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HomeMy WebLinkAbout061371-FP2 - Construction-Related - Contract - Conatser Construction TxLP-FP2 FORT WORTH. City Secretary Contract No. 61371 Date Received 1/14/2026 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: Northpointe West ph. 2 City Project No.: 104831 Improvement Type(s): Water ❑x Sewer ❑x Original Contract Price: $2,059,949.00 Amount of Approved Change Order(s): $1,500.00 Revised Contract Amount: $2,061,449.00 Total Cost of Work Complete: $2,061,449.00 Arturo Sancen (Jan 5, 202615:20:21 CST) Contractor Superintendent Title Conatser Construction TxLP Company Name Ja�noCe(Jan6,202608:06:39CST) Project Inspector Ram Tiwan (Jan 14.202614:15:11 CST) Project Manager o.VLJ�) CFA Manager de.711...,,.. Lauren Prieur (Jan 15, 202611:18:18 CST) TPW Director 01/05/2026 Date 01/06/2026 Date 01/14/2026 Date 01/14/2026 Date 01/15/2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 of 2 Notice of Project Completion Project Name: Northpointe West ph. 2 City Project No.: 104831 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: 240 WD Days Charged: 266 WD Work Start Date: 8/19/2024 Work Complete Date: 12/23/2025 Completed number of Soil Lab Test: 1098 Completed number of Water Test: 21 Page 2 of 2 FORT WORTH CITY OF FORT WORTH FINAL PAYMENT REQUEST Contract Name NORTHPOINTE WEST PHASE 2 Contract Limits Project Type WATER & SEWER City Project Numbers 104831 DOE Number 4831 Estimate Number 1 Payment Number 1 For Period Ending 12/23/2025 WD City Secretary Contract Number Contract Time 24WD Contract Date Days Charged to Date 266 Project Manager NA Contract is 100.00 Complete Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 Inspectors M.GLOVER / J.INOCENCIO Tuesday, December 23, 2025 Page 1 of 5 City Project Numbers 104831 Contract Name NORTHPOINTE WEST PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding UNIT I: WATER IMPROVEMENTS DOE Number 4831 Estimate Number I Payment Number I For Period Ending 12/23/2025 Item Description of Items Estimated Unit Unit Cost Estimated No. Quanity Total 1 8" WATERLINE LOWERING 12 EA $5,500.00 $66,000.00 2 TRENCH SAFETY 8322 LF $2.00 $16,644.00 3 DUCTILE IRON WATER FITTINGS w/ 2.74 TN $9,500.00 $26,030.00 RESTRAINT 4 8" WATER PIPE 7885 LF $62.00 $488,870.00 5 8" DIP WATER 437 LF $72.00 $31,464.00 6 FIRE HYDRANT 19 EA $6,500.00 $123,500.00 7 CONNECTION TO EXISTING 4" - 12" WATER 4 EA $2,500.00 $10,000.00 MAIN 8 1" WATER SERVICE 194 EA $1,400.00 $271,600.00 9 8" GATE VALVE 21 EA $2,500.00 $52,500.00 10 1" IRRIGATION SERVICE(CO#1) 1 EA $1,500.00 $1,500.00 11 20" STEEL ENCASEMENT 87 LF $340.00 $29,580.00 12 1.5" IRRIGATION SERVICE(CO#1) 3 EA $2,000.00 $6,000.00 Sub -Total of Previous Unit $1,123,688.00 UNIT 11: SANITARY SEWER IMPROVEMENTS Item Description of Item No. 1 POST -CCTV INSPECTION 2 MANHOLE VACUUM TESTING 3 MANHOLE ADJUSTMENT, MAJO 4 TRENCH SAFETY 5 4" SEWER SERVICE 6 8" SEWER PIPE - SDR 26 7 8" SEWER PIPE, CCS BACKFILL 8 T MANHOLE 9 T DROP MANHOLE 10 T EXTRA DEPTH MANHOLE 11 EPDXY MANHOLE LINER 12 TRENCH WATER STOPS s Estimated Unit Unit Cost Estimated Quanity Total 6133 LF $3.00 $18,399.00 33 EA $200.00 $6,600.00 R 2 EA $5,500.00 $11,000.00 6133 LF $2.00 $12,266.00 148 EA $850.00 $125,800.00 5733 LF $72.00 $412,776.00 400 LF $102.00 $40,800.00 32 EA $4,500.00 $144,000.00 1 EA $6,500.00 $6,500.00 88 VF $225.00 $19,800.00 212 VF $485.00 $102,820.00 20 EA $500.00 $10,000.00 Completed Completed Quanity Total 12 $66,000.00 8322 $16,644.00 2.74 $26,030.00 7885 $488,870.00 437 $31,464.00 19 $123,500.00 4 $10,000.00 194 $271,600.00 21 $52,500.00 1 $1,500.00 87 $29,580.00 3 $6,000.00 $1,123,688.00 Completed Completed Quanity Total 6133 $18,399.00 33 $6,600.00 2 $11,000.00 6133 $12,266.00 148 $125,800.00 5733 $412,776.00 400 $40,800.00 32 $144,000.00 