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Home My WebLink About062805-CO1 - Construction-Related - Contract - Ashton Dallas Residential, LLCDEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: CATTLEMANS CROSSING LIFT STATION & FORCE MAIN CHANGE CONTRACT: WATER, SEWER, PAVING, DRAINAGE, AND STREET LIGHT ORDER No: CFA# CFA24-0126 I CITY PARTICIPATION:I YES CITY PROJECT# 105377 CITY SECRETARY CONTRACT # 62805 1 FID # 30114-0200431-105377-E07685 X# X-28067 FILE # N/A INSPECTOR: Hector Montoya Phone No: 682-215-9539 PROJECT MANAGER: Sandip Adhikari Phone No 682-432-5559 CSC No. 62805-CO1 REVIEWED LBY Sandip Adhikari at 12:07 pm, Sep 08, 2026 CONTRACT UNIT WATER SEWER DRAINAGE PAVING STREET LIGHTS CONTRACT Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost DAYS ORIGINAL CONTRACT $0.00 $0.00 $996,166.94 $669,664.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 365 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 $0.00 $0.00 $996,166.94 $669,664.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 365 AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 $26,447.50 $5,837.20 $0.00 $0.00 $0.00 $0.00 $9.09 $0.00 14 REVISED CONTRACT AMOUNT $0.00 $0.00 $1,022,614.44 $675,501.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 379 TOTAL REVISED CONTRACT AMOUNT PER UNIT $0.00 $1,698,115.70 $0.00 $0.00 $0.00 REVISED COST SHARE Dev. Cost: $1,022,614.44 City Cost: $675,501.26 TOTAL REVISED CONTRACT $1,698,115.70 You are directed to make the following changes in the contract documents: UNIT 1A: SANITARY SEWER IMPROVMENTS FORCE MAIN) PAY ITEM # CITY BID ITEM QUANTITY UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL 0241.2013 1 14 LF 0241.2013 Remove 8" Sewer Line $ 55.00 $460.46 $309.54 $770.00 3301.0002 2 (4,585.00) LF 3301.0002 POST -CCTV Inspection $ 3.00 ($8,225.49) ($5,529.51) ($13,755.00) 3331.3401 9 0.11 TON 3331.3401 Ductile Iron Sewer Fittings $ 30,000.00 $1,973.40 $1,326.60 $3,300.00 3331.4205 13 5 LF 3331.4205 10" DIP Sewer Pipe $ 200.00 $598.00 $402.00 $1,000.00 3339.0001 16 6.78 VF 3339.0001 Epoxy Manhole Liner $ 500.00 $2,027.22 $1,362.78 $3,390.00 9999.0026 '25 6.78 VF 9999.0026 Prepare Manhole for Epoxy Manhole Liner $ 310.00 $2,101.80 $0.00 $2,101.80 0170.0101 '20 1 EA 0170.0101 Specified Remobilization $ 7,500.00 $4,485.00 $3,015.00 $7,500.00 3305.0112 '21 1 EA 3305.0112 Concrete Collar for Manhole $ 1,000.00 $598.00 $402.00 $1,000.00 9999.0027 26* 1 EA 9999.0027 Prepare site for Conc. Collar $ 1,700.00 $1,700.00 $0.00 $1,700.00 3339.1101 '22 1 EA 3339.1101 5' Manhole (airtight) $ 11,120.40 $6,650.00 $4,470.40 $11,120.40 9999.0028 •27 1 EA 9999.0028 Prepare site for 5' Manhole (airtight) $ 2,500.00 $2,500.00 $0.00 $2,500.00 3339.1103 '23 0.78 VF 3339.1103 5' Extra Depth Manhole $ 250.00 $116.61 $78.39 $195.00 9999.0025 '24 4,585 LF 9999.0025 Force Main Pressure Testing $ 2.50 $11,462.50 $0.00 $11,462.50 UNIT 1A: SANITARY SEWER IMPROVMENTS (FORCE MAIN) $26,447.50 $5,837.20 $32,284.70 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 1 Docusign Envelope ID: D403700E-C833-89B5-807C-65E47093B5E9 Asterisk (*) indicates New Pay Item REASONS FOR CHANGE ORDER 1.) The sanitary sewer section bid item, is for the force main improvements to reflect the excess in post-cctv inspection brought to our attention since the 147 LF of the 12" PVC Gravity Pipe is the only pipe needing the inspection & cleaning. No plan revisions are required with this change order. 