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Home My WebLink About062869-CO1 - Construction-Related - Contract - mma, Inc., Delara Chase, LLC, and Rumsey Construction, Inc.CSC No. 62869-COl DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: Delara Chase Multifamily CHANGE CONTRACT: Water and Paving ORDER No: CFA # 24-0140 CITY PARTICIPATION: YES CITY PROJECT # 105763 CITY SECRETARY CONTRACT # 162869 FID # 30114-0200431-105763-EO7685 X # 128326 FILE # I K-3318 INSPECTOR: PROJECT MANAGER: Samuel Quinones Scott Phone No: (682)225-9106 Ram Tiwari Phone No: (817)392-2237 CONTRACT UNIT WORKING DAYS WATER SEWER DRAINAGE PAVING STREET LIGHTS Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost ORIGINAL CONTRACT $120,208.50 $137,641.60 $0.00 $0.00 $0.00 $0.00 $21,132.00 $240,426.00 $0.00 $0.00 120 EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 CONTRACT TO DATE $120,208.50 $137,641.60 $0.00 $0.00 $0.00 $0.00 $21,132.00 $240,426.00 $0.00 $0.00 120 AMOUNT OF PROP. CHANGE ORDER $3,077.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 REVISED CONTRACT AMOUNT $123,286.50 $137,641.60 $0.00 $0.00 $0.00 $0.00 $21,132.00 $240,426.00 $0.00 $0.00 120 TOTAL REVISED CONTRACT AMOUNT PER UNIT $260,827.00 $0.00 $0.00 $261,558.00 $0.00 REVISED COST SHARE Dev. Cost: $144,417.50 City Cost: $377,967.50 TOTAL REVISED CONTRACT $522,385.00 Revised: 12-17-2018 REVIEWED By TIWARIR at 2:46 pm, May 15, 2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 You are directed to make the following changes in the contract documents: UNIT I: WATER IMPROVEMENTS PAY ITEM # CITY BID ITEM # I QUANTITY CFW Unit UNIT ITEM DESCRIPTION Price =UNITPRICE Developer I Cost I City Cost TOTAL `14 3312.2003 1 1.00 EA t" Water Service $3077.001 $3,077.00 1 $0.00 1 $3,077.00 TOTAL UNIT I: WATER IMPROVEMENTS 3.077.00 $0.00 $3,077.00 Asterisk (*) indicates New Pay Item REVIEWED By T/WAR/R at 2:46 pm, May 15, 2025 Revised: 12-17-2018 Page 2 Title: Sr. Professional Engineer M&C Number: M&C Date Approved: Revised: 12-17-2018 REASONS FOR CHANGE ORDER RECOMMENDED: mma, inch'), Name: Andrea Taylor, PE Title: Principal APPROVAL RECOMMENDED: CFW- Water Department By: Name: Suby Varughese Title Engineering Manager RECOMMENDED: Add irrigation service. 5/9/25 APPROVED: Delara Chase. Lft Name: Abigail Penner Title: Managinq Member Date: 5/13/2025 APPROVED: CFW - Assistant City Manager Date: 05/16/2025 Bv: (`?— Date: 05/27/2025 CFW - "Contract Compliance Manager By: Date: Date: 05/15/2025 Name: Ram Tiwari Name: Jannette S. Goodall �a� FORr��4a Title: City Secretary v°Fe °o�.tp Ov` o osd pPP'F ° d� a �'EXA5o4p nnn00000. Name: Jesica MCEacherm Title: Assistant City Manager ATTEST 05/27/2025 Date: APPROVED: Rumsey C str do B: Name: Gary Wells Title CEO Date: APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney -By: ,n.,,W«n.,Mars.zo=,o,3s�o., oat 05/19/2025 Name: Richard McCracken Senior Assistant City Attorney Title: Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, and ensuring all performance and reporting requirements. ❑There are NO City Funds associated with this Contract There are City Funds associated with this Contract REVIEWED By TIWARIR at 2:47 pm, May 15, 2025 OFFICIAL RECORD Page s CITY SECRETARY FT. WORTH, TX wnlz waTCR RFaccr Naaros-rwoo-xTez 11 cr uo. mr-laoaa-zl srA 1+Do.DD xL-1 (Pueuc) INSTALL: I coNNECT To Exlsnnlc H" WATER LINE ic.ax3 WAIm vBaccT NaZ JNcavCRE2xwA TLF uN8 I II I w._s,sz I A 4 (PUBLIC) TA 8+23.W-1 (PUBLIC) S8+23. J9 F Io INSTALL: 1-8" X 6" TEE !!!CAUTION.R! Pam. II(f Fiiw-, O E—b-71 � STA 