1 $6,500.00 88 $19,800.00 212 $102,820.00 20 $10,000.00 Tuesday, December 23, 2025 Page 2 of 5 City Project Numbers 104831 Contract Name NORTHPOINTE WEST PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding DOE Number 4831 Estimate Number I Payment Number I For Period Ending 12/23/2025 13 CONNECT TO EXISTING 8" SEWER MANIN 3 EA $5,500.00 $16,500.00 3 $16,500.00 SYSTEM 14 CONNECT TO EXISTING 4' MANHOLE 1 EA $10,500.00 $10,500.00 1 $10,500.00 -------------------------------------- Sub-Total of Previous Unit $937,761.00 $937,761.00 Tuesday, December 23, 2025 Page 3 of 5 City Project Numbers 104831 Contract Name NORTHPOINTE WEST PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding Contract Information Summary Original Contract Amount Change Orders Change Order Number 1 DOE Number 4831 Estimate Number 1 Payment Number 1 For Period Ending 12/23/2025 $2,059,949.00 $1,500.00 Total Contract Price $2,061,449.00 Total Cost of Work Completed $2,061,449.00 Less % Retained $0.00 Net Earned $2,061,449.00 Earned This Period $2,061,449.00 Retainage This Period $0.00 Less Liquidated Damages Days @ / Day LessPavement Deficiency Less Penalty Less Previous Payment Plus Material on Hand Less 15% Balance Due This Payment $0.00 $0.00 $0.00 $0.00 $0.00 $2,061,449.00 Tuesday, December 23, 2025 Page 4 of 5 City Project Numbers 104831 Contract Name NORTHPOINTE WEST PHASE 2 Contract Limits Project Type WATER & SEWER Project Funding Project Manager NA Inspectors M.GLOVER / J.INOCENCIO Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 DOE Number 4831 Estimate Number I Payment Number I For Period Ending 12/23/2025 City Secretary Contract Number Contract Date Contract Time 240 WD Days Charged to Date 266 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 $2,061,449.00 Less % Retained $0.00 Net Earned $2,061,449.00 Earned This Period $2,061,449.00 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 $2,061,449.00 Tuesday, December 23, 2025 Page 5 of 5 Docusign Envelope ID: F007C525-16OA-4325-8DF3-OAAA8CA4434B DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: Northpointe West Phase 2 CHANGE CONTRACT: Water, Sewer, Pavinq, Street Liqhts, & Drainage Improvements ORDER No: ICFA# CFA24-0028 I CITY PARTICIPATION:I No CITY PROJECT # 104831 CITY SECRETARY CONTRACT # 61371 1 FID # 30114-0200431-104831-EO7685 IX # 27964 FILE # W-3006 INSPECTOR: Jason Inocencio Phone No: (682) 350-3321 PROJECT MANAGER: Ram Tiwari Phone No: (817) 392-2237 CONTRACT UNIT WATER SEWER DRAINAGE PAVING STREETLIGHTS CONTRACT Developer Developer Developer Developer DAYS Cost City Cost Developer Cost City Cost Cost City Cost Cost City Cost Cost City Cost ORIGINAL CONTRACT $1,122,188.00 $0.00 $937,761.00 $0.00 $1,566,380.00 $0.00 $2,061,109.00 $0.00 $384,500.00 $0.00 240 EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I $0.00 $0.00 I $0.00 $0.00 I CONTRACT TO DATE $1,122,188.00 $0.00 $937,761.00 $0.00 $1,566,380.00 $0.00 I $2,061,109.00 $0.00 I $384,500.00 $O.oD I 240 IAMOUNT OF PROP. CHANGE ORDER $1,500.00 $0.00 I $0.00 1 $0.00 1 $0.00 $0.00 I $0.00 $0.00 I $0.00 $0.00 IREVSSED CONTRACT AMOUNT I $1,123,688.00 $0.00 I $937,761.00 I $0.00 $1,566,380.00 $0.00 I $2,061,109.00 $0.00 I $384,500.00 $0.00 240 TOTAL REVISED CONTRACT AMOUNT PER UNIT $1,123,688.00 $937,761.00 $1,566,380.00 $2,061,109.00 $384,500.00 REVISED COST SHARE Dev. Cost: $6,073,438.00 City Cost: $0.00 1 I TOTAL REVISED CONTRACT I $6,073,438.00 You are directed to make the following changes in the contract documents: UNIT I: WATER IMPROVEMENTS CITY BID ITEM Developer PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Cost City Cost TOTAL 1D 9999.0001 3.00 EA 9999,0001 1" Irrigation ervice -$1500.00 ($4,500.00) ($4,500.00) 12' 9999.0003 3.00 EA 9999.0003 1.5" Irrigation Service 1 $2000.00 $6,000.00 $6,000.00 TOTAL UNIT