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Home My WebLink About062766-CO12 - Construction-Related - Contract - McCarthy Building Companies, Inc.DEVELOPER -AWARDED -PROJECT CHANGE ORDER CSC No. 62766-CO12 PROJECT NAME: Camp Bowie Improvements Montgomery to University CHANGE CONTRACT: ORDER No: CFA# 24-0132 CITY PARTICIPATION: YES CITY PROJECT # 104639 CITY SECRETARY CONTRACT # 62766 12 FID # 30114-0200431-104639-E07685 X# X-28250 FILE # K-3288 INSPECTOR: Roderick Baker PROJECT MANAGER: Andrew Goodman Phone No: Phone No: 2143979308 8173926251 CONTRACT UNIT WORKING DAYS WATER TPW Developer Cost City Cost Developer Cost City Cost ORIGINAL CONTRACT $0.00 $3,729,616.00 $0.00 $9,169,041.00 DEVELOPER CONTINGENCY TO DATE $0.00 $186,768.01 $0.00 $393,329.08 AMENDMENTS TO DATE $0.00 $285,500.00 $0.00 $285,500.00 CREDITS TO DATE $0.00 $10,600.12 $0.00 $1,255.00 CONTRACT TO DATE $0.00 $4,191,283.89 $0.00 $9,846,615.08 AMOUNT OF PROP. DEVELOPER CONTINGENCY $0.00 ($56,344.25) $0.00 $242,734.81 REVISED CONTRACT AMOUNT $0.00 $4,134,939.64 $0.00 $10,089,349.89 0 TOTAL REVISED CONTRACT AMOUNT PER UNIT $4,134,939.64 $0.00 $0.00 $10,089,349.89 $0.00 REVISED COST SHARE Dev. Cost: $0.00 City Cost: $14,224,289.53 TOTAL REVISED CONTRACT $14,224,289.53 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 1 You are directed to make the following changes in the contract documents: WATER PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL M5W NA -0.050079054 LS Construction Contingency NA $ 177,601.00 $ - $ (8,894.09) $ (8,894.09) M5W NA -0.317594833 LS Construction Contingency NA $ 177,601.00 $ - $ (56,405.16) $ (56,405.16) WC # 08W NA 0.004430782 LS Construction Contingency NA $ 2,021,088.00 $ - $ 8,955.00 $ 8,955.00 $0.00 TPW PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION CFW Unit Price UNIT PRICE Developer Cost City Cost TOTAL WC # 1 N/A 0.002920685 LS Earthwork & Demo N/A $ 1,452,399.00 $ - $ 4,242.00 $ 4,242.00 M1 NA 0.0000359519 LS General Conditions NA $ 1,203,831.00 $ - $ 43.28 $ 43.28 M2 NA 0.000508763 LS CCIP NA $ 168,428.00 $ - $ 85.69 $ 85.69 M3 NA 0.000571286 LS Fee NA $ 608,259.00 $ - $ 347.49 $ 347.49 M4 NA 0.000516381 LS McCarthy Performance and Payment Bond NA $ 73,105.00 $ - $ 37.75 $ 37.75 WC#2 NA 0.004698627 LS Concrete Paving & Flatwork NA $ 1,924,128.00 $ - $ 9,040.76 $ 9,040.76 M1 NA 0.0000766137 LS General Conditions NA $ 1,203,831.00 $ - $ 92.23 $ 92.23 M2 NA 0.001084262 LS CCIP NA $ 168,428.00 $ - $ 182.62 $ 182.62 M3 NA 0.001217557 LS Fee NA $ 608,259.00 $ - $ 740.59 $ 740.59 M4 NA 0.001100472 LS McCarthy Performance and Payment Bond NA $ 73,105.00 $ - $ 80.45 $ 80.45 M5 NA -0.003691273 LS Construction Contingency NA $ 336,621.00 $ - $ (1,242.56) $ (1,242.56) WC #2 NA 0.065587892 LS Concrete Paving & Flatwork NA $ 1,924,128.00 $ - $ 126,199.50 $ 126,199.50 M1 NA 0.001069494 LS General Conditions NA $ 1,203,831.00 $ - $ 1,287.49 $ 1,287.49 M2 NA 0.015135429 LS CCIP NA $ 168,428.00 $ - $ 2,549.23 $ 2,549.23 M3 NA 0.016995852 LS Fee NA $ 608,259.00 $ - $ 10,337.88 $ 10,337.88 M4 NA 0.01536133 LS McCarthy Performance and Payment Bond NA $ 73,105.00 $ - $ 1,122.99 $ 1,122.99 WC#4 NA 0.001846059 LS Electrical & Lighting N/A $ 1,350,000.00 $ - $ 2,492.18 $ 2,492.18 M1 NA 0.0000211242 LS General Conditions NA $ 1,203,831.00 $ - $ 25.43 $ 25.43 M2 NA 0.000298881 LS CCIP NA $ 168,428.00 $ - $ 50.34 $ 50.34 M3 NA 0.00033563 LS Fee NA $ 608,259.00 $ - $ 204.15 $ 204.15 M4 NA 0.000303399 LS McCarthy Performance and Payment Bond NA $ 73,105.00 $ - $ 22.18 $ 22.18 WC #2 NA 0.000501006 LS Concrete Paving & Flatwork NA $ 1,924,128.00 $ - $ 964.00 $ 964.00 WC#4 NA 0.006600741 LS Electrical & Lighting NA $ 1,350,000.00 $ - $ 8,911.00 $ 8,911.00 WC#7 # 7 NA -0.025107868 LS Brick Pavers NA $ 393,303.00 $ - $ (9,875.00) $ (9,875.00) WC # 1 NA 0.011848025 LS Earthwork & Demo NA $ 1,452,399.00 $ - $ 17,208.06 $ 17,208.06 WC#2 NA 0.010122934 LS Concrete Paving & Flatwork NA $ 1,924,128.00 $ - $ 19,477.82 $ 19,477.82 WC#6 6 NA 0.035242129 LS Traffic Control NA $ 233,367.00 $ - $ 8,224.35 $ 8,224.35 M1 NA 0.025918497 LS General Conditions NA $ 1,203,831.00 $ - $ 31,201.49 $ 31,201.49 M2 NA 0.006460209 LS CCIP NA $ 168,428.00 $ - $ 1,088.08 $ 1,088.08 M3 NA 0.011260516 LS Fee NA $ 608,259.00 $ - $ 6,849.31 $ 6,849.31 M4 NA 0.010177553 LS McCarthy Performance and Payment Bond NA $ 73,105.00 $ - $ 744.03 $ 744.03 TPW $0.00 $242,734.81 $242,734.81 REASONS FOR CHANGE ORDER Includes OCO 34 - Permanent Signage; OCO 38 - Sculpture Pad Perm Casing; OCO 39 - Bent Anchor Bolt; OCO 40 - Dow Curb; OCO 41 - Crescent Light Poles; OCO 42 - RRFBs Revised: 12-17-2018 Page 2 RECOMMENDED: (Consulting Engineer) CCC I 10.11 UI MUddy wne By: Maddie White °" s°g93w°.o�o,m 818 Date: 08/14/2026 APPROVED: (Developer) By. Travis Rieff a ns a °° Date 8/14/26 APPROVED: (Contractor) By: Mark Valdez Date: $/14/2026 Name: Maddie White, PE Name: Travis Rieff Name: Mark Valdez Title: Project Manager Title: VP - Construction Title: Project Manager APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW - Water Department CFW - Assistant City Manager CFW - Assistant City Attorney s� P� 08/27/2026 'f/J 09/03/2026 08/31 /2026 By: Date: By::_ <- Date: By Date: Name:Suby Varughese Name: Jesica McEachern Name:Jessika Williams Assistant City Manager Assistant City Attorney Title: Title: Title: RECOMMENDED: ooF F°Rr$ if a= p$ TPW ATTEST a =o a°a * Contract Compliance Manager (Project Manager): ...�7. -� 08/27/2026 as XAsaa' nn¢466 By signing I acknowledge that I am the person responsible By:L-ren Pneur lAuq 27. 2026 15:28 83 CDT) Date: A 09/03/2026 for the monitoring and administration of this contract, Name:Lauren Prieur ByJ Date: and ensuring all performance and reporting requirements. TPW Director Name: Jannette S. Goodall There are NO City Funds associated with this Contract Title: Title: City Secretary X There are City Funds associated with this Contract N/A M&C Number: M&C Date Approved: N/A 08/25/2026 Andrew Goodman IPRC Project Manager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 3 N2ca►rrHr Project Name Project No: Camp Bowie 002259.000 OWNER CHANGE ORDER O.C.O. # 038 DATE: June 16, 2026 DESCRIPTION OF THE PROPOSED CHANGE: CO 38 - Sculpture Pad Permanent Casing SCOPE: This Change Order covers additional labor, equipment, and materials needed for the install of permanent casing at the University sculpture pad. Pricing Details: Company Name Description Amount WC #1 - EW & DEMO 4,242.00 Cost of Risk 85.69 Builders Risk 43.28 Fee 347.49 Performance & Payment Bond 37.75 Net Amount This Proposed Change 4,756.21 Net Change in Calendar Days Due to This Proposed Change 0 Days Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. McCarthy Building Companies 12851 Manchester Rd. St. Louis, MO 63131 Digitally signed by Merk Valdez 2N. C=US, E=MAValdez@McCarthycom. Mark Valdez CN-MTkVed iilding Cpmapri es. In<'. Date: 2026.06.16 12:22:42-0500' SIGNATURE DATE TrebleOak 4849 Greenville Avenue, Suite 100 Dallas. TX 75206 Josh Goad SIGNATURE Crescent Property Services LLC 3230 Camp Bowie Blvd, Suite 500 Fort Worth, TX 76107 Digitally signori by Travis Rieff ON : C=US E Tneff@crescentcorn, Travis Rieff Development.. CNETraveisReff U VP Date. 2026.06.24 16:0700-05'00' DATE SIGNATURE DATE Printed on: 6/16/2026 11:54:46 AM Page 1 of 1 N2ca►rrHr PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 38 - Sculpture Pad Permanent Casing OWNER CHANGE ORDER O.C.O. # 038 DATE: June 16, 2026 NOTES: This Change Order covers additional labor, equipment, and material required to install permanent casing at the University Sculpture Pad. PCI Description Amount 00077 CO 38 - Sculpture Pad Permanent Casing 4,756.21 The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Orders: 1,139,241.96 The Contract Value prior to this Change Order was: 14,037,897.96 The Contract Value will be changed by this Change Order in the amount of: 4,756.21 The new Contract Value including this Change Order will be: 14,042,654.17 The Contract duration will be changed by: 0 Days The revised Substantial Completion date as of this Change Order is: August 21, 2026 Printed on: 6/16/2026 11:52:11 AM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #38 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 38 - Sculpture Casing GMP Cost General Works (AX, 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork & Demolition I LS $ 1,452,399 $ 113,000 $ 1,565,399 $277,740 $4,242.00 $1,847,380.86 WC#2 - McCarthy Building Companies, Inc. $ - Concrete Paving & Flatwork 1 LS $ 1,924,128 $ 300,000 $ 2,224,128 $401,949 $2,626,076.60 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete 1 LS $ 476,904 $ 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical & Lighting 1 LS $ 1,350,000 $ - $ 1,350,000 $13,056 $1,363,056.43 WC#5 - Ruppert Landscape $ - Landscaping& Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $166,461 $399,827.58 WC#7 - Ruppert Landscape Brick Pavers 1 LS 8 393,303 $ 164,000 $ 557,303 $215,614 $772,917.04 WC#8 - Fort Worth Civil Contractors XX $ - Underground Utilities 1 LS $ - $ 2,021,088 $ 2,021,088 $106,725 $2,127,813.25 Direct Cost Subtotal 8 6,278,797 $ 2,669,345 $ 8,948,142 $1,511,404 $4,242.00 $10,463,788 Nil General Conditions 203,831 $ 521,736 $ 1,725,567 $107,937 $1,833,503.42 X12 CCIP 2.02/ 168,428 8 71,799 $ 240,227 $32,506 $85.69 $272,819.07 Builder's Risk Insurance _0.011% 5 - $ - $ - $19,405 $43.28 $19,447.83 Cost of The Work Subtotal 8 7,651,056 $ 3,262,880 S 10,913,936 $159,847 $128.97 $12,589,558 113 1'cc 7.95 , 5 608,259 $ 259,399 8 867,658 $139,323 $347.49 $1,007,328.19 Subtotal 3 8,259,315 ;1 3,522,279 $ 11,781,594 $139,323 $347.49 $13,596,886 1814 McCartl»_ Performance &Payment Bond 0.80% $ 73,105 $ 29,736 $ 102,841 $15,111 $37.75 $117,989.33 Subtotal $ 8,332,419 $ 3,552,015 $ 11,884,435 $15,111 $37.75 $13,714,875 M5 Construction Contingency 5.00% 336,621 $ 177,601 $ 514,222 ($447,680) $66,541.79 516 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landsca e Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal 5 9,169,040 $ 3,729,616 $ 12,898,656 ($947,680) $0.00 $0 CO 01 2/1)1/2025 $ $ - $ - $261,237 $261,237.00 _NIP - $ - $ - $0 $0.00 Subtotal S - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 S 3,729,616 $12,898,656 $1,139,242 $4,756.21 $14,042,654 ' CHANGE ORDER REVIEW Project Number: 002259.000 Project Name: Camp Bowie Contract Increase/(Decrease) Amount: $ 4,242.00 Time (Days) Added: N/A Explanation for Change and Scope of Work: CO 37 - Sculpture Pad Shaft Casing Change Order Request # 38 This pricing reflects additional labor, equipment, and material for the installation of permanent casing at the University Sculpture Pad. Approved By: DpIWIIy slg— by Mark Mark Valdez O"M,C, 6MAd,,g coba I ', 0-"MCCartny auntling Cpmapnies, inc'. CM -Mark McCarthy: °spa= Date: Dale, zszsss.is iz:zz sa-ossa Mark Valdez Change Order Request O38 Project: Camp Bowie Improvements Highway: N/A Section: N/A Date: 16 -Jun -26 Item Pay Item Type Description Quantity UM Unit Price Amount NEW EW & DEMO 1.00 LS $ 4,242.00 $ 4,242.00 Total $ 4,242.00 Description of Work: This pricing reflects additional labor, equipment, and material for the installation of permanent casing at the University Sculpture Pad. EQUIPMENT LABOR Description Day Rate Amount Description Hours Rate Amount. Reg. O.T. Reg. O.T. $ 5 - $ - $ - $ $ - $ i$ $ $ $ $ $ 1$ $ $ $ - $ $ - $ $ $ $ -5 $ $ - 5 - $ is -5 $ 5 $ $ 1$ -5 15% Labor Markup: Subtotal 60.00% Benefit & Fringe Total Labor: Subtotal 15% Equipment Markup: Total Equipment: $ - $ - $ $ - $ - $ - MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount $ - ATS - Permanent Casing 1L5 $ 4,000.00 $ 4,000.00 - $ $ $ $ $ $ $ 5 $ 5 $ $ $ $ Subtotal 15% Material Markup: Total Material: $ - $ - $ - Subtotal $ 4,000.00 5% Subcont. Markup: $ 200.00 Total Subcontractor: $ 4,200.00 Change Order Request (COR) #: 38 Material: $ - Subcontractor: $ 4,200.00 Subtotal Costs: $ 4,200.00 OH & Profit Markup Included In Each Category Bond: 1.00% $ 42.00 1.00 -fir- _ •_ - ATS DRILLING Inc. REVISED PROPOSAL CONTRACTOR: McCarthy PROJECT: Camp Bowie Sign Pedestal COUNTY: Tarrant County HWY: Camp Bowie Blvd, Fort Worth, TX BID DATE: 5/5/2026 APPROX ITEM CODE ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE 0416 7005 DRILL SHAFT (30 IN) 1 LS $12,000.00 $12,000.00 Permanent Casing, Freight, Welding 1 L5 $4,000.00 $4,000.00 TOTAL $16,00000 ATS Drilling, Inc. is not responsible for utilities or man made obstructions, both overhead and below ground. The above unit prices include the following indicated items ONLY: YES Drilled Shaft Excavation YES Concrete Furnished YES Concrete Placed NO Reinforcing Steel Furnished and Unloaded with Dunnage, bracing, spacing devices, and safety caps. NO Reinforcing Steel Tied YES Reinforcing Steel Placed (Cage transported to shaft excavation by GC) NO Dowels Set in Place NO Removal of Spoil NO Bond Cost Included NO Concrete Testing Equipment, Sampling & Testing of Concrete, or Inspection Services. General Contractor will provide the following: 1) Engineering Lay -out. 2) A stable working area at each shaft location, reasonably level and dry, including crane mats if necessary. 3) Access to each pier location, at the top of pier elevation. 4) Platforms built with large rock or similar material will require a surface casing at the shaft location. 5) All Traffic Control. 6) Concrete Testing Equipment, Sampling & Testing of Concrete, and Inspection Services. 7) An approved area or facility for concrete truck wash -out. 8) Pothole underground utilities within 2' of the edge of any shaft excavation. 9) Any Forming above or below existing grade. NOTES 1) Includes ONE move -in. Please add $ 25,000 for additional move -ins. 2) Does not include any low clearance drilling equipment with a mast under 70'. 3) Permanent casing is not included. 4) Schedule mutally agreed between ATS and McCarthy. 5) This proposal is good for 30 days. Proposal accepted, please proceed. Date: / /, Phone: 817-498-0040 6559 Midway Road, Ft. Worth, Texas 76117 Fax: 817-831-2938 M=9CARW_ Project Name Project No: Camp Bowie 002259.000 DESCRIPTION OF THE PROPOSED CHANGE: CO 34 - Permanent Signage SCOPE: OWNER CHANGE ORDER O.C.O. # 0034 DATE: July 02, 2026 This item represents a CMAR Contingency request to address a scope clarification identified during construction related to permanent roadway signage. Based on a reasonable interpretation of the front-end contract documents, this scope was not included in the original electrical trade buyout. The proposed CMAR Contingency is intended to cover the procurement and installation of permanent signage materials and to reconcile the resulting trade buyout differential. Pricing Details: Company Name Description Amount WC #2 - CONC PV & FW 9,040.76 CCIP 182.62 Builder's Risk 92.23 Fee 740.59 P & P Bond 80.45 Contingency -10,136.65 Net Amount This Proposed Change 0.00 Net Change in Calendar Days Due to This Proposed Change Days Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. McCarthy Building Companies 12851 Manchester Rd. St. Louis, MO 63131 Digitally signet by Isaiah LaVigne ON: C=US, E=lvlav:gne@mcoarthycorn, Isaiah LaVigne D=MCCadhy Building C0rPanies. tam:202607 0CN=Isai10 LaVigne Date: 202607,10 1025 46-0500' SIGNATURE DATE TrebleOak 4849 Greenville Avenue, Suite 100 Dallas. TX 75206 Josh Goad SIGNATURE DATE Crescent Property Services LLC 3230 Camp Bowie Blvd, Suite 500 Fort Worth, TX 76107 Digitally signed by Travis Rill ON: C=US, E=Trieff@crescanLcom, Travis Rieff Deverlopmentt,, CN Travee Reff U=VP Date: 20260710163117-0500 SIGNATURE DATE Printed on: 7/2/2026 11:05:34 PM Page 1 of 1 MMARW PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 34 - Permanent Signage OWNER CHANGE ORDER O.C.O. # 0034 DATE: July 02, 2026 NOTES: This item represents a CMAR Contingency request to address a scope clarification identified during construction related to permanent roadway signage. Based on a reasonable interpretation of the front-end contract documents, this scope was not included in the original electrical trade buyout. The proposed CMAR Contingency is intended to cover the procurement and installation of permanent signage materials and to reconcile the resulting trade buyout differential. PCI Description Amount 00072 CO 34 - Permanent Signage 0.00 The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Order 1,143,996.17 The Contract Value prior to this Change Order was: 14,042,654.17 The Contract Value will be changed by this Change Order in the amount of: 0.00 The new Contract Value including this Change Order will be: 14,042,654.17 The Contract duration will be changed by: 0 Day The revised Substantial Completion date as of this Change Order August 21, 2026 Printed on: 7/2/2026 11:09:54 PM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #34 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 34 - Permanent Signage GMP Cost General Works G\X' 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork&Demolition 1 LS $ 1,452,399 $ 113,000 $ 1,565,399 $281,982 $1,847,380.86 WC#2 - McCarthy Building Companies, Inc. $ - ConcretePaving & Flatwork I LS $ 1,924,128 $ 300,000 $ 2,224,128 $401,949 $9,040.76 $2,635,117.36 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete I LS $ 476,904 S 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical&Lightin I LS $ 1,350,000 $ - $ 1,350,000 $13,056 $1,363,056.43 WC#5 - Ruppert Landscape $ - Landsca in & Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $166,461 $399,827.58 WC#7 - Ruppert Landscape Brick Pavers I LS $ 393,303 $ 164,000 $ 557,303 $215,614 $772,917.04 WC#8 - Fort Worth Civil Contractors XX $ - UndergroundUtilities 1 IS $ - $ 2,021,088 $ 2,021,088 $106,725 $2,127,813.25 Direct Cost Subtotal $ 6,278,797 $ 2,669,345 $ 8,948,142 $1,515,646 $9,040.76 $10,472,828 MI General Conditions s 1,203,831 $ 521,736 $ 1,725,567 $107,937 $1,833,503.42 M2 CCIP 3n'7 $ 168,428 $ 71,799 $ 240,227 $32,592 $182.62 $273,001.69 Builder's Risk Insurance $ - $ - $ - $19,448 $92.23 $19,540.06 Cost of The Work Subtotal $ 7,651,056 $ 3,262,880 $ 10,913,936 $159,976 $274.86 $12,598,873 M3 Fee 7.95", S 608,259 S 259,399 $ 867,658 $139,670 $740.59 $1,008,068.78 Subtotal $ 8,259,315 $ 3,522,279 $ 11,781,594 $139,670 $740.59 $13,606,942 M4 McCarthy Performance & Payment Bond 0.80% s, 73,105 $ 29,736 $ 102,841 $15,148 $80.45 $118,069.78 Subtotal $ 8,332,419 $ 3,552,015 $ 11,884,435 $15,148 $80.44 $13,725,012 M5 Construction Contingency 5.00% $ 3.36,621 $ 177,601 $ 514,222 ($447,680) ($10,136.65) $56,405.14 M6 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landscape Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal $ 9,169,040 $ 3,729,616 $ 12,898,656 ($947,680) ($10,136.65) $0 CO Ol N I'P 2/10/2025 $ - $ - $ - $261,237 $261,237.00 - $ - $ - $0 $0.00 Subtotal $ - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 $ 3,729,616 •$12,898,656 $1,143,998 ($0.00) $14,042,654 J Dsccc PAVEMENT nnnouinir_ nnin oGonio I I Project Information 701 Hanover Dr. Camp Bowie Boulevard Suite 300 Fort Worth, TX Grapevine TX 76051 Name / Address (817) 329-2239 McCarthy Building Companies Isaiah Lavigne Plan Specifications iclavigne@mccarthy.com Description Qty Unit of Measure Camp Bowie Boulevard Fort Worth, TX Signage Sum: $8,525 Furnish & Install Left Turn Only sign on 3 -piece unistrut 5 ea $395/EA Furnish & Install Stop for pedestrian w/Left Arrow sign on 3 piece unistrut 3 ea $495/EA Furnish & Install Stop sign w/No Parking sign on 3 -piece unistrut 2 ea $525/EA Furnish & Install No Parking sign on 3 -piece unistrut I ea $375/EA Furnish & Install Stop for Pedestrian w/Right Arrow sign on 3 -piece unistrut 2 ea $495/EA Furnish & Install Right Turn Only sign on 3 -piece unistrut 1 ea $395/EA Furnish & Install Double Left Arrow & Left Turn Only sign on 3 -piece unistrut 1 ea $525/EA Furnish & Install standard handicap sign w/fine sign Per Rule 68.104 on 3 -piece unistrut 2 ea $385/EA Furnish & Install Clifton street blade w/Camp Bowie Blvd. street bladeon 3 -piece 1 ea $425/EA unistrut Furnish & Install Montgomery Next Signal sign on 3 -piece unistrut 1 ea 53 /EA Install Solar RRFB Pedestrian Crossing sign w/Right Arrow sign Back to Back on 4" e $4,120 EA spun aluminum post Install Solar RRFB Pedestrian Crossing sign w/Left Arrow sign one side and Right 6 ea $4,120/EA Arrow sign Back to Back on 4" spun aluminum post. ***NOTE: Signs provided by General Contractor*** ***Bid based on 1 mobilization. Additional mobilizations $l,595.00*** RRFB Sum: $28,840 Subcontractor's estimated price is based on prices of materials/equipment that are volatile due to currently existing and documented shortages and production shortfalls. Hence, the price of this estimte expires in 60 days after the above date. Acceptance of this estimate is contingent upon mutually agreeable contract terms. All accessible parking pavement marking and signs installed by JDS Pavement Marking Subtotal $37,365.00 & Repair LLC are compliant with Texas Accessibility Standards and TLDR Rule 68.104 o Tax (8.25%) $0.00 Accessible Parking Spaces. If Avetta is required for the job, S 1,700.00 will be billed anually from job reward date Total through end of billing.