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Home My WebLink AboutContract 57192-FP1FORT WORTH, TRANSPORTATION AND PUBLIC WORKS NOTICE OF PROJECT COMPLETION -FP1 City Secretary No. 57192 Date Received:3/8/2024 City Project N!?: 101583 Regarding contract 57192 Long Ave & Angle Ave Intersection Improvements for as required by the TRANSPORTATION AND PUBLIC WORKS DEPARTMENT as approved by City Council on 12/14/2021 through M&C 21-0979 the director of the TRANSPORTATION AND PUBLIC WORKS DEPARTMENT upon the recommendation of the Assistant Director of the Transportation & Public Works Department has accepted the project as complete. Original Contract Amount: Amount of Approved Change Orders: Revised Contract Amount: Total Cost Work Completed: Less Deductions: Liquidated Damages: Pavement Deficiencies: Total Deduction Amount: Total Cost Work Completed: Less Previous Payments: $1,725,619.00 Days 310 $ 374,427.38 Ns Days Added by CO 180 $ 2,100,046.38 Total Days 490 $ 1,996,641.32 Days Charged 489 Days @ $ $ 1,996,641.32 $ 1,896,809.24 Final Payment Due $ 99,832.07 TatYicia L. ww(rack Mar 7, 2024 Patricia L. Wadsack (Mar 7, 202415:46 CST) Recommended for Acceptance Date Asst. Director, TPW - Capital Delivery A. Lauren Prieur (Mar 7, 202415:59 CST) Mar 7, 2024 Accepted Date Director, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT Mar 8, 2024 Asst. City Manager Date / Day OFFICIAL RECORD Comments: CITY SECRETARY FT. WORTH, TX C-620 Signature Page Contractor's Application for Payment Invoice No. 20 To (Owner) City of Fort Worth Invoicing Period (From - To): Invoice Date: 12/1/23 - 12/31/23 1/2/2024 P. O. FW020-007473 From (Contractor): Remit to ( IfNot Automatic Deposit): Number: Reyes Group LTD Project: 101583 Contractor's CFW Vendor No.: 0000034667 City secretary contract 57192 Contract W. Long Avenue & Angle Avenue Intersection Improvements Number: Nam: Application For Payment Change Order Summary IApproved Change Orders I1.ORIGINAL CONTRACT PRICE.......................................................... $ $1,725,619.00 Number Additions Deletions 12. Net change by Change Orders................................................................. $ $374,427.38 1 $2,048,744.00 $1,725,619.00 13. Current Contract Price (Line 1 + 2)........................................................ $ $2,100,046.38 2 $62,635.43 $10,986.00 14. TOTAL COMPLETED AND STORED TO DATE 3 $20,642.95 $20,990.00 I (Progress Estimate, Construction Allowance and Change Orders)....... $ $1,996,641.32 4 15. RETAINAGE: 5 I a. 5.0% X Work Completed.......... $ 6 I b. X Not Used $ 7 I c. Total Retainage (Line 5a + Line 5b) ............................... $ I8 16. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c)............................. $ $1,996,641.32 TOTALS $2,132,022.38 $1,757,595.00 17. LESS PREVIOUS PAYMENTS (Line 6 from prior Application)........ $ $1,896,809.24 NET CHANGE BY $374,427.38 8. AMOUNT DUE THIS APPLICATION ................................................. �9. $ $99,832.07 CHANGE ORDERS BALANCE TO FINISH, PLUS RETAINAGE (Column G on Progress Estimate+ CA + Cos + Line 5 above) .............. $ $103,405.07 Contractor's Certification 10. CONTRACT TIME: The Contractor certifies with the submittal of this document and associated Payment Request Submittal a. Days Awarded 310 on the City of Fort Worth Buzzsaw system that to the best of their knowledge: (1) all previous progress b, Days Added by CO 180 payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by C. Total Days 490 prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment d. Days Charged 489 free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); e, Days Remaining 1 and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Liquidated Damages $1,250.00 x day MaKOS G Petlet Marcos G Reyes (Feb 28, 202Y09:38 CST) M-= Consent of Surety %Z0 Affidavit of Bills Paid This document has been modified from its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. Progress Estimate Fir (eOnhaC1) W Long Avenue & Angle Avenue Intersection Improvements Appliesti-Period 12/1/23 - 12/31/23 City swretary 57192 Contract Num: C-620 Unit Price Progress Estimate Contractor's Application Appl-ov Number Appliwdon Date 1/2/2024 Bid Item No A hem Descnptmn Unit I - Paving and Drainage Improvements Specrfica[iov Section No. Um[ of Measure Bid Quantity Unit Price H Hid Value C D E Estanated Quantity Materials Presently Value Previously GvnaBed Value Value Thia Period Installed Stored (not to C) F Total Completed and Stored to Date (F) (D I E) B G Balance toFaush (B - F) 1 0241.0100 Remove Sidewalk 024113 SF 2668.000000 $2.75 $7,337.00 $7,337.00 2 0241.0401 Remove Concrete Drive 0241 13 SF 1211.000000 $5.25 $6,357.75 $6,357.75 3 0241.0402 Remove Asphalt Drive 024113 SF 257.000000 $4.00 $1,028.00 $1,028.00 4 0241.0500 Remove Fence 0241 13 LF 140.000000 $5.00 $700.00 $700.00 5 0241.0800 Remove Rip 024113 SF 1035.000000 $2.00 $2,070.00 $2,070.00 6 0241.1000 Remove Concrete Pavement 024115 BY 1557.000000 $15.00 $23,355.00 $23,355.00 7 0241.1506 2" Surface Milling 0241 15 BY 12059.000000 $3.75 $45,221.25 $45,221.25 8 0241.3014 Remove 21" Storm Line 024114 LF 15.000000 $00.00 $1,200.00 $1,200.00 9 10 11 12 13 0241.4001 Remove 10'Curb Inlet 3110.0102 W-12"Tree Removal 3110.0104 18"-24" Tree Removal 3110.010524"and Larger Tree Removal 3110.0111 Tree Protection 024114 311000 311000 311000 311000 EA EA EA EA EA 1.000000 3.000000 2.000000 1.000000 5.000000 $1,700.00 $400.00 $900.00 $1,200.00 $127.50 $1,700.00 $1,200.00 $1,800.00 $1,200.00 $637.50 $1,700.00 $1,200.00 $1,800.00 $1,200.00 $637.50 14 3441.4108 Remove Sign Panel and Post 34 41 30 EA 2.000000 $103.25 5206.50 $206.50 15 9999.0005 Remove 2'-2" Strip Dram 99 99 00 EA 4.000000 $1,069.50 $4,278.00 $4,278.00 18 0171.0101 Construction Staking 017123 LS 1.000000 $44,163.75 $44,163.75 $44,163.75 17 3123.0101 Unclassified Excavation by Plan 312316 CY 1769.000000 $33.50 $59,261.50 $59,261.50 18 3124.0101 Embankment by Plan 312400 CY 179.000000 $52.00 $9,308.00 $9,308.00 19 3125.0101 SWPPP 21 acre 312500 LS 1.000000 $4,472.50 $4,472.50 $4,472.50 20 3137.0101 4" Concrete Riprap 313700 BY 83.000000 $62.50 $5,187.50 $5,187.50 21 3211.0113 8" Flexible Base, Type