I: WATER IMPROVEMENTS $1,500.00 $0_00 $1,500.00 Asterisk r) indicates New Pay Item Revised: 12-17-2018 REVIEWED By TIWARIR at 3:00 pm, Sep 18, 2024 Page 1 Docusign Envelope ID: F007C525-160A-4325-8DF3-OAAA8CA4434B REASONS FOR CHANGE ORDER Irrigation service size and locations revised to coordinate with proposed locations in Phases 1A & 1B. RECOMMENDED: (LJJA Engineering, Inc. By: Uuu . twnbe Name: Vince Stanko. PE Title: Project Manager APPROVAL RECOMMENDED: CFW - Water Department By: N/A Name: Subv Varuchese Title: Engineering Manager RECOMMENDED: CFW- "Contract Compliance Manager By. Name: Ram Tiwari Title: Senior Professional Engineer M&C Number. M&C Date Approved: APPROVED: Lennar Homes of Texas Land and Construction By Name: Jennifer Eller Title: Authorized Agent APPROVED: CFW -Assistant City Manager By: N/A Name: Dana Burghdoff Title: Aecictant Ci annt7pr APPROVED: Conatser Construction TX, L.P. By: �$rekul#uws Name: Brock Huggins Title: President APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: N/A Name: Richard A. McCracken Title: Sr. Assistant City Attorney ATTEST ' Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible N/A for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. Jannette S. Goodall City Secretary 0 There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract REVIEWED By TIWARIR at 2:59 pm, Sep 18, 2024 Revised: 12-17-2018 Page 2 Ii I I / / I STA 24+41M WLI I. 4-1% INSI.,,. 1 - 6. 4S HORQ BEND WA 4+64.D6 WLII. 1-18• GTE VALVE STAB2H7{.06 WL1I- ,1- FlRE HYDRANT ASSEMBLY (COFW DETAIL 1 40-0120) � SS I � USHERING /1 57 SO `T.. N2 24.60 WLI1- 1 - 8. 45' HORR BENI 11J1__E / 1 � 1 2 S] 52 REVIEWED By TIWARIR at 2:59 pm, Sop 18, 2024 T OP I 18 19 51 nA277+05.00 WL11- 1 B' 23S NORM a 0 Y 1. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO N EXISTING WATERLINES. O 2 THE WATER SYMBOLS ARE GRAPHIC IN NANRE ALL p WA STATIONS CALL OUi THE ENACT LOCATION OF WATERLINE O N APPURTENANCES LID 3. ALL WATERLINES ARE S' AMA C-900 DR-14 CUSS 20D Z 59 80 61 UNLESS NOTED OTHERWISE CRY PROJECT NO. 1C463I 4. TNIS DEVELOPMENT IM'ATES WN01 NORT9DE II k III FlD: 3011{-0200431-104631-ED7565 C5 PRESSURE PLANES. AREA: THAT ARE IN THE NORMSIDE II %-27964 Z PRESSURE PLANE BY ELEVATION WILL BE SERVED BY ONES W-3006 KIOE MOM THE NORRIII PRESSURE PLANE MAPSCO NO. 032A m I�I 0 30 IO 80 TOTALREFERNCENUM APPROVED WATER STUDY MASS-2021-LLED IIIIIII� 5. TOTAL NUMBER OF WATER SERVICES TO BE WSTALLID THIS . -•; • �I 1TYPE K COPPER RESIDENML WATER SERVICE - 35 • J CH OWETI WAY & LEGEND 1' IRRIGATION SERVICE - I N PROPOSED SANITARY SEWER LINE Knowwhat'AIT.,. 8. ALL FITTINGS ARE MECHANICAL JOINTS, UNLESS OTHERWISE CDIIMcfarc y6utlip. W PROPOSED SANITARY SEWER MANHOLE-l- NOTED. V) f EXISiNG SANITARY SEWER UNE -55- - I - EXISTING SANITARY SEWER "KOLE � 7. CON R C OR TO VERIFY EXISTING Y DGTIONS BEFORE BENCHMARKS: m PROPOSED WATm UNE MAKWC CONNECTIONS AND DEPTHS. BM/1 U. UPROPOSED GTE VALVE �� B. REFERENCE DUAL SHEET 35 MR WATER LOWERING STATION AT THE INTERSECTION OF BOAT CLUB RRUNE DOAT I . AND D. 3.0' PROPOSED FIRE HYDRANT + RANGE AND PROPOSED TOP OF PIPE ELEVATIONS AT CWB 0. AND 66'S NORTH COF �ENIE IC PPMK EXISTING WATER LINE -W- INTERSECTING UTIUR' CROSSINGS OR. IN THE SOUTH SIDE OF A CONC. BASE TO A EXITING GTE VALVE N 9. THIS WATER DISTRIBUTON SYSTEM MUST BE CONSTRUCTED IN SNCLE POLE T.U. EEC. TRANSMISSION TOWER W 9 ACCOflDANCE WITH THE CURRENT TEXAS COMMISSION ON THE SECOND TOWER FROM ME FAST IN A SET 3 4 S 6 EXISTING FIRE HYDRANT ENMpONMENTN. OUAl1Y (TCEO) PULES AND REGULATIONS OF FOUR. SSTEMS ELEV T90.297 NON-ttPICAL SERVICE LAGTION FOR PUBLIC WATER >D TEXAS ADMINISRNTIVE W RATER LOWERNI 12 ?0+4L2i18 WLIt I. 32 0 Sm'. -e'%B'TEE LOVE POLY PIG /t Ln L n1 \ I STA 27+18.