$37,365.00 We appreciate the opportunity to submit a proposal on this project and look forward to working with you in the future. Please call the number above or email the Estimator at estimating@jdspavementmarking.com if you have any questions or if I may be of further assistance. Proposal Date Proposal # 5/8/2026 11512 Estimator Dusty Brockway i CHANGE ORDER REVIEW Project Number: 002259.000 Project Name: Camp Bowie Contract Increase/(Decrease) Amount: $ 9,040.76 Time (Days) Added: N/A Explanation for Change and Scope of Work: CO 34 - Permanent Signage Change Order Request # 34 This Change Order covers labor and materials for installing all permanent signage across the Camp Bowie site. Approved By: Dlgilally signed by Isaiah LaVigne DN: C=US. E—_iclavine@ccahny.com, McCarthy: Isaiah LaVigne °NMI=aShyB°Id9ycm,anla=,°uI Date: D- 2026.07.10 10:26 00-05'00' Isaiah LaVigne Change Order Request 034 Project: Camp Bowie Improvements Highway: N/A Section: N/A Date: 02 -Jul -26 Item Pay Item Type Description Quantity UM Unit Price Amount NEW Signage 1.00 LS $ 9,040.76 $ 9,040.76 Total $ 9,040.76 Description of Work: Paradigm Traffic Systems will be providing the City requested Carmanah Double Sided RRFBs, while JDS will be handling installation of the signage and RRFBs. Date: EQUIPMENT Description Days Rate Amount LABOR Description Hours Rate Amount Reg. O.T. Reg. O.T. $ $ - $ $ $ - $ Subtotal 15% Equipment Markup: Total Equipment: $ - $ - $ - 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ - $ - $ - MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount - JDS Pavement Marking and Repair, LLC 1 LS $ 8,525.00 $ 8,525.00 $ $ $ - $ - $ - $ - $ - $ - 5% Subtotal Subcont. Markup: Total Subcontractor: $ 8,525.00 $ 426.25 $ 8,951.25 15% Material Subtotal $ - Markup: $ - Total Material: $ - Change Order Request (COR) #: 34 SUMMARY Labor: $ - Equipment: $ - Material: $ - Subcontractor: $ 8,951.25 Subtotal Costs: $ 8,951.25 OH & Profit Markup Included in Each Category YI Bond: 1.00% $ 89.51 Total This Sheet: $ 9,040.76 Units 1.00 Unit Price $ 9,040.76 Lavigne, Isaiah From: Lavigne, Isaiah Sent: Monday, March 9, 2026 12:43 PM To: trieff; Josh Goad Cc: Valdez, Mark; Siggerud, Pete Subject: MCC_2259_CAMP BOWIE_PERMANENT ROADWAY SIGNAGE Travis and Josh, We have recently been working through an issue that came to light during the scheduling of signage installation. When McCarthy began coordination efforts between contractors, it was identified that permanent signage had not been included within the electrical contractor's scope. After further review, McCarthy believes the language within the front-end documents could reasonably be interpreted as temporary signage required for traffic switches rather than permanent roadway signage. With the upcoming traffic switch approaching, I wanted to share this information as we begin collecting pricing. Since the scope variance stems from clarification of the contract requirements during construction and represents a trade buy-out differential, we anticipate proposing the use of CMAR contingency to address the associated cost. Remaining CMAR Contingency: $75,641.91 Signage ROM: $35,000.00 Below is a snippet of the front-end language that could reasonably have been interpreted this way. Work Category 44 Electrical and Lighting SPECIFICALLY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: Provide all labor. materials, tools, and equipment as required to perform this Work Category scope of work. The scope of work is to be performed in accordance with the Contract Specifications, Drawings, Addenda, McCarthy Front Ends and any other contract documents. Inclusions,. 1. Provide a complete and functioning electrical, fighting, and roadway signage package for the Project. 2. Provide all required connections and terminations as noted, even if not indicated within the Electrical Plans, 3. Bagging or changes to traffic signals and signage changes on mast Mm during construction to ensure public safety per traffic control plans and phasing. CMAR will coordinate all efforts as needed. 4. The Electrical Contractor shall adjust anchor bolt layout accordingly to the base plate of the We will reply to this email once package is finalized with actual pricing. Regards, Isaiah LaVigne Project Senior Engineer MVLWNTINRkIM14 TANf IRP£ ,R[bmldR WIERBLL TCWCROSS*ALXP MTP11111NG ITWMN TWFRkRGIMMI6 U61YMI10N0 i»M TWNANFCNANN612ATlON fRAI$FDPY61 fief W4evM l.91 YOfACN T1'PI W4N61M4RkfI YYRf R.ONIMT10 NR4'IR M4RQR h%x{><4 kANED PVM MARKER 81601 i M SUNEOOfWROA NG IVOFW PV61MA BR 4.111snPVM lilt W 4PVM WMNQR LMI(6 tw, .Rr RX „a¢n a nMmrvnn n PRf ORVND MERRq%As1K cw, IN1[M 4 "ONlf PV61 NMRING WMIE NMI 'IN61xAS fl)Smll) s MTTIIMNARROW WNI, PE .,KRMOP,-TR, IFACN PVMAMkING PVM—TwsI(1)Smll.1 M'FkTRWPD M0UpM5OC NM HARM NG INAS) L V s n11L) U)M 6 SNHBARNMNMNtMG if WMfF l0MNRAYUNEIINIPVMI BEW.F IKEIIMOPIASOCPVM MUNRP6 4LF W RWRkINO WIM 14W1 x.LRPPMrt IAWLR fMIsfONM MAk4X IRAQI TWPF II UIPV61MARR01 )FACH 0NTMSICROssWAUPVM G'RLYR PRIfON1l0I-RWPIASTC OOIP MMIRIN6 If R111iE PVMAWPRINOIWsH-10 1mU U OLNHEYme4vuNFINM RNGIYPFII-401361 MRWIM AMiNLLR PTfLLYW 4' 1115010361 NMW'll It*MOoWIMPVM w¢LwG lu,ee 446 3.00 IP CAMP BOWIE BOULEVARD IWNIN) a n 6 @T u II II /p LOT IR—I, BLOCK 2 II IfeI NORTH TEXAS STATE UNIVERSITY TEXAS COLLEGE OF OSTEOPATHIC MEDICINE ADDITION (CAB. A. DUDE 2179) /I/ MONUMENT , / 6 10 13 113 (VOL. 6953FPG.X2012) RJ REPLACE EXISTING , ALIGN DETECTABLE W R INC WITH WESTERN CROSSWALK NO PARKING SIGN. © ALIGN OUTHERN E WARNING' ® WITH SOUTHERN CROSSWALK , /V/�/ • 6 ' 1 BB RB RBB 68 I. SI68Af `•�•• �Q + BB 8 8 8 B R B��a 8 8 8 8 B 4+00 rt B -(5)S+OP —°/LOP El . SEE PAVEMENT MARKING DETAIL SHEET 5e '�' W A E% HATCHED L�L PWT MARKING 1r ° - -- 1 / PROP ACCESSIBLE RAMP ' <4y LOT A. BLOCK I ANON CARTER MUSEUM OF WESTERN ARTS 1,9d11 (VOL. 388-107. PG. 59) AMONG CARTER EOUNDATION A❑ 510 4-2+-. T*3 -4 PEV!EWED WA#nw Gwdm dal T:44 p. 465* 69* 14116 LOT 1R-1, BLOCK 2 INSTALL sALvacED �� ®; I�o°R°rxw P^ns•m�+ NORTH TEXAS STATE CNIVERSINY Ant -2 g wl6-mL ® niRKG.EI0NEERmG Imn SIGNS WITH NEW x ' TEXAS COLLEGE CF OSTEOPATHIC MEDICINE ADDITION DOUBLE SIDED RRFB ' WestwOOd rxREG: suRrermG ClRx Ls (CAB. A. SLIDE 2179) (CONTRACAOR ED MAwrNN p cLEaR CONSTRUCTION NOTES STATE OF lEXA5 YOt-2 4' SIDEWALK PATH) 1k¢s. IFxcrs. 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(VOL. 388-107, PG. 59) "msTAu SALVAGEn 1—a g 4 ROADWAY IMPROVEMENTS AMOK G. CARTER FOUNDATION / SIGNS WITH NEW • (VOL 4542. PG. 467) / 0000 E SIDED WHO ' M1_a � SIGNAGE AND STRIPING PLAN -2 STA 0+00 TO STA 10+00 Yll6-7PU �---:RAWN: SIGNED:CTL/MKB PK JOB NO. DATE: CSC/MKB 5085-22.692 MAY 2028 37 OF 92 REPLACE SALVAGED STOP SIGN, CLIFTON INSTALL 50 LF OF 6' STOP ST @ CAMP BOWE 0 SOLID DOUBLE YELLOW LOT 1112, BLOCK JR BLVD STREET NAME / W.IpT MARKING VAN ZANDT HILLSIDE ADDITION SIGNS @ NO CAB. A, SUDE 8109 pt_ PARKING THIS SIDE ( ) OF STREET SIGN / ��/ UNIVERSITY D NORTH TE%As SYSTEM '^�,„e / (NO RECORD INF0RMADOV FOUND) R] 6 EX ROW I 1 REVISIONS xo. p oEsa oA 1 ® STREET SIGNAGE RENSIGN 5 06 202 2 Q O 4 B o n ]G �SA ACCESSIBLE ISNSTALL Rt-5BL BA PROP ACCESSIBLE O B B RT-5BL } I RAMP RAMP /{ /I[,1 INST Rt-5BR. aI-I LLSIGN wI RI-5BR {00 11+00 12+00 W■ —I — t E% SKIP LINE RAISED G PVMT MARKERS I �• � r -- , 13+00 A IA ! — — 1 —W16 -]PR— — 1 ®iw PEV!EWe, XArw4ew Gdmviattbam,llm"df. 40T z1 IJ IIa AMP BOWIE BOULEVARD ! (wlwo REn OW S AW ---� r E% R� • �,. EXISTNG EXISTNG BICYCLE EXISTNG CULTURAL )0 EXISTING NO PASSING WAYFINOING DISTRICT EXISTING BUS Wlt-2 ® I ., E:� .Ci ltsa Mr wY[e1 WTB dMEA9� BUYII YU x µ¢SNNA AU SW2R cP014R11 IN PARKING SIGN CLEARANCE SIGN SIGN SIGN STOP SIGN I G' w %s u ox rx A scum oocuu[uT OVER HOnRNi E11 UNO W16 —]PL INSTALL SALVAGED ER TH=Z E MaNExlxc PRAcncE ACT. E TEXAS CITY OF FORT WORTH ;" WI6—]P& SIGN I • (VOL 1281. 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O `� \ \ A) NRC.DPMO MCRMOPWM A 'ONIY'rvMfMI1RIN6 YIMR OIALM MI)MM NGIW) MSm 1. MRTIIM AAROW MLFCRRfD LI4.10VW1% 9 OVMI G41R1116 MRIIII RVRR I+M)IUSmII SFAW PAR T BM! 9) @sM051*5)10 ! i> I90 05 % R� O 1p�� .w <nM) &MPB "eL, ,n}p 50TR.T �v e�iYcLENR`sz)T �sTwcu 01Y PROJECT NO. 105654 X 2625° RNRC IPRC24 0119 MAPSCO NO TAR -0]64 (��/nyL_ 1 O Y t `� 2l IXTRWm TtRFNP1A)M Lj RP \ w` SIfYYI1PVEA YN911NG KWR>! GM 1 /1 RALLBR t ./ s _ IAt R(ING.1N�)1�T15_m� IIM1M8Np TDSSRKMG MAWDPUSM PVNFM**U IRTIf RD M114 02004JJ31 105659 EO]6a5 TAO MAP NO 2036 392 1 INSTALL Rt-SBi. 1 -ER PI SIGN / R {NMMER CR P1Nrt M1MRRBI fRAI)EDPVMT INA))NPI IItAPVMTMARQR XFA[N �4 'N /, / RNiRTURN4xRaM PRvalrxuTINWMDPIAmc R rvMT MRn.NG NiPI[ rvMf M1Y1R0NGINA)TIIISmII.I IfACH CITY OF FORT WORTH, TEXAS 1 LOT 1, BLOCK 1 M.M.A. ADDITION / )w RAYIAN411N1 PVAIF B'W78416 CAMP BOWIE, BOULEVARD 1 (CAB. A. SLIDE 5215) 1 /' m xM11[W4WTM NKx.cxrvbrt YMIMDPVMT 110191 78P111 PVM78100 1G rav / AwRxa MMRx[x 1MI31 NPIIIQPVMFMARRG l2GCN / 1 MPA FOUNDATION II /' IVOL 12440. PG. 1072) .c.l , / M 1WB15 ROOrvM o'wsso MRMDP wM1 M.nwG aM ROADWAY IMPROVEMENTS 1 / i / "f/ � H ROUONM 41x6 6•WRE 78 )M PVM MRb W mV SIGNAGE AND 1 i /17�, � � ss rifOD BQADA 500 ewM [ XB °PMmcPVM M..wG 5nN STRIPING PLAN / STA 26+00 TO END 1 % � / m 7lasmrpwFMamo IRFFCW.ETEAR BPIA9K Rm(NED:CTL/MKB PK JOB NO. DATE: SHEEP 1 08A*: ONE/MOB 5085-22.692 AlL 2024 40 15 92 NGLX zo - TDPma � o 1flH_F a H....... .RN„�mrex.w �� Ne.�.�PP.x gam: • L �,. OOOOGEGED EXPANSION xzNT UNCR SECTION VIEW SIDEWALK WITH MONOLITHIC CURB WALL ... o... AWN eGE r oA r msoE GJIQI TAS m WA WSSWAANA„ • u BAR. A. u s I I n S ' _ ��- L ».x. 6'': 1� Ti/1 Lar� - a'o,�t*rFtWA �' ie oaew ...e.R.RA �xT SECTION PEWry xADDixE m.wCEs MnIE xn men *NS 4]111 sEcn '" () EN �SIDEWAIL<m OrGoLK AELAXAGO IA O,LEA AWlS ROTATOIO WAIF SALAGILEt�'2 TOE SEAL APPEAWIGA BA HAS 000LOJENT WAS I. 5 AIX PAID PER SWINE FOOTAGE OF WA.AWAv. 1. ODEWALK AND CURB WALL TO BE PAID WITH SEPARATE 910 ITEMS: 2. RETAN WALL PAID PER SQUARE FOOTAGE OF WALL FACE SIDEWALK - SQUARE FOOT W AUTEBAi x aSA SEAR501401144(01 9 SEWER 400 501 DERNDDERALE .I RESRPECR✓nIVRSFI.Y ALL IS CURRWALL - LINEAR FOOT ENGINEER IS AN OPER HDRRCA SE NOER TOE TEXAS 2. FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MONE THAN 12" ExmxEExlxc PR.cncE .ci. HEIGHT, USE RETAINING WALL DETAIL FOR ENTIRE LENGTH. O�I)nxrr CITY OF FORT WORTH, TEXAS REVISED: 6-10-2022 OprErQlnpT CITY OF FORT WORTH, TEXAS REVISED: 6-10-2022 ��VV SIDEWALK DETAILS 32 13 20-D546 l�l �•�•VVl�� SIDEWALK DETAILS (SHEET 1 OF 2) {SHEET 2 OF 2) 32 13 20-D546 Westwood ..:.. ,emu°' gorySW SAtAN A 4115455 2W CONSTRUCTION NOTES � Q`s f t"- �i) \ ETARR_ z. „nw ...ET - � T v� -ALL eE 11 ARD Fwas As�R— ro�axBNFI:ET of vR own wa�i ` xDxm"•wx,TxRa v""�o aoa-°mx �� cowiAx, snn Rmr „. ,wa m,m x .®mxlmA+,x . E .0 creici ixE�auow�xc.T LL.s*Ru xmwxs ..Ire To E.c.v.c .T ,Ti' �� uxmAir earaM,x BRRaT sDE o rwx. Y� TAM TpPSM. O voeT DETML xrnir� w Tv gar. T,Uu oaEx—S IBM avf-erne PRDPo5Fa PAVEMENT K• 32 91g1xRDR Tms LDDAnre oM.Y O rE iEri.wml an al.0 max TM p(eT�) Pig= Ueee',W 1O Wsx SECnON DR 5FE MxM O Txd ID <e�T) R10-eR,R MENT NEPUR ii -- F— - D e DEtuE GRADE PER Fgg - -- �� — m P�Y�(HT1 DeDDWD-gC�Rtt. JY] (Iq N W !U `%E' (P W'lat�oE�iuLYuartrv9rlcR O i tx R F 1T1- r _ ua-_- _ 42�i�0/if �+ ) • °°""`T"TN1O�"'"`m" HORIZONTAL& VERTICAL CONTROL - - _ t • �mlPw ..was Bw ss euA Ee a�Ts rnMPAc¢D R�iLorARaIE • """ ° "D'w `E°L"x`b"aF wW;'•.'" '� T�N,01'i cDND oWN,'�" grnONOr° Mm m ALL €� v"'Sf�4 N1 ₹433 Ns9₹°� D -- . _? • nP,v uwurnl BMA �Wm BM,! gJWT wIaE,E gMA TTaT nw v. T I cavJ urnwSTTREET Rm ,«k s IemDRxc re a c C°xYEa nD"u', a c�' xREi< DDx ADWAY PROP D sreeR DE _AL • ° "`g x; ":L D "Y1 nfNR� R� 4Y q o °f DM4 R$d PER PRACADWAY • 1I ixp,Aq�.unrAo-w PJl%».aE N�1 �e �RY, 6bs nEc,"xn'a wuNT SEW >e�T. 5 Ax CITY PROJECT N0. 105654 X-28250 .e<m..EWSUT 545 SAGARAvuu roe now WANE PITT 1114 2 4-0 1 E9 MAPSCO Na TAR -0]6A 5550514455 HIS 30114-020043331-105654-E0]665 TAD MAP Na 2036-392 NOTES +' W -4, .4-��II_L. Cl- OF FORT FORTH, TEXASDATE. 5-5-2010 1. CITY APPROVAL REWIRED FOR USE CURB W •N SIGN POST DETAIL SARA DIMENSIONS THAT VARY FROM OE DETAIL MULE W 3441 30-D684 R. MATCH STREET SAWED JOINTS FOR SAWED JUNTS IN CITY OF FORT WORTH, TEXAS CURB. CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS CITY OF FORT WORTH, TEXAS REVISED: 00-31-2012 CONSTRUCTION DETAILS STANDARD MONOLITHIC CURB 32 1313-D525 DESIGNED:CTL/MKB PR JOB NO. DATE: SHEET DRAWN: CSC/MKB 50&5-22.692 JUL 2024 52 00 92 M=9CARW_ Project Name Project No: Camp Bowie 002259.000 DESCRIPTION OF THE PROPOSED CHANGE: CO 42 - RRFBs SCOPE: OWNER CHANGE ORDER O.C.O. # 0042 DATE: July 02, 2026 This item represents a CMAR Contingency request to address a scope clarification identified during construction related to permanent roadway signage. Based on a reasonable interpretation of the front-end contract documents, this scope was not included in the original electrical trade buyout. The proposed CMAR Contingency is intended to cover the procurement and installation of permanent signage materials and to reconcile the resulting trade buyout differential. The City of Fort Worth Traffic Management Department required the use of the Carmanah Rectangular Rapid Flashing Beacon (RRFB) system to ensure compatibility with its existing infrastructure, allowing for efficient maintenance and continued safety for the pedestrian public. The original RRFB system proposed by JDS Pavement had a total furnish -and -install cost of $79,114, excluding any additional general contractor costs. However, at the City's direction, the RRFB system was changed to the Carmanah product. The revised cost for furnishing the Carmanah RRFBs through Paradigm and installation by JDS Pavement is $111,160, excluding any additional general contractor costs. Lead times for the RRFB units are currently estimated at 60-90 days; however, these estimates have not yet been confirmed by Paradigm. Actual lead times may vary based on manufacturing conditions, including production demand and material availability. The overall project schedule may be affected by the confirmed delivery date of the RRFB units, as additional time may be required to complete contractual arrangements. Upon receipt of the RRFB units, installation is anticipated to be completed within approximately seven (7) working days. Pricing Details: Company Name Description Amount WC #2 - CONC PV & FW 126,199.50 CCIP 2,549.23 Builder's Risk 1,287.49 Fee 10,337.88 P & P Bond 1,122.99 Contingency -56,405.16 Net Amount This Proposed Change 85,091.93 Net Change in Calendar Days Due to This Proposed Change Days Printed on: 7/2/2026 11:55:04 PM Page 1 of 2 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. McCarthy Building Companies 12851 Manchester Rd. St. Louis, MO 63131 Digitally signed by Isaiah LaVigne DN. C=US, E clavignetlamccarthycom, Isaiah LaVigne ob= Cadhy Eaildmg Companies, OU=Civil, CN=Isaiah LaVigne Data: 2026,07.1010:27:350500' SIGNATURE DATE TrebleOak 4849 Greenville Avenue, Suite 100 ballas. TX 75206 Josh Goad SIGNATURE DATE Crescent Property Services LLC 3230 Camp Bowie Blvd, Suite 500 Fort Worth, TX 76107 Digitally signed by Travis Rieff ON. GUS, E=TriaH@crescenl,00m, Travis Rieff O=Crescent Real Estate LLC, OU=VP Development. CTravis Riaft Date: 2026.07.13 1 10:5655-05'00' SIGNATURE DATE Printed on 7/2/2026 11:55:04 PM Page 2 of 2 MMARW PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 42 - RRFBs OWNER CHANGE ORDER O.C.O. # 0042 DATE: July 02, 2026 NOTES: This item represents a CMAR Contingency request to address a scope clarification identified during construction related to permanent roadway signage. Based on a reasonable interpretation of the front-end contract documents, this scope was not included in the original electrical trade buyout. The proposed CMAR Contingency is intended to cover the procurement and installation of permanent signage materials and to reconcile the resulting trade buyout differential. The City of Fort Worth Traffic Management Department required the use of the Carmanah Rectangular Rapid Flashing Beacon (RRFB) system to ensure compatibility with its existing infrastructure, allowing for efficient maintenance and continued safety for the pedestrian public. The original RRFB system proposed by JDS Pavement had a total furnish -and -install cost of $79,114, excluding any additional general contractor costs. However, at the City's direction, the RRFB system was changed to the Carmanah product. The revised cost for furnishing the Carmanah RRFBs through Paradigm and installation by JDS Pavement is $111,160, excluding any additional general contractor costs. Lead times for the RRFB units are currently estimated at 60-90 days; however, these estimates have not yet been confirmed by Paradigm. Actual lead times may vary based on manufacturing conditions, including production demand and material availability. The overall project schedule may be affected by the confirmed delivery date of the RRFB units, as additional time may be required to complete contractual arrangements. Upon receipt of the RRFB units, installation is anticipated to be completed within approximately seven (7) working days. PCI Description Amount 00078 CO 42 - RRFBs 85,091.93 The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Orders: 1,143,998.17 The Contract Value prior to this Change Order was: 14,042,654.17 The Contract Value will be changed by this Change Order in the amount of: 85,091.93 The new Contract Value including this Change Order will be: 14,127,746.10 The Contract