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HomeMy WebLinkAboutContract 62869-CO2CSC No. 62869-0O2 IPROJECT NAME: (CONTRACT: I CFA # I CITY PROJECT # I CITY SECRETARY CONTRACT # IFID # IX# IFILE # INSPECTOR: PROJECT MANAGER: DEVELOPER -AWARDED -PROJECT CHANGE ORDER Delara Chase Multifamily Water and Paving 24-0140 105763 62869 30114-0200431-105763-EO7685 28326 K-3318 Samuel Quinones Scott Ram Tiwari WATER Developer Cost City Cost (ORIGINAL CONTRACT $120,208.50 $137,541.50 EXTRAS TO DATE $3,077.00 $0.00 (CREDITS TO DATE $0.00 $0.00 (CONTRACT TO DATE $123,285.50 $137,541.50 (AMOUNT OF PROP. CHANGE ORDER $6,232.31 $24,564.85 REVISED CONTRACT AMOUNT $129,517.81 $162,106.35 TOTAL REVISED CONTRACT AMOUNT PER UNIT $291,624.16 REVISED COST SHARE Dev. Cost: TOTAL REVISED CONTRACT Revised: 12-17-2018 CITY PARTICIPATION:( YES Phone No: (682)225-9106 Phone No: (817)392-2237 SEWER Developer Cost I 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 $150,649.81 CONTRACT UNIT DRAINAGE 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 City Cost: $583,962.16 CHANGE ORDER No: 2 PAVING Developer Cost City Cost $21,132.00 $240,426.00 $0.00 $0.00 $0.00 $0.00 $21,132.00 $240,426.00 $0.00 $30,780.00 $21,132.00 $271,206.00 $292,338.00 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 $433,312.35 $0.00 WORKING DAYS 120 0 0 120 3 123 i REVIEWED By TIWARIR at 9:14 am, Sep 04, 2025 10 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 You are directed to make the following changes in the contract documents: CITY BID ITEM PAY ITEM # # QUANTITY 3 3311.0001 0.11 7 3312.0117 2.00 8 3311.0161 8.00 9 3305.0109 60.00 10 0241.1013 (606.00) 11 3312.3003 3.00 12 3312.2001 (3.00) 13 3311.0261 52.00 14 3312.2003 3.00 15 241.1001 8.35 PAY ITEM # 4 8 Asterisk (*) indicates New Pay Item CITY BID ITEM # QUANTITY 241.1100 270.00 3201.0202 270.00 UN T I: WATER IMPROVEMENTS CFW Unit UNIT ITEM DESCRIPTION Price TON Ductile Iron Water Fittings/ Restraints EA Connection to Existing 4"-12" Water Main LF 6" PVC Water Pipe LF Trench Safety LF Remove 8" Water Line EA 8" Gate Valve EA 1" Water Service, Meter Reconnection LF 8" PVC Water Pipe EA 1" Water Service CY Water Line Grouting $1,000.00 TOTAL UNIT I: WATER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS CFW Unit UNIT ITEM DESCRIPTION Price SY Remove Asphalt Pvmt SY Asphalt Pvmt Repair Beyond Defined Width TOTAL UNIT IV: PAVING IMPROVEMENTS Developer UNIT PRICE Cost City Cost TOTAL $37,237.50 $0.00 $4,096.13 $4,096.13 $2,625.00 $0.00 $5,250.00 $5,250.00 $206.00 $1,648.00 $0.00 $1,648.00 $2.00 $16.00 $104.00 $120.00 $24.00 $0.00 ($14,544.00) ($14,544.00) $2,695.00 $0.00 $8,085.00 $8,085.00 $3,020.00 $0.00 ($9,060.00) ($9,060.00) $166.00 $0.00 $8,632.00 $8,632.00 $4,550.00 $0.00 $13,650.00 $13,650.00 $546.99 $4,568.31 $8,351.72 $12,920.03 6 232.31 $24,564.85 $30,797.16 Developer UNIT