x6- TEE ----' - -- -- m (i) - 6' GATE VALVE 17 LF OF 6" FIRE SERVICE PLUG FOR FUTURE USE / STA iJ.478E - WATR-2 \I N 6951064.01 `\`E 2246520.52 INSTALL / (i) - i' DOMESTIC TAP / PER DETAIL D711 > �w _ \\ A 1i I ST - W8" CV \ +INSTALL e" G.V. \\ ' N 695099531 N 6951/1204 / w E 224673 £ 2246368.9E _ ( STA 13+50.80 - WATR-2 )0'x20, WATER INSTALL: / EASEMENT / -----" / (1) - ilRRIGA77ON TAP / PER DETAIL D111 N 6951111.14 / XI 10'115' WATER / EASEMENT W l E 2246371.76 // /4+36.13 - WA7R-2 INSTALL: �\ 10'x15' WATER EASEMENT ANCHOR TEE / (1) - I70 §� 3 Jyr> JSTA TO / (i) - SFIRE HYDRANT ASSEMBLY / & 6' GATE VALVE PER D120 W Q T / 38 LF 6" LEAD LINE h yIQ N 6951 .37 / 31E 2645 STA 13+55.80 WA�2 � \ / INSTALL: e x6' TEE STA 77+3833 - WA -2 \ 6" GATE VALVE / 27 LF OF 6• FIRE SERVICE STA 2+76.98 - WATR-i INSTALL: / PLUG FOR FUTURE USE 12"x8" ANCHOR TEE / / \\ l N 6951109.63 (i) - e" CLEANING WYE INSERT POLY 111 LOT 8 l E 2246376.53 l 12 N 6950994. 10 % BLOCK 1 I E 2246741.2E -- \ LOT 9 / / BLOCK 1 12" W.L. A SHEETS 5&6 / REVISIONS e/xgns VAnuPU _ RELOCA naV OFAl.Y1ALL s UnunE S(No a Ar).f Ca!➢CBt: U All GYNsmUCllal. nnALLY. BEFCFE 1NE ttwMnENEN�CY vaeuwn m mvmac7mvM% 1 aT A o pis ARcaamrm IN RRAl 1111 OF IIRIP-111 TKE ON 11 M.A REY FCF RccC -AZ A�N- - 1EE'r / x'Rwcr Ram OF FAST WmtsuTe HIGHWAY tF zo. w EAST I erEVAnna/-erau.rt tx rtsT TlxtwsTat[-1112a wux za�aova/ 111794 A 01/30/2025 FoRTWORTH DUNAWAY O WALSH RANCH - WALSH WEST 8" WATER LINE WATR-2 PLAN SH 2 UCsiRxCo Iw RE✓3 vxRG 4 Cn M, RENEW IPRC 24-0209 CH..1 DA1N" OA2001167037 $ OF 29 IPROJECT NAME: (CONTRACT: ICFA # I C ITY PROJECT # I IPRC # IFID# IX# IFILE # INSPECTOR: PROJECT MANAGER: DEVELOPER -AWARDED -PROJECT CHANGE ORDER Water & Sanitary Sewer to Serve Walsh West A - Water & Sewer 25-0034 I 105844 24-0209 30114-0200431-105844-EO7685 28368 NA CHANGE ORDER No: CITY PARTICIPATION:( Carlos Garcia Phone No: Mosadage Mohammdeen, PE Phone No: WATER Developer Cost City Cost IORIGINAL CONTRACT $578,967.00 $0.00 EXTRAS TO DATE $9,600.00 $0.00 CREDITS TO DATE $0.00 $0.00 CONTRACT TO DATE $588,567.00 $0.00 (AMOUNT OF PROP. CHANGE ORDER $20,800.00 $0.00 REVISED CONTRACT AMOUNT $609,367.00 $0.00 TOTAL REVISED CONTRACT AMOUNT PER UNIT $609,367.00 REVISED COST SHARE Dev. Cost: TOTAL REVISED CONTRACT SEWER Developer Cost City Cost $1,660,541.85 $0.00 $0.00 $0.00 $0.00 $0.00 $1,660,541.85 $0.00 $0.00 $0.00 $1,660,541.85 $0.00 $1,660,541.85 $2,269,908.85 NO 2 817-925-4381 817-392-2443 CONTRACT UNIT DRAINAGE PAVING STREET LIGHTS Developer Developer Cost City Cost Cost City Cost Developer Cost City Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 City Cost: $0.00 $2,269,908.85 REVIEWED By Izeldeen Ahmed at 1:48 pm, Sep 30, 2025 WORKING DAYS 120 I I I 120 I I 120 I Revised: 12-17-2018 Page 1 You are directed to make the following changes In the contract documents PAY ITEM 9 I CITY 8, REM FA I DUA1 U A 76 33122103 1 17 3312.2DO3 10 FA Asterisk I•) Indicates