duration will be changed by: 0 Days The revised Substantial Completion date as of this Change Order is: August 21, 2026 Printed on: 7/2/2026 11:56:23 PM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #42 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 42 - RRFBs GMP Cost General Works G\X' 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork&Demolition 1 LS $ 1,452,399 $ 113,000 $ 1,565,399 $281,982 $1,847,380.86 WC#2 - McCarthy Building Companies, Inc. $ - ConcretePaving & Flatwork I LS $ 1,924,128 $ 300,000 $ 2,224,128 $410,989 $126,199.50 $2,761,316.86 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete I LS $ 476,904 $ 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical&Lightin I LS $ 1,350,000 $ - $ 1,350,000 $13,056 $1,363,056.43 WC#5 - Ruppert Landscape $ - Landsca in & Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $166,461 $399,827.58 WC#7 - Ruppert Landscape Brick Pavers I LS $ 393,303 $ 164,000 $ 557,303 $215,614 $772,917.04 WC#8 - Fort Worth Civil Contractors XX $ - UndergroundUtilities 1 IS $ - $ 2,021,088 $ 2,021,088 $106,725 $2,127,813.25 Direct Cost Subtotal $ 6,278,797 $ 2,669,345 $ 8,948,142 $1,524,687 $126,199.50 $10,599,028 MI General Conditions s 1,203,831 $ 521,736 $ 1,725,567 $107,937 $1,833,503.42 M2 CCIP 2J''., $ 168,428 $ 71,799 $ 240,227 $32,774 $2,549.23 $275,550.92 Builder's Risk Insurance {n.uo;-,. $ - $ - $ - $19,540 $1,287.49 $20,827.55 Cost of The Work Subtotal $ 7,651,056 $ 3,262,880 $ 10,913,936 $160,251 $3,836.72 $12,728,910 M3 Fee 7.95", 8 608,259 8 259,399 $ 867,658 $140,411 $10,337.88 $1,018,406.66 Subtotal $ 8,259,315 $ 3,522,279 $ 11,781,594 $140,411 $10,337.88 $13,747,316 M4 McCarthy Performance & Payment Bond 0.80% s, 73,105 $ 29,736 $ 102,841 $15,229 $1,122.99 $119,192.77 Subtotal $ 8,332,419 $ 3,552,015 $ 11,884,435 $15,229 $1,122.99 $13,866,509 M5 Construction Contingency 5.00% $ 3.36,621 $ 177,601 $ 514,222 ($457,817) ($56,405.16) ($0.02) M6 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landscape Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal $ 9,169,040 $ 3,729,616 $ 12,898,656 ($957,817) $56,405.16 $0 CO Ol NTP 2/10/2025 $ - $ - $ - $261,237 $261,237.00 $ - $ - $ - $0 $0.00 Subtotal $ - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 $ 3,729,616 • $12,898,656 $1,143,998 $85,091.93 $14,127,746 P.O. Box 5508 — Arlington — Texas — 76005-5508 817.831.9406 — fax 817.831.9407 Estimating@Paradigmtraffic.com www.paradigmtraffic.com — — 'raffic SVS S— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TO: Paradigm Traffic Systems 2201 East Division Street Arlington, Texas 76011 ann: Estimating Department ph: 817-831-9406 Ix: 817-831-9407 QUOTATION RFQ: MCCARTHY MARK VALDEZ RFQ - CARMANAH RRFB MAVALDEZ@MCCARTHY.COM PRICING AND DATE UPDATED DMJ DATE 6/30/2026 SLSMN DMJ Deli',er', Date 60 - 90 Days ARO FREIGHT PPD & Allowed SHIP VIA Best Way F.O.B Destination TERMS Net 30 QTE NUMBER Q39573DMJ ITEM Q1'Y DESCRIPTION UNIT PRICE TOTAL PRICE PLEASE SEE NOTES THROUGHOUT THIS QUOTE This quote is valid for 60 days. Thereafter it is subject to change without notice. 1 6 CARMANAH DOUBLE SIDED SOLAR RRFB (WITH LEFT AND RIGHT ARROW SIGN) $11,760.00 $70,560.00 *NOTE* Each assembly consists of Grounding Lug, Screw -in Anchor, Aluminum Base, Collar Assembly, 20' Aluminum Pole - 4" OD, Top of Pole Mount R920 -F Carmanah Solar Engine with Batteries, Applied Information Integration Kit Two (2ea) 36"x36" W11-2 Ped Crossing & 24"x12" W16-7PL and W16-7PR Diagonal Downward Arrow Signs. Two (2ea) Yellow Rectangular Rapid Flashing Beacon Bars with Confirmation Lights and One 9"x12"Polara Bulldog Pushbutton Station with Sign. With Applied Information Low -Power Monitoring Unit With 10 -Year Plan 2 1 CARMANAH DOUBLE SIDED SOLAR RRFB (WITH 2 RIGHT ARROW SIGNS) $11,760.00 $11,760.00 *NOTE* Each assembly consists of Grounding Lug, Screw -in Anchor, Aluminum Base, Collar Assembly, 20' Aluminum Pole - 4" OD, Top of Pole Mount R920 -F Carmanah Solar Engine with Batteries, Applied Information Integration Kit Two (2ea) 36"x36" W11-2 Ped Crossing & 24"x12" W16-7PR Diagonal Downward Arrow Signs. Two (2ea) Yellow Rectangular Rapid Flashing Beacon Bars with Confirmation Lights and One 9"x12"Polara Bulldog Pushbutton Station with Sign. With Applied Information Low -Power Monitoring Unit With 10 -Year Plan ALL MATERIALS MEET TXDOT SPECIFICATIONS. For any questions, comments or concerns, Please email us at: Estimating@Paradigmtraffic.com *This quote is valid for 60 days. Thereafter it is subject to change without notice. *Thank you for the opportunity to submit a proposal to you on this equipment. Please reference this quotation (by QTE number) when placing order. If you have any questions, please call or send a fax to me. *When sending RFQ's, PO's or RFI's, please send to ESTIMATING@PARADIGMTRAFFIC.COM *Unless previously discussed, quote is for material only OFFERED BY: Dylan Jaynes Paradigm Traffic Systems, Inc. Estimatinana oaradiamtraffic.com Federal ID# 75-2520341 TOTAL 1 $82,320.00 J Dsccc PAVEMENT nnnouinir_ nnin oGonio I I Project Information 701 Hanover Dr. Camp Bowie Boulevard Suite 300 Fort Worth, TX Grapevine TX 76051 Name / Address (817) 329-2239 McCarthy Building Companies Isaiah Lavigne Plan Specifications iclavigne@mccarthy.com Description Qty Unit of Measure Camp Bowie Boulevard Fort Worth, TX Signage Sum: $8,525 Furnish & Install Left Turn Only sign on 3 -piece unistrut 5 ea $395/EA Furnish & Install Stop for pedestrian w/Left Arrow sign on 3 piece unistrut 3 ea $495/EA Furnish & Install Stop sign w/No Parking sign on 3 -piece unistrut 2 ea $525/EA Furnish & Install No Parking sign on 3 -piece unistrut I ea $375/EA Furnish & Install Stop for Pedestrian w/Right Arrow sign on 3 -piece unistrut 2 ea $495/EA Furnish & Install Right Turn Only sign on 3 -piece unistrut 1 ea $395/EA Furnish & Install Double Left Arrow & Left Turn Only sign on 3 -piece unistrut 1 ea $525/EA Furnish & Install standard handicap sign w/fine sign Per Rule 68.104 on 3 -piece unistrut 2 ea $385/EA Furnish & Install Clifton street blade w/Camp Bowie Blvd. street bladeon 3 -piece 1 ea $425/EA unistrut Furnish & Install Montgomery Next Signal sign on 3 -piece unistrut 1 ea 53 /EA Install Solar RRFB Pedestrian Crossing sign w/Right Arrow sign Back to Back on 4" e $4,120 EA spun aluminum post Install Solar RRFB Pedestrian Crossing sign w/Left Arrow sign one side and Right 6 ea $4,120/EA Arrow sign Back to Back on 4" spun aluminum post. ***NOTE: Signs provided by General Contractor*** ***Bid based on 1 mobilization. Additional mobilizations $l,595.00*** RRFB Sum: $28,840 Subcontractor's estimated price is based on prices of materials/equipment that are volatile due to currently existing and documented shortages and production shortfalls. Hence, the price of this estimte expires in 60 days after the above date. Acceptance of this estimate is contingent upon mutually agreeable contract terms. All accessible parking pavement marking and signs installed by JDS Pavement Marking Subtotal $37,365.00 & Repair LLC are compliant with Texas Accessibility Standards and TLDR Rule 68.104 o Tax (8.25%) $0.00 Accessible Parking Spaces. If Avetta is required for the job, S 1,700.00 will be billed anually from job reward date Total through end of billing.$37,365.00 We appreciate the opportunity to submit a proposal on this project and look forward to working with you in the future. Please call the number above or email the Estimator at estimating@jdspavementmarking.com if you have any questions or if I may be of further assistance. Proposal Date Proposal # 5/8/2026 11512 Estimator Dusty Brockway CHANGE ORDER REVIEW Project Number: 002259.000 Project Name: Camp Bowie Contract Increase/(Decrease) Amount: $ 126,199.50 Time (Days) Added: N/A Explanation for Change and Scope of Work: CO 42 - RRFBs Change Order Request # 42 This Change Order covers labor and materials for installing all permanent RRFBs across the Camp Bowie site. Approved By: McCarthy: Date: Isaiah LaVigne Change Order Request 042 Project: Camp Bowie Improvements Highway: N/A Section: N/A Date: 02 -Jul -26 Item Pay Item Type Description Quantity UM Unit Price Amount NEW RRFBs 1.00 LS $ 126,199.50 $ 126,199.50 Total $ 126,199.50 Description of Work: Paradigm Traffic Systems will be providing the City requested Carmanah Double Sided RRFBs, while JDS will be handling installation of the RRFBs. Date: EQUIPMENT Description Days Rate Amount LABOR Description Hours Rate Amount Reg. O.T. Reg. O.T. $ $ - $ $ $ - $ Subtotal 15% Equipment Markup: Total Equipment: $ - $ - $ - 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ - $ - $ - MATERIAL Quantity UoM LS SUBCONTRACT Description Rate Amount $ 82,320.00 $ 82,320.00 $ Description Quantity UOM Rate Amount Paradigm Traffic Systems 1 JDS Pavement Marking and Repair, LLC 1 LS $ 28,840.00 $ 28,840.00 $ $ $ $ - $ - $ - $ - $ - 5% Subtotal Subcont. Markup: Total Subcontractor: $ 28,840.00 $ 1,442.00 $ 30,282.00 15% Material Subtotal $ 82,320.00 Markup: $ 12,348.00 Total Material: $ 94,668.00 Change Order Request (COR) tt: 42 SUMMARY _ Labor: $ - Equipment: $ - Material: $ 94,668.00 Subcontractor: $ 30,282.00 Subtotal Costs: $ 124,950.00 OH & Profit Markup Included in Each Category Bond: 1.00% $ 1,249.50 Units 1.00 Unit Price S 126.199.50 Lavigne, Isaiah From: Lavigne, Isaiah Sent: Monday, March 9, 2026 12:43 PM To: trieff; Josh Goad Cc: Valdez, Mark; Siggerud, Pete Subject: MCC_2259_CAMP BOWIE_PERMANENT ROADWAY SIGNAGE Travis and Josh, We have recently been working through an issue that came to light during the scheduling of signage installation. When McCarthy began coordination efforts between contractors, it was identified that permanent signage had not been included within the electrical contractor's scope. After further review, McCarthy believes the language within the front-end documents could reasonably be interpreted as temporary signage required for traffic switches rather than permanent roadway signage. With the upcoming traffic switch approaching, I wanted to share this information as we begin collecting pricing. Since the scope variance stems from clarification of the contract requirements during construction and represents a trade buy-out differential, we anticipate proposing the use of CMAR contingency to address the associated cost. Remaining CMAR Contingency: $75,641.91 Signage ROM: $35,000.00 Below is a snippet of the front-end language that could reasonably have been interpreted this way. Work Category 44 Electrical and Lighting SPECIFICALLY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: Provide all labor. materials, tools, and equipment as required to perform this Work Category scope of work. The scope of work is to be performed in accordance with the Contract Specifications, Drawings, Addenda, McCarthy Front Ends and any other contract documents. Inclusions,. 1. Provide a complete and functioning electrical, fighting, and roadway signage package for the Project. 2. Provide all required connections and terminations as noted, even if not indicated within the Electrical Plans, 3. Bagging or changes to traffic signals and signage changes on mast Mm during construction to ensure public safety per traffic control plans and phasing. CMAR will coordinate all efforts as needed. 4. The Electrical Contractor shall adjust anchor bolt layout accordingly to the base plate of the We will reply to this email once package is finalized with actual pricing. Regards, Isaiah LaVigne Project Senior Engineer MVLWNTINRkIM14 TANf IRP£ ,R[bmldR WIERBLL TCWCROSS*ALXP MTP11111NG ITWMN TWFRkRGIMMI6 U61YMI10N0 i»M TWNANFCNANN612ATlON fRAI$FDPY61 fief W4evM l.91 YOfACN T1'PI W4N61M4RkfI YYRf R.ONIMT10 NR4'IR M4RQR h%x{><4 kANED PVM MARKER 81601 i M SUNEOOfWROA NG IVOFW PV61MA BR 4.111snPVM lilt W 4PVM WMNQR LMI(6 tw, .Rr RX „a¢n a nMmrvnn n PRf ORVND MERRq%As1K cw, IN1[M 4 "ONlf PV61 NMRING WMIE NMI 'IN61xAS fl)Smll) s MTTIIMNARROW WNI, PE .,KRMOP,-TR, IFACN PVMAMkING PVM—TwsI(1)Smll.1 M'FkTRWPD M0UpM5OC NM HARM NG INAS) L V s n11L) U)M 6 SNHBARNMNMNtMG if WMfF l0MNRAYUNEIINIPVMI BEW.F IKEIIMOPIASOCPVM MUNRP6 4LF W RWRkINO WIM 14W1 x.LRPPMrt IAWLR fMIsfONM MAk4X IRAQI TWPF II UIPV61MARR01 )FACH 0NTMSICROssWAUPVM G'RLYR PRIfON1l0I-RWPIASTC OOIP MMIRIN6 If R111iE PVMAWPRINOIWsH-10 1mU U OLNHEYme4vuNFINM RNGIYPFII-401361 MRWIM AMiNLLR PTfLLYW 4' 1115010361 NMW'll It*MOoWIMPVM w¢LwG lu,ee 446 3.00 IP CAMP BOWIE BOULEVARD IWNIN) a n 6 @T u II II /p LOT IR—I, BLOCK 2 II IfeI NORTH TEXAS STATE UNIVERSITY TEXAS COLLEGE OF OSTEOPATHIC MEDICINE ADDITION (CAB. A. DUDE 2179) /I/ MONUMENT , / 6 10 13 113 (VOL. 6953FPG.X2012) RJ REPLACE EXISTING , ALIGN DETECTABLE W R INC WITH WESTERN CROSSWALK NO PARKING SIGN. © ALIGN OUTHERN E WARNING' ® WITH SOUTHERN CROSSWALK , /V/�/ • 6 ' 1 BB RB RBB 68 I. SI68Af `•�•• �Q + BB 8 8 8 B R B��a 8 8 8 8 B 4+00 rt B -(5)S+OP —°/LOP El . SEE PAVEMENT MARKING DETAIL SHEET 5e '�' W A E% HATCHED L�L PWT MARKING 1r ° - -- 1 / PROP ACCESSIBLE RAMP ' <4y LOT A. BLOCK I ANON CARTER MUSEUM OF WESTERN ARTS 1,9d11 (VOL. 388-107. PG. 59) AMONG CARTER EOUNDATION A❑ 510 4-2+-. T*3 -4 PEV!EWED WA#nw Gwdm dal T:44 p. 465* 69* 14116 LOT 1R-1, BLOCK 2 INSTALL sALvacED �� ®; I�o°R°rxw P^ns•m�+ NORTH TEXAS STATE CNIVERSINY Ant -2 g wl6-mL ® niRKG.EI0NEERmG Imn SIGNS WITH NEW x ' TEXAS COLLEGE CF OSTEOPATHIC MEDICINE ADDITION DOUBLE SIDED RRFB ' WestwOOd rxREG: suRrermG ClRx Ls (CAB. A. SLIDE 2179) (CONTRACAOR ED MAwrNN p cLEaR CONSTRUCTION NOTES STATE OF lEXA5 YOt-2 4' SIDEWALK PATH) 1k¢s. IFxcrs. RTixnaxc Rws ArvG (VOL. 6953, PG T012) O T RZ sMlt eE Is AVG Ni avveekv R— 9.tia RE s Gx2ss Gmsaws ' t I e ( e. J Q P ATL vNWs NNGr eF ImTRWxm PLR cLYW wATLR rcP4xmRx1 GEN 3 EX SKIP LINE RAISED B B F rwx >u coxT4er 1,1E Eeuoxw¢ ITeEusWw xwvs rmM TG Exe.v 1 a' PVMT MARKERS . :� e �I "I'CI: xwem w lPl T oRmR dl ceB �nclu rams (enl »f -erne ONLY _' - W WTMI( wenGv c�','RI<≤R� Y°s-sr. END EX TURN BAY INSTAL LEFT TURN INSTALL SALVAGED INSTALL Wtt-2 3 r RAISED PWT MARKERS L ONLY SIGN R3—SLMCNTGOMERY NEXT g Wi6—]PR SIGN �uu,,gtlxis i'609spp-gp4rett ' �� StGNAC SIGN WIfi-]PR a J i HORIZONTAL & VERTICAL CONTROL m G ]+00 8+00 4 a 9+00 0+ o f @VA e5 ET0 BN)6R RN�TS c R BBB B-88 RB BB BB88 BRB BB BBB RB BBB,88 B G D - SEE PAVEMENT MARKING B INSTALL OWBLE sw!comcum pFq Bu) g)ai mrn PN) T,CUT m xPFT EX SKIP UNE RAISED P W i MARKERS AA BRvuxrnua� cf 54T o - _.., — DE L SHEET s6 �< J6 �� slDeD RRre �,c�r�wv`N`I O1 EX HATCHED o e ONLY INSTALL LEFT TURN CAMP BOWIE BOULEVARD .o EX HATCHED `-0 r ("°n)�°„�"" PWT MARKING4 ONLY SIGN IMVv�E Rom NRfra-w6 a PWT MARKING - CITY PROJECT N0. 105654 X-28250 R3 -SL IPRC 1PRC24-0119 WPSCO Na TAR -07M - - . - - N `�� 170 30114-020043331-105654-E07685 TAD MAP NO.. 2036-392 I TCHE a' WHITE E`. , CITY OF FORT WORTH, TEXAS IN TALL PANT MARKING, ' MATCH EIDS>�G / ' LOT A, BLOCK 1 ' ANON CARTER MUSEUM OF WESTERN ARTS ' CAMP BOWIE BOULEVARD 0. (VOL. 388-107, PG. 59) "msTAu SALVAGEn 1—a g 4 ROADWAY IMPROVEMENTS AMOK G. CARTER FOUNDATION / SIGNS WITH NEW • (VOL 4542. PG. 467) / 0000 E SIDED WHO ' M1_a � SIGNAGE AND STRIPING PLAN -2 STA 0+00 TO STA 10+00 Yll6-7PU �---:RAWN: SIGNED:CTL/MKB PK JOB NO. DATE: CSC/MKB 5085-22.692 MAY 2028 37 OF 92 REPLACE SALVAGED STOP SIGN, CLIFTON INSTALL 50 LF OF 6' STOP ST @ CAMP BOWE 0 SOLID DOUBLE YELLOW LOT 1112, BLOCK JR BLVD STREET NAME / W.IpT MARKING VAN ZANDT HILLSIDE ADDITION SIGNS @ NO CAB. A, SUDE 8109 pt_ PARKING THIS SIDE ( ) OF STREET SIGN / ��/ UNIVERSITY D NORTH TE%As SYSTEM '^�,„e / (NO RECORD INF0RMADOV FOUND) R] 6 EX ROW I 1 REVISIONS xo. p oEsa oA 1 ® STREET SIGNAGE RENSIGN 5 06 202 2 Q O 4 B o n ]G �SA ACCESSIBLE ISNSTALL Rt-5BL BA PROP ACCESSIBLE O B B RT-5BL } I RAMP RAMP /{ /I[,1 INST Rt-5BR. aI-I LLSIGN wI RI-5BR {00 11+00 12+00 W■ —I — t E% SKIP LINE RAISED G PVMT MARKERS I �• � r -- , 13+00 A IA ! — — 1 —W16 -]PR— — 1 ®iw PEV!EWe, XArw4ew Gdmviattbam,llm"df. 40T z1 IJ IIa AMP BOWIE BOULEVARD ! (wlwo REn OW S AW ---� r E% R� • �,. EXISTNG EXISTNG BICYCLE EXISTNG CULTURAL )0 EXISTING NO PASSING WAYFINOING DISTRICT EXISTING BUS Wlt-2 ® I ., E:� .Ci ltsa Mr wY[e1 WTB dMEA9� BUYII YU x µ¢SNNA AU SW2R cP014R11 IN PARKING SIGN CLEARANCE SIGN SIGN SIGN STOP SIGN I G' w %s u ox rx A scum oocuu[uT OVER HOnRNi E11 UNO W16 —]PL INSTALL SALVAGED ER TH=Z E MaNExlxc PRAcncE ACT. E TEXAS CITY OF FORT WORTH ;" WI6—]P& SIGN I • (VOL 1281. PG. 499) / WITH NEW DOUBLE I SIDED RRFB zeA0 MomP n,..nc.mzw arx Imn xEO. sursrErwO clxe, Es INSTALL 50 OF CF 6" PANT MARBLE YELLOW LOT 1182, BLOCK 3R STOP PANT MARKING 13 •' VAN ZANDT HILLSIDE ADDITION R] t / OMAC ON THE ARIA,7304 LLC (CAB. A, SLIDE 8709) RI 1 �O(^s7 (INST. N0. D20]304053) DNIVERSITY OF NORTH TE%AS SYSTEM REPLACE SALVAGED BOW SIGN, v�/�\/ / WI1-2 ROLAND ST L CAMP ROWE BLVD V (NO ftECORO INFORMATON FOUND) ANREET NAGS PIONS N & @ NO PARKING ANrnME SIGN I ?0® Fl SIGSuP ARKIN sT. / OO�yy� WI6-]PL®, J / REPLACE I ®®® EXISTING MONUMENT SIGN J ® SALVAGED - _ _ - _ EX ROW _Ri-5BL_ _._ _ - - - -- --WAYFINDING SIGN /O INSTALL R1-5BL L ; SIGN. —� I Q o INSTALL W11-2 @ - / L— - I } "6-1PL SIGN WIH E% SKIP LINE RAISED PROP ACCESSIBLE �; DOUBLE SIDED RRFB PIT MARKERS RAMPS J e Re - - aI O PROP ACCESSIBLE RAMP WII-2 —iT�B1� ///INSTALL W11-2 @ rn y WI6-]PR SIGN © uE.ull x _ I 'S 1, r WITH SIDED RRFB — TH DOUBLE W16 -]PR- INSTALL R158 -p �'q11 [] W -SOSx +00 — �(-5BR 16+D T]+ 1 a qlR H .PROP ACCESSIBLE ' — � — --sue — — Z. 1� RAMP N J INSTALL SALVAGED ® I I6 -]PR SIGN 1 V NFW DGDRLE S, CAMP BOWS BOULEVARD i B 6 DAy B» E ( W G _ e Ix - - --_ IF ® CONSTRUCTION NOTES41xccRwo TREES. EEx¢c BETAmxc wwsPArvOVmV T RAOd AxRlt ff ,s Av0 ul oNvsw.v a.Wu 9•tii h 5 Vm[ss 0 saws sn cNSTmo nw¢s As xo1c0 To OxE rECT rc PA.— a �Rk REsmAWm , AtE W— WV BE IESMNxm PER —W IMM OEPMn T oEsi rwx au OoxrAcr rxc Vauowx0 As !SASS w xouas moR ro vcAVAnxO x w T Araas (en IT LEAETA 00 09 saOY 1 (h T � � cou tx R PA"Cwn ___� ____�. __ HORIZONTAL & VERTICAL CONTROL a". s' ry Tx sEr mwE Irg �5�E- 9₹��w,E9REwRu< "`V2 �s x�nE,8 CITY II'RC2CT N0. 105654 X-28250 000 0714-4 0119 MAP 540 NO T239 Flo JE114-02004J331-105654-EO]6&5 040 MAP NO. 2036-392 1117 O EX ROW - - - _ _ O 0 11 o/ LOT I - 6 THE KIMBELL / ,,7" (INST. NO. 0210262133) ® GOF OTTF0RT WORTH v (INST. NO. 0200026685) / O of • ��Q(Z Q E O /�Q\ 1� Qx TYPE R OR 4 RPMS (IYP) � C I BAVR.ENIfMRAIN6 GW i1R BI2E RCCRp1 MIhRIA[ MR1T 1 SG,NCRU55VAlN PVA1I ANRRIMG ]T WNR RMSISOSRONB PVM ANPIIING 1fiLL .11:•Nl onlolua D-BA,w N5o1nA!w�wNrt IENRRER ns w.wmmANxXEe 4'w�M wee a4 BALS®rAN . EP ER IBAISIGBNPR NM[Q. MAARR_ i 011RAEDTEEBnaBlAsnc I 6 STOP BAP IVAR MMRWG AI'WMTE nB'BVWf NNos1NGIXISIIlABIIII EBV R ]C CSp.MMF RYMI RVMMG MISS03 mETbJmc1VMEWBRmG BIF WIMT/BEIQPVNi WE# IN/sl n.ExaRuxrt wwleR 4EA U EM MS1CM TWAu NM 6• M Y PMiORNED NFPRGP ASTC B2B f N.R[1NG 7q'WNTF PVMr Mrue0lHW lusmR1 uoa CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS SIGNAGE AND STRIPING PLAN STA 10+00 TO STA 18+00 DESIGNED:CTL/MKB DRAWN: CSC/MKB PR JOB NO. 5085-22.692 DATE: MAY 2021 SHEET 38 OF 92 HIWYII-MwMsl B'RAIN lDNMI nn..W �A r.en ..,mN,.o ,wv U 1MIOSBSI... 1001 TRPC I1 -AA rvBA 1MRRIB 112(0 ■ ll ■ ® LOT 1R f LOT 16. BLOCK 5 ''''��-�1T1■■■ 1 I LOT 14 I LOT 15 o � � VAN ZANDTS HILLSIDE ADDITION _ ■ 1 I d(INST. O. 0211, 42STEE I CONME L.. ETER ANO ma (INST. NO. 0221271821) (INST. NO. 02111]4200) KEEN G. HZTELER 0 a i (INST. NO. 0216250296) GPIF CO MULTI LLC 1 _ w z EX R0W�1-(INST. N0. 