PRICE Cost City Cost TOTAL $14.00 $0.00 $3,780.00 $3,780.00 $100.00 $0.00 $27,000.00 $27,000.00 0.00 $30.780.00 $30,780.00 REVIEWED By TIWARIR at 9:15 am, Sep 04, 2025 Revised: 12-17-2018 Page 2 REASONS FOR CHANGE ORDER Changes to 018-ter line alignment and replacement per meeting With City staff on 0611012025 RECOMMENDED: APPROVED: APPROVED. mma By C � Da•,. Delara Chase, LLC 06/30/2025 Qp 0, 6ff1,►1,1 Date 6-30-2025 Rumsey Co sfruu io I By 1 ( % Date s Name Andrea Taylor, PE Name- Alice Cruz Name Gary Wells Title Principal Title Managing Member Title CEO APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW- Water Department CFW -Assistant City Manager CFW - Assistant City Attorney By s �� D8-e 09/08/2025 BY; Qp(I�Y.�x-J Date 09/12/2025 By. 40_(� -Z-- Lam-- pate 09/10/2025 SubyVarughese Jesica McEacherm Richard McCracken Name Name Name, Title Engineering Manager Title. Assistant City Manager Title Senior Assistant City Attorney RECOMMENDED: 4F FORr°Ila oeokp9(° v.+.�000000 CFW- *Contract Compliance Manager ATTEST ono azd 'Contract Compliance Manager (Project Manager): PantTrwavi °oQ^«d By signing I acknowledge that I am the person responsible By; R,,n ,r,(sep4,202509333a CDT) Date 09/04/2025 A adIlp TEXPsa4p °naooava,�. 09/12/2025 for the monitoring and administration of this Contract. By and ensuring all performance and reporting requirements Name Ram Tiwari Name Jannette S. Goodall ©There are NO City Funds associated with this Contract Titre Sr. Professional Engineer Title: City Secretary 2IThere are City Funds associated with this Contract M&C Number. N/A M&C Date Approved N/A REVIEWED By TIWARIR at 9:15 am, Sep 04, 2025 OFFICIAL RECORD Revised. 12-17-201 S CITY SECRETARY FT. WORTH, TX REVIEWED By TIWARIR at 9:15 am, Sep 04, 2025 FORT WORTH MATTIE PARKER MAYOR DAVID COOKE CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT CHRIyST oit HARDER P.E To DE PARTME T 10/9 024 PG OF TE OR1-n 55 [, a,A IPRC RECORD NO. IPRC24-0179 CITY PROJECT NO. 105763 FID NO. 30114-0200431-105763—E07685 FILE NO. K-3318 THE CITY OF FORT WORTH, TEXAS PLANS FOR THE CONSTRUCTION OF PAVING & WATER IMPROVEMENTS TO SERVE DELARA CHASE MULTIFAMILY WEDGWOOD ADDITION, LOT A, BLOCK 529 LOCATION MAP N.T.S. MAPSCO NO. 103A COUNCIL DISTRICT 6 OCTOBER 2024 OWNED/DEVELOPED BY: DELARA CHASE, LLC 220 wEAIX[xFaiO80 ;4138 PREPARED BY: LL] m m a wt.,ft I-nEope ..hh— WmR tbpe regislmki0n number f - 2759 ibpls regisbabon/license number 100880M 519 east bortler arl in gtan, texas 76010 817-469-1671 fax 817-274-8757 ... mmntexne enm X- 28326 °z CURRENT CONSTRUCTION STANDARDS FOR DEVELOPMENTS ON THIS PR J 2024 SHALL GOVERN ON THIS PROJECT 6 z z SHEETINDEX SHEET NO DESCRIPTION UNITI —IN aWATERIMPRO111INTs COVER 2-3 FINAL PLAT 4- s-emal piory Pury 811 2 a114 x4�kUu�TFi P Ary 15 3ID-K DETAILS 'I la TRA "RI ONTROLDETAIL3 DIRECTOR'S DESIGNEE FOR