New pay Cam REASONS FOR CHANGE ORDER RECOMMENDED: (Consulting Engineer) A.9r� Nartme: Jeremy Windell Title:Project Enqineer APPROVAL RECOMMENDED: CFW - Waler Depadmenl By: NDtAppfcable Name: Not Aonncahra Tdle: Not Applicable RECOMMENDED- CFW - *Conlmc! Cwnoar7f�E Ma"Mtq By: Name: Title: M&C Number: M&C Dale Approved: REVIEWED J lBy Izeldeen Ahmed at 1:49 pm, Sep 30, 2025 J WATER IMPROVEMENTS A UNIT Co0s10 I I C TOTAL Wa et r SarvONe '00 Sevebygr O.00bt S2.6p0 0 1" Water Service S 1.800.001 S 18 DOO.00 fa-oo 51e.DUa.UO — _AMERIMEB2VEMENT8 20.800,00 $Q2o I S20AN,00 f Added 1" water services to match number of services called for In plans. Added 1.5" Service at request of end user APPROVED: APPROVED: fL)evNU ri pp (Coat DaW9/24/25 Br; J`2` Bv: ate: 1.7 —24r" Name; Name' JG 7ItJ+� Title: t/I &6 ocwr— retie: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Manager CFW - Assistant Ciry Attomey Data. By: NotADdicable Date: By: NOtApDICable Data Name: NotAPDIIGable Name, Not Aoplicable TWO Not Applicable Title: Not ADDllcable ATTEST Date: By: Not Applicable Date: Name: Janette S. Goodell Title: City Secretary NIA NIA Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, end ensuring as performance end reporting requirements. There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract Revised: 12-17-2018 Page 2 FORTWORTH MATTIE PARKER MAYOR JESUS "JAY" CHAPA CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT CHRISTOPHER P. HARDER, P.E. DIRECTOR, WATER DEPARTMENT IPRC RECORD NO. CITY PROJECT NO. a� R FID NO. .s FILE NO. THE CITY OF FORT WORTH, TEXAS Plans for the Construction of WATER & 24-0209 105844 30114-0200431-105844—EO7685 N/A SANITARY SEWER To Serve WALSH WEST SITE Lgi yGPp /H-20 f-REEWq Y F°c�ePe ( Ijl ENGINEER: VICINITY MAP ATH-187DENELOPER: DUNAWAY ASSOCIATES L.P. 155 WALSH DRIVE 550 BAILEY AVENUE STE. 400 NOT TO SCALE ALEDO, TEXAS ]boos FORT WORTH, TEXAS 71107 MAPSCO PG.761 SECR,V PHONE:(817)-335-3741 PHONE: (817)335-1121 MAPSCO PG./ SECN.S FAX:(817)335-7437 COUNCYL DISTMCT JJJ OWNER: WALSH RANCHES LIMITED PARTNERSHIP 155 WALSH DRIVE AL DO, TEXAS 760M PHONE:B17)-335-3741 DUNAWAY 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 (M REG. F-1114) OALP JOB NO 2001169.037 FEBRUARY 2025 X-28368 CURRENT CONS7RUC7ION STANDARDS FOR DEVELOPMENTS (SEPTEMBER 6, 2024) SHALL GOVERN ON THIS PROJECT Sheet List Table Sheet Sheet Title Number 5 >Pb a wNR-IPjjPJypMFOO.... ] WnIRa H�NeFI -- �, . —> 02/20/2025 LL DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE PLAN APPROVAL 1pE111794 1,orvaR E`T'� 2/19/25 02/20/2025 REVIEWED DATE PROJECT MANAGER X-28368 -METERS, DOMESTIC BACKFLOW PREVENTORS FIRE DOUBLE DETECTOR CHECK VALVES & IRRIGATION PREVENTORS ARE SHOWN FOR REFERENCE ONLY. THESE ITEMS ARE NOT INCLUDED IN THIS CONTRACT AND WLL BE INSTALLED BY INDIWDUAL LOT DEVELOPERS xr 1 � LOT 10 �� WALSH RANCHES LIMITED PARTNERSHIP / ' BLOCK 1 VOLUME PAGE 1765 D.R.P.C.T. D.R.P VOLUME 12624, PAGE 92 / 1 D.R.T.C.T. STA 3+62.20 - WA7R-2 INSTALL: �'��.