0221290]]3) vl - - - Li Li 1tt LJ Q1_ _ _ _ 6DASH WHITE (TYP[T)� `EPE II LR a' RPMs (TrP) F pI a Li 06 F y ]G 19+00 00 2 z l J■ II 8' DASH WHITE (TYP) F 1 - - _® /% - - ONLY Q I TYRE II •'O/ R 4" RPMS (III R3 -5L 1 1 1 1 1 ■ CAMP BOWIE BOULEVARD 6 f TURN _ IF LLJ 1> ________ EX ROW INSTALL SO LF CF 6' LOT 1 SOLD WRITE PVMT THE KIMBELL MARKING (INST. NO. D210262133) REPLACE SALVAGED CITY OF FORT WORTH (INST. N0. 0200026665) NO PARKING SIGN E% ACCESSIBLE MSTALL 50 LF OF 6" /� ®/ LOT 8 DOUBLE YELLOW PEAT 9� LOT 7 LOT MARKING 1 1 EX ACCESSIBLE RAMPS /✓ 13 GPIF CO MULTI 0 1 / (INST. N0. 0221290773) "Li/ / / / BLOCK 5 VAN ZANDT HILLSIDE ADDITION O (VOL. 204. PG. 4) / E% ACCESsIfItE /- 1 J�? P of 2 616' N JP f 1 i///, 6 / LOT 5 / LOT 4 MU L/ GPf ■ / / APPCD TI LLC (INST. NO. D221290773)� - 1 to IID 7SIAOLIFFTTUHAONLY]N NLY SICK 1 Q R3 -5L � 2616 w IZ A CAMP BOWIE BOULEVARD �_ - - - _Iu ONLY - INSTALL LEFTTURN - IQ ONLY SIGN c R3 -5L - 1 c ■ LOT 1. BLOCK 1 M.M.A. ADDITION 1 (CAB. A, SLIDE 5215) 1 MPA FOON DATION 1 (VOL 12440, PG. 1072) 1 ■ KNT£DM1 wR AVE Llf•(AIOPJ1 PMRNAt OLWNIIR TNIPMavw51K wMl Nwu1NG t bOWOROMWAMPVM NPpUN4 II NN111 1O151 WLI nRIFORN101NlWNVI t1K 4 SINN'IV RMIp66 WNTE Pv£1 £AwlNc ws 14..1 4F147V 10171MN00 * PM[ORM01NfMNgwANK f 60101£101.061 PMAMa.NGfwl111aw I 4EPOI DEDT FPMOPLARM I RM BPRPVMwMNING JI<Mllllf 'IItIM PYMT Mu9wG1w5111a N I 6431? PVNN A4MING. WPIMFFK rwMTE w -w. 6*9TIEwMTMAPKING 0110 F4OMNGINNPMED4TG11UN IfwMNE (0151 MD16 10-*1WUNEwMII*1MIND wilNMEu,[RrvMD NxPKM ?OA6IWIfTE P KMSED PRMI 1NMNgPNS11EwMENMPKIND Iw511MEaa 01£71£6[16 PSIIE 3SFA DOUAETEUONUNE- BTELLOW 13 NMP£ND WIM T6R •-M NNST I -D PYM7 THDwCAA5TIEPVMTM1w0ING " -w PMRMA NMRKB7 PeM T PYMT M6Nw6 3GOI m£ N SOUOPVM1AfMln 6 WNTF I IAST.I Ml0KI 0 b ID W b 116 6P£Qi 6£11 �w 1 w NNT1 x01 4 BCN[ nn f8/.A�.EN6�7 'wNLL MIPKwIIR P.N.1*546 4 1? 0 6 � fR5f oR5 ulDe5fnl Di A scum OCCuuW i Awn R Is NODRD5Mw ro ttE Akw0011G AM CO 011. auDER TVE T*LiAs 7T.,,N¢Rwc sx.cwx rcr. REVIEWED 01 400190 002 .n r10 44 Avh, .Oily W; 2066 We iv CONSTRUCTION NOTES APo • P� sxNi eE ISEasrwP Rxr¢s Ps � TP axE FEEr rc PPO—E PSd1T CITY PROJECT N0. 105654 x-20250 PVC IPRC24-0119 MAPSCD Na TAR -0]64 YOU 30114-02000.7331-105054-EO]se5 TAD MAP Na 2036-392 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS SIGNAGE AND STRIPING PLAN STA 18+00 TO STA 26+00 OESIGNED:CTL/MKB OK JOB NO. DATE: SHEET DRAWN: CSC/MKB 5085-22.692 MAY 2020 38 OF 92 ' \ , REVISIONS Na 0194206707 6076 1 / LOT 3 /, /� REMAINDER OF // LOT 2 LOT 1 / LOT B / / PHY%, LID. / LOT AR, BLOCK 5 \ VAN ZANDT HILL51� ADDITION (INST. NO. D209512232) 1 ®AD KI AN 8/2 2 19 2026 P A PHY%. LTD. (INST . N0.0206345295) / / I ® 3 (INST. N0. 0206345295) / / BLOCK 5 / / BARNEY HOLLAND qL COMPNAY (INST. N0. 0206345 5) ' A A A i VAN ZANDT HILLSIDE ADDITION / / EX C URB e � e 111 20 b 20 l ® Ex / — _ ?t ]5' 2615 l { 4 RE ViEWE� Cl ACCESSIBLE SIONAGA: _ DASH WHITE (7TH) INSTALL 2' FROM BALK OF CURB - l p By Rmew GOOA I at 4101.06460951088] N IA IN A EACH SPACE). SIGNAGE TO BE OR i IN ACCORDANCE WITH THE TEXAS DEPARTMENT ORE OF IRI ENSING & RE N5 (YOLK) ARCHITECTURAL _ J + ■ Q TYPE II CR 4° BARRIERS ADMINISTRATIVE RULES PER 88.104.(.X3) &18104 (b). - R3-8 INSTALL R3-8 SIQI ATIVE RPMS (TOP) N 6951843.45 0 - E 2318526.69 N% Cn loo 2J+00 28+00 29+00 E 23185.30.49 F _ =usz50 W l ° CAMP BOWIE BOULEVARD 6• DASH -ITE (TYR) PwwaC _w.W o 4 ' 2 63� iae2.sD d N 8958824.93 l _ E 231849 98 10 E 2318534.297 1. G l _ f --_ R=H625 Q C tIR N�lf wtl N E 2318538.09 _ _ I LOT 1, BLOCK 1 LOT 1, BLOCK 1 INSTALL R3 -5R SION l MAR . A, a A s..0 oa 1 m M INa�W M.M.A. ADDITION (CAB. A. SLIDE 5215) M.M.A. ADDITION (CAB. A, SLIDE 5215) , nAxNEER Is AR arsOCM uAUR n4 77505l D08A6N .n ACT I MPA FOUNDATION (VOL 12440, PG. 1072) MPA FWNCa TIO N (VOL 12440, PG. 10]2) ONLY R3 -5R t- l V CAMMPP BOWIE fl BOULEVARD ® westwood a�G , .1 ..e .Rx..su CONSTRUCTION NOTES CIX T RANI N�A<, R011 M ML 6x544. P NM I , .00__ . �R ol _ - - R=1526.00 }� r _ sxw. Raau OA8A9 7000CN u .TCP T. IXC <CCi M xRw. Ri 32*00 33000nm6 '� TxF Fcunwx. a 1rAs�ae KPuxs Rwwm To srcAv nwc _ Z ,5..,, 1492.50 10 fi �y 4 "°-4R.o 'w»s cR,» 3Rz-RARa aA6xcw CPAs C1FcmII (M'0 rs-R1.1 wi (n"1J]a�x-Mse1s (ms) Exi, ma �bPFrNcxlnxs T.l - 60146250' 10 14 SO0..Of3 1-RW-OW-1'F55 HORIZONTAL & VERTICAL CONTROL FF _ �- — - �-I5I TYPE II CR pP 9, AMA EP 1P Ts a 6• DASH WHITE (TIP - 4' RPMS (TOP) INSTALL 50 IT OF -.. CC R-50000 - 8" SOLID WHITE 10 PUNT MARKING PAV4lMIRRIItIM6TYR 1RP6 t[GIDR 0711807 n� 9, e wA1x xxuCo A ��wRiT Ri'R 1E�T�i cow °NC p �p{ I bMOp MWYRIv4R Y1G It&I608 MLq OPM)KPVM MR MN4 1RM I -Niits v. t si EX 6 ROW Q'4-. O `� \ \ A) NRC.OPMC MCRMOPWM A 'ONIY'rvMf1MI1RIN6 YIMR OIALM I)MM N01W) M)m 1. UiR111Yl AAROW MLFCRRfD LI4.10VW1%rR 9 OVMI mA1[1116 MRNII PVMf )S2A)IUSmII SFAW BnR K T BM! 9APCRFIC ) @s To i> 000 IUPrtLR CR a wA )mv .w <nM) &MPB "eL, ,n}p sPTR.T �v eR LENR` sz)T Twcu OIY PROJECT NO. 105654 U-26/SO rAR- RRC 1114-0 0119 MAPSCO NO iAR-OZ64 P 1 O (�/ny_ 2l IXTRWm MMIFNNA)M Lj RP \ Sl[MYIIPVEA )sRl9[VIG KL).a1) GM t,>c\//'/4./ `/ 1 /1 Ri-SBL t ./ s _ Mt R(ING.1N�)1�T15_m� rm MBWDPUSMPVNFMMM6 IRTIf I0W7785 p0 RD, 020043131 105659 ED]665 TAO MAP NO 391 1 INSTALL R1 -SRS 1 -ER PI FR568820 SIGN / R NaMTWYR CR P1Nrt M1NRRBI fRAGEDPVMT IRAN) NPI IItAPVMTMARRER XG[N �4 /, / RNiRTURNRPRaM PRvauxDINDIMDPWnc R 152094847786 NiPlt rvMf62010NGINA)11T23m11.) IfACH CITY OF FORT WORTH, TEXAS 1 LOT 1, BLOCK 1 J�` M.M.A. ADDITION / 7RMI RAYIANOONI PVAIF rwro11 CAMP BOWIE, BOULEVARD 1 (CAB. A. SLIDE 5215) 1 /' m xM11[W4WTM NKx.cxrvbAT MBMAKDPVMT MB MINI PWI88MAe4G 6mM / AwRx[II MRllx[x M�1 TYPIIIQPVMFMARRU l2GCN / 1 MPA FOUNDATION II IVOL 12440. PG. 1072) .c.l , / _/' M 1WDMRR1 A #'wsos MIAAgP wln M.nwG aM ROADWAY IMPROVEMENTS 1 / i / "/ � N ROUDNH WRRIx6 R•WRE TR )MPVM MRb W mV SIGNAGE AND 1 i � � / ss nl ODTmaD1UNE ewwL X8 °P PVM M..wG SRII STRIPING PLAN / STA 26+00 TO END 1 % � / m 718ST '.RNFMAINING RPFFOWAt)1MH40PWT[ INncNEO:CTL/MKB PK JOB NO. DATE: SHEEP 1 ORA11N: ONE/MOB 5085-22.692 SAIL 2024 40 CM 92 NGLX zo - TDPma � o 1flH_F a H....... .RN„�mrex.w �� Ne.�.�PP.x gam: • L �,. OOOOGEGED EXPANSION xzNT UNCR SECTION VIEW SIDEWALK WITH MONOLITHIC CURB WALL ... o... AWN eGE r oA r msoE GJIQI TAS m WA WSSWAANA„ • u BAR. A. u s I I n S ' _ ��- L ».x. 6'': 1� Ti/1 Lar� - a'o,�t*rFtWA �' ie oaew ...e.R.RA �xT SECTION PEWry xADDixE m.wCEs MnIE xn men *NS 4]111 sEcn '" () EN �SIDEWAIL<m OrGoLK AELAXAGO IA O,LEA AWlS ROTATOIO WAIF SALAGILEt�'2 TOE SEAL APPEAWIGA BA HAS 000LOJENT WAS I. 5 AIX PAID PER SWINE FOOTAGE OF WA.AWAv. 1. ODEWALK AND CURB WALL TO BE PAID WITH SEPARATE 910 ITEMS: 2. RETAN WALL PAID PER SQUARE FOOTAGE OF WALL FACE SIDEWALK - SQUARE FOOT W AUTEBAi x aSA SEAR501401144(01 9 SEWER 400 501 DERNDDERALE .I RESRPECR✓nIVRSFI.Y ALL IS CURRWALL - LINEAR FOOT ENGINEER IS AN OPER HDRRCA SE NOER TOE TEXAS 2. FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MONE THAN 12" ExmxEExlxc PR.cncE .ci. HEIGHT, USE RETAINING WALL DETAIL FOR ENTIRE LENGTH. O�I)nxrr CITY OF FORT WORTH, TEXAS REVISED: 6-10-2022 OprErQlnpT CITY OF FORT WORTH, TEXAS REVISED: 6-10-2022 ��VV SIDEWALK DETAILS 32 13 20-D546 l�l �•�•VVl�� SIDEWALK DETAILS (SHEET 1 OF 2) {SHEET 2 OF 2) 32 13 20-D546 Westwood ..:.. ,emu°' gorySW SAtAN A 4115455 2W CONSTRUCTION NOTES � Q`s f t"- �i) \ ETARR_ z. „nw ...ET - � T v� -ALL eE 11 ARD Fwas As�R— ro�axBNFI:ET of vR own wa�i ` xDxm"•wx,TxRa v""�o aoa-°mx �� cowiAx, snn Rmr „. ,wa m,m x .®mxlmA+,x . E .0 creici ixE�auow�xc.T LL.s*Ru xmwxs ..Ire To E.c.v.c .T ,Ti' �� uxmAir earaM,x BRRaT sDE o rwx. Y� TAM TpPSM. O voeT DETML xrnir� w Tv gar. T,Uu oaEx—S IBM avf-erne PRDPo5Fa PAVEMENT K• 32 91g1xRDR Tms LDDAnre oM.Y O rE iEri.wml an al.0 max TM p(eT�) Pig= Ueee',W 1O Wsx SECnON DR 5FE MxM O Txd ID <e�T) R10-eR,R MENT NEPUR ii -- F— - D e DEtuE GRADE PER Fgg - -- �� — m P�Y�(HT1 DeDDWD-gC�Rtt. JY] (Iq N W !U `%E' (P W'lat�oE�iuLYuartrv9rlcR O i tx R F 1T1- r _ ua-_- _ 42�i�0/if �+ ) • °°""`T"TN1O�"'"`m" HORIZONTAL& VERTICAL CONTROL - - _ t • �mlPw ..was Bw ss euA Ee a�Ts rnMPAc¢D R�iLorARaIE • """ ° "D'w `E°L"x`b"aF wW;'•.'" '� T�N,01'i cDND oWN,'�" grnONOr° Mm m ALL €� v"'Sf�4 N1 ₹433 Ns9₹°� D -- . _? • nP,v uwurnl BMA �Wm BM,! gJWT wIaE,E gMA TTaT nw v. T I cavJ urnwSTTREET Rm ,«k s IemDRxc re a c C°xYEa nD"u', a c�' xREi< DDx ADWAY PROP D sreeR DE _AL • ° "`g x; ":L D "Y1 nfNR� R� 4Y q o °f DM4 R$d PER PRACADWAY • 1I ixp,Aq�.unrAo-w PJl%».aE N�1 �e �RY, 6bs nEc,"xn'a wuNT SEW >e�T. 5 Ax CITY PROJECT N0. 105654 X-28250 .e<m..EWSUT 545 SAGARAvuu roe now WANE PITT 1114 2 4-0 1 E9 MAPSCO Na TAR -0]6A 5550514455 HIS 30114-020043331-105654-E0]665 TAD MAP Na 2036-392 NOTES +' W -4, .4-��II_L. Cl- OF FORT FORTH, TEXASDATE. 5-5-2010 1. CITY APPROVAL REWIRED FOR USE CURB W •N SIGN POST DETAIL SARA DIMENSIONS THAT VARY FROM OE DETAIL MULE W 3441 30-D684 R. MATCH STREET SAWED JOINTS FOR SAWED JUNTS IN CITY OF FORT WORTH, TEXAS CURB. CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS CITY OF FORT WORTH, TEXAS REVISED: 00-31-2012 CONSTRUCTION DETAILS STANDARD MONOLITHIC CURB 32 1313-D525 DESIGNED:CTL/MKB PR JOB NO. DATE: SHEET DRAWN: CSC/MKB 50&5-22.692 JUL 2024 52 00 92 wn4,miM __ 141.Wku1.]At1 IUYJW.dULP .. fna„ N��i+:. as.:w�� ivy ;aui nwna �L �-,� •�,� — ., O�dh// CITY OF FORT 140816 WX.RS ::.'I 1111111RECTANGULAR RAPID FLASHING BEACONS (1 OF 3) 14 41 15O680 ALL C="_ Ni Q Ju 1 - RE T NG WORTHRAPID DATA U: RECTANGULAR RAPID FLASHING BEACONS (3 OF 3) 34 41 1 zs;: 1 o UL CITY OF FORTTOORM TEXAS DATA QLOG2E.. R RECTUL ANGAR RAPID FLASHING BEACON (2 OF ]) 3441 15-0681 FWMAS, MRS. MAy. BSoN hp 20x5-0" .M4•.1aNC .. .xvwxu,¢ra, Bbd .s IN TALIATI0N NOTES: t UTIrl UBTBEWGTEOPRIMMINS—ON alp. z. UNIVBR EAI GRNFBuOE IR UBEOONTHE NEuv BAA FROM PN RRIB RACNED —EUNNER5ALowVEOtADE 4. NOPRE4TRIWNBWPlWWT1Ep NO�CONpETF ENGWXO Up ANOTWNFWNOP.IIGN W e PRE88UREWHGIRiERMAnH[,TNEAUGERIN�AMO-1eE nECNVERncuwimA�e 1 T THNTTxEANOIi00R IS GOING IN BTgAIGHi A A nIITEs4AI.1EFUISR TITIEGRu0Nue1RFAce aJ ANONOR uuBiOCPOeITIONEO SCREW 0,40 -MO? P04000005 660600'140 roR rs' - 2V PO-cs) DETAIL 61G W T4 xwD�N1 �W� 101116 0/06/0054 46066000 ro 00502601 ENWxEwlxc PR.cna ACT. uxOER THE 1Exns WestwoodPnf.� CONSTRUCTION NOTES TR¢1 R:xas. RE N. wAus Aim aR. woRm w. ¢ -Twu oxRAnW+s (en) mf-erne CITY PROJECT NO, 056542-26260 IPSO IPRC24-0119 MAPSCO Na TAR -0]64 FJD S0114-02000.T33T-105fi54-E07995 TAD MAP N0. 2036-392 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS CONSTRUCTION DETAILS01 DESIGNEO:CrL/MKB PS JOB NO. DATE: SHEET Q DRAWN: CSC/MKB 5085-22.692 JUL 2024 60 OF 92 �' Solar or AC -Powered Flasher Assembly APPROVED Initial Approved RRFB Submittal by City of Fort Worth provided by JDS Pavement 91.1117** - Solar and battery sizing engineered to fit your location — APS or standard push button activation — Optional AP22 time -switch control for time of day (TOD) operation — Optional centralized communication using RTC Connect software — RRFB is MUTCD compliant — 900 MHz communication between beacons — Comes with standard spun aluminum 4.5" pole and breakaway base with col ar — Multiple advance warning beacons can be added and activated by one push of a button — Color options to meet agency specifications — Every pedestrian sign available in yellow or florescent yellow -green 7neered ton. Li .125" 5052 heavy-duty aluminum cabinet houses gel -cell battery and electYonis or exceeds NEMA standards. RTC-Traffic.com I contact our team at Info@RTC-Traffic.com for more information I TOLL -FREE 800.782.8721 RTC Manufacturing, Inc., 1016 Enterprise Place, Arlington, Texas 76001 I ©2014 RTC Manufactunng. Inc. All Rights FesRrsnd. 072714 EDMOND OK 73013 This drawing is for reference only. It is the X11 405-340-3434 property of Pelco and is not to be used in ASSEMBLY SHEET Pfl7,1 PF4Cv CT5 INC FAX: 405-340-3435 whole or in part without Pelco's permission. r TITLE: PART NO.: Pole, 4"-8 NPT TOE Sch 40, Spun Alum PB-51 00 APPROVED PART NO PB-5100-L-PXX Length Process No Color=PNC Paint=PXX OPTIONS Length Paint ITEM I PART NUMBER I DESCRIPTION I QTY 1 PB-5100-L Pole, 4"-8 NPT TOE Sch 40, Spun w/ Pelican, Alum 1 DRAWN: Christina.MaddeJ TE_11/23/2009 I CHK'D:KAK DATE:11/25/20 REv A-12/16/09 CM CHK'DKBM DATE: 12/17/2009 SHEET 1 OF 1 R920 RRFB ASSY Revised RRFB Submittal Request from City of Fort Worth provided by Paradigm O carmanah® Pedestrian -actuated warning system for uncontrolled marked crosswalks. • The R92O is the benchmark for Rectangular Rapid Flashing Beacons (RRFBs) • Ultra -efficient optical and Energy Management System (EMS) • Compact design to simplify installation • Proven technology platform • Exceeds FHWA standards RRFBs have been found to provide vehicle yielding rates between 72 and 96 percent for crosswalk applications, including 4 lane roadways with average daily traffic (ADT) exceeding 12,000*. Superior Design and Technology The R92O utilizes a self-contained solar engine integrating the energy management system with an on -board user interface, housed in a compact enclosure together with the batteries and solar panel. In low light conditions, the ambient auto -adjust option provide over -lighting protection and system efficiency, while still meeting MUTCD light intensity requirements. Easy Installation With its highly efficient and compact design, installation is quick and uncomplicated, dramatically reducing installation costs. Retrofitting can be done where existing sign bases are used to enhance existing marked crosswalks in minutes, and new installations can be completed without the cost of larger poles and bases. Advanced User -Interface The R920 is the first RRFB with an on -board user interface and display for quick configuration and status monitoring. It allows for simple in -the -field set-up adjustment to flash duration, ambient settings, and night intensity. Settings are automatically sent wirelessly to all units in the system. Reliable Designed with Carmanah's industry leading solar modeling tools to provide dependable year -after -year operation. Trusted With thousands of installations in the field, Carmanah solar beacons and solar LED lights have become the benchmark in traffic applications and other transportation applications worldwide. * U.S. Department of Transportation Federal Highways Administration, Publication No. FHWA-HRT-10-043- "Effects of Yellow Rectangular Rapid -Flashing Beacons on Yielding at Multilane Uncontrolled Crosswalks" F w Q 4to push button actuated REPRESENTED IN YOUR REGION BY: N11-2 Sign Ti —1W16-7P Down Arrow MOUNTING OPTIONS 2.0-2.5" Perforated 2.38" -2.88" Diameter 4.0" -4.5" Diameter Side Post Square Post Mount Round Post Mount Round Post Mount Mount Uni-directional Configuration Bi-directional Configuration INTHE FIELD AIMING J Rotate the lighthar towards the incoming vehicle lane, independent of the wire hole location. I • ' Calculate the performance of our Rectangular Rapid Flashing Beacon in your location with our RRFB Capacity Calculator. carmanah.com/RRFB-calculator Your Pxu,n in PUBUC SALE"kA ite _ aphp Amerjed.; All Carmanah products are manufactured in facilities that are certified to ISO quality standards Specifications subject to local environmental conditions. Specifications may be subject to change. US Patent No 6,573,659, Other patents pending. "Carmanah" and Carmanah logo are trademarks of Carmanah Technologies Corp. © 2017, Carmanah Technologies Corp. Document: SPC_TRAF_R920_RevS R920 RRFB ASSY 12 Volts 6 cells CE" Amstron AP -1270 Rechargeable Sealed Lead Acid Battery is designed with AGM (Absorbent Glass Mat) technology, high performance plates and electrolyte to produce extra output power for common power backup system applications. This battery uses a state of the art, heavy-duty, calcium -alloy grid that provides exceptional performance and service life in both float and cyclic applications. • Air & Transport Approved: DOT, IATA, FAA • UL recognized under file number MH47341 • Rugged impact resistant ABS case and cover (UL94-HB) • Flame Retardant (UL94V-0) Optional • Sealed and maintenance free operation • Non -Spill construction design • Valve Regulated Lead Battery (VRLA) Safety venting valve for pressure release Voltage per unit Cell per unit Nominal Capacity (10.50 Volts) 20 hr. 10 hr. 5 hr. 1 hr. Approximate Weight Energy Density Specific Density Internal Resistance Max Discharge Current Max Short -Duration Discharge Current Shelf Life 1 Month 3 Months 97% 91% Operating Temperature Range Charge Discharge Charging Voltage (25°C) Cycle Use 14 Float Use Terminal Type Certificate 0.35A / 7.0Ah 0.65A / 6.5Ah 1.2A / 6.0Ah 4.5A / 4.5Ah 51b/2.27 kg 1.49 W-h/in3 (90.95 W-h/I) 17.50 W-h/lb (38.58 W-h/kg) (Approx.) 28mO 21.0A (7 mins.) 70.0A (10 sec.) 6 Months 12 Months 82% 64% -4°F (-20°C) to 122°F (50°C) -40°F (-40°C) to 140°F (60°C) .4-15V(-30mV/°C), Max. Current 2.1A 13.6-13.8V(-20mV/°C) F2 CE,UR Tolerances are +/- 0.04 in. (+/- 1mm) and =/1 0.08 in (+/- 2mm_ for height dimensions. All data subject to change without notice. TECHNICAL SPECIFICATIONS WWW.AMSTRON.COM AP -1270F2 1 PAGE 1 R920 RRFB ASSY I cgechctek t%1 A1 iWC Cow" 0*0 X O.73CA 4 -?C t2$ uv1 tipf N . "t�C q 1 iiksl�'Nrr�B - 00 . 4'14 - 11 45 J .�3 un .. 4 p C0. Cur+a,S 37 T1n*ho44r) Re7a'tion:.hip of C J and ate of ?25 2.1F rs2 0 10 2l 30- 40 .00 Sri ;Y4 iKl iQA R1nirL4 C•}) c,ty %) dlcdwga Chmacterlctic (25"C) 2.124 1e n�s4ao,osa o.�� 7G fu4 1CA ILIH4 t 6 12 30 so 3 to } 1 141M Self Dfssharge thacLisU ■■■I w;� __ __ _1111 • Constant current doxharge ratings -amperes at ?SC F.VITlrne Q 5N1IN 10MIN ISMIN 30MIN IMP 3H'R SHR 10118 2�0HR 1.60V 25.8 16.0 12.1 7.38 4,69 2.06 1.26 0.69 0.37 I r. -Y d ?A-2 1S2 11 A 7.116 4 r i4 1.2 11 149 0 3� 1.70V 22.2 14.7 11,4 6,42 4.49 1.85 1.21 0.68 0.35 1.75V 21..7 14.2 LLO 6.10 4.29 1.79 1_18 0.67 0.35 1.8OV 19.4 1.3.6 10.0 5.65 4.00 1.72 1.11 0.67 0,34 1.85V 17.2 13.9 8.98 5.20 3.73 1.65 1.04 0.66 0.33 Constant power discharge rattings-wat s at 25"C I°.V9111M SHIN 18MIN ISMIN 30MIN 1HR 3HR SHA 1QHR 20HR I.60VI 45,8 29.3 22.4 [3.5 _ 8.51 j 3.70 2.15 1,43 • I.67V 44.2 28.6 22.1 13. 