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059397-AR1 - Construction-Related - Contract - McCarthy Building Companies, Inc.
FORT WORTH. City of Fort Worth CSC No. 59397-AR1 CMAR Construction Allowance Request Project Name IRay White Road Widening Improvements Project #(s) 103270 Ray White Road widening from 2 lanes to 4 lanes divided roadway between Mirage Drive Description and the Big Bear Creek Bridge and modifications to the roundabout at Wyndrook Street Contractor McCarthy Building Companies, Inc. City PM Alejandra Ayala City Inspector Charles Hayes City Sec #159397 Date 6/3/2026 Owners Allowance Request #� NO. ITEM DESCRIPTION UNIT QTy UNIT PRICE Original GMP Cost Previous GMP Invoiced Total Water Line Lowerings added for mains Sewer Line Extension Pinellas RCP Addition El due to Electric Lines Scope Gaps coveretl in GMP - Interim ROW fence Local Irrigation Lines Altering Phyeiral Limits of Project driveways, mainline lanes, grading withinneighborhootl ROW for draimane a W W hole Alternate Phasing at Rountlabout mitigating utility Impacts open by start off school year Electrical Changes, additional light poles, retaining wall around tated signal Upddated box size complying with new standards Revised GMP Invoicetl Total 0000 General Works LS 1 $113,284.00 $113,284.00 $113,284.00 $113,284.00 0001 WC#1 Earthwork & Demo LS 1 $3,187,229.00 $3,187,229.00 $3,187,229.00 $ 15,062.14 $3,202,291.14 0002 WC#2 Concrete Paving LS 1 $4.936,642.00 $4,936,642.00 $4,936,642.00 $ 39,364.19 $ 83,584.76 $5,059,590.95 0003 WC#3Storm Sewer LS 1 $3,331,621.00 $3,331,621.00 $3,331,621.00 $ 118,975.00 $ 3,965.45 $3,454,561.45 0004 WC#4 Sanitary Sewer LS 1 $412,412.00 $412,412.00 $412,412.00 $ 24,331.00 $ 12,200.00 $448,943.00 0005 WC#5 Electrical LS 1 $1,529,394.00 $1,529,394.00 $1,529,394.00 $ 27,736.00 $1,557,130.00 0006 WC#6 Landscaping LS 1 $ 203,909.00 $203,909.00 $203,909.00 $203,909.00 0007 WC#7 Tratfic Control LS 1 $ 370,677.00 $370,677.00 $370,677.00 $370,677.00 0008 WC#8 Flatwork LS 1 $ 956,791.00 $956,791.00 $956,791.00 $956,791.00 0100 General Conditions LS 1 $2,876,296.00 $2,876,296.00 $2,876,296.00 $2,876,296.00 0101 Bonds - Subs,P&P LS 1 $221,917.00 $221,917.00 $221,917.00 $ 923.89 $ 188.94 $ 30.79 $ 116.96 $ 400.42 $ 649.07 $ 215.38 $224,442.45 0102 Insurance LS 1 $398,073.00 $398,073.00 $398,073.00 $ 2,414.00 $ 493.68 $ 80.46 $ 305.61 $ 1,046.24 $ 1,695.93 $ 562.76 $404,671.68 0200 CMAR Fee6.25% LS 1 $1,149,159.00 $1,149,159.00 $1,149,159.00 $ 7,435.94 $ 1,520.69 $ 247.84 $ 941.38 $ 3,286.54 $ 5,224.05 $ 1,782.13 $1,169,597.57 0300 CMAR Contingency LS 1 $984,370.00 $984,370.00 $984,370.00 $984,370.00 $0.00 0400 Owners Allowance LS 1 $480,001.00 $480,001.00 $480,001.00 $ 129,748.83 $ 26,534.31 $ 4,324.54 $ 16,426.09 $ 56,297.39 $ 91,153.81 $ 31 $125,219.76 Grant Total $21,151,775.00 $21,151,775.00 $ $ $ $21,151,T75.00 Contract Time 684 Additional Days Requested Revised Contract Time 684 JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Furnish all labor and material as per attached proposed Construction Allowance Request (with R #1 is to compensate McCarthy Building Companies, Inc. for utility adjustments required during construction. These changes include the lowering of a water line near Pinellas, eumack, the Hillside Church and Mirage Dr. As well as a sewer line extension, duct work for added electrical lines at Pinellas and irrigation adjustments at various locations. The allowed changes to the traffic control plan at the roundabout for the purpose of expediting the work which required additional temporary asphalt. The contractor also replaced itional concrete panels at the southern end of the project for the purpose of matching the existing expansion/contraction joints. The total amount deducted from the Owners wance (No. 0400) to fund the work is $354,781.24, the remaining balance is $125,219.76. It is understood and agreed that the acceptance of this Construction Allowance Request by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Construction Allowance Request. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Name Contractor's Name: John Rh Contractor Slane Date McCarthy Building Companies, Inc. John T. Rhoda �T Rko1a 06/18/2026 John 7. Fhoda IJun 18, 2026 12:34:07 MDT " s ctor: Charles Hayes Date I Project Manager -Alejandra Ayala ) Manager IDate 06/26/2026 - 06/17/2026 , �cr 07/10/2026 ate 07/09/2026 Douglas Black (Jul 9, 2026 10:04:40 CDT) Douglas Black, Assistant City Attomey Date 4,dgUDUnnn ATTEST: �; Cpdd p�0 o.ld Pv0 0 07/13/2026 podao Jannette Goodall, City Secretary Date aa4Z, %EXASa�� a �naaaoo OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CMAR Construction Allowance Request Page 1 of 1 M CAR 1 ! 3400 N Central Expressway, Ste 500, Richardson, Tx 75080 972-991-5500 1 mccarthy.cam April 111, 2025 City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Allowance Draw Request for Waterline Conflicts at Pinellas and Schuemack Ray White Rd CPN 103270 Dear Mrs. Ayala, Regarding the 2 waterlines found to be in conflict at Pinellas and Schuemack respectively, please find attached quotation and request for use of allowance. Based on our original GMP proposal dated 10/3/2024, a line items was shown in the owner allowance category for unforeseen utilities and utility relocation impacts. Based on Klutz's quotation, the added scope would increase the cost of work by $50,325.00, plus CMAR fee and bonding, would increase the total cost of this allowance draw request to $53,861.11. If this request is approved, the City's remaining allowance for the project would equal $426,138.89. If acceptable, McCarthy will issue a change order to Klutz Construction for the price of these two waterline lowerings immediately in order to minimize as much schedule impact as possible. Several waterlines and electrical utilities having been cleared during preconstruction and been found to be in conflict upon commencement of construction. Expanding the scope of utility investigation may be warranted, as agreed by Burns & McDonnell. In order to comply with the standard construction specification documents for CMAR project, Article 11, section 2, Subsection C, item 3, please provide advanced authorization to proceed in writing prior to this work commencing. Sincerely, Digitally signed by John Rhoda DN: C=US, John Rhoda E=jtrhoda@mccarthy.com, O="<cCarthy", CN=John Rhoda Date: 2025.04.01 16:20:02-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company CoFVV's Total Allowances Available Item Cost of Work Fee P&P Bond Total 6.25% 0.78% CoFWsAllowances $ 446,272.60 $ 30,000.00 $ 3,727.40 $ 480,000.00 Allowance Spend Item Cost of Work Fee P&P Bond Total 6.25% 0.78% 2025.April.01- Waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.01- Waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 Total Allowance Draw Request S 50.325.00 S 3,1^5,31 S 390.79 S 53,861.11 Remaining $ — 396,196.06 $ 26,633.68 $ 3,309.15 $ 426,138.89 Other Potential Remaining Item Cost of Work Fee P&P Bond Total 6.25% 0.78% (Potential) Unforeseen Utilities $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Utility Relocation Impacts (Remaining after Pinellas & Scheumack) $ 182,357.11 $ 12,258.68 $ 1,523.10 $ 196,138.89 (Potential) Change Seed to Sod (in Median) $ 55,784.07 $ 3,750.00 $ 465.93 $ 60,000.00 Potential) Sanitary Sewer Septic $ 18,594.69 $ 1,250.00 $ 155.31 $ 20,000.00 (Potential) Residential Fence $ 21,448.46 $ 1,441.84 $ 179.14 $ 23,069.45 (Potential) Irrigation $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 A McCarthy Holdings, Ine. company KUTTZ CONSTRUCTION, L.L.C. P.O. BOX 185 KENNE-) LE, TES 7-61} 6 O office (817) -561-5591 ENL-kM:C'hirl e,a ldutzcoustructiou.com NC:TRC:A & IllO,T CERTIFIED D.B.E. NC:TRCA & T-)MOT CERTIFIED D.B.E. RAY WHITE ROAD CPN103270 PAVING, INLETS, MISC - FORT WORTH_ TEXAS CHANGE ORDER 1 BID: THURSDAY, OCTOBER 3, 2024 2:00 PM MARCH 31, 2025 ITEM I DESCRIPTION I UNIT jQUAN-nTYj BID I TOTAL CHANGE ORDER SEWER MANHOLE AND WATERLINE LOWERINGS 1 CONNECT TO EXIST WATER EA 4.00 5500.00 22000.00 2 8" DJRON WATER LF 80.00 220.00 17600-00 3 IMPORT EMBED/BAC KFILL, C:LSM �, Y 10.00 250.00 2500.00 4 D_I. FITTINGS TON 0.25 14500.00 3625.00 5 8" GATE VALVE (IF NEEDED) EA 2.00 2300.001 4600.00 TOTAL BID 50325.00 4»AF-34ZCal I�: 1 ADD 5 CALENDAR DAYS TO KLUTZ PROJECT TIME.. 2 8" WATERLINE TO BE LOWERED TO A hr,'lIN Z BELC)W PROPOSED STORM DRAIN- 3 C:LSM BETWEEN TOP OF WATERLINE AND BOTTOM OF PROPOSED STORM DRAIN EMBEDMENT 4 GATE VALVES PRICED IF NEEDED. 5 WATER LINE LOWEREINGS ARE FOP PINELL.AS AND SHUI'v°1AC K THIS IS TO GCS UNDER THE 6 PROPOSED BOX CULVERT- 7 APPROVAL NEEDED ASAP.. WATERLINE NEEDS TO BE MOVED AT PINELLAS THIS WEEK A McCarthy Holdings, tnc. company M CAR 1 ! 3400 N Central Expressway, Ste 500, Richardson, Tx 75080 972-991-5500 1 mccarthy.cam May 151h, 2025 City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Allowance Draw Request for Waterline Conflict at Mirage Dr. — Revision 1 Ray White Rd CPN 103270 Dear Mrs. Ayala, Regarding the waterline found to be in conflict at Mirage Dr, please find attached quotation and request for use of allowance. Based on our original GMP proposal dated 10/3/2024, a line item was shown in the owner allowance category for unforeseen utilities and utility relocation impacts. Based on Klutz's quotation, the added scope would increase the cost of work by $28,695.00, plus CMAR fee and bonding, would increase the total cost of this allowance draw request to $30,711.27. If this request is approved, the City's remaining allowance for the project would equal $302,996.60 (assuming sewer line extension presented 4/10/2025 for $26,040.63 is also approved). If acceptable, McCarthy will issue a change order to Klutz Construction for the price of this waterline lowering immediately in order to minimize as much schedule impact as possible. This waterline lowering is unique compared to previous waterline lowers as this current line has a steel or iron casing, adding cost to cut the existing casing. Along with the added 10 days of duration requested for 3 previous waterline lowerings, this waterline lowering will also require additional time as the added scope will hinder critical path resources. Klutz construction had estimated a 5 day duration. In order to comply with the standard construction specification documents for CMAR project, Article 11, section 2, Subsection C, item 3, please provide advanced authorization to proceed in writing prior to this work commencing. Sincerely, Digitally signed by John Rhoda John RhodaDN C=US E=jtrhoda@ m ccarth y. corn, 0="<cCarthy", CN=John Rhoda Date: 2025.05.15 13:35:25-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company CoFW's Total Allowances Available Item Cost of Work Fee P&P Bond Total 6.25% 0.78% CoFW's Allowances $ 446,272.60 $ 30,000.00 $ 3,727.40 $ 480,000.00 Allowance Spend Item Cost of Work Fee P&P Bond Total 6.25% 0.78% 2025.Aprit.01 - Waterline Lowering at Pinellas 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.01 - Waterline Lowering at Scheumack 25,162.50 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.10 - Sewerline Extension $ 24,331.00 1,520.69 $ 188.94 $ 26,040.63 2025.Aprit.22 - Waterline Lowering at Hillside Church 39,955.00 2,497.19 $ 310.27 $ 42,762.46 2025.May.13 - Waterline Lowering at Mirage 28,695.00 $ 1,793.44 $ 222.83 $ 30,711.27 Total Allowance Draw Requests to Date $ 143,306,00 $ 7.16119 $ 890-00 $ 122,664.19 my- Remaining i $ 302,966.60 1 $ 22,036.81 1$ 2,837.40 1 $ 357,335.81 I Other Potential Remaining Item Cost of Work Fee P&PBond Total 6.25% 0.78% (Potential) Unforeseen Utilities $ 46,496.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Utility Relocation Impacts (Remaining after Pinellas, Scheumack, hillside & sewer extension) $ 118,388.50 $ 7,958.49 $ 988.82 $ 127,335.81 (Potential) Change Seed to Sod (in Median) 55,784.07 3,750.00 $ 465.93 $ 60,000.00 Potential) Sanitary Sewer Septic 18,594.69 1,250.00 $ 155.31 $ 20,000.00 (Potential) Residential Fence 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Irrigation 46,496.73 $ 3,125.00 $ 388.27 $ 50,000.00 A McCarthy Holdings, fne.company KLUTZ CONSTRUCTION, L.L.C. P.O. BOX 185 ICENNED-A-LE. TE'-%--A.S 76060 offlee (817) 561-5591 E-,NLAIL-C'hai'lie(ruldutzcoiListi'uctioii.coiiLi NCTRCA & TXDOT CERTIFIED D.B.E. I`~CIRCA & TXDOT CERTIFIED D.B.E. RAY WHITE ROAD PAVING, INLETS. NIISC. FORT WORTH, TEXAS BID: THURSDAY, OCTOBER 3, 2024 2:00 PM CHANGE ORDER 5 MAY 6, 2025 ITEM I DESCRIPTION 1 UNIT 1QUANTITY 1 BID I TOTAL - CHANGE ORDER 5 12" WATERLINE LOWERING 1 CONNECT TO E)(IST WATER EA 2.00 5500.00 11000-00 2 12 " D-IRON WATER LF 40-00 280.00 1120000 3 IMPORT EMBEDIBACKFILL, CLSM CY 8-00 260.00 200().00 4 D.I. FITTNGS TON 0-31 14600.00 4495.00 -rr-11AN111- 5?00-.0- 1-0 00150' Omit (-,,qtp Valve npr CnFW Wqtpr. who r.An TOTAL BID afi-sar n-ft-1 SPECIAL NOTES adequately isolate line with existing valves $28,695 1 ADD 5 CALENDAR DAYS TO KLUTZ PROJECT TIME- 2 THIS IS FOR THE 12" WATERLINE LOWERING THAT IS IN CONFLICT WITH THE PROPOSED 30" STORM DRAIN NEAR STA 10+50 ON SHEET 197. 3 APPROVAL NEEDED BEFORE WORK CAN START - A McCarthy Holdings, fne.company M CAR 1 ! 3400 N Central Expressway, Ste 500, Richardson, Tx 7508O 972-991-5500 1 mccarthy.com April 22nd, 2025 City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Allowance Draw Request for Waterline Conflict at Hillside Church Ray White Rd CPN 103270 Dear Mrs. Ayala, Regarding the waterline found to be in conflict at the north edge of the Hillside church property, please find attached quotation and request for use of allowance. Based on our original GMP proposal dated 10/3/2024, a line items was shown in the owner allowance category for unforeseen utilities and utility relocation impacts. Based on Klutz's quotation, the added scope would increase the cost of work by $39,955, plus CMAR fee and bonding, would increase the total cost of this allowance draw request to $42,762.46. If this request is approved, the City's remaining allowance for the project would equal $357,335.81 (assuming sewer line extension presented 4/10/2025 for $26,040.63 is also approved). If acceptable, McCarthy will issue a change order to Klutz Construction for the price of this waterline lowering immediately in order to minimize as much schedule impact as possible. This waterline lowering is unique compared to previous waterline lowers as this current line has a steel or iron casing, adding cost to cut the existing casing. Along with the added 5 days of duration requested for previous waterline lowering, this waterline lowering will also require additional time as the added scope will hinder critical path resources. Klutz construction had estimated a 5 day duration. In order to comply with the standard construction specification documents for CMAR project, Article 11, section 2, Subsection C, item 3, please provide advanced authorization to proceed in writing prior to this work commencing. Sincerely, Digitally signed by John Rhoda John RhodaDN C=US E=jtrhoda@ mccarthy.com, 0="<cCarthy", CN=John Rhoda Date: 2025.04.22 13:52:03-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company CoFW's Total Allowances Available Item Cost of Work Fee P&P Bond Total 6.25% 0.78% Col'W's Allowances $ 446,272.60 $ 30,000.00 $ 3,727.40 $ 480,000.00 Allowance Spend Item Cost of Work Fee P&P Bond Total 6.25% 0.78% 2025.April.01- Waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.01- Waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 26,040.63 2025.April.22 - Waterline Lowering at Hillside Church $ 39,955.00 $ 2,497.19 $ 310.27 $ 42,762.46 Total Allowance draw Requests to Date 5 114,611.00 S 7,163.19 S 890.00 S 122,664.19 Remaining $ 1 331,661.60 $ 22,336.81 $ 2,837.40 $ 357,335.81 Other Potential Remaining Item Cost of Work Fee P&P Bond Total 6.25% 0.78% (Potential) Unforeseen Utilities $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Utility Relocation Impacts (Remaining after Pinellas, Scheumack, hillside & sewer extension) $ 118,388.50 S 7,958.49 $ 988.82 $ 127,335.81 (Potential) Change Seed to Sod (in Median) $ 55,784.07 $ 3,750.00 $ 465.93 $ 60,000.00 Potential) Sanitary Sewer Septic $ 18,594.69 $ 1,250.00 $ 155.31 $ 20,000.00 (Potential) Residential Fence $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Irrigation $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,OOO.00 A McCarthy Holdings, tne. company KLUTZ CONSTRUCTION, L.L.C. P.O. BOX 185 IT-+INIDALE. TE_ A 76060 Dffire (817) 5 61-5 591 F-AL iiL : Charlie -,a. 1utzeonsiruetiDn. c om _tiCTRCA Sc T-�MOT CfRTUTED D.B.F. 'iCTRCA & T-U)CMT CTRTEFIED D.B.E. RAY WHITE ROAD PAVING, IN LETS, M ISC. FORT WORTH, TEXAS BID: THURSDAY, OCTOBER 3, 2�024 2:00 PM CHANGE ORDER 3 APRIL 17, 2025 ITEM DESCRIPTION UNIT QUANTITY BID TOTAL CHANGE ORDER 3 WATERLINE LOWERING 1 CONNECTTO EXISTIA?..TER EA. 2.00 5500.00 11000.00 2 6'° D.IRON WATER LF 70.00 220°00 1,400.00 3 IMPORT EMBED/BACKFILL, CLSM CY 10.00 750,00 2E,00.00 G.I. FI TII°JCS TON 0.19, 145 O.00 2TE5.00 &- GATE VALVE (IF NEEDED) EA. 1.00 2:3�)0°00 2300.00 16" CASING BY OPEN CUT LF 20.00 3'0°0°(�0 ru000.00 TOTAL BID a'055°00 SPECEAL NOTES 1 ADD S CALENDAR DAYSTO KLUTZ PROJECTTIME. 