A, GR-1 32 11 23 BY 2697.000000 $17.00 $45,849.00 $45,849.00 22 3211.0114 10" Flexible Base, Type A, GR-1 32 11 23 BY 36.000000 $37.75 $1,359.00 $1,359.00 23 3212.0302 2" Asphaft Pavement Type D(pavement me ay) 321216 SY 12613.000000 $13.00 $163,969.00 $163,969.00 24 3213.0102 7" Cone Pvmt 321313 SY 1480.000000 $04.25 $124,690.00 $124,690.00 25 3213.0104 9"Conc Pvmt 321313 SY 524.000000 $103.25 $54,103.00 $54,103.00 28 3213.0202 7" Cone Pvmt HES 321313 SY 304.000000 $90.75 $27,588.00 $27,588.00 27 3213.0204 9"Cone Pvmt HES 321313 SY 95.000000 $128.00 $12,160.00 $12,160.00 28 3213.0301 4" Cone Sidewalk 321320 SF 3860.000000 $6.75 $26,055.00 $26,055.00 29 30 31 32 33 34 35 38 37 38 3213.0311 4" Cone Sidewalk, Adjacent to Curb 3213.0321 Core Sidewalk, Adjacent to Ret Wall 3213.0322 Core Curb at Back of Sidewalk 3213.0401 6" Concrete Driveway 3213.0505 Banner Free Ramp, Type M3 3213.0506 Banner Free Ramp, Type P-1 3213.0509 Banner Free Ramp, Type C-2 3213.0510 Banner Free Ramp, Type C-3 3232.0100 Core Bar Wall Adjacent to Sidewalk 3232.0202 TXDOT Sid Ret Wall -RW 1(L)B 321320 321320 321320 321320 32 13 20 32 13 20 32 13 20 32 13 20 323213 323213 SF SF LF SF FA FA FA FA SF SF 1377.000000 1056.000000 141.000000 1942.000000 3.000000 11.000000 1.000000 1.000000 336.000000 30.000000 $16.00 $14.00 $10.50 $11.00 $2,091.50 $2,928.75 $3,061.25 $3,945.00 $26.00 $163.50 $22,032.00 $14,784.00 $1,480.50 $21,362.00 $0,674.50 $32,216.25 $3,061.25 $3,945.00 $0,736.00 $4,905.00 $22,032.00 $14,784.00 $1,480.50 $21.362.00 $8,674.50 $32.216.25 $3,061.25 $3,945.00 $8.736.00 $4,905.00 39 3291.0100 Topsoil 329119 CY 646.000000 $61.25 $39,567.50 $39,567.50 40 3292.0100 Block Sod Placement 329213 SY 3855.000000 $5.75 $22,166.25 $22,166.25 41 3292.0400 Seeding, Hydromulch 329213 BY 2114.000000 $1.50 $3,171.00 $3,171.00 42 3293.0103 Plant 3"Tree 329343 FA 16.000000 $978.50 $15,656.00 $15,656.00 43 3305.0107 Manhole Adjustment, Minor 33 05 14 FA 8.000000 $355.50 $2,844.00 $2,844.00 44 3305.0111 Valve Box Adjustment 330514 FA 3.000000 $635.25 $1,905.75 $1,905.75 45 3305.0114 Manhole Adjustment, Major w/Cover 330514 FA 1.000000 $3,146.25 $3,146.25 $3,146.25 48 9999.0007 8" Gone Bus Stop Pad 99 99 00 SF 330.000000 $9.75 $3,217.50 $3,217.50 47 3212.0302 2" Asphalt Pvmt Type D(temporary sidewalk) 321216 BY 33.000000 $44.00 $1,452.00 $1,452.00 48 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 FA 60.000000 $5.50 $330.00 $330.00 49 50 51 52 53 54 55 58 57 58 59 3217.3101 Tab Marker TYW 3471.0001 Traffic Control 3471.0002 Portable Message Sign 9999.0015 Removable Paving Marking(W)4"(BRK) 9999.0020 Removable Paving Marking(W)4"(SLD) 9999.0025 Removable Paving Marking(W)8"(SLD) 9999.0030 Removable Paving Marking(W)24"(SLD) 9999.0035 Water Filled Longitudinal Barrier 9999.0037 Temporary Pedestrian Curb Ramp 3301.0012 Post -CCTV Inspection of Stoma Drain 3305.0109 Trench Safety 321723 347113 347113 999900 999900 999900 999900 999900 99 99 00 330131 330510 FA MO WK LF LF LF LF LF FA LF LF 420.000000 10.000000 178.000000 598.000000 2245.000000 509.000000 230.000000 1104.000000 2.000000 28.000000 