8.51 3.58 2,14 1.42 0,72 1.70V 41.641 28.3 21.'9 12.3 8._35 3.42 2.12 1.41 0.21 1.75V d 41,9 28.2 21.7 12.04 8.21 3.34 2.10 1.34 0.70 1.6t1V a 38,3 27.6 20.1 _ 31.4 +.74 3.24 2.03 1.37 0.68 1.65V 1 34,7 26.4 18.3 _ 10.7 7.28 3.14 1.97 1.35 0.65 Float Service: • Every month, it is recommended the battery voltage is inspected • Every three months, it is recommended that an equalization charge is performed Limit initial current to 2.1A. Charge until battery voltage (under charge) reaches 14.4 to 14.7 volts at 68"F (20"C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions and charger should be disconnected or switched to "float" voltage. Please refer to our website www.amstron.com for a complete Amstron Power Solutions documentation, such as product catalogs, material safety data sheets 28918 Hancock Parkway Valencia, CA 91355 U.S.A. (MSDS), ISO certification, UR certification, etc... Tel: 818-504-1634 Fax: 818-504-1636 Email: sales@amstron.com WWW.AMSTRON.COM TECHNICAL SPECIFICATIONS AP -1270F2 I PAGE 2 R920 RRFB ASSY POLAiAAENGINEERING INC. 9153 STELLAR CT.. CORONA. CA 92883 (888) 340A872 PBF9X12-X: PUSH BUTTON FRAME, 9" x 12" 12.00 16.19 03.32 9.00 7.250 10.250 83 f-- .750 J o I 1 O O 8-32 4X L____ -i— .720 o Q o x.45 Soo 1.875 Polara Engineering's Push Button Frames are designed to mount on any pole from 2'/z" up to 24" in diameter, or a flat surface. Their aluminum structure and powder coated finish provides a very strong and attractive mount for a pecestrian push button and sign. Polara's frame is unique from other companies frames in that other companies typically drill and tap holes directly into the aluminum of the frame. When a dissimilar metal screw is installed to hold the button or sign, bi-metal corrosion occurs between the screw and aluminum. When the screws need to be removed they often break or strip out the threads. This renders the frame useless requiring a new frame to be installed, or significant time must be spent drilling and installing inserts or tapping new holes. Polara installs high quality stainless steel helicoils and self clenching inserts made for aluminurr that, when used with stainless steel screws, eliminate the bi-metal corrosion problem. To designate color replace "X" in part number with: "B" for Black "G" for Green "Y" for Yellow Material: Aluminum %cu io roles cnymeenng, mG. uoc. rbr`JA IZ-A Kev L;-Z4UZb Ud114/13 F'age 1 Of 1 , \ www_polara.com R920 RRFB ASSY POLOAAENGINEERING INC. 9153 STELLAR CT., CORONA, CA 92883 (888) 340-4872 BDSP-014 — BullDog III Series Vandal Resistant ADA Compliant Push Button for TS1 Cabinets with Relay Isolators This button is a highly vandal resistant button with essentially no moving parts. It is pressure activated, but can withstand an impact from a baseball bat or hammer. When the switch activates, you hear a beep and the LED will flash. When the button is released you will hear a second beep. BDSP-014 meets the relay driving requirements of older electromechanical relay based PED isolators found in some TS1 Cabinets. Body Material: Aluminum, Powder Coated 03.4 (86.7) - 02.0 (50) 02.55 (64.8) 0.21 x .04 (5.3 x 1.0) 0.92 (23.4) rn 1.65 (Al 9 0.65(16.5)) 7-L.62 (16) x W.83 (21) Suggested Test Circuit (Momentary Mode Only) 1 k O V 18 V Nominal BDSP-014-Y model shown. Dimensions are in inches (millimeters). Button material: 316 Stainless Steel Piezo Driven Solid State Switch: Operating Force: 3.0 lbs. Maximum Operating Temperature: -30°F to +165°F (-34°C to +74°C) Operating Voltage: 12-36 VDC, 9-25 VAC RMS (18 VDC Typ.) MTBF: 8,800,000 hours Typ. Switch Operating Life: Greater than 300 million operations 'Off' Current: 15pA Typ. "On" Resistance: 5O Typ. Maximum "On" Current: 350 mA (over -current protected) Typ. Maximum "On" Time: 11 sec. Typ. Design Compliance Debounce Time: 85 ms Typ. LED Operation: Approx 0.025 sec. LED flash each time button is pressed. LED Specifications: Luminous Intensity: 0.3 Lux @ 1 meter Minimum (Red) Viewing Angle: 155° Typ. Beeper: Volume: Beep on Press: Beep on Release: Beep Length: 68 dB @ 1 meter Typ. 2.6 kHz 2.3 kHz 50 ms Typ. Terminal screws include washers (clamping plates) intended for bare wire. Crimp Terminals are not recommended. Warranty: 5 Years, free from manufacturers defects See page 2 for product ordering information • • • Activation Force MUTCD 2009 — 4E Temperature and NEMA TS 2 Humidity Transient Voltage NEMA TS 2 Protection Transient IEC 61000-4-4, IEC 61000-4-5 Suppression Lightning and GR-1089-CORE, 6000V -400A 25 Power Protection reps, 60VAC-15 minutes Electronic Noise FCC Title 47, Part 15, Class A Mechanical Shock NEMA TS 2 and Vibration Ingress of Water NEMA 250 — 6P, Rain, Snow, etc. Ingress of Water NEMA 250 — 6P, Submersion Salt Spray and NEMA 250 — 6P Corrosion Ingress of Foreign NEMA 250 — 6P Objects Electrical Reliability NEMA TS 4 Notes: 1) Applicable sections only of referenced standards. 2) All specifications subject to change without notice. © 2013 Polara Engineering, Inc. Doc. BDSP-014 Rev. D-23977 06/10/13 Page 1 of 2 www.polara.com R920 RRFB ASSY t, '/ 2 Holes Drilled PO",jA ENGINEERING INC. 9153 STELLAR CT., CORONA, CA 92883 (888) 340-4872 Mounting Hole Options (Rectangular Body Only) 0.28 (7.1) 2x 02.0 (50) - - 1 3.70 f� �a -I 1.875 (47.63) 4 Holes Drilled 0.17 (4.3) 4x 3.25 (82.6) Product Ordering Information R BDSP -014- B - 2H Body Style T T Blank for Round Body Mounting Hole Options R — Rectangular Body (Rectangular Body Only) Blank for no holes pre -drilled Product Category 2H — 2 Holes Drilled 4H — 4 Holes Drilled BDSP — BullDog 111, Momentary Only Body Color TS 1 Compliant Special B — Black G — Green Y — Yellow © 2013 Polara Engineering, Inc. Doc. BDSP-014 Rev, D-23977 06/10/13 Page 2 of 2 www.polara.com applied INFORMATION Turning data into information... www.appinfoinc.com Overview Until now, there has been no easy way of monitoring remote RRFBs. As a solution to this problem, Applied Information has developed the Al -500-030 LPM series, which utilizes the latest technology in energy consumption, and low power cellular communications. The monitoring device can be installed into existing RRFBs to monitor the health of the solar panels, batteries, and other connected devices. The LPM uses less than 60 microamps, which means it can be installed into the smallest solar panels on the market. Once installed, the Al -500-030 LPM offers cellular connectivity, data collection, and access to Applied Information's Glance platform. Glance, a cloud -based solution, allows for 24/7 remote monitoring of solar panel, beacon, and battery health. System operation and reliability can be observed in real-time or through automatically generated reports. Additionally, as soon as a problem is detected in the field, email/text alerts are sent to notify the necessary personnel of the exact fault. Equipped with a self -calibrating knockdown detection device, the Al -500-030 is able to detect when a pole has been knocked down. Glance registers this event within 30 seconds, and will send an email/text alert. Benefits / Cost-effective remote monitoring solution Ultra -low power consumption Built-in knockdown detection sensor / Easy to install and configure Utilizes the Glance web -based platform Failure alerts sent via text or email System reports automatically generated � Future -proof with "over -the -air" software updates Call us today to get started at 678.830.2170 or email us at sales@appinfoinc.com Hardware Specification Connectivity Cell Modem Cat M Knockdown Sensor OTA Software Update Industrial I/O Analog Inputs Digital Inputs Miscellaneous Ultra Low Power Processor GPS Operating Temperature Humidity Dimensions Input Voltage Power Consumption DC Non-volatile Memory Other Devices 24X7 Flashers LED Blankout Signs Warning Beacons Regulatory Sign Posts LED Edge Lit Signs Aw A1-500-030 Input Connectors applied INFORMATION AI -500-030 Yes Yes Yes A Solar Panels, Solar Batteries, Temperature RRFB Status, Button Pushes, Activations Yes Yes -37°C to 74°C 5-95% non -condensing 1" x 2.375" x 4.5" 10-30V DC 60µA avg Yes ron.e�ecun I nwniM I nxm.w.row w.w tti. • m+°e lih._•._A�kA! Glance System Overview W11-2 PEDESTRIAN TRAFFIC *See page 6-10 for symbol design. I1 A B C D E 18 .375 .625 8 1.5 24 .375 .625 11 1.5 30 .5 .75 13.5 1.875 36 .625 .875 16 2.25 48 .75 1.25 22 3 COLORS: SYMBOL - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) 2-92 W16-7pL LEFT DIAGONAL ARROW PLAQUE n A B C D E F G H J K L M N 24 12 .375 .625 4.323 3 30° 5,844 3,282 5.884 6.925 .600 1.5 30 18 .5 .75 6,524 4.5 30° 8.766 4,923 8.846 10.407 .920 1,875 IOJ W16-7pR RIGHT DIAGONAL ARROW PLAQUE *See page 6-2 for arrow design. COLORS: SYMBOL - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) 2-126 PB-5306-GLV Anchor Bolt Set of 4 3/4"-10NC x 18" DESIGN: The 18 inch long anchor bolts have 3-1/4 inches of 3/"-10 NC threads on one end and a three inch "L" bend on the other. (Figure 1) Application: The anchor bolt set is designed to be cast in a 4. concrete foundation for the mounting of poles and bases. Hardware: The anchor bolts are supplied with heavy hex nuts and square washers. 18" MATERIAL: Anchor Bolts: Conform to ASTM A-529 Grade 50 specifications. Nuts: Conform to ASTM A-563 Grade DH specifications. FINISH: Anchor bolts and related hardware shall be hot dip galvanized per ASTM A-153 specifications. Figure 1 OPTIONS: (may be specified) 1. Technical information and prints are available for application engineering on the intended use. 2. Material certifications are available (if requested before manufactured). S11 Bulletin 3118 Rev. 10/3/17 w8H ST., Orr ASSEMBLY SHEET Qb1 320 W. 18TH ST., EDMOND, OK 73013 P11=O10DUCTS,INC. 405-340-3434 FAX: 405-340-3435 REF.: TITLE GROUNDING LUG, Y2"-13NC PELCO NO.: W/ 3/8" HARDWARE PB-5378 3/8" HDWR CAT.NO. CONDUCTOR RANGE STUD THREAD SIZE, UNC-2A DIMENSIONS (IN.) MAX. MIN. MAX. mm MIN. mm A B C TTC2 2/0 STR 8 SOL 67.4 6.3 /"-13 1-61/64" 1 -7/64" 1-21/32" ITEM PART NO. DESCRIPTION QTY 1 PB-5378 GROUNDING LUG, 1/2"-13NC W/ 3/8" HDWR, BRASS 1 2/12/01 A-5/7/02 JR SHEET 1 OF 1 Clamps Pelco offers a variety of clamps for mounting signs to the side of a post. U -bolt, sign clamp, mini-brac and ornamental hub are options in various sizes. For additional sign mounting options see section T6. U -Bolt Sign Clamp Assy, Alum w/ 5/16" Sign Mounting Hardware U -Bolt Sign Clamp Assy, Alum w/ 5/16" Sign Mounting Hardware 0O For Ornamental Sign Frames Pole Size Coating SH-0227 - 0 - I 1.5=1.5" (1-7/8" OD) PNC=Process No Color 2=2" (2-3/8" OD) P =Paint 4=4.5" (4-1/2" OD) 00 Double Sign Clamp Assy, Alum w/ 5/16" Sign Mounting Hardware Pole sr 0, Size Coating SH-0203 -I - 0 00 1.5=1.5" (1-7/8" OD) PNC=Process No Color 2=2" (2-3/8" OD) P_ =Paint 2.5=2.5" (2-7.8" OD) 4=4.5" (4-1/2" OD) 0 Note: 1. See Reference Section for available point colors. 2. See section T6 for additonal sign mounting options. www.pelcoinc.com-sales@pelcoinc.com- 405-340-3434 ., www.pT, EDM ND OK �� 320 W. 18TH ST, EOMOND OK 73013 �� This rty ofg is der reference only. It ie [he property of Pefco and is not to 6e used in ASS EMBLY SHEET3435. P6LCO Pl7CDUCT5,.INC. PH: 405-340-3434 FAX: 405-340— whole or in port without Pelco's permission. REF: TITLE: SQUARE BASE ASSY PELCO NO.: STATE OF (PB-5300 SERIES) SP -1014 -TX TEXAS FOR MARKINGS SEE BELOW 4"-8 NPT PB-5335 0 3 BASE ASSY co 4 a: XXXXx xxxxxxxxxxx xx XXXXXXXXXXX XX 2 FROM: XXX XXXXXXXXXXX xx xxxxxxxxxxx xx xxxxxxxxxxx xx XXXXXXXXXXX xX %XXXXXXXXXXX XXXXXX 0-3073 LABEL PELCO LOGO I 13-3/4" DATE PELCO PART NO. FRONT AASHTO x\ �x CERTIFICATION STAM P 14.5" MAX TOP VIEW OF BASE x � NOTES: x x 1. SQUARE BASE TO BE CAST FROM ALUM. ALLOY 319.0 (ASTM B108 -SC 64D) AS USED IN THE TESTING AND CERTIFICATION OF PELCO'S BASE MEETING THE REQUIREMENTS OF "1985 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL BASE BOLT CIRCLE SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS" AND ACCEPTED BY FHWA FOR FEDERAL AID PROJECTS. 2. FOR SHIMS, ANCHOR BOLT SET & TEMPLATE SEE DRAWING #SP -1015 -TX. 3. BASE ASSEMBLIES TO BE STRETCH WRAPPED TO A PALLET SUITABLE FOR OUTDOOR STORAGE. OPTIONS 4. EACH BASE TO HAVE WIRE TAG TIED TO DOOR. TAG TO HAVE PELCO NAME, PELCO PART NO., TEXAS REQUISITION NUMBER, DATE & DESTINATION. TAG TO PAINT BE SEALED WITH CLEAR TAPE. ITEM PART NO. DESCRIPTION QTY 1 PB-0545 BASE, SQUARE, 319 ALUM 1 2 P8 -0543-M 1 DOOR, SQ BASE W/ PELCO LOGO & 3/8" HOLE, PLASTIC 1 3 FS -2039 -SS SCREW, CAP SOC HD 5/16"-18 X 1", STAINLESS 1 4 0-3073 LABEL, 4" X 6" THERMAL, PRINTED W/ TEXAS INFO, LAMINATED DRAWN: L ACORD DATE: 7/23/93 CHAD: KBM DATE: 5/9/05 REV. M 05/05/05 RLB 'CHK'D: KBM 5/9/05 SHT. 1 OF 2 (t� Pole & Base Accessories Pole and base collar assemblies, for both square and octagonal bases, are available in highwind areas to add strength and help prevent loosening of connection. Pole & Base Collar Assembly, Alum Square Base Coating PB-5325 - 0 PNC=Process No Color �! P =Point Pole & Base Collar Assembly, Alum Octagonal Base Coating PB-5326 - 0 PNC=Process No Color P --=Paint Pedestal Adapter, 4" (4-1/2" OD Pole), Alum 6-1/2" Bolt Circle Coating IIIJE SE -3104 - 0 PNC=Process No Color P =Paint Note: 1. All assemblies are supplied standard with stainless steel fasteners. 2. Specify options when ordering. 3. See Reference Section for available paint colors. 07/01/11 www.pelcoinc.com-sales@pelcoinc.com - 405-340-3434 - fax: 405-340-3435 Page T11-11 Pedestal Poles Pelco offers aluminum, iron, and plastic bases in various sizes as well as poles in aluminum and steel. Pelco's cast aluminum square base is FHWA certified and meets or exceeds AASHTO break -away requirements. Plastic replacement doors offer an economical way to deter vandalism. 1❑ 2❑ I 1. Pedestal Pole, 4" Sch 40, Spun Alum No Threads Length Coating PB-5101 - 0 - 0 PNC=Process No Color P =Paint 2. Pedestal Pole, 4"- 8 NPT Sch 40, Spun Alum w/ Pelican ID Length Coating PB-5100 2on - II PNC=Process No Color P =Paint 3. Pedestal Pole, 4"- 8 NPT Sch 80, Spun Alum Length Coating PB-5102 - 0 - 0 PNC=Process No Color P =Paint Pedestal Pole, 4"- 8 NPT Sch 40, Steel Length Coating PB-5201 - = - P =Paint Pedestal Pole, 4"- 8 NPT Sch 40, Galy Steel Length Coating PB-5200 - 0 - GLV - 0 Blank=Galvanized Only P__=Paint over Galvanized Pedestal Pole, Welded, 4"- 8 NPT w/ 2-3/4" Nipple Length, Steel Length Coating PB-5218 - I - 0 GLV=Galvanized P =Paint Pedestal Pole, Welded, 4"- 8 NPT w/ 5-1/2" Nipple Length, Steel Length Coating PB-5219 - 0 - I GLV=Galvanized P_ _=Paint Note: 1. Standard poles are typically sold in 1 foot increments. For other lengths contact sales. 2. See Reference Section for available paint colors. 4/1/15 www.pelcoinc.com-sales@pelcoinc.com- 405-340-3434 - fax: 405-340-3435 Page T1 1-1 MMARW Project Name Project No: Camp Bowie 002259.000 DESCRIPTION OF THE PROPOSED CHANGE: CO 41 - Crescent Hotel Light Pole Drivers SCOPE: OWNER CHANGE ORDER O.C.O. # 0041 DATE: July 02, 2026 Following installation and erection of the light poles in accordance with the contract documents, Lumin8 encountered issues when attempting to energize the fixtures, as the breaker would trip upon connection. Subsequent investigation into the existing electrical system determined that the circuit feeding these poles is 480V, which does not align with the 277V rating of the installed light poles and fixtures. The light poles have been fabricated and installed per the approved design, and installation is otherwise complete. To address the voltage discrepancy, Lumin8 proposed the installation of a 480V -to -277V driver (step-down driver/transformer), which would reduce the incoming voltage to a level compatible with the installed fixtures. This was approved by Westwood and Crescent to properly provide power to the light poles in front of the Crescent Hotel. Pricing Details: Company Name Description Amount WC #4 - ELEC & LIGHT 2,492.18 CCIP 50.34 Builder's Risk 25.43 Fee 204.15 P & P Bond 22.18 Net Amount This Proposed Change 2,794.28 Net Change in Calendar Days Due to This Proposed Change Days Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. McCarthy Building Companies TrebleOak Crescent Property Services LLC 12851 Manchester Rd. 4849 Greenville Avenue, Suite 100 3230 Camp Bowie Blvd. Suite 500 St. Louis, MO 63131 Fort Worth, TX 76107 Di itall d 6 Isaiah LaV ne Dallas. TX 75206 g y signe y 9 Digitally signed by Travis Rieff DN:O=gS, DN: C=US, E=Triefl@crescenLcom, E=idavigne@mccar[hy.com, O=Crescent Real Estate LLC. OU=VP ��fsr,..m ya Isaiah LaVigne 0 McCedhy Beilding Compenles. os02 oed ry1; I vis I�j Development, CN=Travl5 RieH Date:2 2 .0710 iah LaVigne ,�,. Date: 2026.07.10 102 6.55-0500 0500Date: 2026.07.10 16:33:29-0500' SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Printed on: 7/3/2026 12:40:32 AM Page 1 of 1 MMARW PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 41 - Crescent Hotel Light Pole Drivers OWNER CHANGE ORDER O.C.O. # 0041 DATE: July 02, 2026 NOTES: Following installation and erection of the light poles in accordance with the contract documents, Lumin8 encountered issues when attempting to energize the fixtures, as the breaker would trip upon connection. Subsequent investigation into the existing electrical system determined that the circuit feeding these poles is 480V, which does not align with the 277V rating of the installed light poles and fixtures. The light poles have been fabricated and installed per the approved design, and installation is otherwise complete. To address the voltage discrepancy, Lumin8 proposed the installation of a 480V -to -277V driver (step-down driver/transformer), which would reduce the incoming voltage to a level compatible with the installed fixtures. This was approved by Westwood and Crescent to properly provide power to the light poles in front of the Crescent Hotel. PCI Description Amount 00079 CO 41 - Crescent Hotel Light Pole Drivers 2,794.28 The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Orders: 1,229,090.10 The Contract Value prior to this Change Order was: 14,127,746.10 The Contract Value will be changed by this Change Order in the amount of: 2,794.28 The new Contract Value including this Change Order will be: 14,130,540.38 The Contract duration will be changed by: 0 Days The revised Substantial Completion date as of this Change Order is: August 21, 2026 Printed on: 7/3/2026 12:42:16 AM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #41 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 41 - Crescent Hole Light Pole Drivers GMP Cost General Works G\X' 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork&Demolition 1 LS $ 1,452,399 $ 113,000 $ 1,565,399 $281,982 $1,847,380.86 WC#2 - McCarthy Building Companies, Inc. $ - Concrete Paving & Flatwork I LS $ 1,924,128 $ 300,000 $ 2,224,128 $537,189 $2,761,316.86 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete I LS $ 476,904 S 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical&Lightin I LS $ 1,350,000 $ - $ 1,350,000 $13,056 $2,492.18 $1,365,548.61 WC#5 - Ruppert Landscape $ - Landsca in & Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $166,461 $399,827.58 WC#7 - Ruppert Landscape Brick Pavers I LS $ 393,303 $ 164,000 $ 557,303 $215,614 $772,917.04 WC#8 - Fort Worth Civil Contractors XX $ - UndergroundUtilities 1 IS $ - $ 2,021,088 $ 2,021,088 $106,725 $2,127,813.25 Direct Cost Subtotal $ 6,278,797 $ 2,669,345 $ 8,948,142 $1,650,886 $2,492.18 $10,601,520 MI General Conditions s 1,203,831 $ 521,736 $ 1,725,567 $107,937 $1,833,503.42 M2 CCIP O26' $ 168,428 $ 71,799 $ 240,227 $35,324 $50.34 $275,601.26 Builder's Risk Insurance nun', $ - $ - $ - $20,828 $25.43 $20,852.97 Cost of The Work Subtotal $ 7,651,056 $ 3,262,880 $ 10,913,936 $164,088 $75.77 $12,731,478 M3 Fee 7.95", S 608,259 S 259,399 $ 867,658 $150,749 $204.15 $1,018,610.81 Subtotal $ 8,259,315 $ 3,522,279 $ 11,781,594 $150,749 $204.15 $13,750,088 M4 McCarthy Performance & Payment Bond 0.80% s, 73,105 $ 29,736 $ 102,841 $16,352 $22.18 $119,214.95 Subtotal $ 8,332,419 $ 3,552,015 $ 11,884,435 $16,352 $22.18 $13,869,303 M5 Construction Contingency 5.00% $ 3.36,621 $ 177,601 $ 514,222 ($514,222) ($0.02) M6 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landscape Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal $ 9,169,040 $ 3,729,616 $ 12,898,656 ($1,014,222) $0.00 $0 CO Ol NTP 2/10/2025 $ - $ - $ - $261,237 $261,237.00 $ $ - $0 $0.00 Subtotal $ - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 $ 3,729,616 I $12,898,656 $1,229,090 $2,794.28 $14,130,540 UMiN Lumin8 Transportation Tech PO Box 40016 Fort Worth, TX 76140 Regarding: To: Job Site: CAMP BOWIE Request for Change Requested By: Phone: E-mail: Recipients: Phone: E-mail: RFC Number: 11 Date: 06/08/2026 Requested Change: Change to Contract FURNISH/INSTALL 480 V DRIVER $ 2350.00 RFC Total $ 2350.00 Please respond by: 06/12/2026 Lumin8 Transportation Technologies LLC TECL 40573 Regulated by The Texas Department of Licensing and Regulations, P.O. Box 12157, Austin, Texas 78711, 1 800 803 9202, 512 463 6599, website www.license.state.tx.us/complaints Lavigne, Isaiah From: Drew Newton <drew.newton@lumin8.com> Sent: Wednesday, July 1, 2026 6:30 PM To: Lavigne, Isaiah Cc: Valdez, Mark Subject: RE: 480 v Driver The driver supplied by the manufacturer will not void the warranty since we are using their product Using a step down transformer would not really be feasible because there is not a place to mount it Pulling an additional wire would be the best way to do this because it would not require changing the drivers but that workwould need to be performed by the owners electrician we do not usually do private work anymore .............. lld I k PO#T*TI0! TECH1010il i Drew Newton Project Manager Mobile: 817.996.1210 Office: 817.561.7400 Email: drew.newton(lumin8.com www.lumin8.com 1 821 E Enon Ave, Fort Worth, TX 76140 Drew Newton Project Manager Mobile: 817.996.1210 Office: 817.561.7400 Email: drew.newton lumin8.com [inifi TBAUPMATIVt TE1H10IIbSII«S www.lumin8.com 1 821 E Enon Ave, Fort Worth, TX 76140 From: Lavigne, Isaiah <iclavigne@mccarthy.com> Sent: Wednesday, July 1, 2026 4:23 PM To: Drew Newton <drew.newton@lumin8.com> Cc: Valdez, Mark <MAValdez@mccarthy.com> Subject: RE: 480 v Driver 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. 