{2 WL11. e u ULTIMATE 100-YR Ix- 8' f HORD! STA 17+58.98 WL7- \ STA 2B+1Y6] WLtt- BEND FIDDDPWN 'x!I GTE VALVE I e GTE VANE BOX • BOz VA 27+29.29 WL1f- {] 34 I 33 ^\ `\ lx+l 6' 221 HOR2 STA 17+18.98 WV- V� BEND T 1 SARE HYDRANT ASSEMBLY © EII (COPW DETAIL / 40-D120) TT WATER LFWEDIND 13 �06 STA 13+{1J8 WLT- L-_ ,I!IAM: ----r-r r--- e G E VALVE — ••d — — — — — =& BOX HA 15+28.91 WL7-..A 6.1 ]5 36 __- r 1- FlRE MDRANT ASSEMBLY =-----_-- �_-_(COPVI DETAIL 140-D120) .- i 16.7' S IN \ --------- STA 0 L INSTALL: 1.5• IXRIOATION SERVICE I - MATCH UNE M 37 STA 0,17.56 WL11. -INSTALL 1- B' GTE VALVE 27-1% ft Bo% 15R1 V pr RODE RM) CHAPTER 290 SUBCIMPTER D. WHEN CONVICTS 8M12 F X CUT IN CONCRETE STRIP HOUSING THE Z ARE NOTED WITH LOLL STANOAR05, THE MORE SIRINOENT REDVIREMENT SHALL BE APPLIED. CONSTRUCTION FOR TRAFFIC BAMICADE LOCATED ON NORM SIDE OF O BGT CLUB ROAD, MPRO%IMATELY {9 FEET FROM PUBLIC WATER SYSTEMS MAST ALWAYS. AT A MINIMUM, MEET FOR WEST UNE OF BOAT CLUB ROM, AND ON THE d TCED'S ROLES AND REGULATIONS PUBLIC WATER SYSTEMS.' WEST SIDE OF ME ENTRANCE TO THE BOAT CLUB = 10. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL ROM STORAGE FALIUTY, SAID POINT BEING APPROXIMATELY 4 FEET SOUM OF SOUMEA"T O BE DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CORNER OF THE CHAN LINK FENCE HOUSING Z CONCRETE THRUST BLOCKING, AND ANCHOR TEES OR ANCHOR COVPUNGS SNOVm BE USED TO SECURE ALL NATURAL CAS APPURTENANCES• BM B APPROXIMATELY 1,G7 FEET EAST OF THE BRANCH VALVES TO FIRINGS, PER CRY OF FORT WORTH WATER DESIGN CRITERIA 5.6J. INTERSECTION OF GAPE ROYALE DRIVE AND BGT CLUB ROAD. ELEV 681.60' 11. ALL PROPOSED PRESSURE PLANE VALVES SHAD. REMAIN CLOSED AT ALL TIMES. BM/3 X CUT ON NORTHEAST CORNER FFFCfRIC 12 FIRE HYDRANT ASSEMBLY INCLUDES FIRE NYDRANT TEE, 6' R R VAULT LOGTm AT PARK DRIVE CORNER OF THE INIp5EC110N OF PARK DRIVE AND BGT CLUB GTE VALVE, STANDARD FIRE HYDRANT, AND ALL LEND PIPES NECESSARY.ROAD, APPROXIMATELY 46 FEET FAST OF THE CENRRUNE OF BOAT CLUB ROM. AND I RIGHT-OF-WAY I APPROXIMATELY 61 FEET NORTH OF THE CEHTERUNE OF PAR K DRIVE SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST OF THE INRRSEC110N OF PARK ORNE AND BOAT CLUB Rom. PAVEMENT 8/-9 ELEV 797.44' IyiS-. yI r �4i r �4i [ 9FNINDDNRB .Ix l NORM 3' MAX �I I 5' SIDEWAX . 'I A +s II S' 1' TYPICAL / II WALK 'C-' STANDARD../ _ CURB INLET I -..-I AwA RnA� I�. TYPMAL ♦' . DATE REVISION I BY WASTEWATER MAN 1- STORM WATER MAN (SOUTH & WEST) ) DRAIN (NORM 8F EAST) TYPICAL J�'fll_ILOCATION Tb WATER PLAN NOTE not GNRARY SEWER TO NE BE LOCATED AT GOITER OF LOT WITH WATER SERVICE f' OFF PROPERTY UNE. UNLESS NOTED OTHERWISE WATER AND SANITARY SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10'. '�7 V�q� �F West 1 V orthPointe NY est WATER SERVICES TO 0 POSTIE SIDES OF ME STREET SHALL HAVE A MINIMUM SEPARATION OF 1' AT MAIN. Phrase 2 5 8 ) 8 9 TYPLC Q E f CITY OF FORT WORTH WATER u] I I' 1 _ TARRANT COUNTY, TEXAS S= UNE+ -T - CURB- QQQ���///TTT SEWER SERMCE jYP WAITER SERVICE W BKy �A N oaWaY PMnP A69.III1.ON10 14 15 TYPICAL 16 17 SERVICE LOCATION IB 19 WWNmn SYW4W G,mX, T° nx6 FRN-RID56 uDT To srALE Lu RDIEC! ID 0' �1G. NT PW-0204 - AHl A GTE FED 2024 NOTE THE CONTMCTOR SHALL CONTACT THE FOLLOWING AT LOW GON7ALli � DESION! MORGM ,MIHOURS PRIOR TO FXGVATNC IN THIS ARM MI FORT WORTH WATER DEPARTMENT 1-817-392-4477 DRAWN' CADMAN ATMOS GAS 1-BCO-545-8005 TXu ELECTRIC DELNET' 1-m0-711-9112 G1;,gy 50Fc �.'%f SCALE HOR2: 1' - 40' CHARTER COMMUNICATIONS 1-817-509-62M VE1iT: N/A FORT WORTH TRANSPORTATON/PUSUC WORKS 1-617-392-1234 SHEET FOR OTHER FACTURES WWW.TE4AS811,ORG OR 1-800-345-8005 13 R 1 OF 96 SHEETS 1. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO N EXISTING WATERLINES. O 2 THE WATER E EXACT ARE LOCATION F IN MATURE. ALL STATIONS O MATCH LINE SHEET 13R7 CALL OUTHE OACT IOGTON OF WATERLINE APPURTENANCES 3. ALL WATERLINES ME B' AWWA C-900 DR-11 CLASS 200 UNLESS NOTED OTHERwSE Z ULTIMATE 100-YR / / SIA —09. WV. CITY MCMECT N0. 