28.000000 $4.00 $3,650.50 $386.50 $1.50 $1.50 $3.25 $15.50 $23.00 $3,650.00 $54.75 $2.50 $1,680.00 $36,505.00 $60,797.00 $897.00 $3,367.50 $1,654.25 $3,565.00 $25,392.00 $7,300.00 $1,533.00 $70.000 $1,680.00 $36,505.00 $68,797.00 $897.00 $3,367.50 $1,654.25 $3,565.00 $25,392.00 $7,300.00 $1,533.00 $70.00 60 3341.0201 21" RCP, Class III 3341 10 LF 28.000000 $187.50 $5,250.00 $5.250.00 61 3349.6001 10'Recessed Inlet 334920 FA 2.000000 $9.440.00 $18,800.00 $18,880.00 62 3217.0001 4" SLD Pvmt Marking HAS (W) 321723 LF 2368.000000 $1.25 $2,960.00 $2,960.00 63 3217.0002 4" SLD Pvmt Markmg HAS (Y) 32 17 23 LF 559.000000 $1.25 $698.75 $698.75 64 3217.0003 4" BRK Pvmt Marking HAS (W) 321723 LF 675.000000 $1.25 $843.75 $843.75 65 3217.0201 8" SLD Pvmt Marking HAS (W) 321723 LF 1200.000000 $2.75 $3,300.00 $3,300.00 68 3217.0501 24" SLD Pvmt Marking HAE (W) 321723 LF 1721.000000 $13.00 $22,373.00 $22,373.00 67 3217.1002 Lane Legend Arrow 32 17 23 FA 8.000000 $274.00 $2,192.00 $2,192.00 68 3217.1004 Lane Legend Only 32 17 23 FA 8.000000 $318.50 $2,548.00 $2,548.00 This document has been modtfted from- original form es an EJCDC document and the user did not highlight the modificavons. You are enwwaged to read the document carefully and wnsult Legal Counsel poor to ns exec u- Progress Estimate Fnr (eOnhaC1) W. Long Avenue & Angle Avenue Intersection Improvements Appliean°n Period 12/1/23 - 12/31/23 City Secretary 57192 Contract Num: C-620 Unit Price Progress Estimate Contractor's Application Appl-ov Number Application Date 1/2/2024 Bid Item No 69 A Item Descvp[mn 3217.1005 Lane Legend Bus Lane Specification &cfiou No. 321723 Um[ of Measure EA Bid Quantity 2.000000 Unit Price $586.24 H Hid Value $1,172.50 C D E Es[vnated Quantity Materials Presently Value Previously Gvnalled Value Value Thia Period Installed Stored (not m C) F ToW Completed and Stored to Date (F) (D I E) B G Balance to Funsh (B - F) $1,172.50 70 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 4.000000 $5.50 $22.00 $22.00 71 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 68.000000 $5.50 $374.00 $374.00 72 9999.0040 8" DOT PVMT MARKI NG HAS 999900 LF 72.000000 $2.75 $198.00 $198.00 73 9999.004518"YIELD TRIANGLE HAE (W) (125MIL) 999900 EA 9.000000 $57.25 $515.25 $515.25 74 3441.4003 Furnish/install Alum Sign Ground Mount City Std. 34 41 30 EA 17.000000 $383.00 $6,511.00 $6.511.00 75 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 4.000000 $235.75 $943.00 $943.00 Unit II • Trade Signal Improvements 1 2605.0111 Furnish/install Elec Sew Pedestal 26 05 00 EA 1.000000 $7,645.25 $7,645.25 NEE $7,645.29 2 3 4 5 6 7 8 2605.3118 Furnish/install Conduit -Schedule 80 PVC 21nch Open Cut 2605.3119 Furnish/install Conduit -Schedule 80 PVC 21nch Bore 3441.1501 Ground Box Type 3441.1645 Fumish/Inslall Type 33A Arm 3441.3051 Fumish/Install LED Lighting Fudura(137 watt ATB2 3441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8 3441.3352 Furnish/install Rdwsy Ilium TY 18 Pole 260533 260533 344110 344120 344120 34 41 20 34 41 20 LF LF EA EA EA EA EA 830.000000 315.000000 6.000000 14.000000 17.000000 8.000000 