2 THIS IS FOR THE 9° WATERLINE LOWERING THAT IS IN CONFLICT WITH THE 42" STORM DRAIN NEAR 30+00 ON SHEET 194, LATERAL A-22 AND THE PROPOSED SEWER LINE. 3 S" I7VA.TERLINE TO BE LOWERED TO ,A MIN Z BELOW PROPOSED STORM DRAIN & PROPOSED SEAeER. 4 CLSM BETWEEN TOP OF WATERLINE AND BOTTOM OF PROPOSED STORM DRAIN EMBEDMENT CASING PIPE IS FOR UNDER SETA?E R LINE.. 5 GATE VALVES PRICED IF NEEDED. 6 APPROVAL NEEDED BEFORE'4'a+ORK CAN START. A McCarthy Holdings, tnc. company COJNH�rCJ�1pUNITY [ URCH CE�Lgax° KSiW4Ufl LFEPaXa Rs24R Eg 99�IirHa'vTWxirPaP C C�F Na.D22634St6 LL€.{T%Ai8�9A Q.c, Ntl, 4g211 „Gi. R .' t. fw7� J scH" " "SMH RIM 735 4.' -- - _ - PVC N = Pvc w = a' ~o - Conflict at A22 lateral - WTL F - 1 - ! R. I Conflict at 42" RCP trunk R HAY WII TL ROAD r WI ., _- - A - -- NI - wl WI. r ,. 960 MP 0 w.T E P Ili T 1 99 051 2151204 kSEL L Y VEx1E OP OR D21 2b1.T1, % LLE V 2 5 I� i 010CKE 4LLYR'aP Me 54J 09 LH L R ?HD L Rl6DGggRx El - T% 6244 Oi - 6NF LY RP WORT % i62a4 r rtE CEP, T Z824 - Nc. 0220 26JT6 L•E. R hh 18660' - P 0217 riJfi t F. No, L20818JD-6 D R T I T E ROW i+IM --'74i17 - ,V ——- 1------ — --f"— i— -- —- —- -- —If 1=----- ------ 'nog Wi WIpol— F".�t5ic 7 REVISIONS xo. D4iE I OEsrnwiiw y' —z — _ THE EXISTING UTILITY INFORMATION IS �'u,,,r 0_ BASED ON FIELD DATA COLLECTED - 12/6/22. CONTRACTOR SHALL VERIFY INFORMATION PRIOR TO THE START OF - - CONSTRUCTION ACTIVITIES. SCALE: 1' " 20' 11 "x17" SCALE: 1" - 40' LEGEND OF U.G. UTILITY TYPES COMMUNICATIONS EEREaLOEU)LCE)T) C12I — — SPECTRUM vEu (C cT CJ — c4 — MILLNNIUM(CN CS — OL"CT' FRONTIER(FOIOUCT) FRONTIER(TELE)SPECTRUM (CABLE) ZAYO NFOIDUCT) MILLEMUM CJ © — CS G11S/PETROLEUM OL" MOS ATMOS ELECTRIC POWER Qv•g• TRICOUNTY ELEC COOP ONCOR PRIV E EI — — — — E2 — — EJ CRYOFFORTWORTH — — — — —E4-7— ELEC COOP DL^c^r w ONOCR PRNATE _ — L2 — CRY OF FORT WORTH — — —o- POTABLE WATER CRY OFFORTWORTH OL_'B" W — MYOFKELLER W2 — CITY OF FORTWORTH OL"C"r'D" I]iY OF KELIRR SAPUTARYR SEWER OWORTH DL•g• WWr MY =AOTF O CRFORT WORTH —O QL"CI"DO STORM DRAT o QL••g" RTH OL"5Dt OfCPD W CITY OF FOR WORTH ®- 7 OVERNEAO UTILITY QL••g- 1 Q = urn carnrnurcanoxe .- aTan m 6 oYCQ�G4 3 E {�I jaulc�iree�E,rArneemA F pv� IHSK N& %BURNS SUITE I OL RD M E D O N N E L L ENGINEERING FIRM F-845 Q THER[OSGROUP sM —x�EERPD �Rs a W G cm P�mTEcr o3;:-�0 TPN PPDTECr 6,A,946 WATER PROIEC SEWER P/gIECT CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY DIVISION RAY WHITE ROAD EXISTING UTILITY PLAN STA 124+50 TO STA 133+50 0 [C SHEET 4 OF 8 I CHEC.D — I SBCALE•1'•20 R/9I2DP4 SHEET..1 Q oen/M� eppv4 e11 4u 00+EZ V1S 3NIl HOIVW _ o o N o 00+£Z V1S 3NI-I HDIVW STA STA 29= I cD (OUTr]1s. �srellisrn I •i. - / 6' f.PI N)�1]26�62 PIPECONNECTION TO �„ <ypF i�®o� L�\ SUA STA 2 62. e _! s 0 0 .01 1 PIPE CONNECTION TO PPng! wn FL Z'.SgRCS1�Fi,5 _ xcuLVERT gFna mzrha�S I C urv-] - I' 8Nvy��nY v�avo .D m 'i Smn'my �Si ` fi v S'n 13 ��a 91 I v I G o S �- - o V 5 CD(OIIT)-]IS _ SO-AETA2 Bz90= ,s acs(Nr],s. SlA Ln R P(rvl ]Iesv6 STALL- o 1 PIPE COR CON To y <oSf xcULVERr SO I 800I .mom ce louixn]orvsTALoo.ao1 PIPE CONNECTION +FLZ''6reRCB IINp]t]q] BOXCULVERTrO1 L CP(INI-T16 ]0 RC STA IP (INpr,9s3 „ s:Ai� T° FL 4 4 k VgT I1"s.E°UARE aunmlON ACIS _- A 5 P SEE =izszas o DESIGN ucruR 8 C.v 1011f),,71962LAA STA 2].02.13 = azl Rcvil+i ilBw Nsrai�sraowaoo _ S €rIII.- I �F4h_S S I y a,ySa _ cn -RcP(0-2o.19FILIC CP (IN1=rIID.l9 , G�$e, - y Pmc7��o, CP (wY1zz.a6 os �x r 8, GE qW tNrEO h 66 RCP1DUTl ]z6a , I A N 1 69°tvrE IJ y L21-RCPINF]2o z y R' ' CPI rvF]2z 2c GF �m Uo�SD ill{ RN -z4 y- FL NEC a S S o�BiT v nn RCP(OUT}-]2148 SDA STA 29+65 r0 FL42'RLP(INFi2459 N lSTA ow0.00 - 0 RCP (INpi24.ae INSTALL _ 1 b'SOUARE JUNCTION BOX I' h SEE � 211 FOR CTURu DE III=] r I h Ili N N m ZZIN!; -��& Na ® w > � x x A R CID to q III. N '+ Ci s 3 � I mo r � cflcn:m� � _ � A I �0 5 - - _-- --- cc w n o I _ z RCP(auq=]zs]z w O FL 42� P N- FL24'RLP(INI ]L9�fit I 0.00g6 ^�' CID ALL FL 21 RCP(NI-]29.47 Ir 1OFW STO E SQUARE JUNCTION SOX w]34.z3 > r 85 I un�wsWe oMy 11 RCP(ONTF] EDI STA 3zw521- Y RCP O"129 LATAzs —A0w0,00 Fl.n RCP UN'_Ul cy°f MST L. .. _._ 60'MEC� MATCH LINE STA 33+00 MATCH LINE STA 33+00 I p 11 If V g_' m e p- a s a Will z y p o %i i �9�; �s D aSpyrP°y _ n ° e D vvA �$ a_& m�ygOpo p D Doom=oy�:�- F o, AlzA m mma��4 0 ++mz�e�£m�„gym ��� o 9IN 2 --�o Omoo ae S i,5 _ w mii; aDR_ a gi"^ :�:,� wg'=�gya�g E - - n nm 's + m� E �� g A y o O �- a '��. m' �+' a o o g y Fjo RAYWHITE ROAD IMPROVEMENTS 66"IDur�? TW,B6 I. A. F9v� r - .pz,s sp wrE r RCP (Du'p=Tzznp LAT wsTALL ,cFw At6 STA 0+t6.z+ sronz�p RECESSED 6n CURB INLET L FL66'RCP IOUTh]20,9 Na o - RCP(IN�Z20.19 FL2f RCP IIN1=r22.06 _ � ,5090 N66.i„, o� , A s0 WYE - EU CUHBI -1 WSN 1,p � CFO ]28LB9 TY RCP fOUTI=ZLL15 as9Drrz wREcesseD cuRa wLEr 'RCP lourprz, 4F <8=" -"€ s&om� dim gA ° onsT +as io NSTALLA29 MBIJUD9E JU RLPONY]sass cP(IN)=n4.o9 FL48'RCPOUTpi24,45 I I - 0\ I 11 96J TTA23srA 2 I M=W528vV �a'� - 0,0000 Q� U �a E �il 11 ' CP (INWzr Ft P,'ROP(IN1=Mi cP louTl=Z25 n=goA kN�o� o o LnT INSTALL. rez srgpwa.ap= cnory Box u, sTAp+355t u - FL58' POP IIN1=?2I.3915 L 2, RDP pN,=]2].]5 FL 2r RGP IOUTI=RB00 -, 1 I 4 A2z srA 6.w.a6 li �rFW89T �4' DROP ,F6-- b o o FL tO'v4'RCBIOUT4] 2v.�r PRO . ce UM R 2�"RGP (INI=]1659 t RCP LOU 5.59 m1 Larnii ISTA pCpW i BO RIM- TI... - 22 fi5 I CP (Ol]rl=]tfl➢6 � U - zias r ssD CURB INLET m 4� FL6'x6'RCB IDUr}-]1562 - TA13 STA O+OO.W - CB IINK]1662 FLz, RCP IINI=]fi24 FL 21'RCP (OVi�,BSa t SDI STA 23+A0.29 INP PELC BOX CULVERTCTI 1 ab CURB INLET ® e^, INSTALL: ,LFVJ STU ry2 r0' RECESBEG � 6.6z <�" - 6 : BOB IourFi,S `� , FOR IINF>,Z 35 iL s CCeprvl=n6zz � 's £ i LAr A,4 sTAr,.00 op= siquAza .s2,5 ,PIPE CONNECTION TO t'RLP IDUTI']t95�I TOTv2,v RecEssEc - 3az ' cures INLET s: ace lourr-n6s6 <ynp r 0 = FL2rLB IN)=],6.96 RCP (INI=],fi FL 21'RCP IOUrp]21 s9 Od I �� j' N0.A STA 25 � B19 STALL 1-PIPE CONNECTION iO CULVERT aEBL RBI - c�F STY 2,B ITC= 5529 n FL 6'x5'RGB IOViI=]1T0i FL 2t'SALP ONI=r,0 i0] � INSTALLA 26+32.,5 NTO RO%CU CULVERT FL zr recv wurr-n, pd =6EDCNRBI - CB fOUTpi]84 9DA BTq 26+4,-a3= FL fib"SRCP pN1=i16.C2 OR RCP uN7=ns.sa FL 36'IOUT�r2S56 I I 4, I �I e I AI]BTA <NTAi]STA O+OJ.00 INS ALL m=?zs.4s O+9T32 TO VERIFY L 36'IIN1=r2t.58 ICONTRAGrOR FL ON D_ D_ OD N D D IN wSO D D_ FL 2i N IN— O AUP I ES r nDi D C Jl IN CN BOX6 BE R MT D SO D 1. D U) N N SO mm V < x N N V w�cfl D o D raCONNECT TO - 36 STORM a an-ni < g Al 6 s § g e - m l a p$ =_ 4 sV z FE Pi y >� v Gk$a CL ay D 6&��Ay°Soy�o�N _ n nw z m r �An� rg=a R3yz m'z < o ��zA cA gao .� m P, OZ -N m2z� Em x Mz - mo m ITT 2 3 <�C3 ;; €fie os ry g!N $'�[ '` 5 wg'��gma�o g E € _ 9vi zm TO WK rn 22Om E a � 1 :Sz A i .,Ei N-i jo N x ,N g� �€ em Z. INLET DEPTH RAYWHITE ROAD IMPROVEMENTS PENTA - iPFNT& * TIME: US- IU IWT f 11DWS. O 10 N) N) ILTl cli L'i -D, Lp (-n U7 0 0 UI 0 U7 0 ---------- q _LL—L —ILL . -L,'- . . . . . . . . . . J- T T 7 7 1 T �Il wl D, I L 2-1'- 1 -1. Li z o m-,; -L,'-, —X-L 1- -1 -11 - �Np r I .. .... .... -j-L- IL j, -rl-T .. ...... . r ----- - T-1 R m . L . . . . . . . o > SW 9'- 48 Ex. 8" 0'0 P C PIPE- 1: PF $T� 12- )O.gO VA CONN-E T P'R P'WWl TO �H; VWl: I. E� I 715'3�rt--- �4' P...B�,. 13 1R. L .125 N EN rL V 72S.2i 7 F� 45,21 �StA �F� I 0-0 ��A) �7�5, 6 24 a --- -T--I-T- t- 4 W 4 T .. ............ .. r T - p i II- TA tT Nc sT0 I A�TE#AjER,WWl: --------- ------------- DIA,MH P 11 47�2�: II L tl-t _0 m -Lj-L-L -L-Lj-L ,WwcQ -4 < X T r cq -T- -4, T-. T I (D s — — — — — — o T I T T T C) 1— TO NCB;%lgT', co J L J __ 60! . . . . . . . T + )-oo� it T It MATCHLINE PAV STA 13+M00 j I.. .... .. SEE SHEET 2 OF 3 . . . . . . . . . . . . . . (A L'i .A L T1 Ul CD Cil LTI C) Cl C) 1> 9 9 z > can m ol 00 9 c) --------xl� X750 >* o o m C: ro 00 1> Wl- 0 m (n 0 m I m m m > m z o 6 c 1 10 I z M + 8 :z cD m z 0 x tm :C. ffiw M CAR 1 ! 3400 N Central Expressway, Ste 500, Richardson, Tx 7508O 972-991-5500 1 mccarthy.com April 1Oth, 2025 City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Allowance Draw Request for Sewer line Extension Ray White Rd CPN 103270 Dear Mrs. Ayala, At our preconstruction meeting with the City of Fort Worth, the sewer department mentioned the need to update the plan sheets to include added scope of epoxy coating a manhole that was not shown in the plans. Additionally, through conversations around the Shafer's property, the City of Fort Worth observed the need to extend the sewer line north of service both parcels of the property. With that. Burns & McDonnel updated the attached plan sheet and distributed via E- builder. McCarthy has asked Klutz construction for a quotation for the added scope of work. Based on Klutz's quotation, the added scope would increase the cost of work by $24,331.00, plus CMAR fee and bonding, which would increase the total cost of this allowance draw request to $26,040.63. If this request is approved, the City's remaining allowance for the project would equal $400,098.26. If acceptable, McCarthy will issue a change order to Klutz Construction for the price of this two sewer line extension immediately in order to minimize as much schedule impact as possible. This work is quoted to add 2 days of duration to critical path activities. In order to comply with the standard construction specification documents for CMAR project, Article 11, section 2, Subsection C, item 3, please provide advanced authorization to proceed in writing prior to this work commencing. Sincerely, Digitally signed by John Rhoda John Rhoda DNthoda E=jtrhoda@ mccarth y.com, 0="<cCarthy", CN=John Rhoda Date: 2025.04.10 10:08:31-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company CoFW's Total Allowances Available Item Cost of Work Fee P&P Bond Total 6.25% 0.78% CoFW's Allowances $ 446,272.60 $ 30,000.00 $ 3,727.40 $ 480,000.00 Allowance Spend Item Cost of Work Fee P&P Bond Total 6.25% 0.78% 2025.April.01- Waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.01- Waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 26,040.63 Total Allowance Craw Request S 74,656.00 S 4,666.00 1 S 579.74 1 S 79,901.74 Remainingl $ 371,616.60 $ 25,334.00 1 $ 3,147.67 1 $ 400,098.26 Other Potential Remaining Item Cost of Work Fee P&P Band Total 6.25% 0.78% (Potential) Unforeseen Utilities $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Utility Relocation Impacts (Remaining after Pinellas & Scheumack & sewer extension) $ 158,146.24 $ 10,631.14 $ 1,320.89 $ 170,098.26 (Potential) Change Seed to Sod (in Median) $ 55,784.07 $ 3,750.00 $ 465.93 $ 60,000.00 Potential) Sanitary Sewer Septic $ 18,594.69 $ 1,250.00 $ 155.31 $ 20,000.00 (Potential) Residential Fence $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 (Potential) Irrigation $ 46,486.73 $ 3,125.00 $ 388.27 $ 50,000.00 A McCarthy Holdings, tne. company KUTTZ CONSTRUCTION, L.L.C. P.O. BOX 185 IKElVNEDALE, TEXAS 76060 office (817) 561-5591 El%L II.;Chai,lie klutzconsti,uction.com CTRCA & IX -DOT CERTIFIED D.B.E. NCTRCA & TXDOT CERTIFIED D.B.E. RAY WHITE ROAD PAVING, INLETS, MISC_ FORT WORTH, TEXAS CHANGE ORDER 2 DID: THURSDAY, OCTOBER 3, 2024 2:00 PM APRIL 10, 2025 ITEM I DESCRIPTION I UNIT IQUAN11TYI BID I TOITAL CHANGE ORDER SEVER MANHOLE COATING AND SEWER LIME E TENTION 1 EPDXY MANHOLE LINER VF 30.76 475.00 14611.00 2 TRENCH SAFETY LF 54.00 2.00 108.00 3 8" PVC SS (SCDR 26) LF 54.00 168.00 9072.00 4 POST TV FOR SEWER I LF 1 54-001 10.00 540.00 TOTAL BID 24331.00 SPECIAL NOTES 1 ADD 2 CALENDAR GAYS TO KLUTZ PROJECT TIME. A McCarthy Holdings, tnc. company -- 111961 M ii F Pad4-d TIME: 6O9J/PM W. I.O.W<3 USER ,,, AVI, -0 � N C,,j (,J A .Acri CYI 0 C11 0 ul C) cyl 0 Ui I- d Im -i--4i 4-1, -4- T ----------- . . .. . .. ... 3 II —.2 1:D 4-� 4 4 —4- 0 :a: on: o - - - - - - - - - — - 4-- 4 --4 im -4 - --------------- -- ------ -4-- in: no +-Al I + + --T --r-7 --. - I I I x --4 -T ..... . C� 0 mil $tA`1 1 i -Um. mu 2T VA Ois: W TtWAIIE� Wt VW1 1 A 4- -4- i--4 I , C'PIPEi -4- 1 W la f--j -4 - L3 P,(),:,�.: 1N* 61 FL J` rL v 41 72 2 __j o A .b 8"; .512 st, I Fl, it 10,4�.2 p 0!, —N i Vr ol -- -- ----------- A. L c M 8" Ph I i I I TA5l _,A TD. 3� DIA. MH AiSTEIA,, I . . . . R;WW1: 1 . . J - - - - - - - - - — - i 47:2V i jI- o o N L!J -4- ---------- A I I I I in I I d— J-1 I I I I I 1 1 nt, g -++ .. ............. A -1-1 1 FT IT -- ------- - omz -- --------- o 00 -it I -7- >* fq i 26. 8 ... -4 i-4 —1 ........... .. k-1-44- 4-4-- - - - - - - - - - - -4-4 44 --i 4-- -1:4-- 4 -1: -1 Lj-i L i cli 6 1 1 1 1 1 1 1 1 1 1 1 z MATCHLINE PAV STA 13+00.00 it I Eo� 8 SEE SHEET 2 OF 3 -T- -T-1-1-1-- - 1 t, - > i AR-11--p N) Cal CA 21 C71 Ln Jul (YI C �-p C-) z CR K CID -11 ce + z 0 0 > m 0 0 0 0 m z < > m z 0 o x x, o > .1 z, < 0 IT m <W rg U) -- ll5961 M WNlTE ROAD Pmd4-d TIME: 6O/39 PM SCAT: W W3 USER TX��.P-o ,,, Ao� (A CA A A UT Ul 0 Ul (D ()I C-) cyl 0 Ul (D cyl F-1-7 --I-- 4 4 MATCHLINE PAV STA 13+00.00 SEE SHEET 1 OF 3 I, ............ ...... ---- ----- -- o . . i . . -1 4- . .. 4 - . . .1 --4 --4 . . �-4 . . -4 d . . 4 . 1-- i - lo CL c��I _�_-EAvN':�iiiFI!�•y .o-._--' 2 - - - - - - - - - - - - -IF T- T --q - - - - - - - - - - - - --- 600 v -4-4-- -T -1—i-ji.. 4-4. - �I -4 ILiIIiiIpiii A � 4--f- t - - f--i-4--; - 4 4- o V— 2 -1 t-t -t-- is c ?4: 1 �NsT�pc p� 4 D 3� A� s �E ,A 1— 1-- - QH[ R' !4 !4 !4 -1 --t- N-7 - - - - - - - - - - lIIIiI ,S A s it -- -- ------ -J o > 6 8' 31. 48 i- i--4 . ......... - - - - - - - - - - 7, ;7- -- ---------- ----- -- ------ T OM - - - - - - - - - - _j- -4- - 4- 0 s -------------- L ------------ . . .. . .. .. . U oo 5 it :1 IV 4 -4-4-4 4- o H. > it ----- -- - ----- r it -i--14-4- 14 -T --i �-T- 1-7 o T-2 Fr— it —4. -4-4- 4-4-4- -4-- - - - - - - - - - - - - > J tM o- - - - - - - I - o oo -T-4-4-- i 4 —4- 4-4-� F-,4+ -4-1-4t 41- % MATCHLINE PAV STA 17+50. 00 SEE SHEET 3 OF 3 N (A 10 W A CTI CTI C) un (-P c-r C Ul (D cp z f cD + 0 z cn 0 x 2 co 0 1 m > u 0 xg o o 0 2i < > m z o - .0 g V-, 7N i> 0 j� 0 —M, vgv I 11 .;)t NO mo 1,; ZW o I :z A 00 41—P -- lll� RAY6_ M W. 14 W3 USER ,,, . Aa� F\) CA CA 41 41 cyl cyl of 0') 0 U-1 O cyl 0 U-1 0 U'i 0 cyl -i- -T-- _4- MATCHLINE PAV STA 17+50.00 ii SEE SHEET 2 OF 3 4— . —4-4-4-- .... --4 �-4--i-- ... is - :--t ----------- ----- --- -- /6 .-r-- -4-Li 7-4-- -1-4 :r -1 1— T-- oT L - - - - - - - - - - - 81 6,3p 1 t i t q iiii I II t-- T-F T!, --t-- 4 A VB� 12-4 4-- ��S MH! EYvAT �R; V Wj m Sfio 8 �� 1.� -5t I IN -t- 4- 4 t. 4 --t t- -4-4- i 4 --i 4 4 i-4-4-4 - 4 4 > '.,nr I ,o y. I F 8i Fin - -- --- ----- I oio( 0 -- ----- --- LILL 1 -4- -4-- --r-4 fi-4- - --I i,-4-4-J- F. - -- -- ------ 0 lz) I >* 4 o -4-4 lii 4-- 4- ;--i z g yoll r-L --- -- - oo. 11 4- 4 i-, -t STi iii 1: D 41 1& 1 Hil -------- ------ PYT lo oc .. ........ , -j- 0- 7- 7- 7-1 r--r 7--7--!--7 --7-7 - ------- -------- 4 -T -7- �lvm 4- 1-3-- -J-J-14- -1-144- -+4ii!- II -------- M -- M Mi!I :1:1 11i!i :1 1 .-i-4-4-4 !It 4-- --4 �-4-4- M -4-4 t-4-- iiii iiii II --4 Hit ir`xim 4-A t'D! > ol 11, -- --- --- --- r\) N) ctj clj -I] 21 Ul CTI m of 0 Ul t-P 0 �_r C CP �o 0, f K + > u 0 z o m 0 0 m 0 m I m 7 ;u + m m C: z < > m z o x o I :z a) A --a z < o 0 Fo I u) M CAR 1 ! July 1011, 2025 3400 N Central Expressway, Ste 500, Richardson, TX 75080 972-991-5500 1 mccarthy.com City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Extra Work at Pinellas Ave resulting from Tri-County Utility Conflict Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter concerns CPN103270 Ray White Rd., and is a follow-up to our letter dated 4/30/2025 regarding the tri-county mainline conflict on Pinellas Ave. The tri-county line represented a direct conflict. RFI-14 altered the drainage design slightly to account for the utilities. This allowance draw is meant to cover the added costs associated with that change and the downtime during the tri-county repair process during the day of the strike. The CMAR will add scope to the work category 3 contractor totaling $2,404 for added pipe, and $1,561.45 in standby cost for out -of -sequence demo for McCarthy to support Tri-County. This will result in an additional $4,244.08 allowance accounting for the CMAR fee and bond. Allowance Spend Item Cost of Work Fee P&PBond Total 6.25% 0.78% 2 0 2 5.Ap ri 1. 0 1 - Waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.01- Waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 26,040.63 2025.Aprit.22 - Waterline Lowering at Hillside Church $ 39,955.00 $ 2,497.19 $ 310.27 $ 42,762.46 2025.May.13- Waterline Lowering at Mirage $ 28,695.00 $ 1,793.44 $ 222.83 $ 30,711.27 Unapproved - Banks Fence Rental ROM $ 900.00 $ 56.25 $ 6.99 $ 963.24 Unapproved - Banks Fence Demo ROM $ 6,155.65 $ 384.73 $ 47.80 $ 6,588.18 Unapproverl - PineRas extra RCP Clue to Pecirir_ Line ROOT $ 3,965.45 $ 247.84 $ 30.79 $ 4,244.08 Total Allowance Draw Requests to Date $ 154,327.10 $ 9,645.44 $ 1,198.42 $ 165,170.96 Remaining $ 291,945.50 $ 20,354.56 1 $ 2,528.99 314,829.04 Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda DN: C=US, E=jtrhoda@mccarthy.com, John Rhoda 0="<cCarthy", CN=John Rhoda Date: 2025.07.10 17:08:51-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company i O v rD 0 cu rD Q C (D C'1 O n (D O O 20 C C Q Q O O N 0 S v '' 3 m .fir O G7 7 S � N N n rt rt O (D C L 7 n C c m Q 7 d n m rt (D QrQ O 1 0 0 v+�0 to v+ ti)- v. to to mloltAr+lrn LI m o v N n O 3 p o m D C r 1 ai 0 rt II( C rt i T (D C O d to to t/r to iA to i/! D 3 0 3 N A rt O 3 N C n O Z A � D N rt Ln C O O DrtJ N v+ a- O n � � N rt Ln n Q p c O a � ih to ti+ to to ti+ to D 3 C .