10{N1 FLOODPWN / / ^ -I {. THIS DEVELOPMENT LOCATES WTION NORTHWOE II k III PEREPSLSAUNRE no: ]O11h0200N1-10{Bll-E076L' O ROOOPWN 1 - B' 11.25' HORQ ELEVATONKWILL BEESERVED BYNLINES MOM THENORRT1510E EII %-27884 Z PRESSURE PUNS REFERENCE APPROVED WATER STU MARSCO WSS-2021-1737. MAPSCO N0. 032A 0] 13+55.97 WL7. TOTAL NUMBER OF WATER SI RESIDENTIAL W TO BE S NICE ED THIS SMEEh NOPo2 1' TYPE K COPPER RESIOENML WATER SERVICE . 2{ I T 1 ,1 / I BMo ry1 6. Ill FITTINGS NGS MECHANICAL JOINTS, UNLESS OTHERWISE NOTED. 4 ' ` `\ 7. CONRACTOR TO VERIFY E%6TING MUTT LOCATIONS BEFORE NnawwNOtsbelo- N 27-IX MAKING CONNECTIONS MD DEPTHS. r.Dllbcf9my9UUi0. N e. REFERENCE DETAIL SHEET 35 FOR WATER LOWERING STATION / RANGE MD PROPOSED TOP OF PIPE ELEVATIONS AT INTERSECTING _ N UTILITY CROSSINGS. BY/1 CLUB ( ` AT THE INTERSECTION OF BOAT CB RD. M0 A, I EE SHEET 19 FOR THE B' 9. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN PARK DR 255'3 UST OF CENTERLINE BOAT ' I OF WL7 ACCORDANCE WIN THE CURRENT TANS COMMISSION ON CLUB R0. MO BW* NORTH CEN ERLINE PARK FU► \ I / STA 12+5527 WL7- ENNRONMEMK OVAUIT' (TCEO) RULES AND REGULATIONS FOR DR. IN THE SOUTH SIDE a A CONC. USE TO A N //\ LLL111JJJJJL��..JWWLI ,u .,,. PUBUC WATER SYSTEMS ]D TEXAS AOMINISiRA1NE CODE (tAC) SINGLE POLE T.U. ELEC. TRANSMISSION TOWER TES 1-t5' IRRIGTION SERVICE CHAPTER 290 SUBCHAPTER T WHEN SERVICE ME NOTED WITH THE SECOND TOWER FROM THE EAST IN A SET W 12ysB.5I WV- LOCAL STANOAROS THE MORE STRINGENT REOUIREMENT SHALL BE OF FOUR. i O 20 b BO p\ 46 1 AEr - \ APPLIED. CONSTRUCTION MR PUBUC WATER SYSTEMS MUST ELEV 790.397 ALWAYS, AT A MINIMUM, MEET TCEO'S RULES AND REGULATIONS U.I \ \ \ STA 11.67.19 WL7- - B' 11.25' HOR12 N' C h AU.. �@EN0 F011 PUBUC WATER SYSTEMS' 'K' CUT A CONCRETE STRIP HOUSING THE Z / 1-IB' GTE VALVE STA 11+89.62 WU- f0 TRAFFlC BMRIGDE LOGTm ON NORTH SIDE OF j 5•- 10. ALL VERTICAL AND NORQONTK FITTINGS AND VALVES SHALL, BE BOAT CLUB ROAp, APPRD%IMATELY {p FEET FROM O WATER KEY WP k B45 1u�lAB' 11.73' HOPo2 I - DESIGNED WITH RESTRAINED JOINTS IN ADDITWN TO CONCRETE !GAT OF BOAT CLUB ROAD. MD ON THE LL / NTK STA 10+7383 WL7- BEND `I ULTIMATE 100-YR F THRUST BLOCKING, MD ANCHOR TEES OR ANCHOR COUPUNCS WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB = WRIER LOWERING FLOODPWN W SHOUW BE USED TO SECURE ALL BRANCH VALVES TO FR11NG5, ROAD STORAGE FAGLIIY, SLID POINT BONG ~ / mSIAu: A i1+59,SB WV- PER CITY OF FORT WORN WATER DESIGN CRITERM 3.6.]. APPfl0%IMAtELT +FEET SOUK OF SOUTHEAST tt2S HORR a - FLOG OPWN W O / BEND 1- FIRE HYDRANT ASSEMBLY EASEMENT = 11. ALL PROPOSED PRESSURE PLANE VALVES SMULL REMAIN CWSEO CORNER OF ME LINK FENCE INOUSING Z a< (COW DETAIL / {0-0120) (n AT ALL TIMES. APppp j GAS FOF THE } 1 STA 0+00.00 WlB- W 12 FIRE HYDRNIT ASSEMBLY INCLUDES ME HYDRANT TEE, 6' GTE INTERSECTION ROAD. OF CAPE ROYALE DRIVE AND BOAT A INSTALL: - ST.1+++17.21 WUR- -L VALVE STANGRO FIRE HYDRANT, AND ALL LGD PIPE NECESSARY. ELEV 661.60' (,I• A` 1 - B' % B' LEE 1u - B' 1135' HORR BM 3 / N INSERT POLY PIG 12 BEND J N" CUT ON NORTHEAST CORNER OF M ELECTRIC J STA 1+3] I1 'APB- U VAULT LOCATED AT MORNF/ST CORNED OF THE r, / _ INTERSECTION OF PARK DRIVE AND BOAT CWB 11.25' HOWF-^ ROAD, APPROXIMATELY 46 FEET FAST OF THE 42 9" BEND Q MCQP C%ILMTELT 61ME OF�FEEf NORM T CLUB ROAD. P THE �` STA 1+7260 W.