CONSTRUCTION PLAN APPROVAL RESOLUTION NO. 01-10-2020 Rawl %l wan' Ram Tiwari (Oct 9, 2024 16:26 CDT) REVIEWED: PROJECT MANAGER 0 10/10/2024 0 DATE: 0 10/09/2024 d 3 DATE: o �s 05� X- 28326 ao I � REVIEWED By TIWARIR at 9:15 am, Sep 04, 2025, E- r i Ir anon _ Jo rt C- x z EXETIN & REMOVE r - O EXISTING CURB &GUTTER Cy REMOVE EXISTING CONCRETE PAVEMENT I REMOVE EXISTING ASPHALT PAVEMENT NOSES � ^) w sr ROu 1 CONTRACTOR TO DISPOSE OF ALL DEMOLITION IJ DEBRIS AT AN APPROVED DISPOSAL FACILITY F""I w WATER 2 CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING O - TING UTILITIES AND PROTECTING THEM /y If�ll ro9 a vaz THROUGHOUT CONSTRUCTION w KEMaW xrsnuc c Ca 1E unC 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING $ Z 1f'R aRax ALL PERMITS REQUIRED FOR SITE DEMOLITION. 4 ALL WASTE WATER AND SANITARY SEWER O SERVICES TO BE ABANDONED SHALL BE srrEEr rJ rqe RE �� Q .k DISCONNECTED MR ACCORDANCE SDI TONAL REQUIREMENTS. MTH REFER TO SITE AND GRADING PLAN FOR - - Q- 2 2 N CONSTRUCTION LIMITS 1 �dsn - - - - s - - - - E,nsnN6 wq IFR J-Q _ - - - CONTRACTOR TO MAINTAIN EXISTING Q 11. \�R� —AI �E 2Joe6]O DRAINAGE PATTERNS 2 J PAVEMENT REPAIR TO BE DONE IN ACCORDANCE TMTNAN THE CITY'S STREET CUT aI sr ExisnNO e' WTE vu AreR srR c '11 cvM ] / . EnsmvO e'ca>E rALVE POLICY AND STANDARD CONSTRUCTDN a� e2 SPECIFlCATIONS AND DETAILS MAIIII � \ 8 WATER IN APPURTENANCE SHALL BE LJ I1„ 1 i1„ 1 a REMOVED AND SALVAGED IN ACCORDANCE HOLEN SIRE THE CITY OF FORT WORM STANDARD u 8921Jn J2 N 692r25425 u 592r2242s u 992rO6B 25 u H92r0.Se 25 Ex-za za cone e4Re*E6'FIc xm come xx-za corvca�-E c� wq ou CONSTRUCTION SPECIFICATIONS AND DETAILS EXlsnuG a ceETE wq rER n'R tY\ E es cTN.N > mlxeeA'rseees z co E2JOE53562 2J086]es oFt �El Ss vROdCT NO 9oW-I6M ® ry t A r c'x — •, r o 201D ---- -_ - •••6/261`026r[am F Y I EavSnNc s tPSC of > f S "dl III r _ p rFNFRAI llnl rY NOTES xzn wucu,N I I� IXoxR ALL EXISTING UTILITY DATA IS PROIADED FOR Y, OaEA E. iAn " INFORMATION ONLY. ALTHOUGH THIS DATA IS WEOGE00Y ADDITION �a9 055 va .Tee-sT, SHOWN AS ACCURATELY AS POSSIBLE, THE L O Paici &OCK r CONTRACTOR ISI CAUTIONED THAT NEIMER ]HE WSf. OWNER NOR THE ENGINEER ASSUME ANY `TS/ ® I O RESPONSIBILITY FOR THE ACCURACY OF MIS 11 ITSHALL E THE HCCESPN/Y OR/FYTESE LOCATIONS AND rvU0.WECx lR 'a1r o0 02 Z ELEVATIONS PRIOR TO CONSTRUCTION maccr .—NIT A T—T mm szw+ U CALL SEXAS Bit OR OTHER UTILITY LOCATING CRAVM er A ElxxiOia SCTWCES 48 HOURS PRIOR TO CONSTRUCTON wEcxEO ev A Tgttox ACTNTY. MMA INC IS NOT RESPONSIBLE FOR ISSUE Ca IO/9/202A KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON ORAWNGS. SNI/R/'F RFN(:HMARK FORTWM NCH BRASS DISC STAMPED "CITY OF T WORTH MONUMENT NO 8105" LOCATED IN CENTER OF 10' RECESSED INLET 1.0' BEHIND ME FACE OF CURB ON ME NORM CURB OF THE NORM CANE OF At TA MESA SL W. APPROXIMATELY 292' WEST OF ME WEST BURS LINE OF TRAIL LAKE DRIVE £LEV 839.597' NADB3 TXNC GRID N' 69190803J' 1 11 auxx 11 E 2306069 41' CESCaiv. SITE RF —ARK SHEET_ —lT BM fl - "X" CUT IN SQUARE ON A SIDEWALK LOCATED ON ME NORM SIDE OF ALTA MESA INLTERSECTONDOFPSRHULENOSTREET AND OF WEST ME DEMOLITION BOUND LANE OF SAID ALT MESA BLVD Al.