+ Ul 0 m c � m A 2 •� v � N V N � O � v O D 3 O O ' O '3 Ln m O O G) (D I Lq CD 0 00 r N N A 0 Co A u'90 O O fu O O- o N N IA ih VF th N W N N A 7r p O O ID O w m V qQ O W (!( to to ih to th A D) aD ID fD 3 p go (^ C CD ° to iAlw to to iR J). ti -V� <n N D 3 O m O W ' N W W O W O v o N N m n EquipmentWatch. www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book° Takeuchi TL12R2 Compact Track Loaders Size Class: 2851- 3200 Ibs Weight: NIA Configuration for TL12R2 Horsepower 111.3 hp Operating Capacity (35% Of Tip Load) 2975.0 Ibs Operator Protection ROPS/FOPS Power Mode Diesel Blue Book Rates * FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost Ownership Costs Monthly Weekly Daily Hourly Published Rates USD $11,350.00 USD $3,180.00 USD $795.00 USD $120.00 Adjustments Region ( Texas: 98%) (USD $227.00) (USD $63.60) (USD $15.90) (USD $2.40) Model Year (2024: 100%) Adjusted Hourly Ownership - Cost (100%) Hourly Operating Cost (100%) Total: USD $11,123.00 USD $3,116.40 USD $779.10 USD $117.60 Non -Active Use Rates Standby Rate Idling Rate Rate Element Allocation August 7, 2024 Estimated Operating FHWA Rate** Costs Hourly Hourly USD $38.82 USD $103.31 �( USD $38.82 USD $102.02 Hourly USD $29.07 USD $78.26 Element Percentage Value Depreciation (ownership) 21% USD $2,383.50/mo Overhaul (ownership) 54% USD $6,129.00/mo CFC (ownership) 11% USD $1,248.50/mo Indirect (ownership) 14% USD $1,589.00/mo Fuel (operating) @ USD 3.66 38.79% USD $15.06/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for Jennifer Carr acarr@mccarthy.com) KLUTZ CONSTRUCTION, L.L.C. P.O. BOX 185 KENNEDALE, TEXAS 76060 office (817) 561-5591 EMAIL:Charlie@klutzconstruction.com NCTRCA & TXDOT CERTIFIED D.B.E. NCTRCA & TXDOT CERTIFIED D.B.E. RAY WHITE ROAD PAVING, INLETS, MISC. FORT WORTH, TEXAS CHANGE ORDER 4 MAY 1, 2025 BID: THURSDAY, OCTOBER 3, 2024 2:00 PM REVISED JUNE 9,2025 ITEM I DESCRIPTION I UNIT lQUANTITY1 BID I TOTAL CHANGE ORDER 4 ADDITIONAL 21' PIPE LATERAL 1 21" RCP LF 8.00 203.00 1624.00 32 TEMP ASPHALT LF 8.00 79.00 632.00 33 TRENCH SAFETY LF 1 8.00 1.00 8.00 38 POST TV STORMDRAIN LF 1 8.00 5.00 40.00 38 BOND FOR ADDITIONAL WORK LS 1 1.00 100.001 100.00 TOTAL BID 2404.00 SPECIAL NOTES 1 PIPE WAS ADDED TO THE LATERAL A08 TO MOVE THE INLET OUT OF CONFLICT FROM THE TRI-COUNTY UTILITES. M CAR 1 ! July 101h, 2025 City of Fort Worth 200 Texas St Fort Worth, Texas 76102 3400 N Central Expressway, Ste 500, Richardson, TX 75080 972-991-5500 1 mccarthy.com Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Brick Fence Demolition at Banks Residence Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter concerns CPN103270 Ray White Rd. The backyard of the Banks Residence at the southwest demolished. The Right of Way acquisition agreement cost of the fence. Right of Way Acquisition purchased a portion of the corner of the roundabout, requiring the fence to be has compensated the homeowner for the replacement We've identified this in a scope gap in the right of way acquisition, with no demolition or temporary fence being show in our plan set. The demolition and temporary fence was also left out of the Right or Way acquisition. Sean Jackson with Stateside has asked the CMAR to install temporary fence, which we came to an agreement with the City to pay for this temporary fence on a monthly basis via invoice from the Allowance category. Further, Sean Jackson informed us that the demolition would need to be performed by the CMAR, which I informed you about on 6/19/2025. Please find attached proposal for the CMAR to add scope the work category #1 demolition which is self -performed by McCarthy. The CMAR will add scope to the work category 1 contractor totaling $6,155.65 for demolition, and estimated additional $900 in fence rental. This will result in an additional $7,551.42 allowance spent accounting for the CMAR fee and bond. CoFW's Total Allowances Available Item Cost of Work Fee P&P Bond Total 6.25% 0.78% CoFW'sAllowances $ 446,272.60 $ 30,000.00 $ 3,727.40 $ 480,000.00 Allowance Spend Item Cost of Work Fee P&PBond Total 6.25% 0.78% 2025.Aprit.01- Waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.01- Waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.Aprit.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 26,040.63 2025.Aprit.22 - Waterline Lowering at Hillside Church $ 39,955.00 $ 2,497.19 $ 310.27 $ 42,762.46 2025.May.13- Waterline Lowering at Mirage $ 28,695.00 $ 1,793.44 $ 222.83 $ 30,711.27 Unapproved - Banks Fence Rental ROM $ 900.00 $ 56.25 $ 6,9c{ $ 963.24 Unapproved - Banks Fence Demo ROB"': $ 5,851.11 $ 365.69 $ 45.44 $ 6,262.24 Total Allowance Draw Requests to Date $ 150,057.11 $ 9,378.57 $ 1,165.26 $ 160,600.94 Remainingl $ 296,215.49 $ 20,621.43 $ 2,562.15 $ 319,399.06 A McCarthy Holdings, Inc. company Further consideration is needed for further demolition to the north on the fence line. The fence itself is a single brick wide and supported by angle iron spanning to the foundations to demolish. This additional length of demolition is not included here and is not contemplated by the Right of Way agreement for the HOA to rebuild. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda John RhodaDNt;=US E=jtrh od a@ mccarth y.co m, 0-<cCarthy", CN=John Rhoda Date: 2025.07.10 16:29:34-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company N N N to n (D n < O 77 r v N C N O 5 cl x O in Ul M n N N N O N O In W N O w 00 l0 V r1i O i rel p= C C Q "I3 Q 5 O Q ,y C O' O N 0 X n a r N rt O C L 7 n c O N Q � N m C n S � D QrQ O 1 0 1/f V,T -LA {A {/f Ol It, N t, I-� A lf1 In 01 m In N I- W 00 F+ U1 Ol V N O In m O Ul m In O1 trl 0 O m O 0 (D 3 0 a N 0 .0 d 3 Ln `r D o W m 7° r D C r 1 ai 0- (D to cu Ln rt II c U1 W rt O (D c O O - y O in r A A 0 r rn � V V O Ln O c U1 In O O 00 O O n c � rt _ 3 i �' d4 C 3 00 n (D rt \ N n r n S A r+ Ol 3 p 3 rD 3 O 3 �G C N 3 Ln C n O z A � D N rt Ln = Ln O � to to O D~J N v+ a- C O d 0 N !n Ol C 00 O F+ O O O II O 0 0 . y O O ih ih Vf V1 {n• i/) {/1 t'' tA O A F+ N 00 A c N 00 A O1 91 O O O A O 3 O O O O O 0 0 0 0 0 m ix n Ln n < < W Q X * O N an m 3 ID rD n \ S L, W CO In W � O (D N Ln o m p � m z 2 z � m O �? "6 00 00 OO 00 m m to to to to C w Ort In A M In O 00 N O 00 to to v� Ln w NJ W W O I V W A O 00 F-` O I--` N V O O MN AY IAImIOIGo, 1 G) (D r z I Ln CD o r D w OD rn W c c O N A Ln O 00 O ED O a- o\'\' ih lA ih N w PC N 7r C3) O W CD O LI in V W O w In in to to to to A D1 co (D m 3 O D) rt go N r c o 0 a a O 0 l0 F+ �3 CD E A w O m In to 00 W N F+ O N N U1 00 c 3 O 01 A to 91 In A 00 U1 0O Vl 0 W 00 0 00 1 O v o N N m n O 7 N C) o N O Ln * EquipmentWatch.. www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book® August 7, 2024 Caterpillar 315E L (disc. \ Crawler Mounted Hydraulic Excavators Size Class: \ _ 16.5 -19.4 mt Weight: N/A Configuration for 315F L (disc. 2019) Horsepower 97.0 hp Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate — Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $11,035.00 USD $3,090.00 USD $775.00 USD $115.00 USD $34.41 USD $97.11 Adjustments Region ( Texas: 97.9%) (USD $231.74) (USD $64.89) (USD $16.27) (USD $2.41) Model Year (2019: 100%) Adjusted Hourly Ownership - Cost (100%) Hourly Operating Cost (100%) Total: USD $10,803.26 USD $3,025.11 USD $758.72 USD $112.58 USD $34.41 USD $95.79 Non -Active Use Rates Hourly Standby Rate USD $30.69 Idling Rate USD $68.12 Rate Element Allocation Element Percentage Value Depreciation (ownership) 31% USD $3,420.85/mo Overhaul (ownership) 41% USD $4,524.35/mo CFC (ownership) 17% USD $1,875.95/mo Indirect (ownership) 11% USD $1,213.85/mo Fuel (operating) @ USD 3.66 19.59% USD $6.74/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Booke Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for Jennifer Carr Qcarr@mccarthy.com) All material herein 02003-2024 Randall -Reilly All rights reserved. Page 1 of 1 * Equipmentwatch.. www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book August 16, 2024 TakeuchiTB230 Crawler Mounted Compact Excavators Fie Size Class: 2.5 - 3.4 mt Weight: NIAa i I Configuration for TB230 Bucket Capacity 0.1 cu yd Horsepower 24.4 hp Operating Weight 6360.0 Ibs Operator Protection ROPSITOPSIOPG Power Mode Diesel Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $2,065.00 USD $580.00 USD $145.00 USD $22.00 USD $10.06 USD $21.79 Adjustments Region ( Texas: 98.1%) (USD $39.24) (USD $11.02) (USD $2.76) (USD $0.42) Model Year (2024: 100%) Adjusted Hourly Ownership - - Cost (100%) Hourly Operating Cost (100%) Total: USD $2,025.77 USD $568.98 USD $142.24 USD $21.58 USD $10.06 USD $21.57 Non -Active Use Rates Hourly Standby Rate USD $5.76 Idling Rate USD $14.81 Rate Element Allocation Element Percentage Value Depreciation (ownership) 27% USD $557.55/mo Overhaul (ownership) 36% USD $743.40/mo CFC (ownership) 19% USD $392.35/mo Indirect (ownership) 18% USD $371.70/mo Fuel (operating) @ USD 3.66 32.8% USD $3.30/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book® Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for Jennifer Carr acarr@mccarthy.com) All material herein 02003-2024 Randall -Reilly All rights reserved. Page 1 of 1 '* EquipmentWatch_ www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book° JCB HAMMERMASTER 260 Hydraulic Impact Breakers Size Class: 251- 350 ft-lb Weight: 573 Ibs August 16, 2024 Configuration for HAMMERMASTER 260 Impact Energy 332.0 ft-lb Power Mode Hydraulic Blue Book Rates * FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate — Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $2,290.00 USD $640.00 USD $160.00 USD $24.00 USD $3.70 USD $16.71 Adjustments Region ( Texas: 97.6%) (USD $54.96) (USD $15.36) (USD $3.84) (USD $0.58) Model Year (2024: 100%) - - - - Adjusted Hourly Ownership - - cost (100%) Hourly Operating Cost (100%) Total: USD $2,235.04 USD $624.64 USD $156.16 USD 523.42 USD $3.70 USD $16.40 Non -Active Use Rates Hourly Standby Rate USD $6.35 Idling Rate USD $12.70 Rate Element Allocation Element Percentage Value Depreciation (ownership) 34% USD $778.60/mo Overhaul (ownership) 41% USD $938.90/mo CFC (ownership) 13% USD $297.70/mo Indirect (ownership) 12% USD $274.80/mo Fuel cost data is not available for these rates. Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Bookc3 Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for Jennifer Carr Qcarr@mccarthy.com) All material herein © 2003-2024 Randall -Reilly All rights reserved. Page 1 of 1 -** EquipmentWatch_ www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book° Takeuchi TL12R2 Compact Track Loaders Size Class: 2851- 3200 Ibs Weight: NIA Configuration for TL12R2 Horsepower 111.3 hp Operating Capacity (35% Of Tip Load) 2975.0 Ibs Operator Protection ROPS/FOPS Power Mode Diesel Blue Book Rates * FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost Ownership Costs Monthly Weekly Daily Hourly Published Rates USD $11,350.00 USD $3,180.00 USD $795.00 USD $120.00 Adjustments Region ( Texas: 98%) (USD $227.00) (USD $63.60) (USD $15.90) (USD $2.40) Model Year (2024: 100%) Adjusted Hourly Ownership - Cost (100%) Hourly Operating Cost (100%) Total: USD $11,123.00 USD $3,116.40 USD $779.10 USD $117.60 Non -Active Use Rates Standby Rate Idling Rate Rate Element Allocation August 7, 2024 Estimated Operating FHWA Rate** Costs Hourly Hourly USD $38.82 USD $103.31 �( USD $38.82 USD $102.02 Hourly USD $29.07 USD $78.26 Element Percentage Value Depreciation (ownership) 21% USD $2,383.50/mo Overhaul (ownership) 54% USD $6,129.00/mo CFC (ownership) 11% USD $1,248.50/mo Indirect (ownership) 14% USD $1,589.00/mo Fuel (operating) @ USD 3.66 38.79% USD $15.06/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for Jennifer Carr acarr@mccarthy.com) All material herein © 2003-2024 Randall -Reilly All rights reserved. Page 1 of 1 M CAR 1 ! July 221h, 2025 3400 N central Expressway, Ste 500, Richardson, Tx 75080 972-991-5500 1 mccarthy.com City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Extra Work on Phase 1 Irrigation, Revision 1 Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter concerns CPN103270 Ray White Rd. and added scopes of work throughout phase 1 concerning irrigation. At several locations throughout phase 1, irrigation was encountered as a direct conflict. Throughout preconstruction, McCarthy identified irrigation conflicts at neighborhood entrances as a potential issue. The project team discussed performing irrigation work on an allowance basis, and described in the original October 2024 GMP, which identified an estimate $50,000 budget for irrigation throughout the project. McCarthy notified the City of Fort Worth of on -going efforts throughout the project during OEC meetings, as documented on 5/28/2025. The status of this allowance request reflects the work to date on irrigation through phase 1. The CMAR awarded to scope to the work category 1 contractor for performing irrigation relocation work on an as -needed basis, totaling to $8,006.49 in added cost of work to the CMAR, resulting in a total phase 1 allowance request for $8,569.07. Allowance Spend Itern cost of work Fee P&P Bond Total 6.25% 0.78% 2025.April.01-waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 202.5.April.01-Waterline Lowering atScheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 26,040.63 2025.Aprit.22 -Waterline Lowering at Hillside Church $ 39,955.00 $ 2,497.19 $ 310.27 $ 42,762.46 2025.May.13 -Waterline Lowering at Mirage $ 28,695.00 $ 1,793.44 $ 222.83 $ 30,711.27 Approved - Banks Fence Rental ROM $ 900.00 $ 56.25 $ 6.99 $ 963.24 Approved - Banks Fence Demo ROM $ 6,155.65 $ 384.73 $ 47.80 $ 6,588.18 Approved - Pinellas extra RCP due to Electric Line ROM $ 3,965.45 $ 247.84 $ 30.79 $ 4,244.08 Pending - Phase 1 Irrigation $ 8,006.49 $ 500.41 $ 62.17 $ 6,569.07 Total Allowance Draw Requests to Date $ 162,333.59 $ 10,145.85 $ 1,260.59 $ 173,740,03 Remaining $ 283,939.01 $ 19,854.15 $ 2,466.81 $ 306,259.97 A McCarthy Holdings, Inc. company Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2025 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda E=jtrhoda@mccarthy.com, John R h o d aDN: C=US, O="<cCarthy", CN=John Rhoda Date: 2025.07-22 14:45:30-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, tnc. company v o N N m n Im 0 0 20 C C y l .Q Q' g O O N ? S N -Oi n 01 7 S lO/ N f1 rt rt O (D pr C L 7 n C Q N O. 7 d S n m rt fD 0 1 0 to th to to to to to N I 100 V Ol t, O, ^ A I Q1 lD V 00dl N Ql O A N N 00 to A Ni O1LD V N A V il3r3l,; Ol Ul Lq 00 V W �PQ 00 00 N Vt A 00 Ql O m v 3 M � _ m ECY N r a m c O o to v* to ih to I to I to I to I to G) (D 3 O a N r -O (D (D N � n T O K O (D O 3 F 3 N 3 z v (D CD (D 00 I 2 r N A A 0 m N A 00 p Ln O o N A A to to to W N N 7D O 91 W cn V CP O W U, in to in to to A D1 r ICD (D � 3 a 0 � rt 0 rt D) 20 N to W A O C O V w F+ CD a cn A W in to to {n ih t/? t/1 {/1 '(/T D 3 r O FJ W Ol N N c l0 UI 00 UI ko 00 00 O m� N Un O p N 01 V A U1 m N U1 N U1 F� W W Ul 0 U1 O G J Seeding, LLC 1080 S Burleson Blvd Burleson, TX 76028 Bill To McCarthy Building Companies, Inc. 3400 N Central Expressway, Suite #500 Richardson, TX 75080 Invoice Date Invoice # 6/25/2025 23297 P.O. No. Terms Project McCarthy - Ray Whi... Description Qty Rate Amount Irrigation Repairs (9915 Ray White Rd) 1 4,128.56 4,128.56 Subtotal $4,128.56 Sales Tax (8.25%) $0.00 Total $4,128.56 Payments/Credits $0.00 Balance Due $4,128.56 Phone # Fax # E-mail Web Site 817-426-8284 888-761-2077 gjseeding@gmail.com gjseeding.com i 4 Q� r1 r I � r "----- --.a_.._ ---...__ ------.-.__'----- ------' "---" ' ....................... --""• --- ------ --- --` -------' ------ ------- --_..- - — rn N rn m ti N � rtai 11 I j w n r 4 i Ica ���nmoo ma 3g�a w �f IO 1j��OpfD@ NY '"'W ❑ �a n�N Rd3 '�� m m-, a_ m m� P�H n�°OEm m ca 2 Q c) 0 c) o � p W t" Q m 00oo �5 d d G d ❑ d 2 � L7 S ]0 3] 0 O R R N 0 4 R rP x C* 19 Go Go Aj lk tti; �t Y �� .. P � `• \ t .