-CENTERLINE OF PARK DRIVE Mo POINT IS OV�0 y W ALL I RIGHT-OF-WAY I APPROXIMATELY 66 FEET NORTHEAST OF THE 1 I B' {S NORQ ¢ INTERSECTION OF PARK DRIVE AND BOAT CLUB ^' yy BEND S£Pa ROAD. 12 WATER LOWERING 14 ' �{ PAVEMENTB- lV ♦ I I EIEV 791 I T STA 1+79.57'MB- / ME RANT \ 1 • r • • I BE/11ND WRB II p 1 - B' u' HORIZ 47 M F \ � _ NOR 0 1 Y5`A BEND 5' SIDEWALK II II 29 I I \ TYPICAL '• 4 WALK {D 'O a SIM DAR ASTA 6+9e57 WL7- STA 2+Oi71 WLB- I r \ CURB INLET 1 11 NSIA L lt—�jII soOy/A�g I t B' 11.25' HORIZ 1- B' GTE VALVE \ TYPICAL {i'I{" u�THuR[yTSRFp I er BEND k BOX I I VA 2+18.9p WLB- inalAv: WASTEWATER MAIN y DRM WATER MAN Y 4, " WA1ER IAWEPoNC /5 1- ME HYDRANT ASSEMBLY (SOUTH k WEST) DRAIN (NORTH k EA57) (COW DETAIL 1 M-1)120) J9 I 7 TYPICAL�V�cj_OCATION WATER PLAN yy STA e+12.B9 MALT- T I o NOTE - SAW SEWER M BE LOCATED AT CENTER OF LOT WITH WATER SERVCE V OFF PROPERTY LINE UNLESS NOTED OTHERWISE 0i>t�IlP O]3IlTe West 1{{ 1n-1 B' 32SP NOW I WATER MO SMARMY SERVICES SHAL Nth HAVE A MINIMUM SEPARATION OF to'. 1 M1 6 tO STIA s 06•22 WUB- WATER SERVICES TO OPPOSITE SIDES OF THE STREET SIMLL HAVE A MINIMUM yy ZA, 7+SF.8{ WL7- ( iNSiAu: SEPARATION OF 1' AT MAN. Ph2se 2 3e Insixy llT HORO 5 6 ) B 9 M1 1 - e' 11.25' HORQ 15 I BEND ppIIr STA a+S3.B8 WL7. BSTATA06- .11 WL7- i 5 ROW TY. \ GTE VALVE jro�F1RE HYDRANT ASSEMBLY I I ELECTRIC CASEMENT cu F S. F - FLI CITY OF FORT WORTH k BO% (COW DETAIL 1 {0-0120) I I VOL 1 MANGO 21 WATER LINE 1 _ TARRANT COUNTY, TEXAS � 9 VOL 5G62, 2{5 BEARER UNE+�7- - -F � —I37 16612. T•CU{ ROW WATEII LJA SEWER SERVICE TY' SERVICE 6060 dl �� R_HBQIoT10 1♦ 18 17 1B 19 SAW" SAP I I DA., Tea 75106 ERN-113E6 c I I LEGEND TYPICAL SE�VICF_ LOCATION cEE I I ND 0 SCARE LINWAT600-020t PROJECT 10 ^e B 17 I PROPOSED SANITARY SEWER E 1 ' N 3 PROPOSED SANITARY SEWER MANHOLE—O— • DAM FEB 2021 MATC I STA —.24 WLB- EXISTING SANITARY SEWER TINE —SS— - H LI I 11N91ALL' SITTING SMARMY SEWER MANHOLE O NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LUST M.ATMA[L GON7ALE7 DESIGN: YOAGW NE SHEET - B' 11as Hofla PROPOSED WATER UNE N HOURS PRIOR TO EXCAVATING IN THLS MU % I >^ B DRAWN GA W ni By TTWAi/eo 1 p 2 I I BEAD PROPOSED GTE VALVE FORT WORN WATER DEPARTMENT t-817a111 Wu eF�' SCALE By 77WAFUR at 2:59 pm, Sep 1B, 20211 8TT 1 - _ PROPOSED FIRE HYDRANT + ATMOS GAS t-B00-5{5-6005 �/� i+ _ NORGE: t' - W' i - EXISTING WATER UNE -W- TXU ELECTRIC DEL I 1-WD-711-9112 •`` RYA VFRF: N/A 005TINO GTE VALVE N CHARTER COMMUNICATIONS 1-617-502-6272 SHEET EXISTING FIRE HNDRANT 4 FORT WORTH TRANSPORTATION/PUBUC WORKS t-817-392-IMI 15R1 9e NON -TYPICAL SQMCE LOCATION FOR OTHER FACILITIES WWW.T0NSg11.ORG OR t-B00-5A5-5005 OF SHEETS - I N i 0 20 Q Iw I 1 / I / to 0-YR /U,TNAM FLOOOPWN 33 a-1 I 1 1 32 \ C�V NOTE SANRMY SDVDt TO BE LOGATED AT CENTER OF LOT WITH WATER SERVICE V OFF PROPERTY LINE UNLESS NOTED OTHERWISE WATER AND SANITARY SERVICES SHALL NAVE A MINIMUM SEPARATION OF 10'. WATER SERVICES TO OPPOSITE SIDES OF THE STREET SHALL HAVE A MINIMUM SEPARATION OF 1' AT MAIN. 3 6t7dst.Q\ ¢ CURB WATER LINE SEWER LINE+ - 1 - - cu ROW t �' �' WATER SEWER SERVICETYP SERVICE 3 16 ��� I7 1B 1S TYPICAL SLALELOCATION I ]8 \STA27.B] WL1 1 IB"113S NOR y BEND \ T ]5 / M1 / 3 \ ! y9 \ \ WATER W J. y T \ \ f -1% e „ RA IWWL] 6 UlN HL LuI TO-BE-CONS,RUT a* Pv TUNA SMEE \INSERT POLY PIC DOSnNO B' GTE \- R� VALVE ' ) / f -T-- -T I Ek 2 I RICHT-OF-WAY PAVEMENT B-B 2l / 1 4 1— 1 4 , 1 ♦ �{ f� _1I I 'BERE M MT—IIII�y1�— NOW C3RARB / 5' SIDEWALK- TYPICAL WALK STANDARD J IILL CURB INLET H TYPICAL �. //` LLiYrLLIHI#pMJ WASTEWATER MAIM STORM WATER MAIN (SOUTH Lt WEST) p DRUN (NORTH Be FAST) TYPICAL UTILITY NOT1 1OCATION STA 5+M- WLL- e ' MATCH LINE SHEET BENOB 11.25 NORQ y I 7 TT B T-Hj• L 19 ^1 ! 