- STA 4+13.38 - WATR-2 (1) - 8" 22.5' HORIZ BEND N 6951735.45 INSTALL: (1) - 87x6" TEE i E 2246005.01 (1) - 8"x6" ANCHOR TEE LOT 2 (1) - STD FlRE HYDRANT ASSEMBLY / % STA 3+4203 ^- WA7R-2 INSTALL: (i) - 8" 45' HORIZ BEND BLOCK 7 & 6" GATE VALVE PER D120 f0 LF 6" LEAD LINE 7 / / N 6951755-60 E 2246004.20 N 695168741 E 2245987.E 6 IA STA 3+24.64 - WA7R2 INSTALL: 8"T G. yil / / INSTALL: (1) - 87x6" TEE N=6951684.38 F=11459R511 Z (1) - 6" GATE VALVE 11.5 LF OF 6" FIRE SERWCE PLUG FOR FUTURE U STA 4+3J 46 (26.96 LJ - WATR-2 INSTALL' (1) - 1 5" IRRIGATION / N9 - TAP PER DETAIL D112 E 2245991.42 / N=6951655.50 I I III I J - 117 I /I 37A 1+70.91 - WATR-2} INSTALL: (I) - 1" DOMESTIC TAP PER DETAIL 0111 15,,,11.9, WATER EASEMENT STA 2+8549 - WATR-2 \ INSTALL: (1) - 8.45. HORIZ BEND N 6951793.94 E 2245962.64 w WATERLINE LOWERING #1 SEE DETAIL D162 STA 8 f+77.49 - WA7 ZL - - NSTAL x6" 1EE (I) - 6" GATE VALVE OF 6" FIRE SERWCE PLUG-- FOR FUTURE USE N 6951789.61 E 2245854.73 STA 1+73.91 - WAIR-1 INSTALL: (7) - 1" IRRIGA7ION TAP PER DETAIL DIII STA 1+67,91 - WATR-2 15 25 WATER INSTALL: l \ EASEMENT 11) - 2" IRRIGATION TAP STA i+57.06 - WA7R-2 PER DETAIL O112 INSTALL: N 6951789.22 (1) - 8; TEE E 1145845.16 (1) - 6" GA Tf VALVE --------- 24 LF OF 6" "RE SERVICE I PLUG FOR FUTURE USE I N 6951768.54 1 E 2245828.32 I, 1 \ 15' Wry TER 1 II \ EASE ENT 1 I � I q2' PUBLIC ACCESS EASETENTCOI•ITRACT) I (PAVEMENT NOT PART OF iHIS LOT I BLOCK 1 I 1 1 EX 24" VALVE & VAULT EX 24" PVC WATERLINE X-23178 X-23178 CPN 02606 CPN 02606 WATER PROD. NO. WATER PRO% NO P265-600140260683 P265-600140260683 WATER LEGEND -•- PROPOSED WATER LINE -« EXIS77NG WATER LINE + PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE N EXIS77NG WATER VALVE PROPOSED REDUCER H PROPOSED PLUG KEYMAP \ STA '.-"'8 � WA]R-2 STA 7+15� WATR-2 IN (I) - I" DOMESTIC TAP IWS-V PRESSURE PLANE INSTALL: I( 1) - 1" DOMESTIC TAP ( PER DETAIL D711 Ill PER DETAIL DIII N 96 1.9E N 69513B5.97 f 2245959.01 2,t5991. E 2245958.]7 INSTALL* ( STA ]+1248 - WAM-2 (1) - I" IRRIGATION TAP INSTALL: (1) - 1" IRRIGATION TAP PER DETAIL WIT N 695138297 PER DETAIL 0III E 2245959.14 IlN 6957394.96 l E 2245958.65 \ STA 7+29.48 - WAIR-2 STA 7+07.48 - WA7R-2 .\ /INSTALL: INSTALL: (1) - 8"x6" TEE ti INSTALL: (1) _ 8"1 " TEE (1) - 6 GATE VALVE 1 8"x6" TEE 10 LF OF 6" FIRE SERWCE r () - (1) - 6" GA 7E VALVE PLUG FOR FUTURE USE D (i) - 6" CA 1E VALVE 10 LF OF 6" FlRE SERWDE ? \ s N 6951377.97 / h 30 LF OF 6" FIRE SERWCE PLUG FOR FUTURE USE 4r• PLUG FOR FUTURE USE N 6951_ 96 T E 2245959.34 N 6951664.81 E 224S,5S4,, E 2245979.02 WATERLINE LOWERING /2 PROP. 8" r ;s SEE DETAIL D162 PUBLIC SS LINE 2 7+ L z 1 "52Y8Z E `SgW __ �_ 8+00 L- V1 STA 3+19.64 - WATR-2 ` w s' 6+00 51'18g7"F w INSTALL: l (1) - 1" IRRIGATON TAP _-�- 1- / PER DETAIL Of i fWA TEI 3 2 O N 6951770.78 /0'x75' E 2245987.74 \\\ I EASEMENR 1 I Im e + STA 3+16.64 - WA7R-2 \\ I I y