} BENCHMARK IS APPROXIMATELY 8.13' NORTH OF PLAN ME BACK OF CURB AND 764' WEST OF A DRIVEWAY ENTRANCE ELEV —IS' NADB3 TXNC GRID —T N6xo 7-RI ' 920514.32' E 2308038 26' c-1-T 02o2J WWA, we REVIEWED By TIWARIR at 9:15 am, Sep 04, 2025 Sr A ' H� J+44 ]4 WL-; PUBLIC) STA 4+2643 N4-i (PUBLIC) I 95FNO INSTALLO 1-A' GATFNVAAI VF z + 1-A' X cavcREiE wAl i[R urvEII�i IRRIf,AAnnN2ERw-i (PUBLIC) W STA Z+52 Z3 W4-i PUBLIC) INSTALL 1 nNMFATFR t¢iI 1-8" X 6" REDUCER /x CONNECT TO EXISTING nrvc sr ra �� at-rF0ptN2302 STA 4+18. ]i WL-i PUBLIC /2�FE, STA B+302] FW-1 (PUBLIC) _ STA CONNECT TO WL-1 (PUBLIC) INSTALL. A O c��cnLErm0.♦v 5000-stb'a �infiZ 743 Wi `i _ WA e _S,tea CONNECT TO EXISBNG • ,]/ STA 4+2910 WL-i P IC) INSTALL W 8" WATER LINE i-A % 5 TFF / INSTALL. 1_8" X 8" TEE S r�y_ 7 INSTALEN V r STA 8+2065 FW-i 'NSBALI L) YYY i-H" X H" TEE FR MNNF!'T TO F TINf 8' GAT VALISE I' --I l 1 A" XAfi RF 1/!E` STA i+1Z34 WL-I (PUBLIC) -A' CA I ! -� _ SETA ]+OZ 35RWWA"IINF x INSTALL. H REVAm 666 'S INSTALL: w r nn� - JO x , 45' BEND - tylvcTh 1-B" GATE VAL 4E LEGEND. 2 U-111 WA- m® sr I5 - - - - 4 - - - - - - - - - - - - EXISTING WATER LINE " K-1 TM EXISTING WATER VALVE W �) nl _ EXISTING FIRE HYDRANT i• PROPOSED FIRE HYDRANT ex rza tout - 0orvc ex xa ry a xzq corvc rvc� carve wn 1Ett LIN1­4E c ASSEMBLY (INCLUDES ALL FITTINGS) tzw "wrvc Exz'c rvc w am co Atl STA I+f000 WL r (PUBLIC) WATER LGWERING x sorl 2 2 ExlSmnx� e'ORvc O uNE NSTALL. Ensnxc 2+" cnrvcRCTE wAiw LwE :' RFFFR i0 PROFIIF FFi z vaaacr,v M x ants PROPOSED GAT VALVE r A'.as Henn PcT rvo. Sow-rGv PROPOSED WATER LINE STA 7+75+77 FW-1 (PRIVATE) (1J CONTR4CTOR SHALL PITIED INSTALL CONTRACTOR SHALL FlRLO PROPOSED AA_ERNCE J w TRRIFY RXI G FLORLINK 1-6" DOUBLE CHECK _ YRRIFY EXISTTNG FLOIILNR PRIOR TO ANY CONSTRUCTION DETECTOR PRIVATE ASSEMBLY - - of PRTOR TO ANY CONSTRUCTON. O NOTFY RNGINRRR OF ANY PROPFRtt NOTIFY HNGLyRRR OF ANY Ey CONFLICTS. - CONFVLMS PROPOED WATER LINES ARE PUBLIC AND B" F•L� r xza wvcw aA sh �_ 4' UNLESS OTHERMSE NOTEDHIE �I w v Exisnxc 5 O REFER TO SHEET 3-4 FOR GENERAL NOTES. w !!!CAUTION.I!! FW-1 - REFER TO SHEET 16-17 FOR WATER DETAILS OVRRHEAD vV er�o�„wr i BtOGv: 10 5 - REFER TO FINAL PLAT FOR CENTERLINE RLRCTRIC LINES 0 STA Z+]5. ]Z FW-i (PUBLIC) R' TEraTORNSUALL MAINTAINFOSEPARARON END 6" PUBLIC FIRE LINE i[R Jlrpa- W ® �k BEGIN 6" PRI ATE FIRE LINE Z - BETWEEN WATER AID SEWER PER TCEO REFER TO DELARA CHASE O % REQUIREMENTS. x 0 REFER O BELAUCTIONTI H LOCATION AND REQUIRED FITTINGS FOR PDLYPIGS SHALL BE COORDINATED BETWEEN FOR l.'ONBNIIA 'Ze THE CONTRACTOR AND THE CITY