8.000000 $29.25 $35.75 $1,006.50 $556.75 $694.50 $1,936.75 $2,589.25 $24,277.50 $11,261.25 $6,039.00 $7,794.50 $11,866.50 $15,494.00 $20,714.00 $24,277.50 $11,261.25 $6,039.00 $7,794.50 $11,806.50 $15,494.00 $20,714.00 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 3441.3401 6-6-6 Triplex Alum Elec Conductor 9999.0050 Remove Luminaee 9999.0055 Remove Street Lmht Pole 2605.3015 2" CONDT PVC SCH 80(T) 2605.3016 2" CONDT PVC SCH 80 (B) 2605.3025 3" CONDT PVC SCH 80 (T) 2605.3033 4" CONDT PVC SCH 80 (T) 2605.3034 4" CONDT PVC SCH 80 (B) 3441.1001 3-Sect Suri Head Assmbly 3441.1011 Ped Signal Head AssmbM 3441.1031 Audible Pedestrian Pushbutton Breton 3441.1209 Fumish/Install BBU System EXT Mounted 3441.1215 Fumish/Install Hybrid Detection System 3441.1217 Fumish/Install Hybrid Detection Cable 3441.1220 Fumish/Install Model 711 Preemption Detector 3441.1224 Fumish/Install Preemption Cable 3441.1311 5/C 14 AWG Mufti -Conductor Cable 3441.1312 7/C 14 AWG Mufti -Conductor Cable 3441.1314 10/C 14 AWG Multi -Conductor Cable 3441.1315 20/C 14 AWG Multi -Conductor Cable 3441.1322 3/C 14 AWG Mufti -Conductor Cable 344120 999900 999900 260533 26 05 33 26 05 33 26 05 33 26 05 33 3441 10 3441 10 3441 10 3441 10 3441 10 3441 10 3441 10 344110 344110 344110 344110 344110 344110 LF EA EA LF LF LF LF LF EA EA EA EA APR LF EA LF LF LF LF LF LF 1345.000000 1.000000 4.000000 50.000000 625.000000 195.000000 120.000000 625.000000 14.000000 8.000000 8.000000 1.000000 4.000000 1152.000000 4.000000 1152.000000 742.000000 326.000000 1410.000000 835.000000 1645.000000 $4.50 $191.25 $446.00 $31.75 $38.25 $39.50 $48.50 $54.75 $1,287.00 $923.75 $900.75 $8,690.00 $9,206.00 $3.50 $1,078.00 $2.75 $2.25 $2.75 $3.50 $6.25 $2.00 $6,052.50 $191.25 $1,784.00 $1,587.50 $23,906.25 $7,702.50 $5,820.00 $34,218.75 $10,018.00 $7,390.00 $7,206.00 $0,690.00 $36,824.00 $4,032.00 $4,312.00 $3,168.00 $1,669.50 $896.50 $4,935.00 $5,218.75 $3,290.00 $6,052.50 $191.25 $1,784.00 $1,587.50 $23,906.25 $7,702.50 $5.820.00 $34,218.75 $18,018.00 $7,390.00 $7,206.00 $8,690.00 $36,824.00 $4,032.00 $4,312.00 $3,168.00 $1,669.50 $896.50 $4,935.00 $5,218.75 $3.290.00 30 3441.1408 NO 6 Insulated Elec Condr 344110 LF 120.000000 $3.75 $450.00 $450.00 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 46 47 3441.1409 NO 8 Insulated Elec Condr 3441.1503 Ground Box Type D, w/Apron 3441.1603 Fumish/Install 10'- 14'Ped Pole Assmbly 3441.1613 Fumish/Install Type 45 Signal Pole 3441.1614 Fumish/Install Type 46 Signal Pole 3441.1625 Fumish/Install Mast Arm 52'-60'(5S) 3441.1625 Fumish/Install Mast Arm 52'-60'(60') 3441.1701 TY 1 Signal Foundation 3441.1704 TY S Signal Foundation 3441.1715 Signal Cabinet Foundation -35218 BBU 3441.1725 Fumish/Install ATC Signal Controller 3441.1771 Fumish/Install 120-240 Volt Single Phase Metered Pedestal 3441.1901 Powder Coat Sig Pole and MA 16-36' 3441.1903 Powder Coat Sig Pole and MA 52'-60' 3441.1904 Powder Coat Ped Pole 3441.2002 Dispose of FUII Traffic Signal 3441.4005 Install Alum Sign Mast Arm Mount 344110 344110 344110 344110 344110 344110 344110 3441 10 344110 344110 344110 3441 10 344110 