� v ;n11 ...s.Pv �3v, t �.i�Y�p^ �,��u�. a � pow 1 8 Ica 9 i'h 6� ZARTR Y December 1811, 2025 3400 N Central Expressway, Ste 500, Richardson, TX 75080 972-991-5500 1 mccarthy.com City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Driveway Changes to S131, S132, S135 on CPN 103270 Ray White Rd Dear Mrs. Ayala, This letter is regarding changes to CPN103270 Ray White Rd., detailing cost associated with directed changes. Changes to S131 include canceling work on 8/28/2025 for a schedule placement on 8/29/2025. Formwork and rebar was removed, the area was regraded, reformed, and rebar reinstalled. Concrete was placed on the driveway 9/10/2025. The total size of the driveway was reduced. Shifting the inlet south required the water service line be re -installed at S131. Changes to S132 include upsizing the driveway to 23' wide per City direction. The total size of the driveway was increased. Additionally, increasing the size of the driveway required the inlets (changed to open back inlets in RFI-10) A32 and A33 to both be shifted south. Changes to S135 include adding a tree removal required to install the driveway. Treenewal was the subcontractor utilized for the added work. An invoice from Treenewal is attached to substantiate the additional cost. Tree 43 required an additional tree removal permit process. The total size of the driveway was increased. This additional or changed work would represent a total additional cost of work to the CMAR of $25,694.67 resulting in a total draw request of $32,969.36 including CMAR fee, insurances, and bonds. This will add $19,829.67 to work category #2 and $5,500 to work category #4. CoFw's Total Allowances Available Item Cost of work RCCIP ResidualCOR P&P Bond Fee Total 1.362% 0.667% 0.78% 6.25% CoFw'sAllowances $ 437,381.53 $ 5,957.14 $ 2,917.33 $ 3,744.00 $ 30,000.00 $ 480,000.00 Allowance Spend Item Cost of work RCCIP ResiduatCOR P&P Bond Fee Total 1.362% 0.667% U13% 6.25% Pending - Driveway Changes SB1. SB2, SB5 $ 25,329.67 $ 3,694.40 $ 1,809.22 $ 196.70 $ 1.939.37 $ 32,969.36 Total Allowance Draw Requests to Date 1 $ 326,300.59 $ 4,237.31 $ 2,075.10 $ 2,533.86 $ 20,819.95 $ 355.966.82 Remainingl $ 111,080.94 1 $ 1,719.82 1 $ 842.23 1 $ 1,210.141 $ 9,180.05 1 $ 124,033.18 "Correct RCCIP and Residual COR, catchup for allowance spentto date Please confirm this allowance request is approved and has sufficient back-up attached. Sincerely, Digitally signed by John T. Rhoda John T. Rhoda CN n T Rhoda a@mccarthy.com, Date: 2025.12.18 15:48:47-06'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company Description of Work: Re -grade earthwork around area to fix cross slope at City's direction on SBS. Regrade and Widen SB2 after having it complete and ready to pour. Date: 9/29/2025 EQUIPMENT LABOR Description Reg. Hours O.T. Reg. Rate O.T. Amount Description Days Rate Amount Truck- Ford F250 Crew Truck 1 $ 69.60 $ 69.60 Foreman 8 2 $ 30.17 $ 45.25 $ 331.83 Skidsteer- Takeuchi TL12 2 $ 779.10 $ 1,558.20 Operator 2 23 8 $ 28.65 $ 42.98 $ 1,002.92 Loader - CAT 938 2 $ 329.64 $ 659.28 Operator 14 2 $ 26.75 $ 40.13 $ 454.75 $ $ $ - $ $ $ $ S S - 5- $ S S $ S $ Subtotal 15% Equipment Markup: Total Equipment: $ 2,287.08 $ 343.06 1 $ 2,630.14 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 1,789.50 $ 984.23 $ 3;189.78 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount - TreeNewal - Remove tree 43 1.00 LS $ 3,615.55 $ 3,615.55 $ $ - S - S - 5 - $ - $ - 5 - $ - S - 5 Subtotal, $ - 15% Material Markup: $ - Total Material: $ - Subtotal 15% Subcont. Markup: Total Subcontractor: $ 3,615.55 $ 542.33 $ 4,157.88 Change Order Request (COR) #: Additive to Work Category #2 for Concrete Paving Equipment: Material: Subtotal Costs: OH & Profit Markup Included in Each Category Bond: Total This Sheet: 3,189.78 2,630.14 $ 4,157.88 $ 9,977.81 1.00% $ 99.78 $ 10,077.59 Invoice Date Sep 12, 2025 Due Date Invoice # Sep 12, 2025 Ilk Contact Information 38312-1 Client: McCarthy Building Companies Client (214) 793- Phone: 9437 Client 12001 North Central Add. Info: Suite 400 Client Address: Expressway, Dallas, TX 75243 Email: Project 9855 Ray White Road, Fort Address: Worth, TX 76244 Add. Info: Suite 400 job Site Miles Houser Contact: i Invoice IR Details DESCRIPTION 6.15 Tree Removal Tree Removal 1 each 26'' Post Oak Front Yard: -Remove specified tree -Follow all ANSI safety standards and take extreme care when removing pieces that could damage any surrounding targets/structures -Remove all created debris from job site 6.16 Stump Grinding Stump Grinding: Front Yard: 1 each 60' Stump -Grind stump 14 to 16" below grade. -Remove wood chips from the job site TREE EWAL Nultunna Trees 8 Plants (817) 329-2450 mmhouser@mccarthy.com PRICE $ 2,500.00 $ 840.00 ** Note If the customer has irrigation or low -voltage wiring around the tree. It is the customer's responsibility to let us know. However, TreeNewal is not responsible for covered underground pipes or electrical lines. (please read the terms and conditions of this estimate.) Subtotal: $ 3,340.00 state tax 8.25%: $ 275.55 Total: $ 3,615.55 Balance due: $ 3,615.55 Thank you for your business and allowing us to be part of your Sustainable Tree Care! PAYMENT TERMS: Payment is due upon the date of completion of TreeNewal, LLC services. Unpaid balances will incur finance charges of 3% until balance is paid in full. Initial finance charges will incur after 10 days of unpaid balance and incur every 10 days thereafter until balance is paid in full. All services are subject to the appropriate sales tax. If tax exempt, please email either a signed Tax Exemption Certificate or a Resale Certificate to info treenewal.com A 50% down payment may be required prior to the start of any job that requires the purchase of job specific materials. Due to our guarantee of services performed, it is specifically understood and agreed upon that no warranty work will be performed until all outstanding amounts owed to TreeNewal, LLC have been paid in full by the customer. FORMS OF PAYMENT: Credit Card online (If paying by credit or debit card, there is a 3% processing charge applied to the total invoice for all services.) ACH electronic bank and credit union transfer. PayPal (Please send funds using the "Friends and Family" option to the TreeNewal account using the email address d.gaona@treenewal.com. Be sure to include the Invoice number and your first and last name in the message/notes section.) Check (Payable to: TreeNewal, LLC. Please give the check to the Lead Crew Member on -site. Or, mail to: 1712 FM 407 Argyle, TX 76226) Cash (Please give the cash to the Lead Crew Member on -site and Call, Text or Email advising of Cash payment to: Kimberly Hill at 817- 946-0389 or k.hill@treenewal.com) 1712 FM 407 East, Argyle, TX 76226 • (817) 329-2450 • www.TreeNewal.com • info@treenewal.com Description of Work: Loss of production due to canceled placement on 5131 (12 hour notoce from city) Date: 9/29/2025 EQUIPMENT LABOR Description Days Rate Amount Description Hours Rate Amount. Reg. O.T. Reg. O.T.. Truck- Ford F250 Crew Truck 1 $ 69.60 $ 69.60 Foreman 8 2 $ 30.17 $ 45.25 $ 331.83 $ - Carpenterl 16 4 $ 25.18 $ 37.77 $ 553.93 $ - Carpenter 16 4 $ 27.08 $ 40.63 $ 595.83 $ - Carpenter 16 8 $ 28.99 $ 43.48 $ 811.67 $ - Concrete Finisher 8 2 $ 24.93 $ 37.39 $ 274.21 $ - Laborer 8 2 $ 20.63 $ 30.94 $ 226.88 $ $ $ $ $ $ $ $ $ $ $ $ $ $ Subtotal 15% Equipment Markup: Total Equipment: $ 69.60 $ 10.44 $ 80.04 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 2,794.35 $ 1,536.89 $ 4,980.93 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount Subtotals $ - 1591. Material Markup: $ - Total Material: $ - Subtotal 15% Subcont. Markup: Total Subcontractor: $ - $ - $ - Labor: $ 4,980.93 Change Order Request (COR) #: Equipment: $ 80.04 Material: $ - Additive to Work Category #2 for Concrete Paving Subcontractor: $ Subtotal Costs: $ 5,060.97 OH & Profit Markup Included in Each Category Bond: 1.00% $ 50.61 Total This Sheet: $ 5,111.58 Description of Work: Remove Formwork, reset formwork Date: 9/29/2025 EQUIPMENT LABOR Description Days Rate Amount. Description Hours Rate Amount Reg. O.T. Reg, O.T. Truck - Ford F250Crew Truck 1 $ 69.60 $ 69.60 Foreman 8 2 $30.17 $ 45.25 $ 331.83 $. - Carpenterl 16 4 $ 25.18 $ 37.77 $ 553.93 $ - Carpenter 16 4 $ 27.08 $ 40.63 $ 595.83 $ - Carpenter 16 8 $ 28.99 $ 43.48 $ 811.67 $ - Concrete Finisher 8. 2 $ 24.93 $ 37.39 $ 274.21 $ - Laborer 8 2 $ 20.63 $ 30.94 $ 226.88 $ $ $ $ $ $ $ $ Subtotal 15% Equipment Markup: Total Equipment: $ 69.60 $ 10.44 $ 80.04 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 2,794.35 $ 1,536.89 $ 4,980.93 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UQM Rate Amount Credit - Less Concrete in 5131 (15.08) CY $ 157.00 $ (2,368.08) $ - Added Concrete5B2 12.1 CY $ 157.00 $ 1,899.70 $ - Added Concrete SB5 0.4CY $ 157.00 $ 62.80 $ - Added Formwork $ $ $ $ $ $ $ $ Subtotal 15% Material Markup: Total Material: $ (405.58) $ (60.84) $ (466.42) Subtotal 15% Subcont. Markup: Total subcontractor: $ - $ - $ - Change Order Request (COR) #: Additive to Work Category #2 for Concrete Paving SU 4,980.93 80.04 total Costs: $ 4,594.55 & Profit Markup Included in Each Category id: 1.00% $ 45.95 I This Sheet: KLUTZ CONSTRUCTION, L.L.C. P.O. BOX 185 KENNEDALE, TEXAS 76060 office (817) 561-5591 EMAIL: Charlie@klutzconstruction.com NCTRCA & TXDOT CERTIFIED D.B.E. NCTRCA & TXDOT CERTIFIED D.B.E. RAY WHITE ROAD PAVING, INLETS, MISC. FORT WORTH, TEXAS CHANGE ORDER 6 BID: THURSDAY, OCTOBER 3, 2024 2:00 PM OCTOBER 26, 2025 ITEM I DESCRIPTION I UNIT QUANTI BID I TOTAL CHANGE ORDER 6 RELOCATE WATER SERV, MAJOR MANH ADJUSTMENT, INLET REMOVAL 1 RELOC WATER SERVICE FOR INLEI EA 1.00 5500.00 5500.00 at Driveway SB1 (9805 Ray White RD) TOTAL 5500.00 SPECIAL NOTES 1 ADD 5 CALENDAR DAYS TO KLUTZ PROJECT TIME. 2 ITEM 1 IS WHERE THE WATER SERVICE WAS INSTALLED PER THE PLANS AND THE WATER METER WAS SET BEHIND THE CURB. THE PROPOSED DROP INLET AT LATERAL A-34 AT STATION 0+28 HAS CHANGE TO A OPEN BACK INLET, SO NOW THE SERVICE AND METER BOX NEED TO BE RELOCATED TO BEHIND THE OPEN BACK INLET. Additive to Work Category #4 Water/Sewer Rhoda, John From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Wednesday, October 29, 2025 9:17 AM To: Rhoda, John; Ayala, Alejandra; Alves, Andre; Gonzalez, Jonathan Cc: troy.gardner@fortworthtexas.gov; ariel.duarte@fortworthtexas.gov; Hayes, Charles A; Horton, Cody S Subject: RE: Follow -Up on Sidewalk Inlet at Shafer's 9813 Ray White Rd John, Thank you for the information. Regards Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringramCcOburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS &MSDONNELL. 012RUDExplore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Tuesday, October 28, 2025 11:56 AM To: Ingram, Dennis R <dringram@burnsmcd.com>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov>; Alves, Andre <Andre.aIves @fortworthtexas.gov>; Gonzalez, Jonathan<Jonathan.Gonzalez@McCarthy.com> Cc: troy.gardner@fortworthtexas.gov; ariel.duarte@fortworthtexas.gov; Hayes, Charles A <charles.hayes@fortworthtexas.gov>; Horton, Cody S<cody.horton@fortworthtexas.gov> Subject: Re: Follow -Up on Sidewalk Inlet at Shafer's 9813 Ray White Rd Dennis, Please find attached as -built survey data from the 2 driveways. Thanks, John From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Monday, October 27, 2025 11:03 AM To: Rhoda, John <JTRhoda@mccarthy.com>; Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.gov>; Alves, Andre <Andre.alves@fortworthtexas.gov>; Gonzalez, Jonathan<Jonathan.Gonzalez@McCarthy.com> Cc:.troy.gardner@fortworthtexas.gov <troy.gardner@fortworthtexas.gov>; ariel.duarte@fortworthtexas.gov <ariel.duarte@fortworthtexas.gov>; Hayes, Charles A <chades. haves @fo rtworthtexas.gov>; Horton, Cody S <cody.horton@fortworthtexas.gov> Subject: RE: Follow -Up on Sidewalk Inlet at Shafer's 9813 Ray White Rd John, Let me know the dimensions (width and radius) of the revised driveways, circled in the screen shot. 1 - i I I I LAY A33 I cn REPLACE THE PRPOSED DR INLET WITH THE OPEN -BACK INLET r D bIE curbh a REMOVE SIDEWALK CURB N WALL & REPLACE DROP INLET WITH 20' CURS INLET I AD A ro p WITH 12" APRON 1 I 1 1 1 TEMPORARY 1 � CONSTRUCTION ; i EASEMENT I I , I r1 c � 1 I � 1 I 1 I I 1 i I � I 1 l 1 I , , REPLA+CIETHE PRPOS€D DROP IN � q Wf 1H THE OPEN -BACK INLET. LAT Asa REMOVE SID ALK CURB WALL & REP CE DROP INLET WITH 1 CURB INLET WITH 12`AP N I I a •w r..+w I TEMPORAR CONSTRUCT I I ADA Ramp R Thank you Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 2 O 469-659-7199 1 M 214-336-55601 E dringram(@burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS �&MSDONNELL, 013000 Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Friday, October 17, 2025 11:12 AM To: Ingram, Dennis R <dringram@burnsmcd.com>; Ayala, Alejandra <Alehand ra.Ayala@fortworthtexas.gov>; Alves, Andre <Andre.alves@fortworthtexas.gov>; Gonzalez, Jonathan<Jonathan.Gonzalez@McCarthy.com> Cc: troy.gardner@fortworthtexas.gov; ariel.duarte@fortworthtexas.gov; Hayes, Charles A <charles. haves @fortworthtexas.gov>; Horton, Cody S<cody.horton@fortworthtexas.gov> Subject: Re: Follow -Up on Sidewalk Inlet at Shafer's 9813 Ray White Rd Dennis, Please find attached markup on the sheets received in RFI #10 changing the inlets from area inlets to open back inlets. The main issue we're trying to avoid is ADA issues relative to section 406 of the 2012 accessibility standards caused by the change in RFI 10 and the added/altered configuration of driveways S131 &2. We believe we need to keep the inlet top low to act as the ADA landing, and have any sidewalk ramps either before or after the inlet. We're open to other ideas, we're just trying to make sure we don't have an ADA RAS issues later. Thankyou, John Rhoda Project Manager I Southern Civil McCarthy Building Companies, Inc. m 208.971.7049 1 mccarthy.com in f V JON R9 From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Thursday, October 16, 2025 5:06 PM To: Rhoda, John <JTRhoda@mccarthy.com>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov>; Alves, Andre <Andre.aIves @fortworthtexas.gov>; Velez, Alejandro <MVelezRodriguez@mccarthy.com>; Gonzalez, Jonathan<Jonathan.Gonzalez@McCarthy.com> Cc: Hanna, Jon <JJHanna@mccarthy.com>; sani.angeles@fortworthtexas.gov<sani.angeles@fortworthtexas.gov>; troy.gardner@fortworthtexas.gov <troy.gardner@fortworthtexas.gov>; ariel.duarte@fortworthtexas.gov<ariel.duarte@fortworthtexas.gov> Subject: Follow -Up on Sidewalk Inlet at Shafer's 9813 Ray White Rd John, Yesterday during the weekly project meeting we discussed possible modifications to the sidewalk/curb inlet at the Shafer's (9813 Ray White Rd). I requested markups associated with the driveway construction to help us revise the inlet, if needed. I'm following up and requesting information/markup to me understand what has changed and any required updates. SDASTA AO•@E�T IFTA71 STA4.11 T@ -i 1cFWsm�4aEses3EAcufers.Ei ATAv65Ao•mto � RHA 9TA 11i+i2 N. 24T1 '2C@�'64'4WE - — I M111 I'll xi6TA1i f1d A - "T211FL— '— SPA su.]Ndiy. uT,INST40.TIRI - .._— 96A STA 11• - 9 lATA99 aTA @•W @I SMALIL - NYSTAi� p�STA{A i 1.YGNFlfG 9C CUMMET :ri: 'CGFWSNS 1N• 1-ii'r1/'W'wYF. REFER70 SMEET201 FOR DETAILS fCFay i0 @@ 1AT4312YPCP TF•TQM FIWtl STA 12@. JLL LAT ALI STAN 3"STAN54 W. T'41@AY _E !Q$T@A11. RR$TATMM7.M7p uPP. 3240. M9TALL. E.3 N3.',p9 tJi@pFEp JI CiEta pAET M•7DIV U, 7, t.CM STD A"SI AwrlID"18Wt FA T09YIEET @@OFp{pETA49 E•@3L5.4(N.13 jC. TIIP.7"51 RPYF S'A.113r31 17M TRUAT.7A@@t - FMT@1IL10.M(S Jf NlYiR S1A 110.1712. VIM E•2 IM MI21 H: T,tl.4T3Y 17 F3]Ai.1119i Everyone, There have been a few changes to project staffing, so I may have overlooked some of the new people. Please forward this email to them. Thankyou Dennis R. Ingram, PE 4 Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringram(a)burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 .BURNS �&MSDONNELL 0113000 Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX -----Original Appointment ----- From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Thursday, March 6, 2025 11:28 AM To: Rhoda, John; Ayala, Alejandra; Alves, Andre; Velez, Alejandro; Gonzalez, Jonathan Cc: Hanna, Jon; Ingram, Dennis R; Maksymicz, Haley; Brad Hutchison; shawni@statesiderow.com; rani.angeles@fortworthtexas.gov; troy.gardner@fortworthtexas.gov; ariel.duarte@fortworthtexas.eov Subject: Ray White Rd OEC Meeting When: Wednesday, October 15, 2025 9:00 AM-10:00 AM (UTC-06:00) Central Time (US & Canada). Where: Microsoft Teams Meeting Hello All, Please find attached invite for a weekly Owner/Engineer/Contractor (OEC) meeting regarding CPN 103270 Ray White Rd. This will be a TEAMS call until we have our office set-up. Below is an agenda, which we may add or subtract from as we progress through the project Safety 2. Quality 1. Safety Moment 2. Project Status 1. Open Items 2. Project Status 3. Construction 1. Open Items 2. Project Status 3. Schedule 4. Public Information / Coordiantion 4. Submittals 5. RFIs 1. Open Items 2. Project Status 1. Open Items 2. Project Status 6. Accounting 1. Open Items 2. Project Status 7. Action Items Microsoft Teams Need help? Join the meetinq now Meeting ID: 256 812 337 041 Passcode: Ak6wA6gY Dial in by phone +1 636-251-6401„152302314# United States, Foristell 6 Find a local number Phone conference ID: 152 302 314# Join on a video conferencing device Tenant key: 235457878@t.plcm.vc Video ID: 111 061 218 4 More info For organizers: Meeting options Reset dial -in PIN *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Rhoda, John From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Friday, September 26, 2025 11:19 AM To: Rhoda, John Cc: Shawn Jackson; Horton, Cody S; Ayala, Alejandra; Liebl, Patrick Subject: RE: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 John, Thank you for the follow up and update regarding the process for any additional driveway. Regards Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringram(cOburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS &MSDOIr HELL. 8113MODExplore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Friday, September 26, 2025 11:12 AM To: Ingram, Dennis R <dringram@burnsmcd.com> Cc: Shawn Jackson <shawnj@statesiderow.com>; Horton, Cody S <cody.horton@fortworthtexas.gov>; Ayala, Alejandra <alejandra.ayala@fortworthtexas.gov>; Liebl, Patrick <PJLiebl@mccarthy.com> Subject: Re: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Hey All, We met and walked the site, and all agreed that any additional driveway width would need to go through the city as a new curb cut permit and is outside of the scope of the project. We widened the driveway to match the width of the concrete driveway that was existing. CCed Alex Ayala and Cody Horton here, I believe Manny Neito with the city was also on -site the day we walked this area 9/11/2025. Driveway apron cannot be widened as the driveway has already been placed. Thanks, John From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Friday, September 26, 2025 10:58 AM To: Rhoda, John <itrhoda@mccarthy.com> Cc: Shawn Jackson <shawni@statesiderow.com> Subject: FW: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Hi John, I received the below photo from Shawn showing the constructed driveway at 9855 Ray White Rd. The property owner is asking (Shawn) if he cut back and widen the driveway so that he can provide access to the back of the house. Based on the photo, it appears that the driveway apron needs to be widened so that the property owner can install gravel to access the back of the house. We discussed constructing the driveway and leaving the leaving 10-ft for the property owner to use to place gravel to provide access the back of the house. However. I don't know if what was constructed matches the layout below drawing with the 10-ft wide area. Let me know if the driveway apron can be widened. PI Thank you Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringram(@burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS &MSDO►NNELL. amanoExplore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure *Registered in TX 3 From: Ingram, Dennis R <drineram@burnsmcd.com> Sent: Thursday, September 11, 2025 5:06:30 PM To: Rhoda, John <itrhoda@mccarthy.com>; Ayala, Alejandra <AleRand ra.Ayala@fortworthtexas.gov> Cc: Maksymicz, Haley <hmaksymicz@burnsmcd.com>; Shawn Jackson <shawni@statesiderow.com> Subject: FW: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Alex and John Shawn followed up with the property owner earlier today and updated him that we will widen the driveway apron to accommodate placement of (10-ft) gravel by the property owner to access the back of the house. Shawn also updated the property owner that there is an existing tree (post oak) that is in the gravel (turquoise) area that will need to be removed by the property owner. Shawn has not yet heard back from the property owner. ' .fit ' ` , •'.• 's ... -JAW ` *. f. C Thankyou Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E clringramCcOburnsmccl.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURINS &MSDOHNNELL 0113MODExplore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX From: Ingram, Dennis R Sent: Wednesday, September 10, 2025 1:36 PM To: Shawn Jackson <shawni@statesiderow.com> Subject: RE: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Thankyou Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 0469-659-7199 1 M 214-336-55601 E dringram()burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNC &MEDONNELL, HMEUDExplore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure *Registered in TX From: Shawn Jackson <shawni@statesiderow.com> Sent: Wednesday, September 10, 2025 12:33 PM To: Ingram, Dennis R <drineram@burnsmcd.com> Subject: Re: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Ok, I'm out in the field but will try and get back to my computer before the call. We have another problem with Schafer IT tell you about as well. 7 Shawn Jackson Stateside Right of Way 817-521-0125 From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Wednesday, September 10, 2025 12:16:50 PM To: Shawn Jackson <shawni@statesiderow.com> Subject: RE: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Shawn, Thank you. I will schedule a quick call for 3pm this afternoon. I'm sure that I have a copy of the agreement, but it would save me time if you provided me a copy so that I can review the language so we can discuss options to adjust the driveway to meet their concerns. Thankyou Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 0469-659-7199 1 M 214-336-55601 E dringram()burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS &MSDOifw HELL® 00000 Explore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure *Registered in TX 8 From: Shawn Jackson <shawn0statesiderow.com> Sent: Wednesday, September 10, 2025 10:19 AM To: Ingram, Dennis R <dringram@burnsmcd.com> Subject: Re: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Yes sir, we just need to push the approach down a little. Shawn Jackson Stateside Right of Way 817-521-0125 From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Wednesday, September 10, 2025 9:55:50 AM To: Shawn Jackson <shawni@statesiderow.com> Subject: FW: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Hi Shawn, I'm following up on your (below) email to John regarding tree removal and driveway construction at 9855 Ray White Rd. You noted that the city agreed to place the driveway to go around the house. However, I was not aware of this agreement, so we designed the driveway to be placed at its current location. Do you have time today for a call to discuss the ROW/Easement agreement. Thankyou Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringram(@burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS 1% IMSDONNELL, ®� Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX From: Ingram, Dennis R Sent: Wednesday, September 10, 2025 8:56 AM To: Rhoda, John <JTRhoda@mccarthy.com>; Ayala, Alejandra<aleiandra.ayala@fortworthtexas.eov> Subject: RE: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 John, The proposed driveway is in the existing location. There is a proposed inlet located at the north property Line, and it does not appear possible to construct a driveway further north that would provide access to go around the house. I will review the ROW agreement and let's discuss during the call. Thank you Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringram(a)burnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS &MGDONHELL. MEME00Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX 10 From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Tuesday, September 9, 2025 9:41 AM To: Ayala, Alejandra<aleiandra.avala@fortworthtexas.gov>; Ingram, Dennis R <dringram@burnsmcd.com> Subject: Fw: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Alex, We're getting a quote for this additional tree removal, which we'll present to you as an allowance draw request. We'd like to get approval on it via email before we do the work, and lump all driveway changes into one allowance draw request. Dennis, Please review Shawn's comments about driveway SB5 at 9855 Ray White. Please let us know imminently if any layouts need to change based on the row agreements as we're planning on pouring SB5 this week. Thankyou, John From: Shawn Jackson <shawn0@statesiderow.com> Sent: Monday, September 8, 2025 3:26 PM To: Rhoda, John <JTRhoda@mccarthy.com> Cc: Liebl, Patrick <PJLiebl@mccarthy.com>; Horton, Cody S<cody.horton@fortworthtexas.gov>; Ayala, Alejandra <alemandra.ayala@fortworthtexas.gov> Subject: Re: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 John, He is fine with removing the tree but I'm not sure the driveway is in the right location. It needs to be pushed north towards the property line so he can go around the house and park in the backyard. I can't tell by your plan sheet if that is the right location. This was part of what the city agreed to while we were negotiating the property acquisition. Call my cell if you have any questions. 11 Shawn Jackson, R/W-NAC Stateside Right of Way Services Office 817.369.3191 1 Cell 817.521.0125 From: Rhoda, John <1TRhoda@mccarthy.com> Sent: Monday, September 08, 2025 8:06 AM To: Shawn Jackson <shawni@statesiderow.com> Cc: Liebl, Patrick <PJLiebl@mccarthy.com>; Horton, Cody S<cody.horton@fortworthtexas.gov>; Ayala, Alejandra<aleiandra.avala@fortworthtexas.gov> Subject: Fw: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Shawn, Could you help get in touch with the homeowner of 9855 Ray White rd regarding another tree we'll need to remove in their front yard? We're just trying to get the permit application to the city for approval to remove the tree, and ensure they approve of the tree removal. 12 MC AO CONSULTING, LL(s 79C KELLER f''KWY SUITE 11 t LULL t, TX 762- C. C. F. No. D22026962` i G. R. T. C. i 0R55, RAY WH1 T F FF" TREE TO BE PRESERVED. SEE REMOVAL PLANS PROP SIDEWALK thanks, John CL DRWY SB5 i - MATCH E I DRWY SB TEM E M -PROP R01 -� P From: Liebl, Patrick <PJLiebl@mccarthy.com> Sent: Wednesday, September 3, 2025 2:59 PM To: Ayala, Alejandra<alejandra.ayala@fortworthtexas.gov>; Horton, Cody S <cody.horton@fortworthtexas.gov> Cc: Rhoda, John <1TRhoda@mccarthy.com> Subject: Tree 43 Removal at 9855 Ray White Rd, Fort Worth, TX 76244 Good afternoon, I've made several attempts today, but unfortunately, I haven't been able to get anyone to answer the door at 9855 Ray White Rd, Fort Worth, TX 76244. I've completed the permit and attached it for your review. The homeowner's information has been left blank, as I've been unable to reach them. Any 13 assistance in obtaining that information would be greatly appreciated, as we're eager to move this forward as quickly as possible. Thank you again for your time and support. Please let me know if you have any questions or need anything further. Respectfully, Patrick Liebl Project Superintendent 11 Southern Region M 940.514.5888 McCarthy Building Companies, Inc. 3400 N Central Expy Ste 500 1 Richardson, TX 75080 mccarthy.com I Linkedln I Twitter I Facebook *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 14 *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. If you received this e-mail in error and are not the intended recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 15 Rhoda, John From: Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Sent: Tuesday, September 9, 2025 6:02 PM To: Rhoda, John Subject: RE: Driveway S131 at 9805 Ray White Rd John, That is correct. Regrading, reforming, and redoing the rebar has a value greater than 3 feet. I have explained to Mrs. Alves that the form work will not include the 3 feet she is questioning. K&n& 2eg"d ,, AL A (A Lew) Aye PE Sr. Project Manager I TPW — Capital Delivery 0: 817-392-8883 1 C: 682-201-9106 AlQian dra.A yala(afortworthtexas, gov How am I doing? Please contact my supervisor. raul.lopez(a)fortworthtexas.gov From: Rhoda, John <JTRhoda@mccarthy.com> Sent: Tuesday, September 9, 2025 11:03 AM To: Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Subject: Driveway S131 at 9805 Ray White Rd Hello Alex, Wanted to document the final direction on driveway SB1. Based on our conversation this morning, McCarthy will place the driveway as -is, and not extend the driveway approximately 3 ft further west. We'll compile all driveway changes as submit as one packaged allowance request. Thank you, John Rhoda Project Manager Southern M 208-971-7049 McCarthy Building Companies, Inc. 3400 N. Central Expressway, Richardson, TX 75082 mccarthy.com I Linkedln I Twitter I Facebook Take Pride in Safety *** This electronic mail message, including attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents of this information, is prohibited. recipient, F destroy all If you received this e-mail in error and are not the intended lease notify me immediately by telephone or reply e-mail and copies of the original message. *** CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 1 WARTRY 11 /04/2025 3400 N Central Expressway, Ste 500, Richardson, Tx 75080 972-991-5500 1 mccarthy.cam City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Drainage Changes to RAB, Demolish & Replace curb Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter is regarding CPN103270 Ray White Rd. RFI-22 identified a ponding issue identified outside of the project limits, directing water onto the roadway which in turn is ponding in the new pavement. The plan and profile confirm there is a designed low spot in this location. McCarthy proposes addressing the drainage issue by demolishing several feet of existing curb, and placing a curb cut similar to local frontage roads to allow any surface water from the road to drain into the adjacent area inlet. Additionally, McCarthy will regrade the ditch on the southern right of way to establish better flow. Lastly, the City has requested pricing on adding stamped colored concrete to the infill area between the road, flume, and area inlet apron. This additional or changed work would represent a total additional cost of work to the CMAR of $2,518.75 resulting in a total draw request of $2,751.25 including CMAR fee, insurances, and bonds. CoFW's TotaLALLowances AvaiLabLe Item Cast of Work RCCIP ResiduaL COR P&P Bond Fee TotaL 1,362-% 0.667;1. 0,78% 6,251'a CoFW's ALLowances 437,381.53 $ 5,957.14 $ 2,917.33 $ 3,744.00 $ 30,000.00 480,000.00 Atlowance Spend Item Cost of Work RCCIP Residual COR P&P Bond Fee TotaL 1.3621. 0.6671,E 0.78;•� 6,25;1.. Pending - ,additional Light Pales at Pinellas & Sal 21,057.00 4 286.80 8 14 .45 1&S,52 1.352.99 S 10.00-175 Pending - Signal Pull Boxes change to Type D It 1,879.00 S 25.59 S 12•5•:5 14.59 S 12C, j,:. S "52.5 Dendin.g- Drainages Changes atROundabOLF 2.513.75 8 34.31 :S J. 1-1. S ID. 5E 161 _•4 751.2 Pending- Added RetainingWaRatTraffic'Signil 6 4300.00 6.5,3E S 0.2."0" 7 3 ;8,42 F 24 Tota L ALLowance Draw Requests to Elate :$ 291364,00 412.07 201.80 2,262.56 18,263.30 $ 296,184.41 Remainingl $ 146,017.53 $5,545.07 2,715.54 1.481.44 $ 11,736.70 183,815.59 Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2025 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda John R h o d a ON" cCadhy", CN J ohh Rhoday com, Date: 2025.11.04 10:24:03-06'00' John Rhoda Project Manager am McCarthy Building Companies, Inc. A McCarthy Holdings,lne. company 7 m On n S n m m O n O 01� (D O Q rD x (D c rD Fl O 1/1, t/f Vn ID S O U'I A A J W 0O A W V V 0O LJn A 00 O unn J n c n v c c v D N s O .'O O m y n O r O 7 Ol 0- m A d � Uri o o D o in LO m j0 r n n � C r O O M Ln 0) c Lrl A J (D p O O Ul O ll'I O D 3 A W F N O W Ln 00 V V O Ln O V N Ln V c O rt Q O O O U'I Ln 00 O O O O A rr O 7 c O O Z A z N 7 � Ul 0 C O O d � cr C 0 �O O � O (p y Ol c p c O o 01 iA t/F to t/t• i/F t/t• to D 3 c � n � m c O < Q T �+ O m T N O Q n U1 T a (7 > Ln W % O r 00 X � N n L M A m z O � F+ v O N m 3 C .. c A m v O' m01 00 lD � rt l0 In lO (D m ill Q Q Q t/f t/f t/>• t/F ih to t4 1M1 ih V/ to 1/1 D 3 V A O F-� to IliOl 00 m c 'AW A to U'I ID M LO m W 0) Ul Ul O O O O O y N N -n O y T O vm 6 6 a m 7 m 7 (D 3 6 cu K N 3 � -o N NLn 7 F 7 O 7 r C CD 0 00 W W F+ 00 W F-+ = r O W c O z O U1 Ul r O 6 o� N TIQ O O N N N W N N W 70 O (n V O O m O m F+ O I -A m J I -A �m W 00 00 V LO Ul J th 1^ 1^ 1M1 th 1^ 1^ t/F Do 00 m m 7 O O 2) M � j2o N y T 6 W W a O O o o w w m d A A t/1 vi• t/F 'i/F 'L4 t/F tn- 'L4 '(n• 'V/ t/F t/F D o W A V N Ilic W I -A w IQV m W Ili 00 W D 0O W F-• Ol U1 P O 91 O O V N N 00 A Ul V 00 Ul J v o N N m n O cr" ai O (D N n o a=ri -GrQ o (D D°0o 0) . rt � D 0 W O � rt � 0 3 O O_ (D d � O C D O_ O_ Cl c v D Q O_ N a 3 a CD a (7 O O O 0 O 7 n (D 7 0 O N m FORT FORTH:., 18 RFI (RFI) - 22 Project: 103270- Ray White Rd South Project Number: 103270 Process RFI - 22 Overall Due Date: 09.08.2025 06:00 PM Document: Current Workflow Contractor Review Step Due Date: Step: Subject: RFI 22 - Drainage at Southwest Corner of Roundabout Status: Received General Information Question: Priority: 1. At WYND STA 8+71.00 and RWR STA 141+00.00, the southwest corner of the ponding water at the tie-in. The design documents show a low -point at the tie-in. McCarthy proposes installing a scupper or curb cut at this location to drain the water to the area inlet. Please supply any details if there is a city approved detail preferred. Additional flume beyond the scupper is dependent on item #2 listed below. 2. Per conversation with the City of Fort Worth, in this same area, there were discussions regarding the small area between the flume and the roadway, as highlighted in red in the attached RFI. Please clarify if any scope is to be added in this location to eliminate a maintenance issue. As discussed at the 8/20 OEC, there is potential for concrete riprap, stamped colored concrete, or decomposed granite similar to the roundabout. Medium Is there a Potential Cost Impact?: No Estimated Cost ($): If yes was selected, please indicate the estimated cost by entering a whole number. Is there a Potential Schedule Impact?: No Estimated If yes was selected, please indicate the estimated number of days. Schedule Impact: Plan Sheet Number: 123 Specification Section: Division 3 Proposed Solution: 1. Please confirm if the proposed scupper or curb cut is acceptable and provide the required detail. 