INSPECTOR Zx CLEANOUT WYES MUST BE REMOVED OR TURNED UNDER PIPE r� STA 8+01 • 55^ NOTES: MINIMUM RADIUS OF CURVE AND MAXIMUM IIIIIII��� m m a DEFI£CTION ANGLE OF PIPE JOINTS IMLL BE L MA WATER IN APPURTENANCES SHALL BE RESTRICTED TO — OF MANUFACTURER'S FW-1 LOWERINGAFTER w REMOVED AND SALVAGED IN ACCORDANCE THE , AFTER WHICH THE USE OF 845 845 CITY OF FORT WORTH STANDARD HORIZBNTAL OR VERTICAL BENDS NLL BE - CONSTRUCTION SPECIFICATIONS AND DETAILS REQUIRED NO BENDING BE PIPE IS ALLOWED^�'e�• ^^me^' ��R^ 'LLE 2 12-INCH AND SMALLER WATER MAINS SHALL DCM-5.6.1 1" H BE DESIGNED FOR A MINIMUM COVER OF 48 8 ALL VERTICAL AND HORIZONTAL FITTINGS AND SUINCHES, MEASURED FROM THE TOPOF VALVES SHALL BE DESIGNED WITH RESTRAINT Ett JOINTS IN ADDITION TO CONCRETE THRUST RFACE (EXISTING AND FUTURE) TO THE TOP BLOCKING ANCHOR TEES OR ANCHOR OFCOUPLINGS SHOULD BE USED TO SECURE ALL840 840 BRANCH VALVES TO FITTINGS. DCM 5.6.3 6/26 025 4 fFNAC WATERLINE PVC PIPE SHOULD IN ACCORDANCE A1TH AWWA C900, OR-14 SEOF If S .� SPECIFICATION 33 iI 12 PART 2 B cP %n Z ALL EXISTING UTILITY DATA IS PROVIDED FOR aEA 4 E Tavtpt �— INFORMATION ONLY. ALTHOUGH THIS DATA IS An 835 835 SHOWN As ACCURATELY AS POSSIBLE, THE 0 124055 CONTRACTOR IS CAUTIONED THAT NEITHER THE W J iGl�' OWNER NOR TI ENGINEER ASSUME ANY //V(/ry/,"W,/i/,' RESPONSIBILITY FOR THE ACCURACY OF THIS V Zo h,� ii DATA IT SHALL BE THE CONTRACTOR'S z b RESPONSIBILITY TO VERIFY THESE LOCATIONS AND �, ELEVATIONS PRIOR TO CONSTRUCTION. Q _ 830 CALL TEXAS Bit OR OTHER UTILITY LOCATING SiA�+ MIN SERVICES 48 HOURS PRIOR TO CONSTRUCTION ExI O R ACTIVITY. MMA INC IS NOT RESPONSIBLE FOR ISSUE Da 10/9/2021 KNOWNG ALL EXISPNG UTILITIES OR DEPICTNG PVC DR-14 ® EXACT LOCATIONS BE UTILITIES ON ORAWNGS. BOOR S 11R/'F RFN(:HMARK 825 P; CITY / FORT TH MONIIMFN 05 - 3 INCH -- — 11 CONTRACTOR SHAM F1RLD BRASS DISC STAMPED 'CITY 0 T TER O PVC OR-I� ® YRRIFY RANY CO RUCTTR RECESSED NO 8105" LOCH IED IN CENTER OF B 2 59. 0' PRIOR TO ANY CO R OF ANY RECESSED INLET CURB BEHIND THE FACE OF CURB NOTIFY RNGINRRR OF ANY ON THE NORTH CURB R THE NORTH LANE T CONFLICTS. A(TA MESA BLVD. APPROXIMATELY 292' WEST OF E =all. oral Ype ve®O )OX THE WEST BURS LINE BE TRAIL LAKE DRIVE 820• M 820 £LEV 83S597' 2 � aqn¢ anOEx z c�c J NA083 TXNC RID om1 i0a00 PawcE BY NOTE N' 691908D 3Y a 1. REFER TO WATER LINE LOWERING E 2306069 41' yy 0 r DETAIL 0162, SHEET 14 SIIF RFNfHMARK Sn T can BM g1 - "X" CUT IN SQUARE ON A SIDEWALK LOCATED ON THE NORTH SIDE BE ALTA MESA 815 ¢ > ¢ 815 BL M LOCATED APPROXIMATELY 274' WEST OF THE s INTERSECTION OF S HULEN STREET AND WEST BOUND LANE OF SAID ALTA MESA BENCHMARK IS APPROXIMATELY 8. 1BLVD WATER PLAN '' NORTH OF THE BACK OF CURB AND 76,1' WEST OF A DRIVEWAY ENTRANCE 810 V� ti�v�` �u2 eL 810 AD 83T 68' Ti —T ELEV TXNC GRID ' 9TO514. ne 8+00 8+50 N612-R1 E T30803826' COPYRIGHT ®z0z5 WWq, INc