8+01.55 FW-1 LOWERING P. ,. • -0, 10111510�r ■■II.I•IIYI■ . C� �1• C+UU M+60 maim. 1-S- DOUBLE CHECK DETECTOR ASSEMBLY T PRIVATE PROPERTY ICI STA ]+]S. JJ FW-i (PUBLIC) END 6" PUBLIC FIR LINE CONTRACTOR SAA/t FIG/.D VRRTFY RATSTING FLOAf.TNR PRIOR TO ANY CONSTRUCTfON. NOTIFY RNGA'RITR OF ANY CONFLICTS. OR-14 O wa TCF vaaccr NaN r e-rrsaas-sxas � �/I STA ]+0521 WL-I (ER PUBLIC) W CONNECT TO TER LING WA L 8" NE ,p C I T[n ST I EXISTING WATER LINE sTaz EXISTING WATER VALVE W J EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT .x3 NA rz x3 ASSEMBLY (INCLUDES ALL FITTINGS) nxc c waTUI LING PROPOSED DATE VALUE —M PROPOSED WATER LINE I PROPOSED WATER SERNC£ A�I IOI _ �I waTrn PFaxc Na os ls�c o-srez w NOTES I I 5{5{ I 1. PROPOSED WATER TINES ARE PUBLIC AND a" UNLESS OTIEEETS NOTED. 9 1 I I Q 2 REFER TO MEETS FOR GENERAL NOTES I I it 3. REFER TO SHEET 18-1] FOR WATER DETAILS. 4. REFER TO FINAL PLAT FOR CENTERLINE azxK I x GEOMEIRY AND EASEMENT INFORMATION. I I 5. CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN WATER AND SEWER PER — I O ° REQUIREMENTS LOCATION AND REQUIRED FITTINGS FOR H I I C Z ti POLYPIGS SHALL BE COORDINATED BETWEEN THE CONTRACTOR AND THE CITY INSPECTOR. CLEANDUT W MUST BE REMOVED OR I U TURNED UNDER PIPE. — NoiEs. ]. MINIMUM RADIUS OF CURVE AND MAXIMUM �� mI mla DEFLECTION ANGLE OF PIPE JOINTS WILL BE I. WATER MAIN APPURTENANCES SHALL BE RESTRICTED TO — OF MANUFACTURER'S REMOVED AND SALVAGED IN ACCORDANCE THE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONS AND DETAILS. RECOMMENDATION, AFTER WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING OF PIPE IS ALLOWED. rwFr rgmaea rgWrbrbs ��r�rr �8.:._8Iy w� INS 2. 12-INCH AND SMALLER WATER MASHALL BE DESIGNED FOR A MINIMUM COVER OF 4H OCM-REI 8. ALL VERTICAL AND HORIZONTAL FITTINGS AND .r .e„ ............ INCHES. MEASURED FROM THE TOP OF VALVES SHALL BE DESIGNED W11H RESTRAINT JOINTS IN ABLHIGI TO CONCRETE THRUSTT.- T-♦ -I� SURFACE (EXISTING AND FUTURE) OF PIPE TO THE TOP BLOCKING. ANCHOR TEES OR ANCHOR ....... I........ COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS DCM SR3 9. ALL WATERLINE PVC PIPE SHOULD BE IN 5/B 025 ACCORDANCE MM AWWA C900, DR-14 OF SPECIFICATION 33 11 12 PART 2 B. GENERAL UTL/r ALL EXISTNG URLITY DATA IS III— FOR INFORMATION ONLY ALTHOUGH PIGS DATA IS R TAtt SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS 'Rv DATA. IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO ✓ERIFY THESE LOCH TONS AND3811-02 £LEVATONS PRIOR TO CBNS""CTION. attoFR TN CALL TEXAS 811 OR OTHER UTILITY LOCAC SERNCES 4H HOURS PRIOR TO CONSTRUCTION ACTNTY. MMA INC. IS NOT RESPONSIBLE FOR Ia/5/2o24 KNOKING ALL EXISTNG UTLITIES OR D£PGCTNG EXACT LOCATIONS BE UTILITIES ON DRAINNGS. CITY OF FORT WORTH MONUMENT NH HIS - 3 INCH BRASS DISC STAMPED "CITY OF FORT WORM MONUMENT NO. H105" LOCATED IN CENTER OF 10' RECESSED INLET I.0' BEHIND THE FACE OF CURB ON TIE NOROI CURB OF TIE NORM LANE OF ALTA MESA BL VD, APPROXIMATELY 292' WEST OF THE WESr BURB LINE OF TRAIL LAKE DRIVE. ELEV.' 839.597' NADB3 TXNC GRID N: 6919080.37' a/2o/z isNicnnon Tr couTLNT. E: 2306069.41' SITE BENCHMARK: BM &1 - "X" CUT IN SQUARE ON A SIDEWALK LOCATED ON THE NORTH SIDE OF ALTA MESA BL VD LOCATED APPROXIMATELY 2]4' —IT OF THE INTERSECTOIT OF S. HULEN STREET AND WEST BOUND LANE OF SAID ALTA MESA BLVO. �{ WATER PLAN �T.i REVIEWED BENCHMARK IS APPROXIMATELY 8.13' NORM OF By TIWARIR at 2:47 pm, May 15, 2025 ME BACK OF CURB AND 764' WEST BE A DRIVEWAY ENTRANCE. EL- B-68' 1[r NADB3 BINDGRID 6.1114.12' E 2308038.26' f] no:1 Z-RI T ® LL