2. Please confirm the required material and finish for the area between the BOC and Flume. Date Submitted: 09.03.2025 Final Response Final Response: Updated Plan Sheet: Click this button to initiate the Change Order Request process, if needed. Initiate Change «change Order Request>> Order Request?: Comments Dennis Ingram, Burns & McDonnell, 09.17.2025 9:28 AM 1. Concur that a curb cut is acceptable. A detail will be provided. 2. The location is outside of the RAB; therefore, concrete riprap will suffice. Files Attached: BMcD Response_RFI 22 - Drainage at Southwest Corner of Roundabout.pdf Alejandra Ayala, Fort Worth TPW, 09.16.2025 1:35 PM Please respond within 3 business days. Attached Documents File Name Attached By Date Attached Step RFI 22 - Drainage at Southwest Corner of Balestreri, Sam 09.03.2025 Start Roundabout.pdf (McCarthy Holdings, Inc.) BMcD Response_RFI 22 - Drainage at Ingram, Dennis 09,17.2025 Consultant Southwest Corner of Roundabout.pdf (Burns & Review/Revise McDonnell) O lE, 6/]/21124 P€NTA - 135563 R WN?E R PoMa Ja TIME: .i12 PN S . 1O USER: kdQ PWT PRNEA TXLOT_CDF-6W.Nt FI[f NAYf�.. XXX.XX (EX'. ELEV) - XXX.XX (PROP ELEV) O O" cn W < (D aCD m�ai 1 719.52 3 I m � W a I 0 N O 719.29 I I I I 719.05 I I 718.84 I 718.63 I I I _ ^w _ ___________ -.-_--_- -------------- 718.44 I I ' 718.23 y as s o x>z 717.85 ^ ox I -yDO-- y _ D O � 717.65 Nz m o� n a _ 717.58 A. 717.53 717.65 717.50 0 w w I fcm �.. t 717.78 '. � 1 00 9 o� wa6-470 P 717.38 I - r� m r� „ _ m o� a v U• oN 717.39 - a y - i° N mI Ni .m amn 1° m a I a i a a r� ]IB. 19 - n o -�--VPT 9.55. 00 EL=718.25- �-�-� �-�------ oy � 6 � o o I nm I 1 718. 42 'PT 717.79 I \ \ a� a�m 09 o 719.20 I 1 - 718.57 / p b9'L6+6 tl1S HD1tlW I � o � O 718.43 i !n N O �z o�m o A z O zoo n O Z< D y zo `?M` .:....,. s'-�s zoo �$= z=� 0 1n < a•n - CA) A 1 A O O D NOD D z = m A m r m A O n0 Z z O o A Z m r��, i : 4 �" N.� ��{�sssaa _, :'N +sa m 9 N-.r omr o<r cog K z 9 o a_$ o s y T' $ - < (�'„ m ^ ; m Iz .. - .. r ' z r� m O _ z a zxl z D + O A D O O < C _-=r' > inmu,y Innis too O W n n' ois m� m z Oxo o ac N m cover -r2 :Orm-r-,*,ftZ pothole existing utilities/waterline MICARiHI! July 24th, 2025 3400 N Central Expressway, Ste 500, Richardson, TX 75080 972-991-5500 1 mccarthy.com City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Extension of Project Limits at Southern Terminus Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter is in regards to CPN103270 Ray White Rd. RFI-20 and RFI-21 altered the limits of the project, adding several panels of demolition and replacement at the southern end of the project. On June 18th, both RFIs were accepted and agreed to by the design team. A we discussed this topic in person on July 111h, please find attached pricing based on billing rates found on the work category contractor's monthly billing. Item Description Quantity UM Unit Price Amount 9 Break Concrete Driveway 104.33 Sy $ 6.42 $ 669.82 36 SPRD/MIX/CMPCT LIME 104.33 Sy $ 14.64 $ 1,527.44 37 BLUETOP LIME 104.33 Sy $ 0.82 $ 85.55 44 SET/REM PAVING FORM 48.00 LF $ 12.63 $ 606.24 46 F&I PAV EXP JT MAT 21.67 SF $ 21.33 $ 462.15 47 FURNISH REBAR 8.35 CW $ 153.02 $ 1,277.72 48 P-F-C HAND POUR 104.33 Sy $ 95.94 $ 10,009.74 50 DRILL & GROUT DOWELS 26.000 EA $ 21.24 $ 552.24 Total $ 15,190.90 This would represent a total additional cost of work to the CMAR of $15,190.90 resulting in a total draw request of $16,258.30 including CMAR fee and bonds. I A McCarthy Holdings, Inc. company AllowanceSpend Itern Cost of Work Fee P&P Bond Total Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2U25 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Digitally signed by John Rhoda John Rhoda ���xn� nxon����a John Rhoda Project Manage McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company k r I A McCarthy Holdings, Inc. company CC' 18 RFI (RFI) - 20 Project: 103270- Ray White Rd South Project Number: 103270 Process RFI - 20 Overall Due Date: 06.16.2025 06:OOPM Document: Current Workflow Finish Step Due Date: Step: Subject: Concrete Panel Replacement due to Waterline work at Mirage Status: Completed General Information Question: Priority: Please refer to Sheet 109 and attached photos. A section of the concrete panel was removed to access the waterline at Mirage as a part of the allowance approved on 05/15/25 - Allowance Draw Request for Waterline at Mirage Dr. The existing removal created an incomplete edge and compromised the panel's integrity, requiring complete removal and replacement of the entire concrete panel. This work was not included in the original allowance for the waterline adjustment. Medium Is there a Potential Cost Impact?: Yes Estimated Cost If yes was selected, please indicate the estimated cost by entering a whole number. Is there a Potential Schedule Impact?: No Estimated If yes was selected, please indicate the estimated number of days. Schedule Impact: Plan Sheet Number: 109 Specification Section: Division 3 Proposed Solution: Date Submitted: Final Response Final Response: Updated Plan Sheet: Initiate Change Order Request?: Comments We request an allowance to remove and replace the entire panel section at the saw cut joints to ensure quality and longevity of the proposed road. 06.06.2025 <<Change Order Request>> Dennis Ingram, Burns & McDonnell, 06.16.2025 4:39 PM BMcD agrees with the request to remove and replace the entire panel section at the saw cut joints to accommodate the waterline work at Mirage Alejandra Ayala, Fort Worth TPW, 06.11.2025 11:01 AM Please respond within 3 days. Attached Documents File Name Attached By Date Attached Step RFI 20 - Concrete Panel Replacement due Balestreri, Sam 06.06.2025 Start to Waterline work at Mirage.pdf (McCarthy Holdings, Inc.) WE, 6/]/2024 P€NTA - 135563 RA' WH?E R PoMa Ja TIME; A3 Y 66p(E Ipp USER: kd , PIDT Q .ER. TXLOT_CDF.6W.pl Fl(E NAVEv...VNIR-flMCDRLWY-PP{V.Wgn cl- 31 XXX.XX (EX'. ELEV) - N XXX.XX (PROP ELEV) CC c:, G � w c� m m i m , _ , , CD (D I mo - I UT CD I.CD 3 - , ., — ---------- ------ - I I j a$as ------------------- —.....--- _ , m I I� m o t 0 732.53 -_-_ ---------`-------------- I_________, --- --------- ^. $.' OT I00•oo.0 o i oA o l 9mp 732.53 ' I i 90 az m ..._._.__. .__._._.._:..__._._--...............r---------- . . . II _ uy, �732.54 my 4 W+o Do D$ 732.59 I om �m nx m I a I 11 _ — _ �y OOOt 00 3A ltl—O 39tlalV1 � 732.73 N 0 - � ..... .. ....... .. .. ....... ;� ns x D a r D 732.91 zo o moA I m 2 ao i- '• 'nz mo 733.07 c n _ n z ;<m oN - o 09 x 733.21 I I N ae%; ^' "^ I m I z m N 733.35 __ o MATCHLINE STA 102+00.00, MATCHLINE STA 10 +00.0 Q7 n m m 3 =3a (D O v,,m cA w 7 ,. ................ .. .. --------------------------------- w w 0 o o = x i CCL o WC w m I _ = c m m mm 7 m m 8 4 3 m 0 m v 0 A v,Zj y OZ .\_� Ny is ZIA C) c, D D D z = m A o r Z m z A O A m ice" A r :...,.., 1I to �21 �� ��{�ssssa3 M1'(t.`' '! rA a ��D Om> cog noz o ~ L— 1 O> m ^ 2; m Iz v ffiib� _ z EI o A cc < co W a- oia m R n z Oxo a� ac N m RAY WHITE RD TPW CAPITAL DELIVERY N-XXXX v CD O 0 W CAD cn O Q 4 . I 1. CD rn u .. C I FORT WORT:, 18 RFI (RFI) - 21 Project: 103270- Ray White Rd South Project Number: 103270 Process RFI - 21 Overall Due Date: 06.16.2025 06:OOPM Document: Current Workflow Finish Step Due Date: Step: Subject: Extension of Demo Plan and Junction Box Field Relocation Status: Completed General Information Question: Priority: Part 1: Removal Plan Extension Please refer to Sheet 92 and Attached Photos. McCarthy will be performing removal and replacement work required on the 21" RCP adjacent to Mirage. The currently approved removal plans do not provide sufficient access to the pipe. We are requesting an extension of the removal limits at the road crossing where the pipe intersects as shown on Sheet 92, to properly perform the removal and replacement of the 21" RCP. If the proposed extension of the removal plan is approved, we recommend adjusting the existing saw cut joints. Part 2: Junction Box and Curb Inlet Relocation Please refer to Sheet 92, 110, and attached photos The currently approved plans do not allow for proper temporary drainage for stormwater through the existing 21" RCP at Mirage. McCarthy recommends relocating the proposed junction box and curb inlet location from approximately STA 102+75.00 to STA 102+25.00. This new location allows for connection to the existing 21" RCP Which allows for temporary drainage while the area is being worked on and for the new 21" RCP to be installed. The new 21" RCP to be installed will be attached to the junction box at our proposed location of STA 102+25.00. High Is there a Potential Cost Impact?: Yes Estimated Cost ($): If yes was selected, please indicate the estimated cost by entering a whole number. Is there a Potential Schedule Impact?: No Estimated If yes was selected, please indicate the estimated number of days. Schedule Impact: Plan Sheet Number: 92,110 Specification Section: Division 3 Proposed Solution: Part 1: Removal Plan Extension Please Confirm that extending the removal plan limits and adjusting the saw cut joints is acceptable. Part 2: Junction Box and Curb Inlet Relocation Please confirm that the new location of the Junction Box, Curb inlet, and 21" RCP is acceptable. Date Submitted: 06.10.2025 Final Response Final Response: Updated Plan Sheet: Initiate Change «Change Order Request>> Order Request?: Comments Dennis Ingram, Burns & McDonnell, 06.16.2025 4:58 PM o BMcD Response Question Part 1: Extending the removal plan limits and adjusting the saw cut joints is acceptable. o BMcD Response Question Part 2: The proposed location of the Junction Box, Curb inlet, and 2 1 " RCP is acceptable. Alejandra Ayala, Fort Worth TPW, 06.11.2025 11:00 AM Please respond within 3 days. Attached Documents File Name RFI 21- Demo Plan and Junction Box Mirage.pdf Attached By Balestreri, Sam (McCarthy Holdings, Inc.) 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City of Fort Worth inspectors noted: • In the spec section 33 05 14 (snip below) shows any structural modifications requires a new frame and cover. Our new frame and cover detail has a minimum of 30" opening, this is per TCEQ rule 217.85 Subchapter C. See attached as well where the manhole where personnel entry is anticipated requires a clear opening with at least 30" diameter. • We do require the 5'x5' collar as well on any offsite manhole. This manhole at station 10+00 is outside of paving. The attached design drawing has been updated to include the added sewer manhole adjustment. McCarthy has engaged Klutz construction for pricing the added scope of work, and that quote has been attached here. McCarthy has included pricing for a 5' x 5' collar which has been omitted in the Klutz quote. This additional or changed work would represent a total additional cost of work to the CMAR of $8,524.87 resulting in a total draw request of $9,311.79 including CMAR fee, insurances, and bonds. This will add $6,700.00 to work category #4 and $1,824.67 to work category #8. CoFW's Total Allowances Available Item Cost of Work RCCIP Residual COR P&P Bond Fee Total 1.362% 0.667% 0.78% 6.25% CoFW's Allowances $ 437,381.53 $ 5,957.14 $ 2,917.33 $ 3,744.00 $ 30,000.00 $ 480,000.00 Allowance Spend Item Cost of Work RCCIP Residual COR P&P Bond Fee Total 1.362% 0.667% 0.78% 6.25% Pending - WW Manhole Adjustment at STA 10+00 $ 8,524.87 $ 116.11 $ 56.86 $ 66.20 $ 547.75 $ 9,311.79 Total Allowance Draw Requests to Date $ 325,218.54 $ 4,222.58 $ 2,067.88 $ 2,525.46 $ 20,750.43 $ 354,784.89 11 Remainingl $ 112,162.99 1 $ 1,734.56 $ 849.45 1 $ 1,218.54 1 $ 9,249.57 $ 125,215.11 Please confirm this allowance request is approved and has sufficient back-up attached. Sincerely, Digitally signed by John T. Rhoda John T. R h od a CN�ot n T Rhodada@mccarthy.com, Date: 2025.12.18 16:00:13-06'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company Description of Work: Added 5' x 5' concrete collar around manhole Date: 12/16/2026 EQUIPMENT LABOR Description Days Rate Amount Description Hours Rate Amount Reg. O.T. Reg. O.T., Truck - Ford F250Crew Truck 1 $ 69.60 $ 69.60 Foreman 4 $30.17 $ - $ 120.67 $ - Carpenterl $ - $ - $ - Carpenter 8 $ 27.08 $ - $ 216.67 $ - Carpenter 8 $ 28.99 $ - $ 231.90 $ - Concrete Finisher 8 $ 24.93 $ - $ 199.43 $ - Laborer 4 $ 20.63 $ - $ 82.50 - $ $ $ $ $ S - $ $ S - S S S Subtotal 15% Equipment Markup: Total Equipment: $ 69.60 $ 10.44 $ 80.04 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 851.17 $ 468.14 $ 1,517.20 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount $ - Concrete 0.37037037 CY $ 157.00 $ 58.15 $ - Rebar 74.0740741 # $ 1.00 $ 74.07 $ - Formwork 1.00 LS $ 50.00 $ 50.00 - S - S - S - S - 5 - S - 5 - S - $ S $ $ - $ S S S - Subtotals $ - 15% Material Markup: $ - Total Material: $ - Subtotal 15% Subcont. Markup: Total Subcontractor: $ 182.22 $ 27.33 $ 209.56 Change Order Request (COR) #: Equipment: Material: Additive to Work Category #8 Flatwork Subcontractor: Subtotal Costs: OH & Profit Markup Included in Each Category Bond: Total This Sheet: 1,517,20 80.04 209.56 1,806.80 1.00% $ 18.07 ction L. C . Office: 817-561-5591 NCTRCA M.B.E. PMMB06297NO725 Fax: 817-483-2048 JOB Ray White Rd Email: Charlie@klutzconstruction.com DATE October 20, 2025 Email: Chase.woody25@gmail.com TIME Change Order 5 Item Description Unit Quantity Unit Price Total Price 1 MH ADJ MAJOR 1EA 1 1 $ 6,700.00 1 $ 6,700.00 11 Total for Sheet $ 6,700.00 NOT AN INVOICEII Total For Job $ 6,700.00 Additive to Work Category #4 Water/Sewer GATE, 135% FA'WH?EFOOD P0.nMde.IM TIME: xv USE� TW,_CDF.6W.Pwg O N) IU7 N cli L'i -D, Lp (-n 0 U7 0 0 UI O U7 . . . . . . . . . . 1 77T -1-7 77 7 1 T _�M- 77'. T -TT'. T I - - I -,1 4. - -14-1 4- . . . . . . —1- �'-1 - . . . . . z .4- . 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I z !_0 >2�� . . . -a > z , Z, D j I I <o. mo —c > > z z A -f-r j, I + j, - no 0 0N <M I-T -' 'll I-T -11 11 1 1 1 X, r1i r1i W cli A Ul cFI M �CD m CONTRACTOR TO A 0 Ul 0 (y 0 lUl 10 Ln Ul FIELD VERIFY P 9 9 -4 z -0 C9 0 0 III F 41 'n. X z 0 0 0 m iz 1 01 00A >P Im 0 D m m A 7 > m Z 0 A 0 5 z o + m m CD m z >* 0 77 cn K-X)O(X M CAR 1 ! July 1411, 2025 3400 N Central Expressway, Ste 500, Richardson, Tx 75080 972-991-5500 1 mccarthy.cam City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Alternate Traffic Phasing at Roundabout Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter is in reference to the Ray White Rd, city project number CPN103270 We are writing to inform about the change for traffic phasing throughout the roundabout. During preconstruction all parties agreed that the phasing of the roundabout at Ray White and Park Vista would require a full closure for constructability. The base line schedule was adjusted to during GMP to accommodate a summer time closure . to limit the amount of impact to surrounding stake -holders, namely various schools around the project. This summer closure season was incorporated into our schedule without contractual milestones or liquidated damages. The original GMP schedule was based off a January 6th NTP, while actual NTP of February 10th 2025 was received. Early in Phase One, numerous utility conflicts were uncovered including 4 waterline relocations and numerous utility poles remaining throughout the site from internet providers and power companies. With the utility impacts and the push of the NTP date, it has impacted the ability to complete areas B&D (the entire project south of the roundabout) before the summer closure season ends. The traffic control phasing plans at bid time do not allow traffic to re -open in the roundabout until all areas of phase 1 are complete. On March 141h 2025 , McCarthy identified a potential schedule issue with the traffic control shown in the plans during bid time. McCarthy has recommended an alternate traffic control plan for the roundabout, this will allow for the roundabout to be opened before the summer closure season expires, and achieving the goal of reducing impact to school commutes. Implementing this alternate traffic control plan would require additional temporary paving, striping, and traffic control devices. Adding additional temporary pavement in the roundabout facilitates opens the roundabout in time for the school year . The roundabout does not hold a contractual milestone date for the project, but a well-known stakeholder need. The original GMP schedule had the traffic switching into phase 2 in mid -September. The GMP schedule shows the roundabout striping and ready for traffic at the end of July. The delta between these 2 dates represents the time schedule to complete finishes in area B from the roundabout to Wall Price Keller. The GMP schedule indicated the ability to complete the roundabout in time for the summer months but did not allow for it to function with the project traffic control plans of phase 2. F260 Temp, Slaping-Pfi1-C: TG200 $et Te9(1 e Crin1ml Phan 2 - Onl Anin D TC2 i0 Sr..t Trardi;.. Conlrcl Pharr, 2 - Cnlm Ptw)d Excerpt from original GMP Submission scheduler,% i W-1212312024 A McCarthy Holdings, ine. company :;1w��l-t5 ;11-Ju1-25 lm-sp. i-2.5 I �-Sera-25 12-Sep-25 18-54,P-25 The current traffic control plans show a potential driving hazard in phase 2. The truck apron is shown to be constructed in phase 1, introducing a mountable curb in the driving path of northbound traffic for the entirety of phase 2. McCarthy recommends omitting the truck apron and installing additional asphalt detour for the entire duration of phase 2. PRQP RpW END TEMP PAVEMEN ARKING . RWR STA 140+44.36 32.64' LT PIVEVENT MARKING STOF 12RVYR s +47.20 BEG .V-E V T I N G TA. 1 +2 7 STOP. 4 TYPE IIIJ BARICA L TYPE III BARICADES + E ;� '+°o i Mountable Curb _ 1 in drive lane I ' oo _ - Excerpt from original 100% plans with markup showing phase 2 traffic pattern impacting the mountable curb in truck apron. The western island is shown on the original phasing plans to be constructed in phase 1. McCarthy submitted an RFI number 8, that came back as an alternate plan from Burns & McDonnell. The RFI-8 was to confirm the phase 2, northbound to westbound turning movements would allow the island to be constructed. In RFI-8, the phasing drawings were updated to remove the construction of the island from phase 2.The island instead is being recommenced to be filled with temporary asphalt detour. This change will support the required phase 2 turning movement.. STOP I X. 4MARK185 :•]•:•.