1 Hey Drew, Please see the response from the Engineer: "Our original concern was based on the previous explanation that a step-down driver would be needed to go from 480VAC to 277VDC (I think the intent was "AC"). Our initial interpretation of this was using a step-down transformer to provide 277VAC as specified in the luminaire specifications, this option appears to require modification to the luminaire itself and replace the internal driver with this proposed driver. Unfortunately, we can't verify the internal LED board power requirements based on the fixture specification sheet, and would not know if this modification would void the warranty of the purchased fixtures. Assuming the manufacturer has already confirmed this is the correct driver for those fixtures and you want to move forward with this option, you may want to confirm that this modification will not void the fixture warranty. Another option to consider would be to pull a neutral conductor with the 480V circuit to create a 277V line to neutral leg which would avoid the need to modify the luminaire drivers and/or provide an external step transformer." Please confirm if changing the driver will still be aligned with the warrant of the lights. Also, please confirm if the neutral conductor idea is better idea or more cost efficient as well. Regards, Isaiah LaVigne Project Senior Engineer Southern Region I Dallas, TX M 214-536-4191 I O 972-991-5500 McCarthy Building Companies, Inc. 3400 N Central Expy Ste 500 1 Richardson, TX 75080 In f V 4 From: Drew Newton <drew.newton@lumin8.com> Sent: Thursday, June 18, 2026 7:47 AM To: Lavigne, Isaiah <iclavigne@mccarthy.com> Subject: 480 v Driver i CHANGE ORDER REVIEW Project Number: 002259.000 Project Name: Camp Bowie Contract Increase/(Decrease) Amount: $ 2,492.18 Time (Days) Added: N/A Explanation for Change and Scope of Work: CO 41 - Crescent Hotel Light Pole Drivers Change Order Request # 41 This Change Order covers labor and materials for installing all LED Light Pole Drivers for the Light Poles in front of the Crescent Hotel. Approved By: McCarthy: Date: Isaiah LaVigne Change Order Request 041 Project: Camp Bowie Improvements Highway: N/A Section: N/A Date: 02 -Jul -26 Item Pay Item Type Description Quantity UM Unit Price Amount NEW Light Pole LED Drivers 1.00 LS $ 2,492.18 $ 2,492.18 Total $ 2,492.18 Description of Work: Paradigm Traffic Systems will be providing the City requested Carmanah Double Sided RRFBs, while JDS will be handling installation of the RRFBs. Date: EQUIPMENT Description Days Rate Amount LABOR Description Hours Rate Amount $ Reg. O.T. Reg. O.T. $ - $ $ $ - $ $ $ - $ Subtotal 15% Equipment Markup: Total Equipment: $ - $ - $ - 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ - $ - $ - MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount - Lumina- Furnish and Install LED Drivers for Light Poles 1 LS $ 2,350.00 $ 2,350.00 $ $ $ - $ - $ - $ - $ - $ - 5% Subtotal Subcont. Markup: Total Subcontractor: $ 2,350.00 $ 117.50 $ 2,467.50 15% Material Subtotal $ - Markup: $ - Total Material: $ - Change Order Request (COR) #: 41 SUMMARY Labor: $ - Equipment: $ - Material: $ - Subcontractor: $ 2,467.50 Subtotal Costs: $ 2,467.50 OH & Profit Markup Included in Each Category Bond: 1.00% $ 24.68 Total This Sheet: $ 2,492.18 Units 1.00 Unit Price $ 2,492.18 FORT WORTH, Westwood McCarthy Building Companies, Inc. Camp Bowie Improvements Please refer to Sheets 63, 65, and 66. O CRESCENT RFI #64: Crescent Light Pole Voltage Date: 06.08.2026 Sheets 63 and 65 indicate that for Light Poles El, E2, and E3, per Note 9, the existing power cable and conduit may be utilized to facilitate the new fixture installations. In addition, Sheet 66 indicates that the manufactured light poles are designed for 277V. Following installation and erection of the light poles in accordance with the contract documents, Lumin8 encountered issues when attempting to energize the fixtures, as the breaker would trip upon connection. Subsequent investigation into the existing electrical system determined that the circuit feeding these poles is 480V, which does not align with the 277V rating of the installed light poles and fixtures. The light poles have been fabricated and installed per the approved design, and installation is otherwise complete. To address the voltage discrepancy, McCarthy proposes the installation of a 480V -to -277V driver (step-down driver/transformer), which would reduce the incoming voltage to a level compatible with the installed fixtures. The ROM for this work, as provided by Lumin8, is approximately $2,900. Please advise on the preferred path forward regarding incorporation of the proposed driver and associated costs. i I REVISIONS I Jo xo BD RJ-2 II R]- 11 1 E' _ a (GRAPHIC SCALE IN FEET .. m slm as — @, IB' LIGHT POLE [------� ( --1 3O'LIGHTPOLE S ELECTRICAL METER WM BOB 23A El• E2 E3 c o _______ + ---------- 2'TRENCHN 5T" 18'T4962"TR oEr aa.zsl L �^. $, �.. N __ ___ 2'BORE 78 RJ-e Qr FENCELIN ES ---- _—,..�_---__.--- L..__------___.., H ---- ------------ ------------------------------------------ -- OVERHEADELECTRIC ie�s0.aa - - - --------- i9+OO.0U �. ii -T 2B-SJ'-0] �-�--- Ux.- U 22 SANITARY SEWER Z —++_. STORM DRAIN 8L CAMP BOWIE BOULEVARD _ SOTRU`CTIFALPOLE (VARIABLE WIDTH RIGHT -Of -WAY) TRANSFORMER 5 Y C, x r z m I- I I e X15 1 j � E4 E5 E6 E7 E8 E9 0 N - — = �--— — —.6------- —-------------- — 9B `-- 2s — so -D 26 W 1"""� 22*5000 �i 23+00,00 23+50.00 24+00.00 2<+SO.OU ---- 0 z .j. " CAMP BOWIE BOULEVARD / (VARIABLE WIDTH RIGHT -Of -WAY) CQ C O / _ i ' II II II II .v -Q / / Q� AD IICAUTION!! CONTRACTOR TO LOCATION ALL UNDERGROUND UTILITIES BEFORE BEGINNING EXCAVATION. IN AREAS WHERE UTIUTY CONGESTION EXISTS THE CONTRACTOR SEE CONTRACTOR NOTES ON THE ILLUMINATION DESIGN CHARTS SHEET SHOWN ON SHEET 65. SMALL VACUUM EXCAVATE OR HAND DIG TO AVOID DAMAGING ANY EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO ENSURE 3CLEARANCE FROM EDGE OF POLE FOUNDATION AND WALL OF UNDERGROUND WATERLINES. N1 WARNING M D/ p U11LLIllu5 IN 1HE RE uONiRACTOR 5 ALL LAOC GTE (REVIEWED Bydnwsw G9oAoen aP I:JTpm, AAv TEEM Pacheco Koch N _ �9nA>�a9 I9,T, mx_Ex9, CITY PROJECT N0. 105654 YE -GUARD IPVC IPRC24-0119 MAPSCO Na TAR -0]64 RIO 38774-020043331-105654-EO]s65 TAD MAP N0. 2036-392 CITY OF FORT WORTH, TEXAS '<E Of Tfi 9 TAVL011 N. BATES Iweex � a CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS C EA�HG o V A105 P.E. M409e3 ON BA.DFxAl�iaxN. Bof A sENID- Rai ILLUMINATION PLAN DESIGNED: TUB DRAWN: RAH PR JOB NO. 5065-22.692 DATE: JUL 2024 SHEET Q 63 OF 92 f' SL*A OFTEN. UNDER THc 0202,5 I M==M —on —o--o--- l0 -Illllll- -o��---Ea CCC�C IIIIIIIEi - OO ---- _ O____ _ �CO_ = �' ��i♦ii♦�� ©a�aeoo SUrrANY OF LIANRNATON CONDUIT AND CAKU 052 •*W1. TWIt wow*9ao110 4615 Slits r462 E.am orw lwmm YC y� I I S 4� r ! W i al t u a a F+1 T Ra ! f T in Rld T b ! P14 aN t u t T r i 2 run r w a Mt S f WQ T at l MN Y WM o I Mn 15 Mn yr1 15 l 15651 in to, S S Mn aa1 CpAaat NIAU ILK Ism 11..5'5,r�ur. a+i�CrY •M11� w55255m* �ra555mnwNtnlgae.P15.v a PsiAta-ama 8a8,.M I. n.e. e•rw•NeeNa4 o1.1ir.r •5.r w. r�alb+5RALICIFI 265 z+�lNl r p rs r taeaex rat11M II NImaNNI Klt HmtlttN e11MtV urMF LALuwaN ]vTCpFA IL G O8COwICTIPERESTRL rTNROSLaM LSMPN1KL41tMJi ,am 2u .0 LYMNYYr Pbla WM$ ..rEP1INe.i.. 1.221 0106 I lWpaEuu*aO. .IA5.1J1{5AF (9KYA0®Fl[rMEe T TRANSFORMER LOCATION DETAIL POLE DATA It OF 21 POLE Magna ADEalED LM 861146 POLE N6GM - tO n 21 34 1 1 46 I a M I a + 7A 1 Is M 1 g y Iw I VIN A I is IDA I V Va 12A 1 a 5665 is eM 1 iz 1TA + V Vla tM t a 116 + It 214 1 LW 21A I V Vis 22A I ViB 226 T V is 266 + it 26A I V Vis 2N 5 V - is 276 t - - 1F 2 2 3 3 a V 2 2 D AB 2 2 32 58 2 2 II V 2 I TUTS PNmw,I bePqu4P IBM 86miman 2 N30poleswllbeEq-(. s)eel. 3 N LMnxLGdnm•5itn SO) faauea b W mound silt 4.06 LtlntlrlIMm!!u, 14120 hdur* b W maer4 r 30 5 BraMremn mar4a4bptb th.I uEclMnmwar 24'»2• baniWs Slid may Nees bW m115n 51415.3 5 PqIS Nmn+g Osmenson a weclbad m 046505 fu�m�anull 66091* *02.0.65 2161 655100 41411 mo.Meo .1 30 n0M8.0*191 nm"ay See IDee165IRS poll R FORCalnn ONa15 PROPOSED 120/240V TRANSFORMER TO BE COORDINATED WTHH ONCCR o 2-13 PROPOSED 120/240V METERED ELECTRICAL SERVICE PEDESTAL POLE OATH521112) POLE LINENrAI>EJA®L1M em wm FANNER POLE tr10NT re 2 10 m 2 IC 2 3 TO m 2 2 p its 2 2 p 125 2 try 1C 1 - >r 2C tV iC 2C 1 is k t 7Y Be 1 a EC V u' !t EC 1V V is SC it •4C tic t xF' 130 1V is ISO t is E1 is E2 1 is E3 Vis E4 is B6 t M• Ea is ET Ea 16 E4 t _ 1s iQTAL 4a ffi b kyles 5.154 78p0656*2 De snuera IB"1 aemnum. 2. At W ppMs W9Wx ..IB7atect 3. Pd LumeMlart Anic81n%3lUtulea ID lie moulWeO22 F5 4 NLse, rtlbae-.T.RUIIIO 10O2ERAisstSEtn,oNi9Rdul90 s Bemire Nd 6s poke a1Nl 0Ot9PiR1G52I2 265570 8.411013 and Y reed to blisotltliloi00iod. 0.0522 n9 oill.RUOOR 088, fief. 1010113. La V Cuwny T. ad 2 ha 30 pee'wdh 550 futo. mamled*118' Wing H. 5dbwakald M100TT,:Km 1000060030 WBht fwmg F2 05106865 Sea 51183'.. 655 151 0065 5p0clfaali0Y 02083 0 CaNvc to0010* awes IR3R0.ii4094910iAI OR 742/605211 akrat PUM5 1,1-1* 206 TO W lnp8S*5IIIIIIBAW WAN' 18 pR0Rbinan 56311102 pole. Cad14 * 511.1465 345:1151 AR 0.686» and .8)ue1 pole P8O*E,IbED as202880IORaD* 02*582 bo 6565n60 10001651/5 960 wlnnRS9* spoO2.amn *f dew 1*d m and plan 001. EX6lmg puwal x22565 65105 OO dw can Ho ulll000 to 61658115 020 411000*12616500110 PROVIDE SCULPTURE UPLIGHTR4C BY CONNECTORS A SINGE PHASE. CONDUCTOR OF THE AVAILABLE 249V, TI MEDIAN STREET LIGHTING CIRCUIT- UnUZE PHASE CONDUCTOR AND NEUTRAL CONDUCTOR TO SERVE 12UVAC UPRIGHT FIXTURES. PROVIDE THE LOCAL NON -FUSED DISCONNECT AT EACH SCULPTURE, FURNISH AND INSTALL ALL REQUIRED CONDUIT PULL BOXES/HANDHOLES. CONDUCTORS (INCLUDING EQUIPMENT GROUNDING CONDUCTOR), SPUCESV AND TERMINATIONS PER NEC AND AHJ REQUIREMENTS. THE LOCAL, NON FUSED DISCONNECT FOR THE SCULPTURE LIGHTING CIRCUITS) SHALL BE A LOCKABLE, TAMPER -RESISTANT, WEATHERPROOF, LOW-PROFILI ENCLOSURE SUITABLE FOR ROW CONDITIONS AND ACCESSIBLE FOR MAINTENANCE. TAVLw N. BATES weer l a5,a��5��•.�,rz fALRAL NOTES FOR CONTRACTOR un n E CONTRACTOR SHALL LOCATE ALL UNOERCOCA ND UPl1nES PRIOR ip CONSTRUCTION. ' THE 006505 000 SHALL VACUUM EXCAVATE OR HARD DIG POLE THE N NS WHERE UMZAR EXISTS. • THE CONTRACTOR SHALL R MAXIMIZE OSCLEARANCE BETWEEN MNTHEGUVU TT UT BEET WHEREVER POSSIBLE. • T THE CTR IS ARE TOO CLOSE TO INSTALL THE FOUANDnPR, THE $PACING IN IS AT REACH EE TO THE ENGINEER AND ESONOF 0ALYNG IXCAVA D U BETWEEN UTILITIES AND PICTURES OF ELISTNG, EXCAVATED UTLITIE5. • CONTRACTOR TO COORDINATE ALL POT HOLE LOCATIONS PATH CITY AND PROWOE 72 HOURS NOTICE TO FIELD OPERATIONS AND NSPECTONS. OINAPON ANO COMMUNICATION • NE CONTRACTOR SHALL COORDINATE ANY DEMAnON5 FROM THE BANS WITH CTY STACMUN5. • THE N ESOACTOR SHALL INCOMMUNICATE ALLINGANY OPOLE AND TO THE QCATENGINEER PRIOR TO INSTPLIINC ROSINED POLE AND CONDUIT WCATON5. MP • E CONTRACTOE SHALL ENSURE UBPROPER E MINIMUM ADN REQUIREMENTS ARE MET WHERE POLES MUST INSTALLED WITHIN ME COEWALK AREA. • NE CONTRACTOR SHALL AIM FOR A MINIMUM SIDEWALK WIDTH OF 5 FEET AT PINCH POINTS: 4 FEET IS ACCEPTABLE MERE LIMITATIONS EXIST. COBi I CUINSTALLATW ME CONTRACTOR SHALL NOTE THAT CONDUITS ARE DRAWN SCHEMATICALLY IN THE PLANS TO MAXIMIZE CLARITY. • NE CONTRACTOR SHALL CONSIDER THE LAYOUT IN RELATION TO VOIDING TREE WELLS AND SURFACE UTIUTE5 AS SHOWN IN THE FLANS. • LAITY CONDUIT SHALL HAVE PULL CORD FOR FUTURE ISTALLAPMS. •�MFNUAITFRIOE OIFF FO TTOE—TAAi IL THE I NFCD ANnD "CINNt"RY TO REV,EWW MyAnd. S*odt,ao* t:OPO,U8),. 1AIAF4 Pacheco Koch I 1� a -rep* o,cRA»we L.nl mx-5515 CITY PROJECT N0. 105654 x-29250 IPRC 1PRC24-01 I9 MAPSCO N0. TAR -0704 HID 36114-01000.7331-105004-EO709S TAD MAP NO.. 2036-392 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS DESIGN CHARTS DESIGNED: TUB PR JOB N0. DATE: SHEET •1 DRAWN: IG11f 5085-22.692 JUL 2020 65 OF 92 �' Ip.N,CS $K.l G©D1 yz�OUYT,:gym__— .w+.,.....e.... ORICCORK 0 -TOO II CeMNeroeSpeclMnMm:M1rel r«N..mNaoe =nT+zv— �lrlse-- ': FJ11I5E SI w. ry ,. _ r GRILL FON C RO C4ELBLA Ff£M2OM • COF 30305. • a GL BIKED 00055. WMYNRW irwn.Rn-- "'e.. IS' Kit 7.E5,R1 ARM TO HAVE 8EFFECTIVE ARM LENGTH. NOTE:: SPECVICALN111 SHEET NOT AVAILABLE FOR POLES 18 AND 1F AT THE TIME OF S—N'TAL. CONTRACTOR TO COORDINATE WITH VENDOR USING THE FOLLOWING 0041 ORDE,,,NB: 01044 50 240. CDL [OUTPUT] 4047 CRI 80 2 SK DIM 0 30' MO LOAM 240 C"L [OUTPUT] 440K CRI 80 [DISTRIBUTION[ SK C RK DIM O 18' MN PI_ -S B AL R 30 M BK P BLUMSTEO30'AB//WAM 0 18' MO 0 ei80tle9 HEAG/urvGERCRGurvG UBLITIESVINFIIROUND A. CONTRACTOR SHALL LOCATE Au urvDERc6GurvG ununss aEFGRE E. —Al" CONTACT UTUTT n8 HOURS PRIOR TO CONSTRUCTON Ai 1 -800 —GIG —IRS. Pacheco Koch oxxnraa.s 1071 mf-rne CITY PROJECT NO. 105654 x-20250 IPRC IPRC24-0119 MAPSCO Na TAR -0]64 FJO 30174-020045531-105fi54-007095 TAD MAP Na 2036-392 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS ILLUMINATION DETAILS DESIGNED: INS PC JOB N0. I DATE: SHEET DRAWN: ROTC 5085-20692 01 2024 66 OF 92 M=9CARW- Project Name Project No: Camp Bowie 002259.000 OWNER CHANGE ORDER O.C.O. # 0039 DATE: August 04, 2026 DESCRIPTION OF THE PROPOSED CHANGE: CO 39 - Bent Anchor Bolt SCOPE: This Change Order provides pricing for Lumin8 to remove and replace the light pole foundation at the northwest intersection of Boland Street and Camp Bowie Boulevard. Pricing Details: Company Name Description Amount WC #4 - ELEC & LIGHT 8,911.00 WC #2 - CONC PV & FW 964.00 WC #7 - BRICK PAVERS -9,875.00 Net Amount This Proposed Change 0.00 Net Change in Calendar Days Due to This Proposed Change Days Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. McCarthy Building Companies 12851 Manchester Rd. St. Louis, MO 63131 Digitally signed by Isaiah LaVigne DN: C=Us, E=iclavigna@nn—Mhy.com, Isaiah LaVigne O=McCarthy Building Companies, OU=Civil, CN=Isaiah LaVigne Date: 2026.08.06 14:5233-05'00' SIGNATURE DATE TrebleOak 4849 Greenville Avenue, Suite 100 ballas. TX 75206 Josh Goad ^� SIGNATURE Crescent Property Services LLC 3230 Camp Bowie Blvd, Suite 500 Fort Worth, TX 76107 Digitally vgnod by Travis Ried ON C=US, E=THsh@crescenr.com. Travis RI eff O=:Crescent Real Estate LLC, OU=VP Development. CN=Travis Date: 2026.08.12101037-05'-05' 00' DATE SIGNATURE DATE Printed on: 8/6/2026 2:43:55 PM Page 1 of 1 MMARW PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 39 - Bent Anchor Bolt OWNER CHANGE ORDER O.C.O. # 0039 DATE: August 04, 2026 NOTES: This Change Order provides pricing for Lumin8 to remove and replace the light pole foundation at the northwest intersection of Boland Street and Camp Bowie Boulevard. PCI Description Amount The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Orders: 1,231,884.38 The Contract Value prior to this Change Order was: 14,130,540.38 The Contract Value will be changed by this Change Order in the amount of: 0.00 The new Contract Value including this Change Order will be: 14,130,540.38 The Contract duration will be changed by: 0 Days The revised Substantial Completion date as of this Change Order is: September 21, 2026 Printed on: 8/6/2026 2:45:14 PM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #39 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 39 - Bent Anchor Bolt GMP Cost General Works G\X' 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork&Demolition 1 LS $ 1,452,399 $ 113,000 $ 1,565,399 $281,982 $1,847,380.86 WC#2 - McCarthy Building Companies, Inc. $ - ConcretePaving & Flatwork I LS $ 1,924,128 $ 300,000 $ 2,224,128 $537,189 $964.00 $2,762,280.86 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete I LS $ 476,904 $ 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical&Lightin I LS S 1,350,000 $ - $ 1,350,000 $15,549 $8,911.00 $1,374,459.61 WC#5 - Ruppert Landscape $ - Landsca in & Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $166,461 $399,827.58 WC#7 - Ruppert Landscape Brick Pavers I LS $ 393,303 $ 164,000 $ 557,303 $215,614 ($9,875.00) $763,042.04 WC#8 - Fort Worth Civil Contractors $ - UndergroundUtilities I IS 5 - $ 2,021,088 $ 2,021,088 $106,725 $2,127,813.25 Direct Cost Subtotal $ 6,278,797 $ 2,669,345 $ 8,948,142 $1,653,378 $0.00 $10,601,520 311 General Conditions s 1,203,831 $ 521,736 $ 1,725,567 $107,937 $1,833,503.42 M2 CCIP 2.C' 168,428 $ 71,799 $ 24(,,227 $35,374 $0.00 $275,601.26 Builder's Risk Insurance {nu{)" ,. $ - $ - $20,853 $0.00 $20,852.98 Cost ofThe Work Subtotal $ 7,651,056 $ 3,262,880 $ 10,913,936 $164,164 $0.00 $12,731,478 M3 Fee 7.95", S 608,259 S 259,399 $ 867,658 $150,953 $0.00 $1,018,610.81 Subtotal $ 8,259,315 $ 3,522,279 $ 11,781,594 $150,953 $0.00 $13,750,088 M4 McCarthy Performance & Payment Bond 0.80% s, 73,105 $ 29,736 $ 102,841 $16,374 $0.00 $119,214.95 Subtotal i 8,332,419 $ 3,552,015 $ 11,884,435 $16,374 $0.00 $13,869,303 M5 Construction Contingency 5.00% $ 3.36,621 $ 177,601 $ 514,222 ($514,222) ($0.02) M6 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landscape Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal $ 9,169,040 $ 3,729,616 $ 12,898,656 ($1,014,222) $0.00 $0 CO Ol NTP 2/10/2025 $ - $ - $ - $261,237 $261,237.00 - S - $ - $0 $0.00 Subtotal S - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 $ 3,729,616 I $12,898,656 $1,231,884 $0.00 $14,130,540 Lumin8 Transportation Tech PO Box 40016 Fort Worth, TX 76140 Regarding: Remove and replace damaged foundation. To: Job Site: CAMP BOWIE Request for Change RFC Number: 10 Date: 04/22/2026 Requested By: Phone: E-mail: Jason Hess (817) 561-7400 jason.hess@lumin8.com Recipients: Phone: E-mail: Requested Change: UM Quantity Unit Price Change to Contract REMOVE DAMAGED FOUNDATION EA 1.0000000 6350.000000 $ 6350.00 DRILLED 24"X8' FOUNDATION EA 1.0000000 I 2561.000000 $ 2561.00 RFC Total $ 8911.00 Please respond by: 04/29/2026 Jason Hess Bean Electrical 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.license.state.tx.us/complaints /. ( !A'�. ; i 001 O REVISIONS A ; ®Es A �� /v ' o xa. as so r A L r — — — V pg ' V sra•�v.a,sz a" GRAPHIC SCALE IN FEET rn -sz.vz � — Ta x.b or z orr -n asz L vrT: -snzsv rT. -sz, s E __—__—_ _� ta.eaez R2-) ��_ __� _�� ___—___ _ _J �_— P 18'LIGHT POLE ____--- 7 7-Yrcrw -- ELECTRICAL METER SYMBOLS '3 R2-1 l0A Rz-z 11A R2-3 12A Rz-4 ©13A R2 s 14A A15A a GRouNDeoN iRt-11 A Il +---------- 2 TRENCH av,xmxzv vnrrR uxc mxm v,Tu uxc ci ui uxmvn vrxv u� w uAR a rrwu w vvx �' uxvwsv v,.m uxc r ---------- 2: BORE w .