3441 10 344110 344113 344130 LF EA EA EA EA EA EA EA EA EA EA FA FA FA EA LS EA 1290.000000 9.000000 6.000000 1.000000 1.000000 1.000000 1.000000 6.000000 2.000000 1.000000 1.000000 1.000000 1.000000 1.000000 6.000000 1.000000 8.000000 $3.00 $1,647.50 $1,270.25 $16,063.75 $14,495.25 $9,309.25 $10,242.00 $1,306.00 $6,718.75 $6,025.75 $26,530.00 $7,645.25 $1,784.00 $3,064.50 $172.00 $16,758.25 $019.25 $3,870.00 $14,827.50 $7,621.50 $16,063.75 $14,495.25 $9,309.25 $10,242.00 $7,836.00 $13,437.50 $6,825.75 $26,530.00 $7,645.25 $1,784.00 $3,064.50 $1,032.00 $16,750.25 $6,554.00 $3,870.00 $14,827.50 $7,621.50 $16,063.75 $14,495.25 $9,309.25 $10,242.00 $7,836.00 $13,437.50 $6,825.75 $26,530.00 $7,645.25 $1,784.00 $3,064.50 $1,032.00 $16,758.25 $6,554.00 48 49 50 51 52 53 9999.0060 TXDOT Signal Pole/Mast Arm Assembly(65') with Lummaire 9999.0065 DnII Shaft (Traffic Signal Pole) (48") 9999.0070 Fumish/Install PTZ Camera 9999.0075 Fumish/Install Ethernet Cable 9999.0080 Fumish/Install 4G Modem 9999.0085 Powder Coat TxDOT 65' Mast Ann and Pole 999900 99 99 00 999900 999900 999900 99 99 00 EA LF EA LF EA EA 2.000000 44.000000 1.000000 90.000000 1.000000 2.000000 $50,315.50 $034.50 $6,817.00 $2.50 $2.506.50 $3,049.25 $100,631.00 $36,718.00 $6,817.00 $225.00 $2,586.50 $7,698.50 $100,631.00 $36,718.00 $6,817.00 $225.00 $2,586.50 $7,698.50 Th,s document has been modified from ns oripnal form m m EICDC document and the user did not highlight the modificavons. You are encouraged to read the document carefully and consult Legal Counsel poor to ns exec h- Progress Estimate City S—57192 Contract Num: Enr (eOntlaC1) W. Long Avenue & Angle Avenue Intersection Improvements Appfiean°n Perod 12/1/23 - 12/31/23 A B C hem Specification U.of Bid Quantity Unit Price Hid Value Eslanated Quantity Bid Item No Descnplmn Section No. Measure InsWled I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C-620 Unit Price Progress Esfimate Contractor's Application Apphcahon Number 20 Apphwtion Date 1/2/2024 D E F G Told Completed / Balance m F.—h Value Previously Gvnalled Value Value This Period Materials Presently and Sbred b Date(F) (B -F) Stored ( P C) (D B E) B Th,s document has been modified from ns oripnal form m an EICDC document and the user did not highlight the moMcahons. You are enwwaged to read the document carefully and wnault Legal Counsel pnor to ns execution. Progress Estimate IPnr (eOntlaC1) W. Long Avenue & Angle Avenue Intersection Improvements Applic.6-Pettod 12/1/23 - 12/31/23 A hem Bid Item No Descnplmn Specification Um[ of Bid Quantity C-620 Unit Price Progress Estimate CitySecre 57192 Contractor's Application Contract Num: Apphcahon Number 20 Apphwtion Date 1/2/2024 H C D E F G Total Completed / Balance m Fmtsh Eslnnated Quantity Materials Presently Uuit Price Hid Value Installed Value Previously Gutalled Value Value Thia Period Stored (not m C) m and 6to Date (F) (B -P) +El R Th,s document has been modified from ns on®nal form as an EMCDC document and the user did not highlight the modffl- ns. You are encouraged to read the document carefully and consult Legal Counsel poor