O INSTALL: I u H II (I) - I" DOMESTIC TAP \\ I Chq PER DETAIL Diff 15'x10, N 6951772.81 WATER E 2245985.54 EASEMENT - 1 / STA 1159.06 ^- WA7R-2 INSTALL: L (1) - 1" DOMESTIC TAP PER DETAIL 7 N 2245W8.87 \ \ / LOT 5 E 224583.0E \\\ \\\ BLOCK '1 REVIEWED STA 1+56.06 - WATIT 2 INSTALL: STA S+iB.94 - WA7R-2 / I I By /ze/deen Ahmed of 1:49 pm, Sep 30, 2025 (1) - 7" IRRIGATON TAP INSTALL: BLOCK i NER DETAIL D 11 (7) - 8" 22.5- HORIZ BEND E 2245833.31 N 69515B8.35 II n f 2245950.88 \\ STA 0+^- W47R-2 INSTALL: 75 (1) - B""x6" ANCHOR 7EE �� 300 R FH f \\ (7) - SID FIRE HYDRANT ASSEMBLY 3 W w COVERAGE \ NOTES & 6" GATE VALVE PER D120 ?^i (ryp) \\ 1) ALL VERTICAL AND HORIZONTAL RT77NGS AND VALVES SHALL - I 18 LF 6" LEAD LINE n NK 2X BE DESIGNED WITH RESTRAINED JOINTS IN ADD1770N TO CONCRETE _ N 6951783.11 W %� LOT 4 \\ THRUST BLOCKING ANCHOR TEES OR ANCHOR COUPLINGS SHALL E 22456930E -- k BLOCK I BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS SEE 10 16.5• _ --I - - TABLE BELOW FOR MINIMUM LENGTH OF PIPE TO BE RESTRAINED _ WATER - / I FOR 8" AND 12" PVC WATER MAINS EASEMENT -- - .'-- - - F-- 2) MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLEC770N OF PIPE JOINTS WILL BE RESTRICTED TO 50X OF MANUFACTURERS - - T RECOMMENDATION, AF1ER WHICH THE USE OF HORIZONTAL OR ■ fjQ 0+00.00 - WATR-2 _ I WRALLOWED BENDS WILL BE REQUIRED. NO BENDING OF PIPE IS CONNECT TO EX 24" W.L. I INSTALL: 1 3) ALL WATER LINE PVC PIPE SHOULD BE IN ACCORDANCE WITH (1) - 24 ir8" TAPPING AWWA C900, DR-14 SPECIFICA RON 33 11 12 PART 2 B SLEEVE & VALVE FM 3325 - FARMERS RD IN - e" CLEAN/TUG WYE (I�,8 AND VALVES 190' f 45EN22.5' 1f.251 N 69517822..48 IG /3 B8 R 33 /f 14 7 4 /t E 2245677.38 1- H 45 t19 It 9 It 15 /t -LENGTH TO BE RESTRAINED ON EACH SIDE OF THE BEND. ASSUMPTIONS 250 PSI TEST PRESSURE, 1.5 SAFETY FACTOR, SP SOIL TYPE, TYPE 4 TRENCH REVISIONS enW2s snnsADDe- a i aeM x I' vae; _AMwa Hr/m nuns uMrrcs�(xo a AY9 r�rncet� H aaxsmuclrox. moor, eEFwe me carwc� W-W oRaxevus xv¢7m+cL tract• /iota news IF _g cw MIT SRAM 1S�a� rs ( a R O M=1MG10 1NE aNNEa ruuEwnlEiY rcw REawpuaMXl. WUR-30-00100/ ua-ze-ooiol R s oN'�E?g`� OIIJ012025 FoR�TH `' - DUNAWAY O I WALSH RANCH - WALSH WEST 8" WATERLINE WATR-2 PLAN SH 1 owxxEo sw RE ma- 2r en w RENEW IPRC 24-0269 ws«o s PTIS" DA2001167.037 OE 29 FORTWORTH TRANSPORTATION AN PUBLIC WORKS PIPE REPORT FOR: PROJECT NAME: Walsh West CITY PROJECT NUMBER: 105844 WATER PIPE LAID SIZE TYPE OF PIPE LF PVC 12 C900 DIP 12 DIP PVC 8 C900 PVC 6 C900 FIRE HYDRANTS: 8 VALVES (16" OR LARGER) PIPE ABANDONED SIZE TYPE OF PIPE LF DENSITIES: NEW SERVICES: 1214 54 1765 344 I SEWER PIPE LAID SIZE TYPE OF PIPE LF DIP 16 DIP 174 PVC 15 SDR26 2116 PVC 12 SDR26 1743 PVC 10 SDR26 40 PVC 8 SDR26 2242 PIPE ABANDONED DENSITIES: NEW SERVICES: SIZE TYPE OF PIPE TRANSPORTATION AND PUBLIC WORKS The City of Fort Worth • 1000 Throckmorton Street • Fort Worth, TX 76012-6311 (817) 392 - 7941 • Fax: (817) 392 - 7845 LF