•z Island Conflict 22' LT NB to WB 3 END TEMP PAV N ARKING 32R84'SLA *44.36 ,I MP PAVEMENT MARKING STOP RWR STA 140-47.20 2 2' LT BEGIN TEMP PAVEM ITT MARKING � RWR STA 141.24.17 VERTICAI STOP 1 30.84' LT 45 FT TYPE III BARICADES - - .TYPE III BARICADES 1 BEGIN TEMP PA�EM li 1.41RWR STA LT 141+36 Excerpt from original 100% plans with markup showing phase 2 northbound to west bound turning movement impacting western island. A McCarthy Holdings, Inc. company For McCarthy to remedy these issues, McCarthy proposed an new TCP in RFI-8. This alternate TCP showed the western island and all truck apron omitted. This change will requires temporary asphalt detour and base section, demolition of the temporary asphalt, 2-piece tie bars for the future curbs, and working in tighter, confined areas instead of building in a full closure that now creates an inefficiency for the work. All of these additions are summarized below, along with the subcontractor rates from the monthly progress billings. Area QTY UoM Item Rate Item # Reference subtotal Western Island 152 LF Drill & Dowel Curbs $ 21.24 #50 $ 3,228.48 152 LF Premium for Hand Formed Curb $ 41.25 462 minus #64 $ 6,270.00 93.11 SY Added TemporaryAspahlt $ 137.54 460 $ 12,806.50 93.11 SY Demo Temp Asphalt $ 10.36 410 $ 964.63 41.59 TN Temporary Base course $ 60.96 #39 plus #40 $ 2,535.30 Apron 138 LF Drill & Dowel Curbs $ 21.24 450 $ 2,931.12 138 LF Premium for Hand Formed Curb $ 41.25 462 minus #64 $ 5,692.50 281.33 SY Added TemporaryAspahlt $ 137.54 #60 $ 38,694.13 281.33 SY Demo Temp Asphalt $ 10.36 #10 $ 2,914.58 281.33 SY Lime Treated Subgrade $ 15.46 #36 plus #37 $ 4,349.36 Traffic Control 412 LF Temp Pavement Marking+Removal $ 7.76 1 470 $ 3,198.15 $ B3,5B4.76 Allowance Spend Item Cost of Work Fee P&P Bond Total 6.25% 0.7B% 2025.April.01-waterline Lowering at Pinellas $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.01-waterline Lowering at Scheumack $ 25,162.50 $ 1,572.66 $ 195.40 $ 26,930.55 2025.April.10 - Sewerline Extension $ 24,331.00 $ 1,520.69 $ 188.94 $ 25,040.63 2025.April.22-waterline Lowering at Hillside Church $ 3.9,955.00 $ 2,497.19 $ 310.27 $ 42,762.46 2025.May.13 - Waterline Lowering at Mirage $ 28,695.00 $ 1,793.44 $ 222.83 $ 30,711.27 Approved - Banks Fence Rental ROM $ 900.00 $ 56.25 $ 6.99 $ 963,24 Approved - Banks Fence Demo ROM $ 6,155.65 $ 384.73 $ 47.80 $ 5,588.18 Approved - Pinellas extra RCP due to Electric Line ROM $ 3,965.45 $ 247.84 $ 30.79 $ 4,244.08 Pending - Phase 1Irrigation $ 6,148.09 $ 384.26 $ 47.74 $ 6,580.09 Pending - Alternate TCP for RAB $ 83,584.76 $ 5,224,05 $ 649.07 $ 89,457.88 Total Allowance ©raw Requests to Date $ 244,059.95 $ 15,253.75 $ 1,895.23 $ 261,208.93 Remaining $ 202,212.65 $ 14,746.25 $ 1,832.17 $ 218,791.07 Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2025 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda John Rhoda DN C=US E=jtrhoda@m ccarth y.com, O="<cCarthy", CN=John Rhoda Date: 2025.07.15 10:58:18-05'00' John Rhoda Project Manager McCarthy Building Companies, Inc. A McCarthy Holdings, Inc. company M3 Poll WH?E R PoMo Ja Txwr_CDF .at < O Z MMIM 33 c> MATCHLINE STA 1 STA 142+50.00 I —I I —I I ml p polo I MATCHLINE STA 138+00.00 I I •• 000000������ —a o<p> I N§ 3 m D � n 3 a In� .\_ �nzn ��r�i' a x m a a x x x x x x N Dp� 1 A y v` ZV1 D wmc� co D D m O x y m g �u�iz y m _,.....,..act m�m"m'gp �f me$� N ><'K vmn- _ m m Z o F- y = ._".r.'��Oo �- oNgo <o m� p A A A A z n tCi �^ v .. m ° 0O � A O � r 4'k^�tE ..;tr CTI ��.a cc m zi�z'�^� v:N A _ -` O m y O Z (n a C� Z N m RAY WHITE RD TPW CAPITAL DELIVERY K-3215 REVISIONS ry xo. GA.e ... ..... " y i 1 SI23f25 MIAINTAM TEMP PAVEMENT LIMITS 0 vn' 40, "x1SCALE: L 117" SCALE : 1" 0' 2 22"z3q" SCALE: 1" =0' LEGEND ® PERMANENT CONSTRUCTION THIS PHASE ® PERMANENT DRAINAGE THIS PHASE ® CULVERT CONSTRUCTION THIS PHASE ® TEMPORARY PAVEMENT THIS PHASE ADDED TRAFFIC 0 COMPLETED PERMANENT PAVEMENT CONTROL AN D COMPLETED TEMPORARY PAVEMENT STRIPE A WK ZN PAV MRK REMOV (W) 4"(SLD) B WK ZN PAV MRK REMOV (Y) 4"(SLD) C WK ZN PAV MRK REMOV (Y) 4"(BRK) D WK ZN PAV MRK REMOV (Y) 4"(SLD)(DBLI E WK ZN PAV MRK REMOV (W1 24-ISLDI F WK ZN PAV MRK REMOV [W) 4"(BAK) t— TRAFFIC DIRECTION CHANNELIZING DEVICES ■ VERTICAL • PANELS I —I TYPE III BARRICADE - - - — PROPOSED ROW EXISTING ROW EASEMENT BOUNDARY NOTES: 1. MAINTAIN DRIVES AND INTERSECTIONS BY CONSTRUCTING IN HALVES. ANY CHANGE IS SUBJECT TO PROJECT MANAGER APPROVAL. w Z. REFER TO ROADWAY, BRIDGE, w RETAINING MALL, PAVEMENT MARKING & SIGNING, AND DRAINAGE PLANS FOR 1 SPECIFIC DETAILS. D. CHANNELIZING DE CES 1'y a TEMP CONSTRUCTION EASEMENT I 15 FT S NG t BEGIN TEMP PAVEMENT MARKIN $ F \ END TEMP PpyEMENT MAPK1 G� WYNp STA 9.42. 14 -— _ _ - _¢ Wr NOD STA .45" 7 0 7. 95' LT j 2.4s i / 05/5 E% ROW I•. .' Jnw— ` TYPE III BARRICADES M1I1j4 `S rcE Eyi. �^ CD RWR I s i o "" j°" A� - -�— L❑ BURNS / smiooL RD + _ I + -- 1 p,00 TYPE III B4RRIC4 DES N DALLAS, i%, MIA D0 _ _ — o .� 04 �M_C DONNELL ENGINEERING FISH F-845 Q — — - — - lq1 00 A ¢ cm vro�ecr •roazrD JECT 93 (j _ _ 139,. STOP ` � WSAc'wEEavRn—IT J _-- _ _ _ J CITY OF FORT WORTH TEXAS U f rvD TEMP PAVEMENT MARKING r TRANSPORTATION AND PUBLIC WORKS $ E RwR srA i4a �zz. 7e , cF ,< U ,KRITE R0 279e Rr ND / _I► `NDJ PARK VISTA eLVD CAPITAL DELIVERY DIVISION n CHANNELIZING DEVICES _ n�2 _ 35 FT SPACING Ed STOP 8 - SST P EX ROW - RAY WHITE ROAD ¢LIN T�MP PAVEMENT MARKING '—'�'-= , r i. RV�R S A 138r07. q3 WR STA 7q7" u J 0 RT EGIN TE P PAVEMENT KIN i' r 9� / ND TEMP PA 38 TI MA, KING C WYND STA IN 03Q. 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(n (n 1 n w ( rn OC) m Cr r r [nN r C 3 <<Zt < Dm Dm <(� F»F»v+ se cn<n ev e»e»��v+En en e3 viva rn [»rn En vi va [n vi v. e»rn cn v+ to F»rn en rn E»va va C O A O V O+ N Jm _ O O T G) W W m D A W N m W+ W m O A (n > V O A m O N 0 m m W m m m A m m O A> N f0 A m N >+ N O O m m m N J (O m N m m A A V N 01.A.w m N m.m �I a m A c0 + m m IV m+ �l .w+ �I w m (T O IV V m m m W W A m 0 m V m m m O O N m+ 0 N A m A m m> m m+ V O O m w m m A w O m J m++ W O m N m W 0 A W> m O z D N O 10 to EA 69 fA m EA > Efl EA fA 69 EA EA EA N EA 69 lA fA + Hi b9 EA EA ffl EA + fA 69 fA Efl N di EA (p N + fA 0 N N+ 0 A N N 0 J 0 N O O N W+ m++ EA m W W W+ W 0 O++ [9 + N A A A J EA N+ W O W N N + A p 69 fA + m + W+ 54 m+ m W W 9A W m++ A m W W 0 W m+ N N Wm O (ml� m J W (Oil 1) N N tV0 m W W (0 m +_ OJi m CO N N O A V m m +_ O O N A m Omi m O O A v W O Omi Cm0 m A> O N W 001 m w CWp VNi .mA (OT CNO A N A A N 0 CP O O m 0+ W O V V V m W m m O O m m 0 A m N N 0 W m m O m> N V m A W V A J N m 10 m+ A O O m m m m+ N V m W m 0+ m m W C0 m m m w m m m . 0 0 50 o + N m m- N++ W+ N N m m W A + A 0 - v 0, O 0 0 m N N W W O m CO m W W W J m O W m O A A O V+ O O+ A (T m+ J++ m W W W V+ A A m A m+ 0 O N A m 0 0 O O+ O O 0 O< O W O O V� N O O O O O O O O O O m O N N Ij O O O N O O O O CO O A 0 0 0 m 0 0 0 Cl 0 0 0 0 0 0 0 O N W 0 O D s3 �' to fn Cn sn va va t» v+ fn ea t» <» a» n�i 1 o m m V3 > [A A N WA + to + V 4n EH C. > A m W EA V + > m W N (n Wri,. 1, A mJ N p IV (0 fA O c0 w O A m W m Efl V m mC dhw`1 � m m Nm m w w W m W > 4AOm WVCTm O O w w m 0wO oW(D0m W IV w t0 pp WO0 ? 0oW (fl O A Wild O 0 m J O m 0 w W m. N A 0 m O 0 V O> V N . W A m m J 0 O m O A N N W 0+ m m A 0 0+ m O N 0 W O m N m 0 Cp O O N m O m rn 0 N A + O W J N N + A + m D m+ 0 (n 0 O+ W W 0 A A W m N m+ A m 0 j W A A + m A W W + + m O O N O O O N N O O O m 0 N m 0 0 W m O m O O (O A O W m W O 0 0 (T D+ O V O J O 0 O m 0 0 0 0 O O O IV O Cp o>+ M v 0 0 'V O O O O O O m 0 0 0 0 0 0 0+ O m 0 0+ O m O O 0 0 0 0 0 0 O O m O O m m m a z �D1 W �+ �+ N v 0 G1 (p Efl fA ffl Efl N Efl fA + N EA EA Efl + fA A EA EA EA Efl V 69 + EA EA EA Efl A EA EA Efl + EA 69 � m m fA W N m EA EA W p W N m W J m m N Cp O N m A m+ m m. (p A V N CJ O 5A N m V m N J CO A m W m+ (D m 0 0 0 A 0+ m O p N J V O m m Cr W + O Cp N (p O A O J m A. A m O = . 0 A O m J 0 J++ m J m W m 0+ m A W m W V W+ 0 m m m m W m W A J A m Cp m V (O J A (P V+ m O N 0 O m 0 0 O O O m W A+ W A+ O O m m A N O m O (p W A (O m+ m m m . m 0 IV O O A + A IJ m 0 O 0 m V N N W W I O 10 O W do V m O m W O 0 A m N W O O A (n V 0 V W 0 O 0 O o o O O m N o o 0 0 in 0 o 0 m o 0 0 w A o + o 0 0+ + m o O o O o 0 O .0 0 o 9 EA EA fA Efl EA EA EA EA EA ffl EA Vf A EA V3 V A EA EA EAId Vsd � 9 p N y� mm w m m t ao o A m CO mW m m 0 m V O w m m m J A m o m EA A EA fA EA V V N V m Aa ffl m Cn ON O Om W a O O W m V 0 pa 0 0 W A O NOO N O V O 0 N V W > 0 0 00OO 0 w m .C, w O m O W w m N o W 0 PV O 0 A V oo o OO V W (p W O O� N O m W m N O .a o w O O o PO O 0 0 0 O O 0 o O O m w m O m m V A m o A 0 o �1O 0 m 0 3 0 w 0 a m 0 a z m O n S V a O S O v 'o J c 3 � a ? m X a VJI N CO a m o 3 v N m c C ;% m m z D J J J m J J J m PAW J V J J N>O J m m (O mJmNWNO m m m m m m mm (VO m m m m A W N>O mA A mA mA A WA A 3 ZW � O rn 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N 0 0 N N 0 0 N N 0 0 N N 0 0 N N 0 N 0 0 N N 0 0 N N 0 0 N N 0 0 N N 0 0 N N 0 0 N N 0 N 0 0 0 N N N 0 0 N N 0 0 N N 0 N N 0 0 N N 0 0 N 0 0 N N 01 m m Vt Ol O1 m m m Ol Ut m N Vt N Vt Ol m m m m m m m m m m N NN N N m N N N m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 0 00 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cc 0 0 0 0 ,.e 0 > 0 0 > > 0 0 > 0 0 > 0 0 > > 0 > 0 0 > > 0 0 > > I 0 0 > > 0 0 > > 0 0 > 0 0 > > 0 > 0 0 0 > > 0 0 > > 0 0 > > O > > O O > O O > O O > > d A ((,JJ A A WW A A WW A A A A j j � j j j j N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O w A A A A A A A A A A A A A N>> A A V O W W m m W W N N W W N> W W W N > O (0 (0 m m (D (D O (0 (0 O O W (0 (O W W> (D d y co O O A 0 A A 0 0 A A 0 0 A 0 0 A A 0 0 N N N N N N N N N N. O O O N N N O O O N. N O O N N O O N N 0 N N 0 0 N N 0 0 N N 0 0 A A A A �P A A A A V W W W W W . W W W O (O (O (O (O (O (D (O t0 (D (O (O t0 (O t0 (O f0 (O d d ti 0 0 0 0 0 0 C 0 0 O 0 W m 0 C N N 0 C N C C C 0 N 0 0 m m 0 C m 0 m m W 0 0 0 W W C 0 Z m OI O O O (O Ut N O O O A m A O w(,J N> m 0 m A 0> O N N m A O O> W N O O1 O m O N N N> (D V_ N V V O m W O N> W W O N N N O 3 O O O (O N O O J 0 0 0 A O O O m O O O N O O O O N O O O m O N m 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O n 0 C C 0 C 0 C ID 0 C 0 C 0 0 C 0 C C 0 C 0 C 0 C C 0 C 0 C 0 0 C 0 C 0 0 C 0 n O O O O O O O <' m co m �' m m m X 0 =' m m � C m m n N -q{ C �{ S .X X< Z Q 3 T T. D T Ci C CDA T C X o X C i Q �1 X T Q A„ m ' ?1 o 9. G �77 T C c L� n D Q n n z Z Q. OQ° m m= z Q W Z Q P. D r O Z Dou:OOZ T D O �GD n Z� �3,0 � Z n 1 m$ Z Z n� D O c D o Z C A o o m m z m m z O O m D 2 m K K w W D W L)rn O p m m m x K x m x z O m A o m O r z x m r A0.0m vmZZ� ODOw ��<omo=zOOcoozO0QDmw�O<vm O G Z � Z r m m D m ;�f]] D A c O D Q r (7 -1 a) D QJ o D m O A 'a O T. D Z Z7 n c T D .m O � m T. C .m X Z O ;;aa D o M A m m O -a :a m m m Oo x D o O m O O m o m 0 m T Q 0 z -{ c m �c mN� m m� --lo m c m m frfl °0 N < m N x K z a 3 W � 0W Am > N O m �8 �- W O m O »W -4m6 OWW N m N m Op r N m0,y W > N J m m K m r (n m r- (n x jjTf11 -1 0 r o m U) n w 1-00C r 1-00 C. 0 U) -nT{{{{ r (n 0 n m 0 m r w T{ Q m m r T{ w w CO Q D D .Zl D Z{ (n { D T{ T T< T y D G{ y D T D -( 3 N A (�D fpp � tsi fA fA EA EA E9 69 EA Efl Efl EA E9 fA 6A EA Hi Vi Vi fA vi 69 E/i Efi Vi fA 69 Hi Ei3 (ii Ei3 Vi Vi Efl EA 3 m m m y > > > 3 ' A 0 A d_ o � G1 NO O C O Ce' N W > (O O Ot V m ONE N N (Nji J m A n D pj y (D N V V m IV t0 O O m W (O m m m Vt N (0 V J m m N O O N (D V m m> m N A O O W> m J A m m J (0 W (D m > > m m N 0 N 0 N>> 0 N> O > N W m W N> 0> Co N N VI M W W W> Ol N W> r () N IJ > (0 m m N O IV IV IV A tO O W. O M W O O N V W m ut m> CM1 m A A m m J A N W V m W m (0 O N A V A m (0 A N A N W A W m V Z 0 bi ffl -{ UI O N 4A (0 O> EA fA m (0 Ul EA E9 V N m 69 fA >> m O fA 69 N N N 4A m> N A b9 4A m> O V W EA (0 (0 m W fA fA A W O O EA N 69 N J N m di V (O fA fA W fA V m N fA W m EA m fA N 69 O W EA EA m J 0 m c0 m O W EA Efl N W A EA V W m N [fl W - W J m N 10 m m N V (D > O W V m W (0 W m m -1V m N m m fA O m (0 N J m N O m m W m N>O A 0 OOW WUWt (0 m m N A NAtN m ( >mm'I m N A W + m m m A N A M � 10 A AA>N OO W (O a, '1 a, NO -1Nm m -1 m O 1N10 W m O (O J m m W W O mmc0 m m NJ W O A W N C. > Aut J N m m V m D o m(0 O 10 W� O O OJ M W O W> N O O m m W 0 N (0 N OAi O J Omi (0 a O o O m 0 (o O O C o O o 008 1010 m N <a C,CIO 0 0 0 COO 0 CIO O O 00 OCOCCO 00 0 0 0 0 < 0 O O N ff3 fn fA V3 f9 EA O m W > W M W Ut ffl V Efl V3 4A 41 A M m Efl > ffl EA EA > > 41 (0 A EA EA > EA y EA EA + O O (0 fm0 N N A O m W W m N> W V: O (AD W N (0 OOi fA m 0 Efl fA 0 0 Efl fA 0 0 *a EA 0 0 EA to 0 0 N OWl (0 (0 W W IV Vn V N m W> EA Efl O EA fA O O A O m N N (D > V V m m N W N w - 0 0 0 0 0 O O IV O (J <0 m m 0 0 W O O) W (D O w 00 O O 0 O O 0 0 0 O 0 O O 0 00 O (O W ? O m > W O J O O D? O O IV m (0 �I A? V m IV m Cv A A O O CVT V W N A O N m N m 0 AO.Wi > o A 0 0 0 0 0 0 0 0 0 (II o 0 0 0 0 0 0 0 0 0 o w OO Vt o 0 A m 3 D Z (q EA 0 Z N W �> � �> Gi lfl f0 fA EA EA EA > FH EA > EA (A fA Hi EA EA N Efl (D EA EA N fA N E EA EA A O > EA Efl fA N EA i V m m A W W O (D EA A O m P m A m O V (0 (0 m W A W O O N V ffl A (T E W W A P W m m O W CT N m O 0> A N Ot m m W a fA W O O N m O N m O m wm 0 C,W W N (O m N (0 g. A N m m O W m> V> m W m m (D (0 (0 > (T O>> -1V (O m A m m m O Ki N O m m 0 m m M W m W m N A m N m N A m O t0 N O V m O (0 O W > W O O O O O V> (O m m W> N O Ut J m V m m O V W m N m m m O (0 -1V m m 0 (0 f0 A m J N m m A O O 0 A W N m m m> m m J> w m J m N m O m N N N (0 Q C O m 0 N W 1. 0 > O O N A A m N N N m V -+ (mD m O A m p (NO m (A O A> O O N O N W m W > 0 Cl 0 0 0 0 C 0 0 0 0 O O 0 0 O 0 0 0 0 0 0 0 0 a 0 0 al 9 < 9 (R EA D mfl a �AA 1t3 �> FA ff3 �> m Efl 9 1 (m0 W W(Dm vO<T (J N0 O A A V0 O m m O O O 0 00 0a O O Efl 0 O O N 00 m O O O 0 O O 1A00ldddll O O O O (D (0 > V A �R� O J O V m m NaO V3O A V 0 0 IJ 0 0 0WO N a N O N O O O O O O O m O O O O O O O O O W A m mO O V W A 0 WCARTHI! 11 /04/2025 3400 N Central Expressway, Ste 500, Richardson, TX 75080 972-991-5500 1 mccarthy.com City of Fort Worth 200 Texas St Fort Worth, Texas 76102 Attn: Alejandra Ayala, P.E., Sr. Project Manager TPW Re: Added Light Pole removal / replacement & Change to pull box sizes Revision1 Ray White Rd CPN 103270 Dear Mrs. Ayala, This letter is in regards to CPN103270 Ray White Rd. RFI-18 identified light poles along Scheumack and Pinellas requiring removal and replacement due to elevation changes along the reconstructed roadways. The poles can re re -used, but reconstruction of the foundations is required. Additionally, during installation of the signal at Wall Price Keller, Eduardo Veliz, TPW inspector, noted pull boxes for the signal require Type D boxes in lieu of Tupe B boxes. Revision 1 encompasses cost reduction measure: demolish existing footings 12" below final grade, abandon in place, move new foundations adjacent to old foundations (within 10 feet) This additional or changed work would represent a total additional cost of work to the CMAR of $22,936 resulting in a total draw request of $25,053.20 including CMAR fee, insurances, and bonds. c7v's Total Allowances Available Item Cost of Work RCCIP I Residual CDR IIIP&P Bond Fee Total 1.362�.