2.)A new 5' manhole has been proposed 10' away from existing manhole as well as a residesign in the sewer. Manhole will connect to an existing Sanitary Sewer Gravity Main. This change includes the necessary labor, materials, preparation to install, and fittings required to complete the revised connection. See page 7 of construction plan for revision. RECOMMENDED: Shield Engineering Group Ashton Dallas Residential L.L.C. Willco Underground ro..�ea�er oeuagwaer: By: '" By: By: Ii11.Idcac . 1 tsu 5 Name: Landon G. Geary Name: Daniel Satsky Name: Michael D. Osmus Title: Project Manager Title: VP- Land Acquisition & Development Title: APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: By: CFW - Funding Department ✓•P!' 09/14/2026 CFW - Assistant City Manager By: _. 09/16/2026 CFW - Assistant City Attorney By: Name: Suby Varughese Name: Jesica McEachern Name: Jessika Williams Title: Engineering Manager Title: Assistant City Manager Title: Assistant City Attorney 09/15/2026 RECOMMENDED: CFW - *Contract Compliance Manager ATTEST ��,eo�s * Contract Compliance Manager (Project Manager): " 09/0612026 " - -u 09/1712026 By signing I acknowledge that I am the person responsible By: "' By: for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. Name: Sandie Adhikari Name: Jannette S. Goodall Title: City Secretary Title: Sr. Professional Engineer M&C Number: N/A M&C Date Approved: N/A ❑There are NO City Funds associated with this Contract ID There are City Funds associated with this Contract REVIEWED By Sandip Adhikari at 12:07 pm, Sep 08, 2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 2 SANITARY SEWER SHEET KEY NTS LEGEND NOTES: PR OP SANITARY SEWER LINE EXIST WATER LINE 1) ALL SANITARY SEWER LINES SHALL BE PVS DRI4, CLASS 305 PIPE UNLESS OTHERWISE NOTED ON THE PLANS. ALL SEWER UNES ARE B" UNLESS DETAILED OTHERWISE. SEWER STUDY H: 2) THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES ON THE DRAWING WERE DERIVED FROM AVAILABLE RECORDS AND SHALL BE CONSIDERED AS APPROXIMATE. WSS-2021-1394 PROP SANITARY SEWER MANHOLE • EXIST GATE VALVE A'A Dl CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS AS WELL AS HORIZONTALAND VERTICAL PLACEMENT. 4) CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF ANY DISCREPANCIES. EXIST SANITARY SEWER LINE ;s EXIST FIRE HYDRANT y.— — 5) ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVESO AL BE DESIGNED WITH RETRAINED JOINTS IN ADDITION TO CONCRETE THRUSTS OAK 65 ANCHOR TEES OR EX SANITARY SEWER LINE ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. TABLE 5-2 INCLUDES THE MINIMUM LENGTHS OF PIPE TO BE RETRAINED FOR B -INCH EXIST SANITARY SEWER MANHOLE O— PROP GATE VALVE M (BY OTHERS) AND 12 -INCH PVC SEWER MAINS. DCM-5.6.1 B) RADIUS OF CURVATURE JO DEFLECTION- MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION ANGLE OF PIPE JOINTS WILL BE RESTRICTED TO 10% OF MANUFACTURER'S RECOMMENDATION, AFTER WHICH THE USE OF HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO BENDING OF PIPE ALLOWED. OCM-S R I 7) ODOR CONTROL UNIT SHALL BE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY(ROW) AND OUTSIDE OF ALL PAVEMENT UNITS. REFER TO PLAN SYMBOL AND CALLOUT FOR 'CONTRACTOR IS RESPONSIBLE TO APPROXIMATE LOCATION. COORDINATION WITH COFW S PLAN SS FM -I A l,)S.20 OPERATIONS DEPARTMENT PRIOR TO \ ENO 80 1-_'ILEE (ATLLEMAN'S(RUSSINCi 'IASE H REGIONAL LIFT STATION END CONSTRUCTION WORK s\'STE CASING 1111E_7 CAUTION XVIT. PROTECTO S FM 1 STA 1 89 SS FM 1 STA 2 5000 EXISTING UTILITIES A COATING IN TALL. INSTA OSFM ST ],39.16 THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING INS (ILL' 0000 HORZB ND 1-10 ATEVALVE&B X INSTALL: LOCATING ALL UNDERGROUND UTILITIES PRIOR TO HOR2BENp=45°0'0° N. 033089.20 053065.20 N703113].11 -' HE BEND 0°42'40" CONSTRUCTION. ALL INFORMATION SHOWN IN THERE N ]033 5.18 E E 230 89922 N ]03352].1 PLANS IS BASED ON BEST AVAILABLE REFERENCE E 23028&185 DOCUMENTS. DATA PROVIDED BV UTILITY OWNERS,& _ E 2303194.4 PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. 