FORTWORTH. TRANSPORTATION AND PUBLIC WORKS December 23, 2025 Conatser Construction 5327 Wichita Street Fort Worth, Texas 76119 RE: Acceptance Letter Project Name: Walsh West Project Type: Water, Sewer City Project No.:105844 Click here to enter text. To Whom It May Concern: On December 23, 2025 a final inspection was made on the subject project. There were no punch list items identified at that time. The final inspection indicates that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on December 23, 2025, which is the date of the final inspection and will extend of two (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-2443. Sincerely, MotadageMohawwemTu.. Mohammdeen Mosadage, Project Manager Andrew Goodman, Program Manager Cc: Carlos Garcia, Inspector Gary Deyon, Inspection Supervisor Lorrie Pitts, Senior Inspector Andrew Goodman, Program Manager Dunaway, Consultant Conatser Construction., Contractor ATH-1187, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev. 08/20/19 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 Constructio[L'1,X• 1,P, 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: WALSH WEST WATER & SANITARY SEWER IMPROVEMENTS CFA PRJ # 25-0034 CITY PROJECT # 105844 CITY OF FORT WORTH STATE OF TEXAS CONATSER CONSTRUCTION TX, LP Brock Hugg Subscribed and sworn to before me this 151h day of December, 2025. je�ITHERINEROSE Notary Public in"Tarrant County Texas futr C. t/Alt a In" , o� 133467033 6om to , 1-30-2029 CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with the Arnefican Institute of Architects, AIA Document G707 PROJECT: (name, address)Water and Sancta+y Sewer Fort Worth TX TO (Owner) F ATH•1187 LTD AND CITY OF FORT WORTH 155 W" Avenue II 6- OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER Bond No 0269015 ARCHITECT'S PROJECT NO: CFANo 25-W34 CONTRACT FOR: Water and Sanitary Sewer for Walsh West Tx 76M —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 Nero r+sen -enw and add•ess or Suosev Comosnv) BERKLEY INSURANCE COMPANY 475 Steamboat Road Greenwich CT 08830 SURETY COMPANY on bond of ows vow name am ware.s of eomactor) CONATSER CONSTRUCTION TX. L P 5327 WiChrta St Fort Worth TX 76119-6035 hereby approves of the final payment to the Contra. , . and agrees that final payment to the Contra. the Surety Company of any of its obligations to mere assert name "adore" or owner) ATH•1187 1 TU AND CITY OF FORT WORTH 155 Walsh Avenue Aledo TX 76008 as sct forth in the said Surety Company's bond. IN WITNESS, WHEREOF, the Surety Company has hereunto set its hand this Attest: �- • -44 f-�w.-- (Seal): ��*�'' 12th day Of December, 2025 BERKLEY INSURANCE COMPANY Surety Company Signature of Authorized Representatil . Robb, ►Apra es Title , CONTRACTOR, shall not relieve , OWNER, Attomev-in-Fact NOTE This form a to be used as a com0ervon document to AtA DOCUMENT GT06, CONTPACTOa S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. Current Edition ONE PAW