*fl 0.6675c 0.7811 6.2511 CoFW'sAllowances $ 437,381.53 $5,957.14 1 $ 2,917.33 1 $ 3,744.00 $ 30,000.00 $ 480,000.00 Allowance Spend Item Cost of Work RCCIP Residual CDR P&P Bond Fee Total 1.362% 0.66755 0.781A 6.25% Pending - Additional Light Poles at Pinellas & Scl 21,057.00 a 286.80 $ 140.45 $ 163.52 8 1.352.99 $ 23.000.75 Pending- Signal Pull Boxes change to Type 1,879.00 25.59 $ 12.53 $ 14.59 S 120.73 $ 2.052.45 Pending- Drainages Changes at Roundabout 2,518.75 3 34.31 $ 16.80 $ 19.56 $ 161.84 $ 2.751.25 Pending - AddedRetainincWallatTrafficSignal $ 4.800.00 1 65.38 1 8 32.02 1$ 37.27 1 $ 308.42 $ 5.243.0E Total Allowance Draw Requests to Date 1 291.364.00 1 8 412.07 1 $ 201.80 1$ 2,262.56 1 $ 18.263.30 $ 296.184.41 Remainingl 146,017.53 1 $5,545.07 1 $ 2,715.54 1$ 1,481.44 1 $ 11.736.70 3 183,815.59 Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2025 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda DIN : C=US. E=jtrhoda@mccarthy.com, John Rhoda 0="<cCarthy", CN=John Rhoda Date: 2025.11.04 10:22:16-06'00' John Rhoda Project Manager McCarthy Building Companies, Inc. 10 A McCarthy Hold ings,Inc. company wan -3 TRANSPORTATION TECHNGLOMES Lumin8 Transportation Tech PO Box 40016 Fort Worth, TX 76140 Regardin : Remove and relocate 2 street lights. Relocate solar camera. Request for Change RFC Number: 3 Date:10/8/2025 To: Job Site: RAY WHITE RD Requested By: Phone: E-mail: Recipients: I Phone: E-mail: Requested Chanqe: I UM I Quantity I Unit Price IChanqe to Contract DEMO FOUNDATION EA 2.0000000 1750.000000 $ 3500.001 R R U E C 8 L 6 .0000 00 3 .0 0000 1980.0 REMOVE CONDUCTORS LF 340.0000000 2.200000 $ 748.00 INSTALL TY 7 FOUNDATION EA 1.0000000 2050.000000 $ 2050.00 INSTALL TY 6 FOUNDATION EA 1.0000000 2475.000000 $ 2475.00 (FURNISH AND INSTALL NO. 6 XHHW LF 1020.0000000 3.200000 $ 3264.00 RFC Total $ 21057.00 Please respond by: 08/05/2025 Lumin8 Transportation Technologies, LLC. TECL40573 Regulated by The Texas Department of Licensingand Regulations, P.O. Box 12157, Austin, Texas 78711, 1800 803 9202,512 463 6599, website www.Iicense.state.tx.us/complaints RESTAND STREET LIGHT EA 2.0000000 1085.000000 $ 2170.00 RELOCATE SOLAR POWERED CAMERA Please respond by: 08/05/2025 LS 1.0000000 Lumin8 Transportation Technologies, LLC. 2700.000000 $ 2700.00 RFC Total $ 21057.00 TECL40573 Regulated by The Texas Department of Licensingand Regulations, P.O. Box 12157, Austin, Texas 78711, 1800 803 9202,512 463 6599, website www.Iicense.state.tx.us/complaints Vp VA .4,4, ELECTRICAL i su diary ,l ILumimS TRAnPu Ani)i Twwcmmveou Bean Electrical, LLC PO Box 40016 Fort Worth, TX 76140 Request for Change RFC Number: 5 Date: 08/18/2025 Re ardin The Traffic Signal Inspector, Eduardo Veliz, has requested the installation of TY D signal boxes at the intersection of Ray White and Wall Price Keller, in place of the TY B pull boxes currently specified in the plans. This request is based on the size of the conduit and the volume of wiring to be installed, which cannot be adequately accommodated within the TY B pull boxes. To: McCarthy Building Companies Job Site: RAY WHITE RD Requested By: Phone: E-mail: Gerardo Mendez (817) 561-7400 gerardo.mendez@lumin8.com Recipients: I Phone: E-mail: John Rhoda jtrhoda@mccarthy.com Requested Change: UM I Quantity Unit Price IChange to Contract Remove - F&I Ground Box TY B EA - 2.0 0 0 0 0 00 1917.000000 1 $-3834.00 Remove - F&I Ground Box TY B W/Apron EA I -1 .0 0 0 0 0 0 0 2232.000000 $-2232.00 F&I Ground Box TY D EA 2.0000000 2439.000000 $ 4878.00 F&I Ground Box TY D W/Apron EA 1.0000000 3067.000000 $ 3067.00 RFC Total $ 1879.00 Please respond by: 08/19/2025 Gerardo Mendez John Rhoda Bean Electrical McCarthy Building Companies Bean Electrical, LLC. TECL17979 Regulated by The Texas Department of Licensingand Regulations, P.O. Box 12157, Austin, Texas 78711, 1800 803 9202,512 463 6599, website www.license.state.tx.us/complaints 8/18/25, 1:34 PM Mail - Gerardo Mendez - Outlook IS Outlook CPN 103270 Ray White Rd. Ground boxes TY D From Veliz, Eduardo Z <Eduardo.Veliz@fortworthtexas.gov> Date Mon 8/18/2025 1:15 PM To Gerardo Mendez <gerardo.mendez@lumin8.com> Cc Goines, Kerry B <Kerry.Goines@fortworthtexas.gov>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> USE CAUTION: This email originated outside of our organization. Please be cautious when opening emails or attachments from unknown senders, as they may contain malware or phishing attempts. Verify the sender's email address and check for signs of spoofing. If unsure about an email's authenticity, contact our IT department or your supervisor. Gerardo, Any TY B ground boxes shown at the traffic signal layouts will need to be TY D due to the size conduits and signal cable that is required to be installed. TY D are slightly bigger. The CFW signal department prefers it this way and projects are normally shown this way. Please let me know if you have any questions or concerns. Sincerely, Eduardo Veliz Senior Construction Inspector Traffic Signal / Streetlight Transportation and Public Works Capital Delivery Division Mobile: 682-215-8055 Email: Eduardo.Veliz@fortworthtexas.gov City of Fort Worth ,-email sig.jpg Working together to build a strong community. -other emkail sig.png Get Outlook for iOS https:/Ioutlook.office365.com/mail/inbox/id/AAQkADZIYTMzODAOLTBmZDctNG11 Mi05MmY0LTl1 MDVjYTE3NmFjMgAQACNuaJhSpVIFgQZVOnIxFFI... 1/1 FORT WORT:, 18 RFI (RFI) - 18 Project: 103270- Ray White Rd South Project Number: 103270 Process RFI - 18 Overall Due Date: 06.16.2025 06:OOPM Document: Current Workflow Finish Step Due Date: Step: Subject: Utility Conflicts at Scheumack and Pinellas Status: Completed General Information Question: Priority: 1. Conflict with Light Poles at Scheumack and Pinellas Please refer to sheet 125, and attached photos. Existing light poles at Scheumack Dr and Pinellas Ave, at approximately RWR STA 128+25.00 and SCHEU STA 9+50.00 and RWR STA 135+75.00 and PINE STA 9+30.00, are in conflict with the proposed elevation. There is an elevation change to the existing grade of an approximate 2' cut at both locations, which will expose and compromise the light pole foundation at the proposed elevation. 2. Conflict of Cameras at Pinellas Please refer to sheet 125 and attached photo. Existing Cameras at Pinellas Ave, as shown in sheet 125 and attached photos, are in conflict with the proposed elevation. There is an elevation change to the existing grade of an approximate 2' cut at both locations, which will expose and compromise the camera foundation at the proposed elevation. 3. Conflict with Flagpole and sidewalk at Scheumack Please refer to sheet 115 and attached photo The flagpole and planter on Scheumack Dr require potential adjustment to sidewalk profile to allow proper clearance for the adjacent sidewalk and curb wall. McCarthy proposes a bowed section of the sidewalk and curbwall to accommodate the flagpole and planter, as shown in the sketch on sheet 115. High Is there a Potential Cost Impact?: Yes Estimated Cost ($): If yes was selected, please indicate the estimated cost by entering a whole number. Is there a Potential Schedule Impact?: No Estimated If yes was selected, please indicate the estimated number of days. Schedule Impact: Plan Sheet Number: 115,125 Specification Section: Division 3 Concrete and Division 26 Electrical Proposed Solution: 1. Please advise whether removal or relocation is required for the light poles. If relocation is required, please provide a new detail for the light pole foundation and location. 2. Please advise whether removal or relocation is required for the light poles. If relocation is required, please provide the new location. 3. Please confirm that adjustment to sidewalk and curbwall to accommodate for the flagpole and planter at STA 9+30.00 on Scheumack is acceptable. Date Submitted: 06.04.2025 Final Response Final Response: Updated Plan Sheet: Initiate Change «Change Order Request>> Order Request?: Comments Dennis Ingram, Burns & McDonnell, 06.23.2025 4:51 PM John and Alex, 1. Conflict with Light Poles at Scheumack and Pinellas: Based on my site visit last week, the light poles at Scheumack and Pinellas should remain at the current location and be lowered to match the proposed grade. This work will require new foundations. 2. Conflict of Cameras at Pinellas: Based on my site visit last week, the light poles at Pinellas should remain at the current location and lowered to match the proposed grade. This work will require new foundations. Dennis Ingram, Burns & McDonnell, 06.16.2025 4:21 PM Response to Question No,1: Adjust the existing light poles at Scheumack Dr and Pinellas west (10-ft Scheumack and 4-ft Pinellas) to clear the existing light pole foundations and utilities; place the poles on new foundation (D622); and match the proposed grade. Response to Question No.2: Adjust the cameras (25-ft) west of current locations and match the existing grade. 25-ft relocation to be confirmed following site visit this Wednesday. I will also consider/evaluate the option of placing a sidewalk retaining wall to secure the camera in place. Response to Question No.3: Adjustment of the sidewalk and curb wall is acceptable Files Attached: D622 - STREET LUMINAIRE POLE FOUNDATION DETAILS.pdf Alejandra Ayala, Fort Worth TPW, 06.11.2025 11:01 AM Please respond within 3 days. Attached Documents File Name Attached By Date Attached Step RFI 18 - Utility Conflicts at Scheumack and Gonzalez, 06.04.2025 Start Pinellas.pdf Jonathan (McCarthy Holdings, Inc.) D622 - STREET LUMINAIRE POLE Ingram, Dennis 06.16.2025 Consultant FOUNDATION DETAILS.pdf (Burns & Review/Revise McDonnell) 963 R WH?5 R PoM .W Txwr_PDF .at XXX. 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ELEV) XXX.XX (PROP ELE 734. 49 732.32 734.30 731.89 731.75 731.46 731.84 731.03 732.31 730. 60 731. 67 730. 17 731.53 729. 74 731. 26 29. 31 730.81 728.88 730.38 728.48 729.94 728. 1 3 729.55 727.83 729.14 727.59 728.56 727.37 729.2 727. 15 727. 82 726. 93 727.46 726. 72 727.24 726.50 726.83 726.28 MATCHLINE STA 124+50.00 MATCHLINE STA 129+00.00 o�$ MATCHLINE STA 124+50.00 Q 0 ff I _ ICI' 9 si p IO' I o ca 4E ooe a 1 0ll Ell moo > L.11 2 K e No l O C � o -0 CD 4 22' 10, l Fo l I dC _ n` -_^6 v 70 £ I a > > I CD 00 01 w 00 3AJHO NOvwn3HO, Cn 7 0 0 o CD MATCHLINE STA 129+00.00 N I In C 8 4 3 D O v 0 0 v,Zj �] y O Z LI is x s a o D D Z� rn - _�� iczio �i= �o _ o = r A _ ......... rr cm z tip a �:� NOD I"' - D O Z m Z m o m rim m:2i Om� L p>> - a to (n D Z A i r{.? oo m n i m .. .. y.�, z a D z O { 1 C x -rA .a-$'p oag ; r�;..�e..;rr x - N A oO < co CA E: L^ 9N oaf ioo o R sy z p ac Oxo cn m RAY WHITE RD TPW CAPITAL DELIVERY N-XXXX mho < N DH �A'0 f��1 AA — mAyD z. 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RFI-24 identified grading issues for the planned location of the power drop and associated cabinet/foundation at the Wall Price Keller traffic signal. Lumin8/Bean Electric suggested adding a small retaining wall as they have on other projects. This additional work requires adding scope to Lumin8's contract. Pricing has been requested from Lumin8, which is attached. This additional or changed work would represent a total additional cost of work to the CMAR of $4,800 resulting in a total allowance draw request of $5,243.08 including CMAR fee, insurances, and bonds. CoFw's Total Allowances Available Item Cost of work RCC1P Residual COR P&P Bond Fee Total 1.362% 0.667% 0.78% 6.25oy CoFw'SAllowances $ 437,381.53 $5,957.14 $ 2,917,33 $ 3,744.00 $ 30,000.00 $ 480,000,00 Allowance Spend Item Cost of work RCCIP Residual COR P&P Bond Fee Total 1.362�: 0.6675 0.784 6.25Y Pending - Additional Light Poles at Pinellas & Scl 21,057.00 $ 286.80 $ 140.45 1 163,52 3 L352,99 S 23,000.75 Pending - Signal Pull Boxes changeto Type D $ 1,879.00 3 25.59 $ 12.53 S 14.59 12-J.73 $ 2,052.45 Pending - Drainages Changes at Roundabout $ 2,518.75 S 34.31 $ 16.81) S 19.56 S 161.84 $ 2.751.25 Pending- Added Retaining wall at Traffic Signal $ 4,800.00 65.38 $ 32.02 S 3.7.27 S 303A2 S 5,243.08 Total. ALIowance Draw Requests to Date $ 291.364.00 $ 412.07 $ 201.80 $ 2,262.56 $ 18,263.30 $ 296,184,41 Remaining $ 146,017.53 $5,545.07 $ 2,715.54 $ 1,481.44 $ 11,736.70 $ 183,815.59 Please confirm this allowance request is approved and has sufficient back-up attached to bill in the July 2025 pay application. Thank you for your understanding and cooperation. We will reach out with any further information as it comes available. Sincerely, Digitally signed by John Rhoda John RhodaDN t;=US E=jtrhoda@ mccarthy.com, 0="<cCarthy", CN=John Rhoda Date: 2025.11.04 10:23:40-06'00' John Rhoda Project Manager McCarthy Building Companies, Inc. f A McCarthy Hold ings,Inc. company FORT FORTH:., 18 RFI (RFI) - 24 Project: 103270- Ray White Rd South Project Number: 103270 Process RFI - 24 Overall Due Date: 09.08.2025 06:00 PM Document: Current Workflow Contractor Review Step Due Date: Step: Subject: RFI 24 - Signal Cabinet Foundation Grading and Retaining Wall Status: Received General Information Question: Priority: Please refer to Sheet 237, At the proposed signal cabinet location at RWR STA 113+50.00, Sheet 237, the cabinet is situated on a hill. Based on the existing grade, pouring the cabinet foundation as currently detailed would result in surrounding soil sloughing onto the pad. McCarthy proposes installing a retaining wall along the back and sides of the cabinet foundation. The side sections of the retaining wall would taper down to match the existing grade. Medium Is there a Potential Cost Impact?: No Estimated Cost ($): If yes was selected, please indicate the estimated cost by entering a whole number. Is there a Potential Schedule Impact?: No Estimated If yes was selected, please indicate the estimated number of days. Schedule Impact: Plan Sheet Number: 237 Specification Section: Section 34 4110 - Traffic Signals Proposed Solution: Please confirm that this proposed retaining wall solution for the signal cabinet is acceptable. Date Submitted: 09.03.2025 Final Response Final Response: Updated Plan Sheet: Click this button to initiate the Change Order Request process, if needed. Initiate Change «Change Order Request>> Order Request?: Comments Dennis Ingram, Burns & McDonnell, 09.17.2025 9:48 AM BMcD Response to RFI-24: The proposed solution is acceptable. Files Attached: BMcD Response_RFI 24 - Signal Cabinet Retaining Wall West of WPK.pdf Alejandra Ayala, Fort Worth TPW, 09.16.2025 1:37 PM Please respond within 3 days. Attached Documents File Name Attached By Date Attached Step RFI 24 - Signal Cabinet Retaining Wall Balestreri, Sam 09.03.2025 Start West of WPK.pdf (McCarthy Holdings, Inc.) BMcD Response_RFI 24 - Signal Cabinet Ingram, Dennis 09,17.2025 Consultant Retaining Wall West of WPK.pdf (Burns & Review/Revise McDonnell) KNn -3 TRANSPORTATION TECNNOLOasIES Lumin8 Transportation Tech PO Box 40016 Fort Worth, TX 76140 Request for Change RFC Number: 6 Date: 09/24/2025 Regardin At the west side of the intersection of Ray White Rd @ Wall Price Keller, the proposed location for the signal cabinet is situated on a hill. Due to the existing grade, pouring the cabinet foundation as currently planned would result in surrounding dirt sloughing onto the pad. To address this, we propose installing a retaining wall along the back and sides of the cabinet foundation. The side sections of the retaining wall would taper down to match the existing grade. To: McCarthy Building Companies Job Site: RAY WHITE RD Requested By: Phone: E-mail: Gerardo Mendez (817) 561-7400 gerardo.mendez@lumin8.com Recipients: Phone: E-mail: John Rhoda jtrhoda@mccarthy.com Requested Change: I UM Quantity I Unit Price IChange to Contract Retaining Wall for Cabinet Foundation LS 1.0000000 4800.000000 1 $ 4800.00 RFC Total $ 4800.00 Please respond by: 09/29/2025 Gerardo Mendez John Rhoda Bean Electrical McCarthy Building Companies Lumin8 Transportation Technologies, LLC. TECL40573 Regulated by The Texas Department of Licensingand Regulations, P.O. Box 12157, Austin, Texas 78711,1800 803 9202,512 463 6599, website www.Iicense.state.tx.us/complaints PATE, g",Z]2/ P l 3556J RA' WN?E RpIO PerNOAk.Ia TIME. 6.Q3. PM USER: cOMRForgn PIDT x.ER. 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Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Owners Allowance Request 1 — Ray White Road Widening Project M&C: CPN: 103270 CSO: 59397 DOC#: Date: 6/3/2026 To: Name Department Initials 1 John Rhoda — McCarthy JTRhoda mccarth .com Contractor - Signature JTR 2. Filogonio Munoz — Bus. Sup. TPW — Initial FM FM 3. Alejandra Ayala TPW - Signature Aerie aanndraAyala 4. Charles Hayes TPW — Signature 4&1 5. Raul Lopez TPW — Initial e�-z 6. Lissette Acevedo TPW — Initial 7. Patricia Wadsack TPW — Initial pLW 8. Lauren Prieur TPW — Initial 19aff, LP 9. Doug Black Legal - Initial � Dou las 81ack 10. Jesica McEachern CMO - Signature CA 11. Jannette Goodall CSO - Signature netl eGoodall 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNTURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, Jay will review and take the next steps NEEDS TO BE NOTARIZED: ❑ Yes X No RUSH: ❑ Yes X No SAME DAY: ❑ Yes ❑ No ROUTING TO CSO: X Yes ❑ No Action Required: ❑ As Requested ❑ For Your Information X Signature/Routing and or Recording ❑ Comment ❑ File NEXT DAY: ❑ Yes ❑ No ❑ Attach Signature, Initial and Notary Tabs F0 RT WO RT H City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: McCarthy Building Companies, Inc. Subject of the Agreement: Construction Allowance No. 1 to CSC No. 59397, a Agreement for the Construction Manager -At -Risk Pre -Construction and Construction Services for the Ray White Road Widening Improvements Project M&C Approved by the Council? * Yes ❑ No 8 If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 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: If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No 8 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 103270 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No ❑ 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.