�. = 2—= _ xerrAlu uxxxvvx FENCELINES r — —.� OVERHEAD ELECTRIC 36 y Z2_2 ------------- --- - 46 -- — .� WATERLINE zz FT' ------ ---- —000 SANITARYSEWER r .00 1005600 11 SD OD 2+00 oo 12 000 13 oo DD 13«50.00 14 Z —++a STORM DRAIN i5 ast.. i _. i••.es1 _ BOWLINE Z STRUC URALPOLE CAMP BOWIE BOULEVARD 2— + pxrmn U ® TRANSFORMER c wTm Tn ° cmxnm,rs (ATN RIG {RA&E "IHT 6' ON / Aa°r wN GTw 8C gC Al2C �13C ,s`x'cmn m u xrrnra ' s xecec° T` N)WARN/UNDERn - r VAR Ous DEA CoD/ ptDUND i-2 URLI11E5 IN 1HE AREu CONTRACTOR SHALL LDG GTE 2— 2— 2_ 2— 2— 111 UNDmcROUND _ 5 BEFO _E _E IAVATIN . DT e Coas1RUY:TIOr Ar r, 134 TE KfV1E1YD ll Dy AVM W[ioaMmsn tit T.37 —AP` Ha 24[tl. MATCHLINE `Ax - 1 L 4/13126 • A ncret pump truck ' - , „„ ran aver the light p le foundation �' Pacheco Koch N I edeestriaan ahead si n,resultin — — — — + o ' _ • W�lwssd aargxy °xvc ,o°°eoo, m d me a to an anchor boX tied `� CONSTRUCTION NOTES — — — Into the foundation. _ tx¢x rExcss, REuwlxc v,us ax° R2-) \ \ __� / L' _ « T AAm ixAu ff 15 Av° ui avvswav R!m� 9•tii es 5 wA[ss °mrxwss -__-__-__- .wmxp vartn ems. rA._>i - -_ a rasimo rtx¢s As xmr°T°°xr rtria RAaro�n Aid�T N n AE AWxm R RA w RA �A xmEmT maw Rz-n x,rrA�,� °xxxP.n� 18A r m-_ - � rnuK H0RIZ0NTAL&VERTICAL CONTROL 0o taso.00 — _—_ io•::oio__--o[}_- _�—__ _ssa eur se ex�gscu Z61 6 Y�vnss 2_ 9v! W tTM! 90 Bxr 2>cuT m A CAMP BOWIE BOULEVARD + (VARIABLE YnDM MqR—tr—MYI ":' vsvP%»..,s` r" N�ivi o rttH°s CITY PROJECT NO. 105654 X-28250 ry IRDL 1114-0 00433 TOD SCP Na203ff 392 O Na TAR -076.4 --__—__--__ Otl4-2 3r-105654—EO)68.5 A MA — F0 / Orw O 3rA / ` L_____ _____________________ CITY OF FORT WORTH, TEXAS Vv � SSE OF rf# OQ d / s4 CAMP BOWIE BOULEVARD k rAnox x. eATEs ROADWAY IMPROVEMENTS .' / / Ee EAAx� ° +l411+ ILLUMINATION PLAN CONTRACT! 1 0 0 P.E. ,wsez a CONTRACTOR TO LOCATION ALL UNDERGROUND UTILITIES BEFORE BEGINNING EXCAVATION. IN AREAS WHERE UTILITY CONGESTION EXISTS THE CONTRACTOR 09/00/0+90.iFnAT�i°xx or A arum xwT DESIGNED : TNB PK JOB N0. DATE : SHEET SEE CONTRACTOR NOTES ON THE ILLUMINATION DESIGN CHARTS SHEET SHOWN ON SHEET 65. SMALL VACUUM EXCAVATE OR HAND DIG TO AV0i0 DAMAGING ANY EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO ENSURE 3' CLEARANCE FROM EDGE E11194 ROWS 1ax 9160 uxoEx 511 60 DRAWN: RAH 5085-22.692 JUL 2024 62 OF 92 OF POLE FOUNDATION AND WALL OF UNDERGROUND WATERLINES. MRARINY Project Name: Camp Bowie Project No: 002259.000 DESCRIPTION OF THE PROPOSED CHANGE: CO 40 - DOW Art Galleries SCOPE: OWNER CHANGE ORDER O.C.O. # 0040 DATE: August 05, 2026 This Change Order provides for the additional labor, equipment, and materials necessary to construct a designated drop-off zone in front of the DOW Art Galleries. The work Includes the installation of additional traffic control measures to secure the work area, demolition of the existing pavement and curb, lowering of the existing water meter and lid replacement, excavation and replacement of unsuitable material with flexible base, and construction of new concrete pavement, curb, and gutter. The scope also includes all required striping and signage to complete the drop-off zone and make it operational. General Conditions have been included to support project supervision from August 3, 2026, through September 21, 2026. A portion of these costs was previously captured in Change Order 36 (Light Pole Redesign), which resulted in a schedule extension due to extended lead times. The balance of the General Conditions included herein is attributable to additional scope activities, including the DOW art installation, bent anchor bolt replacement at Boland Street, and installation of signage and RRFBs. These activities require ongoing project management and engineering oversight to ensure safe execution, timely completion, and proper financial administration of the project. Pricing Details: Company Name Description Amount WC #1 - EW & DEMO 17,208.06 WC #2 - CONC PV & FW 19,477.82 WC #6 - TRAF CNTRL 8,224.35 WC #8 - UNDRGND UTIL 8,955.00 General Conditions 30,348.47 CCIP 1,088.08 Builder's Risk 853.02 Fee 6,849.31 P & P Bond 744.03 Net Amount This Proposed Change 93,748.14 Net Change in Calendar Days Due to This Proposed Change 24 Days Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has been fully executed. If the "Net Change in Calendar Days Due to This Proposed Change" is blank the schedule impact will be evaluated at a later date. Printed on: 8/5/2026 11:59:59 AM Page 1 of 2 McCarthy Building Companies 12851 Manchester Rd. St. Louis, MO 63131 Digitally signed by Isaiah LaVigne DN 0 -US, Ea g e@mccarthy.com, Isaiah LaVigne oMrncarnbyBIdnoCornpettes 2a152026,0805 12:06:01-0500 SIGNATURE DATE Treble0ak 4849 Greenville Avenue. Suite 100 Dallas, TX 75206 Josh Go d SIGNATURE Decriptkn Cost Per Month Cost Per Day D ati s Total Cost ProjectManager S 2a,S10.00 S 693.6 2. S 16,6141.00 Superintendent S 2-t 4S2.0'0 S 816.07 0 S - Project Engineer S 13.334.00 5 44.13 15 5 6,692.00 Project Clerical 5 11.443.00 S 381.43 3 S 3,051.47 Project Safety Supervisor 5 17.620-0r0 S 38733 6 S 3,524.00 Contractor Trailers S 9'5.00 S 32.30 0 5 - Ofce-C-til'ry Charges 5 L025.00 S 34.17 0 S - Office -Eqpt Rent 5 540.00 5 13.00 0 5 - StoraaeContainer Rent S 216.00 S .20 0 5 - Sanitary Facilities S 966.00 5 2S-3' 15 S TDta1= S 93.311-00 S 3.045.37 S 30.348.4'7 DATE Crescent Property Services LLC 3230 Camp Bowie Blvd. Suite 500 Fort Worth, TX 76107 Digitally signed by Travis. Rieff DN: C —US E Tne8@crescent wm, Travis Rieff Develop IRON aAse Reff U VP 2018:202608.0612:15:22-0500' SIGNATURE DATE Note: reference e-mail on 7/29 regarding the use of DC funds if more information is needed. Printed on 8/5/2026 11:59:59 AM Page 2 of 2 MRARINY PROJECT NAME: Camp Bowie PROJECT NO.: 002259.000 TITLE: CO 40 - DOW Art Galleries OWNER CHANGE ORDER O.C.O. # 0040 DATE: August 05, 2026 NOTES: This Change Order provides for the additional labor, equipment, and materials necessary to construct a designated drop-off zone in front of the DOW Art Galleries. The work Includes the installation of additional traffic control measures to secure the work area, demolition of the existing pavement and curb, lowering of the existing water meter and lid replacement, excavation and replacement of unsuitable material with flexible base, and construction of new concrete pavement, curb, and gutter. The scope also includes all required striping and signage to complete the drop-off zone and make it operational. General Conditions have been included to support project supervision from August 3, 2026, through September 21, 2026. A portion of these costs was previously captured in Change Order 36 (Light Pole Redesign), which resulted in a schedule extension due to extended lead times. The balance of the General Conditions included herein is attributable to additional scope activities, including the DOW art installation, bent anchor bolt replacement at Boland Street, and installation of signage and RRFBs. These activities require ongoing project management and engineering oversight to ensure safe execution, timely completion, and proper financial administration of the project. PCI Description Amount 00080 CO 40 - DOW Art Galleries 93,748.14 The Original Contract Value was: 12,898,656.00 Sum of changes by prior Change Orders: 1,231,884.38 The Contract Value prior to this Change Order was: 14,130,540.38 The Contract Value will be changed by this Change Order in the amount of: 93,748.14 The new Contract Value including this Change Order will be: 14,224,288.52 The Contract duration will be changed by: 21 Days The revised Substantial Completion date as of this Change Order is: September 21, 2026 Printed on: 8/5/2026 11:59:13 AM Page 1 of 1 Crescent Property Services LLC Camp Bowie Improvements Fort Worth, TX GMP - Parkway & Utilities Previous Changes Allowance/Contingency/CO Request #40 REVISED No. Item of Work Quantity Unit Total GMP Parkway Total GMP Utilities Combine GMP Cost Sum of AR/CR's CO 40 - DOW Art Galleries GMP Cost General Works G\X' 1 LS $ 48,074 $ - $ 48,074 $0 $48,073.55 WC#1 - McCarthy Building Companies, Inc. Earthwork&Demolition 1 LS $ 1,452,399 $ 113,000 $ 1,565,399 $299,190 $17,208.06 $1,864,588.92 WC#2 - McCarthy Building Companies, Inc. $ - ConcretePaving & Flatwork I LS $ 1,924,128 $ 300,000 $ 2,224,128 $430,467 $19,477.82 $2,780,794.68 WC#3 - North Texas Bomanite $ - Colored & Stamped Concrete I LS $ 476,904 $ 65,385 $ 542,289 ($10,545) $531,744.00 WC#4 - Bean Electrical $ - Electrical&Lightin I LS $ 1,350,000 $ - $ 1,350,000 $15,549 $1,365,548.61 WC#5 - Ruppert Landscape $ - Landsca in & Irrigation 1 LS $ 400,622 $ 5,872 $ 406,494 $340,404 $746,898.19 WC#6 - McCarthy Building Companies, Inc. Traffic Control 1 LS $ 233,367 $ - $ 233,367 $174,685 $8,224.35 $408,051.93 WC#7 - Ruppert Landscape Brick Pavers I LS $ 393,303 $ 164,000 $ 557,303 $215,614 $772,917.04 WC#8 - Fort Worth Civil Contractors $ - UndergroundLrtilities I IS $ - $ 2,021,088 $ 2,021,088 $115,680 $8,955.00 $2,136,768.25 Direct Cost Subtotal $ 6,278,797 $ 2,669,345 $ 8,948,142 $1,581,044 $53,865.23 $10,655,385 Ml General Conditions s 1,203,831 $ 521,736 $ 1,725,567 $138,285 $30,348.47 $1,863,851.89 M2 CCIP 2J''., $ 168,428 $ 71,799 $ 240,227 $33,913 $1,088.08 $276,689.34 Builder's Risk Insurance {n.uot;-,. $ - $ - $ - $20,419 $853.02 $21,706.00 Cost of The Work Subtotal $ 7,65I,056 $ 3,262,880 $ 10,913,936 $192,616 $32,289.57 $12,817,632 N13 Fee 7.95", 8 608,259 8 259,399 $ 867,658 $147,464 $6,849.31 $1,025,460.12 Subtotal $ 8,259,315 $ 3,522,279 $ 11,781,594 $147,464 $6,849.31 $13,843,093 M4 McCarthy Performance & Payment Bond 0.80% s, 73,105 $ 29,736 $ 102,841 $15,995 $744.03 $119,958.98 Subtotal $ 8,332,419 $ 3,552,015 $ 11,884,435 $15,995 $744.03 $13,963,051 M5 Construction Contingency 5.00% $ 3.36,621 $ 177,601 $ 514,222 ($457,817) ($0.02) N16 Design Contingency 0.00% $ - $ - $ - $0 $0.00 Owner Allowances: Landscape Enhancement $ 500,000 $ - $ 500,000 ($500,000) $0.00 Subtotal $ 9,169,040 $ 3,729,616 $ 12,898,656 ($957,817) $0.00 $0 CO Ol N I'P 2/10/2025 $ - $ - $ - $261,237 $261,237.00 $ - $ - $ - $0 $0.00 Subtotal $ - $ - $ - $261,237 $0.00 $261,237 Grand Total $ 9,169,040 $ 3,729,616 I $12,898,656 $1,240,540 $93,748.14 $14,224,288 r CHANGE ORDER REVIEW Project Number: 002259.000 Project Name: Camp Bowie Contract Increase/(Decrease) Amount: $ 44,910.23 Time (Days) Added: N/A Explanation for Change and Scope of Work: CO 40 - DOW Art Galleries Change Order Request # 40 This Change Order provides for the additional labor, equipment, and materials necessary to construct a designated drop-off zone in front of the DOW Art Galleries. The work includes the installation of additional traffic control measures to secure the work area, demolition of the existing pavement and curb, excavation and replacement of unsuitable material with flexible base, and construction of new concrete pavement, curb, and gutter. The scope also includes all required striping and signage to complete the drop-off zone and make it operational. Approved By: Digitally signetl by Isaiah LaVigne DN'. C=US. E=iclavignC@m ,.rthyOU- McCarthy: Isaiah LaVigne OCNMIsaiahhLaBuBM Companies. OU=Civil Date. Dare: zozs oe.os t z:os os-gsoo Isaiah LaVigne Change Order Request O4O Project: Camp Bowie Improvements Highway: N/A Section: N/A Date: 24 -Jul -26 Item Pay Item Type Description Quantity UM Unit Price Amount NEW Traffic Control 1.00 LS $ 8,224.35 $ 8,224.35 NEW Earthwork & Demo 1.00 LS $ 17,208.06 $ 17,208.06 NEW Concrete 1.00 LS $ 19,477.82 $ 19,477.82 Total $ 44,910.23 Description of Work: Install, Maintenance, and Removal of Traffic Control required to complete work by DOW Art Galleries. Date: EQUIPMENT Description Day Rate Amount LABOR Description Hours Rate Amount Reg. O.T. Reg. O.T. Skidsteer 2 $ 450.80 $ 901.60 Foreman (Install/Remove) 16 4 $ 34.00 $ 51.00 $ 748.00 $ - Operator (Install/Remove) 16 4 $ 30.00 $ 45.00 $ 660.00 - Laborer (Install/Remove) 16 4 $ 24.00 $ 36.00 $ 528.00 $ - Laborer (Install/Remove) 16 4 $ 24.00 $ 36.00 $ 528.00 - Laborer (Maintenance) 20 $ 24.00 $ 36.00 $ 480.00 $ $ - $ $ $ $ $ $ $ $ - $ $ $ $ - $ $ $ - Subtotal 15% Equipment Markup: Total Equipment: $ 901.60 $ 135.24 $ 1,036.84 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 3,680.00 $ 1,619.20 $ 6,094.08 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount Barrels (Spares) 10 EA $ 80.00 $ 800.00 $ - Signs (Spares) 2 EA $ 40.00 $ 80.00 $ - Subtotal 15% Material Markup: Total Material:. $ 880.00 $ 132.00 $ 1,012.00 Subtotal 5% Subcont. Markup: Total Subcontractor: $ - $ - $ - Change Order Request (COR) #: 40 Labor: Equipment: Material: Subcontractor: Subtotal Costs: OH & Profit Markup Included in Each Category Bond: 1.00% $ 81.43 Total This Sheet: $ 8,224.35 SUMMARY' $ 6,094.08 $ 1,036.84 $ 1,012.00 $ 8,142.92 Units 1.00 Unit Price $ 8,224.35 Description of Work: Demolition and Subgrade prep for "business service only" dropoff zone at DOW Art Galleries Date: EQUIPMENT Description LABOR Days Rate Amount Description Hours Rate Amount $ 1,138.50 Reg. 24 O.T. 6 Reg. $ 34.50 O.T. $ 51.75 Plate Compactor 2 $ 75.00 $ 150.00 Foreman $ 485.00 $ 970.00 Operator $ 450.80 $ 1,352.40 Operator $ 137.06 $ 137.06 Laborer $ - Laborer $ $ $ $ $ $ $ $ $ $ Subtotal $ 2,609.46 Markup: $ 391.42 Equipment: $ 3,000.88 Excavator 2 24 6 $ 30.00 $ 45.00 $ 990.00 Skidsteer 3 24 6 $ 28.00 $ 42.00 $ 924.00 Water Truck 1 24 6 $24.00 $ 36.00 $ 792.00 24 6 $ 24.00 $ 36.00 $ 792.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15% Equipment Total 15% Labor 55.00% Markup: Subtotal Benefit & Fringe Total Labor: $ 5,795.63 $ 2,550.08 $ 9,597.56 MATERIAL SUBCONTRACT Description Quantity UOM Rate $ 1,980.00 $ $ 150.00 $ Amount 1,980.00 150.00 Description Quantity UOM Rate Amount Flexbase (min charge) 1 LS Disposal 3 LD $ 215.00 $ 645.00 Tree Protection (Orange Fence and T -post) 1 LS Straightline- Sawcut (min charge) 1 LS $ 1,250.00 $ 1,250.00 $ $ Subtotal $ 15% Material Markup: $ Total Material: $ Change Order Request (CUR) #: 2,130.00 319.50 2,449.50 40 Subtotal $ 1,895.00 5% Subcont. Markup: $ 94.75. Total Subcontractor: $ 1,989.75 SUMMARY Labor: $ 9,597.56 Equipment: $ 3,000.88 Material: $ 2,449.50 Subcontractor: $ 1,989.75 Subtotal Costs: $ 17,037.68 OH & Profit Markup Included in Each Category Bond: 1.00% $ 170.38 Total This Sheet: $ 17,208.06 Units 1.00 Unit Price S 17.208.06 Description of Work: Form, Dowel, Pour Concrete, and Strip forms for parking and sidewalk Date: EQUIPMENT Description Day Rate Amount Skidsteer 2 $ 450.80 $ 901.60 LABOR Description Hours Rate Amount Reg. O.T. Reg. O.T. Foreman 24 6 $ 34.00 $ 51.00 $ 1,122.00 $ - Carpenter 24 6 $ 30.00 $ 45.00 $ 990.00 - Carpenter 24 6 $ 30.00 $ 45.00 $ 990.00 $ - Finsher 24 6 $ 28.50 $ 42.75 $ 940.50 - Flnsher 24 6 $ 28.50 $ 42.75 $ 940.50 $ - Laborer 24 6 $ 28.50 $ 42.75 $ 940.50 $ $ - $ $ $ - $ - $ $ - $ - $ - $ $ - $ $ $ $ - $ $ $ - Subtotal 15% Equipment Markup: Total Equipment: $ 901.60 $ 135.24 $ 1,036.84 15% Labor Markup: Subtotal 55.00% Benefit & Fringe Total Labor: $ 7,404.38 $ 3,257.93 $ 12,261.65 MATERIAL SUBCONTRACT Description Quantity UoM Rate Amount Description Quantity UOM Rate Amount Dowels 48 EA $ 3.45 $ 165.60 Roadmaster Striping 1 LS $ 400.00 $ 400.00 Rebar 4 CWT $ 54.00 $ 216.00 JDS-Signs 1 LS $ 600.00 $ 600.00 Epoxy 3 EA $ 65.00 $ 195.00 $ - Concrete 1 LS $ 3,500.00 $ 3,500.00 $ - Lumber 1 LS $ 216.00 $ 216.00 $ $ $ $ $ Subtotal 15% Material Markup: Total Material:. $ 4,292.60 $ 643.89 $ 4,936.49 Subtotal $ 1,000.00 5% Subcont. Markup: $ 50.00 Total Subcontractor: $ 1,050.00 Change Order Request (COR) #: 40 SUMMARY Labor: $ 12,261.65 Equipment: $ 1,036.84 Material: $ 4,936.49 Subcontractor: $ 1,050.00 Subtotal Costs: $ 19,284.98 OH & Profit Markup Included in Each Category Bond: 1.00% $ 192.85 Total This Sheet: $ 19,477.82 Units Unit Price 1.00 19,477.82 (4) July 23, 2026 FORT WORTH CIVIL CONSTRUCTORS, LLC To: Mr. Mark Valdez Project Manager McCarthy Building Companies, Inc. 3400 N. Central Expressway, Suite 500 Dallas, TX 75243 Re: Camp Bowie Roadway Improvements Dow Art Gallery Water Meter Mr. Valdez, Per your request, the price for Fort Worth Civil to lower the meter and install a traffic rated meter box for the Dow Art Gallery will be $8,955.00. Please let me know if you have any questions regarding this change order request. Respectfully, 5 Brad Caldwell Operations Manager (O) 817. 562. 2292 1 (F) 817. 562. 2293 1 www.FWCivCon.com Office: 4860 Mark IV Parkway, Fort Worth, TX 76106 I Mail: P.O. Box 164513, Fort Worth, TX 76161 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 174 SIDE VIEW w/ CUTAWAY y2„ cal H-20 TRAFFIC RATED WHEN PROPERLY INSTALLED IN REINFORCED CONRETE PATTERN NUMBER: BOX WEIGHT- 130 LBS. BASS a HAYS CMB 1017 COVER WEIGHT- 45 LBS. IJ 01.Cu SET WEIGHT- 175 LBS. neU DESCRIPTION: Traffic Rated Concrete Meter Box DRAWN BY: 0ldcastle® TOLL FREE: 1-800-258-2278 with Checkered Steel Lid, Plain or Flip Lid DFW METRO: 972-263-1360 H-20 TRAFFIC LOAD RATING REVISED BY: LOCAL: 972-262-1012 FAX: 972-263-0091 sales@basshays.com www.basshays.com Made In USA MEH 7-25 © Copyright 2025 Bass & Hays Foundry, Inc. For use only as submittal (cut) sheet. Y I I I LOT 1R REVISIONS LOT 12R I I 1 I S m BLOCK 5 r DEscR Tmx A OR BLOCK 5 ADDITION ZANOT'S HILLSIDE ADDITION S T S HILLSIDE LOT 14 LOT 15 LOT 16 s' VAN INSTHILLSIDE 82DITON (INST. NO. 0221271821) ® ADDENDUM 3 1, pe zp2 a ® DEMOLITION & CONCRETE - CURB INLETS 3/12/2025 (VOL. PG. GREGORY H. DOW. TRUSTEE (INST. NO. 02111]4200 CONNIE L. HETMR AND _ KENN G. HETZLEft v CONTGPIF �G6 MUIT LLCR AND REPLACE 3 ® DOW ART PARKING RENSION /12 202fi DMAC ON ME BRIX, WC (INST. NO. 020730 GOD) STA 17+94. 51.6 LT I STA 19+09.06, 46.3• LT (INST. N0. 0216250296) EX^JTINCi. 16' 160E ORI1 0111 � STA 19+93.01, 53.1' LT- — — I r STA 19+60.71, 45A' LT ® ..,- iP NbE 6R11EWAY I 24' M1DE ORIIEWAY V t + pDp�(INST. N0. D221290T13)R IN THIS AREA NEEDI FRANCE. PREFERENCE AS DEMO P N5 FOR SIZE OF TREE 4 22• wIce I9n1,:wAY 7 p I� �} --- EXiSPNG WELLS. CONTRALTO SIDEWALK ADDITIONAL C 05T5 TO COORDINATE ANY ONGES AT NO 1 11 2c 46 w xaWZOxTAL SLUE d+ tEfT o e A` 8. 'Y (fig} 7"T-165' ` ~O T-406' x-90°50'53• - W 007..1 C;_ < R 400 R-3.00' F L 826' L-627 ( ,.. E 57 5 R' -0'2526 T 400 T-3.61' '� REMOVE AND F ' LACE _ Wf INFNITY' / rd -160°00 00' ^` Es^. icmlc 00 pert N _1 69w562F 100°36'5• _' - - -FXISTI Nr SYiRUb _ . 0000 -__- N ' °�• DEPT ST;wmARB •... ...' H 00 . .-- o. .-.. 0000 - 19+0 'i _ -'�/ --- -- -- - -- -- .. 