to ns exxulmn. C-620 Change Order Progress Estimate Change Order Number I 1 1 Contractor's Application ADDITIONS For (contract): 101583 W. Long Avenue & Angle Avenue Intersection Improvements City Secretary 57192 Application Number: 20 Contract Num: (Application Period: 12/1/23-12/31/23 Application Date: 1/2/2024 A B C D E F Item Addition Total Completed Balance to Finish Change Order Item Specification Unit of CO Quantity to Add Unit Price Change Order Estimated Quantity Value Previously Value This Materials Presently and Stored to Date (F) (B - F) No. Description Section No. Measure Value Installed Installed Value Period Stored (not in C) (D+E) B I 1 0241.0100 Remove Sidewalk TPW -UnitI SF 2668.00000000 $3.00 $8.004.00 2668.00000000 $8.004.00 $8.004.00 $8.004.00 100.0% I 2 0241.0401 Remove Concrete Drive TPW -Unit I SF 1211.00000000 $5.50 $6.660.50 1211.00000000 $6,660.50 $6.660.50 $6,660.50 100.0% I 3 0241.0402 Remove Asphalt Drive TPW -UnitI SF 257.00000000 $4.10 $1.053.70 257.00000000 $E053.70 $1.053.70 $E053.70 100.0% I 4 0241.0500 Remove Fence TPW -Unit I LF 140.00000000 $5.50 $770.00 $770.001 I 5 0241.0800 Remove Riprap TPW -UnitI SF 1035.00000000 $2.25 $2.328.75 1035.00000000 $2,328.75 $2.328.75 $2328.75 100.0% I 6 0241.1000 Remove Concrete Pavement TPW -UnitI SY 1557.00000000 $17.00 $26.469.00 1557.00000000 $26A69.00 $26A69.00 $26A69.00 100.0% I 7 0241.1506 2"Solace Milling TPW -UnitI SY 12059.00000000 $5.50 $66.324.50 12059.00000000 $66324.50 $66.324.50 $66324.50 100.0% 8 0241.3014 Remove 21"Storm Line TPW -UnitI LF 15.00000000 $85.00 $L275.00 15.00000000 $1.275.00 $L275.00 $E275.00 100.0% I 9 0241.4001 Remove 10'Curb Inlet TPW -UnitI EA 1.00000000 $1.800.00 $1.800.00 1.00000000 $1.800.00 $1.800.00 $1.800.00 100.0% I 10 3110.0102 6"-12"Tree Removal TPW -UnitI EA 3.00000000 $450.00 $1.350.00 1.00000000 $450.00 $450.00 $450.00 33.3% $900.001 I 11 3110.0104 18"-24" Tree Removal TPW -UnitI EA 2.00000000 $950.00 $L900.00 2.00000000 $1.900.00 $1.900.00 $1.900.00 100.0% I 12 3110.0105 24" and larger Tree Removal TPW-Unit I EA 1.00000000 $1.442.25 $1.442.25 1.00000000 $E442.25 $1.442.25 $1.442.25 100.0% I 13 3110.0111 Tree Protection TPW -UnitI EA 5.00000000 $130.00 $650.00 1.00000000 $130.00 $130.00 $130.00 20.0% $520.00 14 3441.4108 Remove Sum Panel and Post TPW - Unit I EA 2.00000000 $120.00 $240.00 2.00000000 $240.00 $240.00 $240.00 100.0% 15 9999,0005 Remove T-2" Strip Drain TPW -Unit I EA 4.00000000 $1,100.00 $4,400.00 4.00000000 $4.400.00 $4,400.00 $4.400.00 100.0% 16 0171,0101 Construction Staking TPW -UnitI LS 1.00000000 $55,000.00 $55,000.00 1.00000000 $55.000.00 $55,000.00 $55.000.00 100.0% 17 3123,0101 Unclassified Excavation by Plan TPW -UnitI CY 1769.00000000 $38.00 $67,222.00 1769.00000000 $67.222.00 $67,222.00 $67.222.00 100.0% 18 3124,0101 EmbaNnnent by Plan TPW - Unit I CY 179.00000000 $53.00 $9,487.00 179.00000000 $9.487.00 $9,487.00 $9.487.00 100.0% 19 3125,0101 SWPPPII acre TPW -UnitI LS 1,00000000 $4,500.00 $4,500.00 1.00000000 $4.500.00 $4,500.00 $4.500.00 100.0% 20 3137,0101 4" Concrete Rmnap TPW -Unit I SY 83.00000000 $80.00 $6,640.00 