15' X 25' 0°C900 DR-25PVCSSFM THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION. CEIVING PIT - WARNING!II - - - - - - _ -- 15 S S.E. BY SEPARATE INS-- - - - --_ EXISTING GAS g SEPARATE INST. 30 PIPELINE EASEMENT 20 PIPELINE EASEMENT INST. SO. D208131709 INST. NO. O.P.R.T.C.T. 0.17M O.P.RC.T. .T.C.T. SS FM STA 0-30.4] I00 OW -1 BEGIN20"STEEL CASIN SSFM-1 STA0+15.19 FORT WORTH AND - - - WITH TO 491 COATING INSTALL: , 11°W'00'HORZ BEND DENVER R.R. COMPANY 9A1 N 7032987 b3 N7032978:81 (100 RIGHT—OF—WAY) aas 1 EX 21" GRAVITY SS (DESIGN BY BURGES BATES ASTON ROAD (40' RIGHT—OF—WAY) &NIPLE INC.) r, CPN 105385 X-27fifi1 .__ .... .�..... - -- - 40 ROW Ste.. - SS FM -1 STA-0,0350 .. - f� 211N GRAVITY-MAIMBFA 27+372₹ -� -- - X 12°SSFM - - - - -I BURGES300 15 X LAUNCHING MH WITH CONCRETE COLLARS (DESIGN BY WITH CONCRETECOLLARS 02 URN 104300 X-27681 PIT PER 330517, HYDRAULIC BURGES & NIPLE INC.) SLIDE, &EPDXY MIT LINER CPN: 104385, X-27661 N703295 ` E23029954x SS FM -I wEXI BATESrFORTWORTH&DE VET O'PIPELIN PFILESCALE: AST NROADCOMPANY(10O.O.W.) ROWIINSTNO. EASEMEN HORZ1"=40(4 VERT. 1'=4q� �I �Wy _ all F l"aa Fm l ii: Z 855 U .855 asB Bse \ — EXISTGR UND 845 I 15' X 25' 845 RECEIVIN PIT 30,3.3' 5 14 LF 10"P 1 LF1o" rY j 145LF 20 @ GDR -25010% STEEL CA NR U. 9% 9 LF 10" CV I, 05-25 PVC 0.10% 940 10"DI 840 LF1 "PV 85LF 10" C900, DR -2 PVC@0.10% 40 LF @0.10' 100 LF 10" DI W PRTOTECTIVE ARRIER PIPE C ATING@0.10% 835 15' X LAUNCHING 0' I IT I,U) PROTECTIV LF 10" 835 5 LFF 10" VC 84F10"PVC )PRO ECTIVE OATIN @0.10% Cc S FM- @ .10% u'i B e � m $ 'I 8+, 830 TPIPE ELEVATION $ $ REVISIONS DESCRIPTION fElEN . a • s lIaSM!P00 I , SHIELD ENGINEERING GROUP iBIB NBM 4F11 W9 iBIU FIRM a10,9BB90 0 40 BO 120 GRAPHIC SCALE IN FEET REVIEWED BySaaclpAdMFaNal4:54pm,Au9 03,2010 OS 106 59. CORNER OF P101 REM CREEK TRZJL NM9s5s COO ED SOLOS BLUE OAIUEMOUTCCBOI COPED EA LATHE TOFF 00 01 MFrz,FI.EAs610tH OFF OCR ORUOR 01000 EASTUORFTwN USA ABLVD Env. ,8869 U CR01000 PT 910 CKKH100RRME0M MARCRAILROAD AND 501 FR Ua O0 °,a1o�m NORTH THE 6101 SN ITaNOF US HIGHWAY 1, ABUA NOOB F cAsre T LI- ELEL ROOM 0L. Z 0 CRY PMOJECTH 156977 ig0P000RTAR-4Z FILEMX-22067 I�— CITY OF FORT WORTH, TEXAS LL WATER DEPARTMENT Z CATTLEMANS CROSSING 0 LIFT STATION & FORCE MAIN 0 Cl) SANITARY SEWER FORCE MAIN 7OF 17 PLAN & PROFILE FM -1 DESIGNED: LM SCALE: (GATE: BRAWN: MAR 1'=40' AUG 2520 FORT WORTH® City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Ashton Dallas Residential L.L.C. Subject of the Agreement: Cattleman's Crossing Force Main & LiftStation - Change Order 1 Field constraints lead to plan revisions. Plan revision triggered project cost adjustments. Change order is prepared to adjust this cost. M&C Approved by the Council? * Yes ❑ No If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes 8 No ❑ 62805 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 9 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 2/17/2025 If different from the approval date. Expiration Date: 2/16/2027 If applicable. Is a 1295 Form required? * Yes ❑ No 0 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 105377 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No 0 Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.