00 ... , CAMP BOWIE ¢ +.. ., .. - I - _ - 2 N /E '�':'� -_-_ I I...I W - - WATER 50 - qn R w� FWE nYOjnV 0__0,00,. .o,w : - pE . . W f,1�A1p BOWIE BO D ,a - 2•) T 3266 -_ 005,0. Pte' - �n1459'01 �_�` _ - - _ J / — - e, •N+9Wx NWw9E �:• .. _u - EWNAKID - _ 1 L EXISTINGrSIOEWALK ,SM[uM \1 LOT 1 E%I TO REMAIN / .j {x�w "N¢T ... THE KIMBELL THE ® / _Z R000.0 winpr� aUfti xr> 1 ` (INST. NO, 0210262133) CITY OF FORT WORM (INST. No. 0200026685) — \ REFERENCE GRADING SHEETS FOR DETAILED _ SIDEWALK AND RAMP — / ON MOD 00030 EAw6w'r9 wAc,mE ucT. D L>e� 2A�A �� 9pF. n[rsk 1 '\\ ELEVATIONS / e, pew xA, Q "mar • A / -°s REV1fWg'0 RE CE [ANMLAPE TOW ler,uawveaw�xn PA ENI I'VE AND PSAGO CAMP BOWIE 580 580 PST TI� S. Fsn .4Nrr,NA re w'.—, FI SHED BRA DR CONSTRUCTION NOTES- 0C0001010010500000500.055000000500000016EEs, aT+cxs. xErAvuxc w0is A,m N 0000090510 000CC 001.000500000000000000000000 5000000050000000000 5015 e 0 ATE 501x0.500 BE IESMWREB 00 caw WAOm BEPMTMEN5 Des sON 0003510:Au EoxrOcr ORE E5uoWxo AT 0001sT 00 x0000 NAN ro ExcAVAnxc w * 1000) ei,-e,m nraus (enl �t-etoe Fxt7Nv(e,�) So,, 'S 575 - 575 \ E STING GR. O _ _ 0189 NC G ADO - _ 0 L ROW s,o-.uee Ic (m71 E,s-en4 \ ` HORIZONTAL & VERTICAL CONTROL .570 WSTI G GR RT R w STIN GRA _ - 570 'AR c9 euI ge But Ts ry «`E [x`uETo� EWTA'" 4 T ,gie{i 00 ox,e" - V W Bui 9s c gut 20cuT.:o`�°xEu 4't�4I"' 5w`" SS I!ET Ee 11111111111 11111111111 11111NSn O R TC - _ - - - - PROJECT CITY IP8C24- 11 105654 XAPSC0 570 15/14-0-0119 MAP 540 N0. 720 39 Flo J0114 -02004J331 -105654-E0]665 TAD MAP NO. 2036-392 565 565 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS �s� �� s� L.+..+20 g S " ; PAVING PLAN & PROFILE STA 18+00 TO STA 22+00 j j j m j - J j j DESIGNED:CiL/MKB DRAWN: CSC/060 PK JOB N0. 5085-22.692 DATE: JUNE 2026 SHEET 28 Oi 92 560 17+80 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TC ELEV 1 PC 4+19.75 7.0 RI 633.18 1A TP 3+70.44 61.7' LT 634.01 18 TP 3+48.11 38.8' LT 633.85 IC TP 3+48.17 35.5' LT 633.85 10 TP 4+31.56 61.5' LT 633.41 1E TP 4+36.87 48.5' LT 63216 1F TP 4+36.55 34.4' LT 631.98 1G TP 4+38.01 47.1' LT 632.04 2 PC 4+19.75 5.5' RI 833.11 2A TP 4+16.87 43.0' RI 831.81 28 iP 4+14.70 13.6' RT 632.48 2C 10 4+12.93 0.8' LT 632.49 2D TP 4+11.84 50.4' RT 631.79 2E TC 4+13.58 51.2' RT 631.97 2F TC 4+30.93 40.7' RT 631.39 3 PT 4+24.25 0.5' RI 632.71 3A TP 4+29.23 380' RI 631.47 3B 17 4+32.05 13.5' RI 631.92 3C TP 4+33.77 1.5' LT 631.87 30 17 4+38.90 46.1' LT 631.98 4 PT 4+24,24 11.5' RI 632.70 4A 17 4+39.30 38.0' RI 631.15 48 iP 4+42.11 13.5' RI 631.57 4C 17 4+43.84 1.5' LT 63154 40 TP 4+44.28 40.2' LT 631.17 4E TP 4+98.73 38.2' RI 629.18 41 17 4+36.99 40.6' RT 631.28 4G TC 4+42.12 40.6' RI 631.85 40 1P 4+40.30 38.0' RT 631,11 5 TC ® 4+35.05 G5' RI 632.28 5A TP 4+98.75 38.8' LT 629.30 58 1P 4+46.66 12.0' LT 631.34 5C 17 4+58.86 11.9' LT 630.95 SD 17 4+78.85 11.9' LT 630.30 5E TP 4+88.85 11.9' LT 629.98 SF TP 5+12.86 11.8' LT 629.20 5G TP 4+58.80 1.8' LT 631.15 5H TC 4+78.86 0:5' RI 631.00 51 TC 4+88,.79 0.5' RI 630.78 6 TC ® 4+33.79 11.5' RI 632.37 BA TP 5+12.73 38.2' ST MG 68 17 5+12.75 38.8' LT 628.80 7 TC 4+42.10 0.5' RI 632.08 7A TP 9+67.48 13.8' LT 610.12 78 1P 9+67.48 38.4' LT 609.75 8 TC 4+48.80 41.5' LT 631.44 8A TP 9+67.48 38.5' RI 609.51 88 TP 9+67.48 14.0' RI 609.89 9 TC 4+40.83 11.5' RI 632.16 9A TP 9+78.46 385' RT 608.88 98 17 9+78.48 38.5' LT 609.35 10 P 6+06.34 407' LT 626.02 10A 17 9+88.48 38.5' RT 608.70 106 iP 9+88.48 38.5' LT 609.17 11 P 6+20.20 40.8' LT 625.50 11A TP 10+00.37 40.5' LT 608.75 i1B TP 10+12.65 57.8' LT 60839 t1C TP 10+15.63 64.2' LT 60806 IC TP 10+49.42 58.1' LT 606.14 11E 1P 10+58 40.5' LT 605.50 PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TC ELEV 11F TP 10+51.60 64.5' LT 606.40 12 PC 6+69.03 0.5' RT 624.08 12A TP 10+33.89 40.7' RI 606.66 128 TP 10+67.62. 522' RI 605.75 12C 17 10+.75.21 40.5' RT 604.74 120 TP 10+68.01 38.0' LT 605.08 12E TP 10+35 52.4' RT 607.10 13 PC 6+69.04 1.5, 51 624.09 13A TP 10+79.18 40:4' RI 604.53 138 17 10+78.80 38.1' LT 604.51 14 PRC 7+46.26 5.5' LT 620.83 144 TP 10+89.20 385' RI 603.93 148 17 10+88.80 38.1' LT 804,04 14C iP 10+89.19 36.3' RT 803.99 140 TP 10+88.93 13.9' LT 604.69 14E TP 10+89.16 29.3' RI 604.18 141 TP 10+89.07 14.0' RI 604.61 15 PRC 7+46.27 5,5' RI 620.87 15A 1P 10+50.20 49.2' LT MG 16 PT 8+23,49 11.5' LT 616.99 16A TP 10+50.63 48.2' LT MG 168 TP 10+07.69 48.1' LT 608.61 17 PT 8+23.50 0.5' LT 617.57 17A TP 16+06.80 39.4' RT 562.62 178 TP 16+06.65 37.6' RI 582.67 17C TP 16+06.71 29.4' RI 582,84 170 17 16+06.83 13.5' RI 583.17 170 10 16+07.03 138' LT 583.15 17F TP 16+07.21 37.9' LT 582.80 18 TC A 9+77.98 11.5' LT 610.27 184 TP 16+17.99 39.5' RI 582.31 189 TP 16+18.07 38.5' LT 582.42 19 TP A 9+7848 13.9' LT 609.74 19A TP 16+31.23 40.5' LT 582.14 198 TP 16+85.52 40.5' LT 580.62 20 TP A 9478.48 1.5' RI 609.53 20A TP 16+93.44 40.2' RI MG 208 TP 16+9288 385' LT 580.12 21 TC A 9+77.98 05' LT 610.06 21A TP 18+97.44 40.2' RI MG 218 TP 16+93.52 38.5' LT 580.04 22 TC A 9+88.98 11.5' LT 810.09 224 TP 18+93.47 13.5' RI 580.43 228 TP 16+9349 13.5' LT 580.33 23 PCC 9+90.37 11.5' LT 810.08 234 TP 16+97.47 13.5' RI 580.31 238 1P 16+97.49 13,5' LT 560.22 24 PT 9+95.37 6.5' LT 610.00 24A 10 21+87.97 40.8' RI 567.36 248 1P 22+32,68 38.4' LT MG 25 TC A 9+88.98 0,5' LT 609.89 25A TP 21+95.77 47.4' RI MG 259 TP 22+44.22 38.5' LT MG 26 PCC 9+90.37 0.5' LT 609.90 26A TP 21+99.28 54.5' RI 567.38 268 TP 21+99.72 64.7' RI 567.37 26C TP 22+38.66 72.5' RI 566.34 26D 17 22+44.07 63.4' RI 566.11 27 PT 9+95.37 5.5' LT 609.99 274 TP 22+65.60 52.7' LT MG (� PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TC ELEV 278 TP 22+71.62 63.6' LT MG 27C TP 22+98.46 63.2' LT MG 270 TP 22+99.96 52.2' LT MG 28 TC 9+48.46 40.5' LT 610.74 284 TP 22+67.88 43,6' RI 566.00 288 TP 23+07.79 42,4' LT MG 29A TP 22+83.23 39.0' RI 565.68 298 TP 23+19.21 38,5' LT 564.86 33 PC 9+92.37 40.5' LT 809.55 35 PCC 10+00.71 43.0' LT 609.13 38 PT 10+0572 48.7' LT 609.00 37 TP 10+07.86 52.9' LT 808,81 38 TP 10+10.13 57.3' LT 608.52 40 IC 10+13.77 64.4' LT 60869 41 TC 9+26.60 53.1' RT 611,97 42 PC 9+52.78 53.0' RI 611.05 43 PT 9+58.30 51.3' RI 610.70 44 PC 9+71.78 42.2' RI 609.74 45 PT 9+77.38 40.5' RI 609.19 46 TO 9+80.77 40.5' RI 608.85 47 TP 9+85.77 40,5' RI 608,76 48 TC 9+91.77 40.5' RI 609.03 49 PC 10+28.37 40.5' RI 607.16 50 PT 10+34.32 45.7' RI 607.02 51 TP 10+34.35 46.0' RI 607.01 52 TP 10+76.15 45.3' RI 605.42 53 PC 10+76.42 45.0' RI 605.41 54 PT 10+88.74 40.5' RI 604.74 55 TC 11+07.40 40.4' RI 603.72 56 PC 10+90.11 1.5' LT 605.86 57 PT 11+0011 11.5' LT 604.62 58 PC 10+90.11 1.5' RI 605.85 59 PT 11+00.11 11.5' RT 604.60 60 IG A 14+00.53 11.5' RI 590.75 61 TC 14+1290 11.5' RT 590,19 63 TC 14+18,61 11.5' LT 589.70 64 PT 14+23.97 11.5' LT 589.53 65 PC 14+23.97 11.5' RI 589.71 86 PT 14+33.97 1.5' RI 589.83 67 PC A 14+33.97 1.5' LT 589.62 674 TP 16+21.99 39.6' RI 582.21 678 IF 14+11.84 13.7' RI 590.28 67C TC 14+0620 40.4' LT 590.07 670 TC ® 14+06.25 11.5' LT 590.24 87E PC 14+15.62 40.4' LT 589.83 871 PT 14+24,61 40.4' LT 589.69 67G IC 14+55.42 40.5' LT 588.34 68 PC 14+98.15 1,5' LT 587.46 69 PT 15+08.15 11.5' LT 587.10 70 PC 14+98.15 1.5' RI 587.50 71 PC 15+08.15 11.5' RT 587.19 72 PC 15+94.61 11.5' LT 584.04 73 PT 16+04.61 1.5' LT 584.00 74 PC 15+94,61 11.5' RT 584.02 75 PT 16+04.61 1.5' RT 583.99 76 TC 15+76.88 40.6' LT 584.28 77 PC 16+2237 40.7' LT 582.75 16+25.55 40,9' LT 582.77 a 16+30.94 42.6' LT 582.75 16+35.78 45.9' LT 582.27 PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TO ELEV 81 TP 16+40.23 51.7' LT 58224 82 PT 16+4291 57.1' LT 582.80 63 PC 16+7828 56.5' LT 581.66 84 TC 16+78.51 52.0' LT 581.24 85 TC 16+83.11 44.411 581.09 86 PT 16+9270 40.5' LT 58051 87 TC 16+93.71 40.5' LT 580.51 88 P 16+95.71 40.5' LT 580.55 89 1 17+06.84 40,6' LT 580.22 90 TP A 16+97.52 38.5' LT 579.92 91 PC 16+82.83 1.5' LT 561.21 92 PT 18+92.83 11.5' LT 580.86 93 PC 16+82.83 1.5' RI 581.22 94 PT 16+92.83 11.5' RT 580.97 95 PC 17+78.10 40.5' LT 578.10 96 PT 17+82.10 44.6' LT 578.13 97 TP 17+82.08 45.5' LT 578.13 98 TP 18+08.41 45.5' LT 577.31 99 PC 18+0840 44.6' LT 577.24 100 PT 18+12.40 40.5' LT 577.03 101 TP ® 10+08.20 49,1' LT 608.59 102 TC 17+62.94 11.5' LT 578.88 103 PC 18+96.97 40.5' LT 574.27 10+ PT 19+00.97 44.5' LT 574.33 105 TP 19+00.97 45.5' LT 574.34 106 TP 19+17.15 45.5' LT 574.00 107 PC 19+17.15 44.5' LT 573.98 106 PT 19+21.15 40.5' LT 573.85 109 PC 19+39.61 40.5' LT 573.46 110 PT 19+43.61 44,5' LT 573.39 111 1P 10+43.61 45.5' LT 573.38 112 TP 19+57.81 45.5' LT 573.09 113 PC 19+57.81 43.7' LT 573.06 114 PT 19+61.37 40.7' LT 572.97 115 TC 19+69.56 43.8' LT 572.70 116 TP 19+71.95 45,511 572.66 117 TC ® 18+94.37 10.5' LT 575.34 116 TC 18+98.07 155' LT 575.22 119 PC 19+01,09 11.5' RI 575.02 120 PRC 19+65.73 3.0' RI 573.41 121 PT 20+30.37 5.5' LT 571.99 122 TI 21+62.07 40.541 MC 123 TI 21+77.07 406' RT MC 124 PC 22+00.19 105' LT 568,16 125 PT 22+00.19 5.5' CO 568.39 126 PC 23+09.41 5.5' ST 56595 127 PT 23+09.41 11.5' RI 565.92 129 TP ® 22+69.28 42.9' RT 565.96 130 TP 22+82.02 39.2' RI 565.69 131 TP 23+18.14 38.6' LT 564,89 132 TP 23+08.63 41,9' LT 56509 134 PC 24+58.18 5.5' RI 563.46 135 PC 24+61.41 11.5' RI 562.90 136 PRC 25+2301 3.0' LT 562.07 137 PRC 25+38,64 5.5' RT 561.54 138 PT 25+87.58 11.5' LT 560.57 1384 R 25+85.08 38.5' LT 559.66 1389 TP 25+91.96 52.1' LT MG 139 PT 26+15.87 0.5' LT 559.93 140 PC 27+01,36 11.5' LT 558.14 PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TC ELEV 141 PT 27+06.36 6.5' LT 558.25 142 PC 27+01.36 0.5' LT 558.17 143 PT 27+06.36 5.5' LT 555.25 144 PC 27+66.92 6.3' LT 557.01 145 PT 27+70.73 11.5' LT 556.91 146 PC A 28+10.65 11.0' RI 556.21 147 PT 28+37.03 8.7'' RI 555.49 148 PC 28+64.98 11.5' LT 554.87 149 PC 28+87.91 2.751 554.41 150 PCC 29+83.99 3.5' LT 552.37 151 TP 28+0884 52.0' LT 559.71 152 PT A 26+0890 44.5' LT 559.99 153 TP 26+06,45 38.5' LT 559.37 154 PC 26+1059 41.2' LT 559.87 155 PT 26+14.92 42.2' LT 559.80 156 1C 25+18.36 48.5' LT 559.94 157 TC 27+07.07 48.5' LT 558.09 158 PC 27+13.30 42.3' LT 557.78 159 PT 27+17.83 40.9' LT 557.48 160 PC 27+27.08 45.5' LT 557.51 161 TP 27+32.87 51.5' LT 557.34 162 PC A 27+58.70k40.5' T 556,34 163 PT 27+66.14T 555.79 164 PC 28+03.50 555.56 165 PT A 27+74.85T 556.15 166 TP 28+05.35T 555.38 167 PT 28+14 T 554.81 166 TC A 28+45.81T 553.88 169 TP A 22+71.10T MG 170 TP 22+98.38 62.2' LT 564.91 171 TP 22+65.13 51.7' LT MG 172 TP 23+00.40 51.2' LT MG 173 TP 22+44.61 62.5' RT MG 174 TP 22+38.19 73.5' RT 566.36 175 TP 21+99.51 65.7' RT 567.38 176 TP 21+98.94 53.4' RI 567.36 177 TP 21+96.41 48.3' ST 567.32 178 TP 21+86.82 40.3' RI 567.36 179 TP 22+31,53 38.4' LT 568.32 160 TP 22+45.37 38.5' LT 588.16 181 TP 27+78.50 51.5' LT 0.00 162 TP 27+58.16 51.5' LT 558.70 183 PT 27+58.17 45.5' LT 556.34 184 TP 27+78.44 38.5' LT 555.49 185 TP 28+03.49 38.5' LT 554.93 188 PC ® 27+75.43 45.5' LT 556.14 193 PLC 31+02.93 11.5' LT 550.37 194 PCC 31+03.01 3.5' LT 549.87 195 PT 31+21.76 12.0' LT 549.52 196 PT 31+29.02 12.3' LT 549.32 197 PC 31+34.13 12.5' LT 549.18 198 TC A 31+41.57 12.5' LT 548.98 200 PC 31+18.15 3.4' LT 549.37 201 PT 31+27.29 3.2' LT 549.06 202 PC 31+35.38 3.1' LT 548.88 203 TC 31+41.34 3.1' LT 548.60 204 TP 30+74.84 73.7' RI 549.64 205 TP 30+90.34 61.8' RI 549.17 206 TP 31+17.32 36.8' LT MG 207 TP }t+20.99 37.0' LT MG PAVING DESIGN POINTS PT. DESCR. STATION OFFSET TC ELEV 208 TP 31+13.05 13.7' LT 549.66 209 1P 31+16.53 13.7' LT 549.59 210 10 31+13.08 1.5' LT 549.09 211 TP 31+16.59 1.5' LT 549.01 212 17 31+25.30 36.4' RI MG 13 TP 31+29.23 38.2' RT MG 214 PC 18+18.94 40.5' LT MC 215 PT 18+22.11 41.8' LT MG 216 iP 18+28.64 48.3' LT MC 217 TP 18+68.08 48.3' LT MG 218 PC 18+72.30 41.817 MG 219 PT 18+75.68 40.5' LT MG NOW. I. All POIN15 ARE TOP OF CURB ELEVATd1S UNLESS NOTED ELSEWHERE 2 17 DENOTES A TOP CF PADEAIENT 61004606. 3. T DENOTES A TOP OF INLET 040046814. I REV1fWlE'0 lerA.a.. ssw�Y Westwood atFrY� r8a mutlwn IAod stuff ff I8 _ ui avr[wev aN 9•u� e[e a V u A am[aws[ 08 -twu o28aRnrx6 1871 882-9 Cltt PROJECT N0. 105654 x-28250 IPRC 04024-2114944P000 Na TAR -0764 +70 30114-0200471331-105fi54-E07885 TAD MAP ND 2036-392 CITY OF FORT WORTH, TEXAS CAMP BOWIE BOULEVARD ROADWAY IMPROVEMENTS I PAVING DESIGN POINTS I DESIGNED:C*L/MKB PK JOB 60. DATE: SNEET DRAWN: CSC/MKS 5085-22,692 22440 2026 32 OF 92 9 1 REVISIONS No. Q oesa+I6 oAn: LOT 16 1 n h LOT 15 s m„,, I OT I R - ,ic CONTRACTOR TO RE°AIR AND E `i & VAN ZANDYS DVI IILI�II.:NTLR N TI ARP,. AS 1SON + ® DOWnRT PARK rvG REV SIGN AEPF. GREGO Y H. DOW, TRUSTEE KENN G. 266250R �i BARE NOORE (INST. 10. 0266250206) R ( DISCERN TROT CO. INST. D 129E621 D FOR FULL APPEARANCE. T. No. 02nnaz0 Q o 2 -INCH OR LARGER. THO GPIF CD MU LLC REFERENCE DEMO P` ROOTS WILL BE REQUIRED 5 6 6 .-519 (INST. NO. 02 290]]3) INELL5. CQNTRACIQ TO BE INSPECTED BY THE FXISTIN6-UR.,AINACi€/� cm FDREsiRY T ADDI ZONAL COSTS.1 TO INSPECT THE 1 - E 2-E C PAC LDAR OO ROOD TH M ACTS ft T A A - - ~'— _ 'MLL NEED i0 6E CLEARED. 0 2a a 1GRAPHIC N) - E e c,� wJ — EXCAVAIEO AND READY 1 - •-' .,: r r Jz -:.' :tt — SDJ — _.. - , FOR IN6PECTON ;- F 5 T _ fA EA �' sG,32z SCALE IN FEET W RA M st - - o W 1 C s - COORDINATE WITH E � DURING `` CTON FOR - - - EXISTING St+RU�5,A.0 SHAM IX2 5TROIRECITED BY -.. L O N R0.LAR0 RE Ox£>nlcA0 unLtt uxE tWe Met[ W _ FOR o W •... SMALIEft R OTS, --- - -- — -- '— _ It st..m,wo E"smrc sT«w t,.,c wArea MEt au+om�a°ONVN+o F`m"ex`uexc m - ■ LE55 THAN 2 INCHES, ',-Gr- S:c 1 THOSE CAN BE CUT WHILE •gypIX aauT w w s[vm - _ EXCAVAFINC 'WITHOUT - - HANNG TO HAVExy,E '� _ - - • APPROVAL FROM AN J1 - - CAI BOPIE•BOLLEVARD - _ ARBORIooRDINATE g0x FLoop c n is �* �6a�F0o� i�t nAna�i �°"' �" Pxarosm snoT E�vnim+ vnTH --- uxc �w ean5� rxso µ nnwnnw -- _ = P UNIN0R PERMITFFOR NOR L s -r UNDER THE TREE. A.Ls�J onsmDttwxmux eL e' er 000s000 s FI 10 500 J L _Px❑vo9mmmrtawUNu 1 µ w' - — W Fiu.5 . oERA{ut` SO RMWAIN - yes +�4 i) FRNC THE KD21026 • 021026 (INST. NO. 2133 e0 100 L'vf wAs 1 1 I CITY OF FORT WORTH - (INST. NO. 0200026685) c 1 o yArywY sq a. Fpteicw,Np ry nrz gyyga;[ 1 ` . , 08080008666060540800866 n2 1£069 FAM"+TY ACT. mnrwrww•.,+ IeRm+Mm ww LIVE OAKS IN GOOD CONDITION TO REMAIN. 1 1 � I �L�NG ILLSIDE ADDITION se, (VOL. 204, PG. 4) 1 �VAN ZAND H //�� $yy GPIF CD 'MII�/A'-LTI LLC V ! u> ® O (INST. N0. Dp21290TT3) 1 _ I ,/�Y■ r.AwF. if�VV�TW tk is,00+na, CONSTRUCTION NOTES I,` - Uh ' f'.- O ❑ ❑ ❑ - _______ �_ z Ne T RAoe sMu ff �s Avo Au owrexAv aN..n�u eexswuNCss ameaws - x F 1` ,IJ re_ -1 � E»sm o was n xoao TO a re 6 re° n R A,E xAEWs Mun eE �rRNxm 6ER ccsw wA,ER rcnARtrcnr oEs -.- _� ' W 1ss - _ - - _ _ _ _ _ _ _ _ _ _ , — — - " ol," I,.c`�'1 (O y l I I I 1 1 1 1 1 1 . .. . Sid � 7 `� s ss � F _ zl NII IIIII- :. IW . F __ c AF u:ASF u xows ..Ire To vc.v.nNc eoo-ne-a,I� cw+.cr TMC Fcuow woRm w tc¢ (en) ei�e+m Araais (en) mz-erne tM 51h 1a1Sm) 2"I'"B m�mse. j sxs CA au'rm • -1! I •..., � -- - � i � ew ssa`�x`E°t"x�"�ZOe«��&TVE owivx�K I! I -f I! I h I ....... .. ........ .... ............. .�: -_ ,-- —�-� H z� - �! 140?J_- ..___.--.---- -- chOc�€"s Simi �3isii °s9 -'--_- _.. --•° -----,- -: 1- _ J x J W 1 LAMP BawiE 60E0*AR0 z - � I"" '4� FMS WWr a BNi 9 aT v'rnLTE BMe 2>cuT nw w w R ""`�'" � F�Ew°J -. __. _=_____ CI CT 0. 105654 X— 50 01142020043331 I •.. __> il - — - C ss 1 sue. a 0114 A MA RD 105654 EO]68 TAD 5C P Na 2036-392 CITY OF FORT WORTH, TEXAS >see __--' CAMP BOWIE BOULEVARD ° ° t -T �L0O 1 1 �� //�, s �1, � 069 1 M.M.A. A001TI0N R o �' � cEf _ (CAB. A. 95i55 55) � I ROADWAY IMPROVEMENTS GRADING PLAN ///�` 1 NA ° %' •.. H' m z5 660600 MPA ' nMensEMExi) (VOL 12440, PG. 10]2) � OESIGNED:C MKB PK JOB NO. DOSE: SHEET DRAWN: CSC/MKB 5065-22.692 JUNE 2026 35 Oi 92 NO LOT 14 ® dm LOT 1R _ PARKING I GREGORv N. DOW, TRUS/EE LOT 15 LOT i6. o m BLOCK 5 Ii wAiEG — (INST. NO. 02111]4200) n m o ■ �- VAN ZANDiS HILLSIDE ADDITION • �� I CONNIE L. HERLER 4240�a HElR7-6 G. 2LER (INST. NO. 0221271821) (INST. NO. 02/8016250296) SPIT CD MULTI LLC 1 I NSTALL NO PARKING - ZONE SIGN LOADING �H _ w z EX ROW (INST. NO. 0221290]73) - LJ �^ LJ -��n� LJ - 1 THERMITC OPLASTC - - - l o ol STRIPING 6DASH WHITE (TYP) TYPE II CR a" RPMS (TYP) e4 G 1 I LJ CAMP BIeOYVIE BOULEVARD V1 6- DASH WHITE (TYP) ... a 6 = F I �_,® - ONLY INSTALL LEFT TURN - I F a TYPE II CR 4" RPMS (TIP) _ ONLY SIGN R3 -5L -- - 1 1 . , i 1 EX ROW ' INSTALL 50 LF OF 8" LOT 1 THE KIMBELL SOLID WHITE PVMT MARKING (INST. NO. D210262133) REPLACE SALVAGED NO PARKING SON 1 CITY OF FORT WORTH EE (INST. N0. 0200026685) ACCESSIBLE R NNlMI MAaM6 IANM rnF MnarKKp M5nMAI DIMNnn 1 IOYDO106lWAUfNMIM1 went1aa0 sr 5n NNNMOVMSNr NMI MAW N4 W9 I-1 4 ntLY'NMMW[IN6 111IFR PAM! MMWNGIW5195+.51 aFAd S 9iTMINANI101Y VYMIMWIN5 S55NR Mk10W®TMRNOTAST< NMfIMIRNO111MI11ame1 4MfX .V`ptNIIND 4 npMNPYMNMNONB M'w911 IMMOVUSSTK VVMI MNWNOHHMII>sM 1 IM9 NMI MNaIN6:lp IMF/K r.rin NNWMpPMSN(IVNR M1eNINO MII rLO BEMIN ONAC0OW >r WMn 11MSI M09 IO.nwesrt'NMIWMIMNG rt1A91 »Nm i1GMOVM5TCNIANMMIN6 1519 • MnITNNN.arow IMMM 6'Nent°mn IaASI rrlF euwMr wR.ER sM of jl!IWVUNENMI rwuow PWNNGNRSUKPVMTMAP MILD 13 NIls MITN WFaMNMI NIAF[[R CMINED f MWM IHAsI RIO II AA VVMI a MMGI M SOMNMIMSaING rWM11 eunl „W aMVVINO a$, f + 0 10 b MMJall�a zNt N �9 ` SA w1111 ,,ryne� 94. •`;ti�vw+/ x . WT»D/T�rMVFTrM M�1W[��Fe o��oE I4oaw'¢rT EAR UImER. MTK lEr18E [N OWltlMO F>•Av"IGICE IGT. 'REVIEWED ey M61V W Gawm14, O'aPe5-UMl DC MOOR DOUBLE 50 F OF 6" // LOT B OT 7 LOT 6 / LOT 4 ! DWBLE YELLOW F 6' �/ MARKING i GPIF CD MULTI LLC"'m / / GPIF C0 MU PCJ/ LLC 1 VVestviod M sOn. m ttrn EX ACCESSIBLE / ® / V / BLOCK 5 / LOT 5 (INST. ND. 0231290773) Qrsvt ,00+a,a, 1 RAMPS VAN ZANDT HILLSIDE ADDITION / 'I CONSTRUCTION NOTES. O (VOL. 204, PG. 4) I Moe srlu eE Is N u ow xav aNn�� eeas�M s ameaws //� _ _ RAMPS _ X ROW �[J- _ E [aB fd¢s Is xm[o To axc rt[i of aearoNn el 1RI 0 e ATE � EB Nn ,e �,NNMD RER rte„ MM �PaRIM,IT o N INSTALL 50 LF OF S" - I slaE [Quilt* inE sauoawc a* tE.Ss* u xouvs rmre io Excavanxc 1 d SW0 WHI E P MT ` C w m'a FlpD o xn + 1 V 1 s INSTALL LETT TURN ONLY 04 Fx (el>m) fi7swwem� s (enJ »f -erne ONLY SICK 1y ss E R. JY M `1P zJ+ s N a za+DD a z5+DG zeI VJ m R r-eoQ_aQ_1Esz a —-r �- - + 4 _ W Q HORIZONTAL & VERTICAL CONTROL CAMP BOWIE BOULEVARD — ` I I �. NM vim» I a P� e.I.w A`xn at YA7 A"� yI,�,4p to e I R3-51 IXJLY SIGN _ _ - 1c CITY ss>.Ta iEw i° [28 o - - - - i Cltt PROJECT N0. 105654 X-28250 UPRC 11W24-0119 MAPSCO N0. TAR -07M aI ROD JOT16-020063331-105656-EO]6&5 TAD MAP NO. 2036-392 1 LOT 1. BLOCK 1 CITY OF FORT WORTH, TEXAS ❑ M.M.A. ADDITION EX ACCESSIBLE (CAB. A, SLIDE 5215) 1 �6 O / RAMP MPA FOUNDATION CAMP BOWIE BOULEVARD 1 ® (VOL 12440, PG. 1072) 1 ROADWAY IMPROVEMENTS ' SIGNAGE AND STRIPING PLAN / STA 18+00 TO STA 26+00 DESIGNED:CTL/MKB PK JOB NO. DATE: SHEET ' DRAWN: CSC/MKB 5085-22.692 JUNE 2026 38 Di 92 FORT WORTH, City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Crescent Real Estate LLC Subject of the Agreement: _ Change Order 12 covers PCCO 35-41 and includes signage modifications, lighting, additional RRFBs, and additional on -street Parking. M&C Approved by the Council? * Yes ❑ No ■ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes 0 No ❑ If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 No 0 If unsure, see backpage for permanent contract listing. 62766, 62766 -A1,62766 -A2 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: Expiration Date: 7/25/2027 If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No ■ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 104639 *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.