1- B' GTE VN.VE t BO% B.B3 Wl8- X'YDRANT ASSEMBLY ErAIL A +o-mzD) 21 +W.Oi w 10- % B' TEE POLY PIC A] 6.y 22 23 I ® T� WL7- ��- STA 6+1 - B' 11.25' HORQ\ END 5 -1TFlRE (CORN D ETA0 �INSTAIl -B + REMOVE * 24 jeE;-8' 2230 HORQ D ` � ` \ STA, 9+25,32 WLB- T. CPN 10029 \" / 2r l%J ,C \�� EDDB' 1175 HORR e\ IVA 0+35.32 WLS-/ 1\ 2238 NDRI: 1-B'11.25' BEND WATER LOWIAI WATER KEY MAP NTS REVIEWED By T)WARIR at 2:59 Pm, Sep 10, 20241 LEGEND PROPOSED SANITARY SEWER LINE PROPOSED SANHYMR SLM MANHOLE —0— COST NC SANITARY SEWER LINE— DUS'TINO SANITARY SEWER "HOLE O PROPOSED WATER LINE 1 5R1 PROPOSED GTE VALVE + PROPOSED FIREHYDRANT OW 0 WATER LINE —W- 1 1 2 DDSIING GTE VALVE p I I COSTING FIRE HYDRANT 4 NON -TYPICAL SDMCE LOCATION I I I{{�J 0+6024 WL10- W 11TS HORQ � -ol I�BEN08 WLTO ¢ Z I 0 CM�E J 1 � 2 310' I SO STAI 0417.58 WLID- I- Q 1- 0'P AM VALVE e.z s RD%I TI I ` WATER LQ 4 NG AB y STA8-6.95 WLB- I I -B'1195 MORLi I SEND I I I I 11 2 I I n � I I I F WI I _ _ 2W n N O II Z J w A2++B7.DS WUS- 1-1.5' IRRIGATION SERVICE WST� J 1 - B" RR31F BEND NOTES: 1. ALL MEANING WYES TO BE REMOVED WHEN CONNECTING TO CKSTING WATERLINES. 2 THE WATER SYMBOLS ME GRAPHIC IN MM E. ALL STATIONS GU. OUT THE EXACT LOCATION OF WATERLINE APPURTENANCES. 3. ALL WATERLINES ARE S' AWWA C-900 DR-11 CLASS 200 UNLESS NOTED OTHERWISE 4. THIS DEVELOPMENT WQI WITHIN NORTISIDE 11 h III PRESSURE PLANES AREAS THAT ME IN THE NORTHSIDE It PRESSURE PANE Of ELEVATION WILL BE SEIM BY LINES FROM THE NORTISME YI PRESSURE PUNS REFERENCE APPROVED WATER STUDY WSS-2021-1737. S. TOTAL NU SIR OF WATER SERVICED TO BE INSTALLED THIS SHEET: 1' TYPE K COPPER RESIDFNTML WATER SERVICE - 27 1' IRRIFATION SERVICE - 2 S. ALL FIRINGS ME MECHANICAL JOINTS, UNLESS OTHERWISE NOTED. 7. CONTPACTOR TO VERIFY EXISTING UTILITY LOCATIONS BEFORE YAI(N o CONNECTIONS AND DEPTHS B. REFERENCE DETAIL SHEET 35 FOR WATER LOWERING STATION RANGE AND PROPOSED TOP OF PIPE ELEVATIONS AT INTERSECTING UTILITY CROSSINGS 9. THIS WATER DISTRIBURON SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEO) RULE AND RECULATONS FOR PUBLIC WATER SYSTEMS W lE1f/5 ADMINISIRATNE CODE RAC) CHAPTER 290 SUBCHAPTER D. WHEN CONNCIS ME NOTED WITH LOCAL STANDMDS, THE MORE STRINGENT REOUIREMEM SHAI.L BE APPLIED. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS. AT A MINIMUM. MEET YCEO'S RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS' 10. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE DESIGNED WITH RESTRAINED JOINTS IN ADD ON TO CONCRETE MRUST BLOCKING, AND ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. PER CITY OF FORT WORTH WATER DESIGN CRITERIA 5.6.3. 11. ALL PROPOSED PRESSURE PANE VALVES SHALL REMAIN CLOSED AT ALL TIMES I2 FIRE HYDRANT ASSEMBLY INCLIDI S FIRE HYDRANT ME. B' GTE VALVE STANDARD FIRE HYDRANT, AND ALL LEW PIPES NECESSARY. NOTE THE CONTRJCTOR SMALL CONTACT THE FOLLOWING AT LEAST Q HOURS PRIOR TO DIGVATING IN THIS MFA' FORT WORDY WATER DEPARTMENT 1-817-392-M7] AN GAS 1-SOD-S4S-B0O5 TXLI ELECTRIC DELVERI 1-BOA- 11-9112 CHARTER COMMUNIaMONS 1-817-509-5272 FORT WORTH TRANLPORTATION/PUBUC WORKS 1-817-392-1234 MR OTHER FACILITIES WWW.TEX/S81I.ORG OR 1-800-545-SINS a O N O I O O Z CITY PROJECT NO. 104 1 RD. 3011h0200431-104831-ED7585 O X-27994 Z w-3006 MAPSCO NO. O32A IT] 7 � I Kill earAbelow. a Callb,f-y ndig. W _ FIFNQ Es6K5: Bmill BMA1 d AT THE TNT C110N OF BOAT CWB RAND PARK DR. 25fi.6'S FAST OF CENTERLINE BOAT NORTH CENTERLINE PARK CLUB R0. AND SOUTH IN THE SOUTH SIDE OF A CONC. BASER A H' SDR.IN TOWER w POLL T.U. EIEC..THE AST I THE SECOND TOWER FROM THE EAST IN A SET � THE S Of YOUR. ELEV 7SOM7 W 'r C F %' CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF BOAT CLUB ROAD. APPROXIMATELY 49 FEET FROM O CENTERUNE OF BOAT CLUB all. AND ON THE ll WEST SIDE OF THE ENTRANCE TO THE BOAT CWB ROAD STORAGE FALL M. SAD POINT BONG APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST O CORNER OF THE CHAIN UNIX FENCE HOUSING Z NATURAL GAS APPURTEWNCES. BM IS APPROXIMATELY 1,047 FEET FAST OF THE INTERSECTION OF CAPE ROYALE DWE AND BGT CWB ROAD. ELEV 681.60' BMA3 VA CUT ON NT CORNER ELECTRIC VAULT LOCATEDAT AT NOORTHEAST CORNER Oi INTERUTHE IM PARK DRNE AND BOAT CWB O%IIIBOAT 46 FEET FAST OF THE ROAD. APPROXIMATELY ROAD, LINE CENTERLINE OF BOAT CLUB ROAD. AND APPROXIMATELY atFEET NORTH OF THE CENTERLINE OF PARK ERNE SND POINT IS APPROXIWIELY 66 FEET NORTHEAST Of THE ELTON OF PARK NINE AND BGT CLUBROAD. READ. EI.EV ]9].M' I I I I I II I II a,XTE IAAIs RTWFL asEVISION.ulw.wo vcuavx. II Ba GTE I RII BY WATER PLAN Northpointe 'West Phase 2 CITY OF FORT WORTH COUNTY, TEXAS TTTARRANT 6060 NpN GnvmanY SURF ro PImr A69VA DNIss. Tovc Y5]06 FgN.F.1Dl6 IAA PROJECT 10 FEB 2024 iRA�GTE }d 'AIR S I DESIGN: YORGW DRAWN: GV11U1! •I xuYOf'Yy SCALE 10 4W VERT: t N/A SHEET 18R1 OF 9B SNEETS FORTWORTH TRANSPORTATION AND PUBLIC WORKS PIPE REPORT FOR: PROJECT NAME: Northpointe West Ph2 CITY PROJECT NUMBER: 104831 WATER PIPE LAID SIZE TYPE OF PIPE LF 8" 8" PVC 7885 8" DIP Waterline 8" Ductile Iron Pipe 437 20" Steel Encasement 20" Steel Encasement 87 FIRE HYDRANTS: 19 VALVES (16" OR LARGER) PIPE ABANDONED SIZE TYPE OF PIPE LF DENSITIES: Yes NEW SERVICES: 194 I SEWER PIPE LAID SIZE TYPE OF PIPE LF 8" Sewer pipe 8" SDR26 PVC 5733 PIPE ABANDONED SIZE TYPE OF PIPE LF DENSITIES: Yes NEW SERVICES: 148 4" TRANSPORTATION AND PUBLIC WORKS The City of Fort Worth • 1000 Throckmorton Street • Fort Worth, TX 76012-6311 (817) 392 - 7941 • Fax: (817) 392 - 7845 FORT WO RT H C") TRANSPORTATION AND PUBLIC WORKS December 23, 2025 Conatser Construction TX,LP 5327 Wichita st. Forest Hill, TX 76119 RE: Acceptance Letter Project Name: Northpointe West ph 2 Project Type: Water and Sewer City Project No.: 104831 To Whom It May Concern: On December 23, 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 23, 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 23, 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- 392-2443. Sincerely, Ram T wan (Jan 14 212114'.1� 11 CST Ram Tiwari, Project Manager Cc: Jason Inocencio, Inspector Mike Glover, Inspection Supervisor Cristobal Fuentes, Senior Inspector Andrew Goodman, Program Manager UA Engineering, INC, Consultant Conatser Construction, Contractor Lennar Homes of Texas Land and Construction LTD, 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, I,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 'l'hat there are no claims pending for personal injury and/or property dainagcs; On Contract described as: NORTHPOINTE WEST PH. 2 WATER, SANITARY SEWER, DRAINAGE, PAVING & STREET LIGHT IMPROVEMENTS CFA PRJ # 24-0028 CITY PROJECT # 104831 CITY OF FORT WORTH STATE OF TEXAS CONATSER CONSTRUCTION TX, LP Auggitt� " Subscribed and sworn to before me this 171 day of December, 2025. TFIERINE ROSE6,KA """�Notary Public in Tarrant County, Texas-133447933 K f1D 11-30-2029 CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with the Arrimican Institute of Architects, AIA Document G707 PROJECT (narle, eddresa)NOftnpO"I" west, Phase 2 Fort Worth, TX TO (Owner) OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD 1707 Mantel Place Blvd . Suds 100 Lrwv TX 75083 CONTRACTOR: CONATSER CONSTRUCTION TX L P Bond No 0260241 ARCHITECT'S PROJECT NO: CFA24.0028 CONTRACT FOR: Water Sanitary Sewer Drainage, 3 Pavnq Improvements for wmpoKne West Phase 2 CONTRACT DATE: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the there ~ name and addnwe of Surety Corr%MWI BERKLEY INSURANCE COMPANY 475 Steamboat Road Greenwich CT W830 , SURETY COMPANY on bond of there trtesrt name "eddress o! eontreetor) 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 rh.e inset name end adoress of ownei CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION LTD 1707 Market Place Blvd Surte 100 Irving TX 75063 , 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): 16th day of December, 2025 BERKLEY INSURANCE COMPANY Surety Company Signature of Authorized Representative Robbi Morales Title Attorney in F.3.r. NOTE* The form is to be used Its a Coffeeftlon OootlatMtt to ALA DOCUMENT 07CG, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. Current EdI!ron ONE PAGE