83.00000000 $6.640.00 $6,640.00 $6.640.00 100.0% 21 3211,0113 8" Flexible Base. Type A. GR-1 TPW -Unit I SY 2697.00000000 $24.00 $64,728.00 2697.00000000 $64.728.00 $64,728.00 $64.728.00 100.0% 22 3211,0114 10" Flexible Base, Twe A. GR-1 TPW -UnitI SY 36.00000000 $43.00 $1,548.00 36.00000000 $1.548.00 $1,548.00 $1.548.00 100.0% 23 3212,0302 2" Asphalt Pavement Type D(pavement overlay) TPW -UnitI SY 12613.00000000 $19.50 $245,953.50 12613.00000000 $245.953.50 $245,953.50 $245.953.50 100.0% 24 3213,0102 7"Cone Pvmt TPW -UnitI SY 1480.00000000 $90.00 $133,200.00 1480.00000000 $133.200.00 $133,200.00 $133.200.00 100.0% 25 3213,0104 9"Cone Pvmt TPW -UnitI SY 524.00000000 $120.00 $62,880.00 524.00000000 $62.880.00 $62,880.00 $62.880.00 100.0% 26 3213,0202 7"Conc Pvmt HES TPW -UnitI SY 304.00000000 $100.00 $30,400.00 304.00000000 $30.400.00 $30,400.00 $30.400.00 100.0% 27 3213,0204 9"Conc Pvmt HES TPW -UnitI SY 95.00000000 $142.00 $13,490.00 $13.490.00 28 3213,0301 4" Conc Sidewalk TPW - Unit I SF 3860.00000000 $7.00 $27,020.00 3655,41000000 $25.587.87 $25,587.87 $25.587.87 94.7% $1,432.131 29 3213,0311 4" Conc Sidewalk, Adjacent to Curb TPW -UnitI SF 1377.00000000 $18.00 $24,786.00 960,86000000 $17.295.48 $17,295.48 $17.295.48 69.8% $7,490.521 30 3213.0321 Conc Sidewalk, Adjacent to Ret Wall TPW -UnitI SF 1056.00000000 $14.00 $14,784.00 1056,00000000 $14.784.00 $14,784.00 $14.784.00 100.0% I 31 3213,0322 Conc Cab at Back of Sidewalk TPW -UnitI LF 141.00000000 $11.00 $1,551.00 128,50000000 $1.413.50 $1,413.50 $1.413.50 91.1% $137.501 32 3213,0401 6" Concrete Driveway TPW -UnitI SF 1942.00000000 $12.00 $23,304.00 1547,25000000 $18.567.00 $18,567.00 $18.567.00 79.7% $4,737.001 33 3213,0505 Banner Free Ramp, Type M-3 TPW - Unit I EA 3,00000000 $3,200.00 $9,600.00 3.00000000 $9.600.00 $9,600.00 $9.600.00 100.0% 34 3213,0506 Barrier Free Ramp, Type P-1 TPW - Unit I EA 11,00000000 $3,300.00 $36300.00 11.00000000 $36,300.00 $36,300.00 $36.300.00 100.0% 35 3213,0509 Banner Free Ramp. Type C-2 TPW - Unit I EA 1.00000000 $3350.00 $3350.00 1.00000000 $3,350.00 $3350.00 $3.350.00 100.0% 36 3213,0510 Banner Free Ramp. Twe C-3 TPW - Unit I EA 1.00000000 $4300.00 $4,300.00 1.00000000 $4,300.00 $4300.00 $4.300.00 100.0% 37 3232,0100 Core Ret Wall Adjacent to Sidewalk TPW -UnitI SF 336.00000000 $29.00 $9,744.00 336.00000000 $9,744.00 $9,744.00 $9.744.00 100.0% 38 3232.0202 TxDOT Sid Ret Wall -RW 1(L)B TPW - Unit) SF 30.00000000 $185.00 $5.550.00 30.00000000 $5.550.00 $5.550.00 $5.550.00 100.0% I 39 3291.0100 Topsoil TPW -UnitI CY 646.00000000 $72.00 $46.512.00 646.00000000 $46.512.00 $46.512.00 $46512.00 100.0% I 40 3292.0100 Block Sod Placement TPW -UnitI SY 3855.00000000 $8.25 $3L803.75 3855.00000000 $3E803.75 $3L803.75 $31.803.75 100.0% 41 3292.0400 Seeding, Hvdromulch TPW -Unit I SY 2114.00000000 $2.50 $5.285.00 2114.00000000 $5,285.00 $5.285.00 $5.285.00 100.0% I 42 3293.0103 Plant 3"Tree TPW-Unit I FA 16.00000000 $1.400.00 $22.400.00 $22.400.001 I 43 3305.0107 Manhole Adjustment, Minor TPW-Unit I FA 8.00000000 $400.00 $3.200.00 8.00000000 $3.200.00 $3.200.00 $3.200.00 100.0% I 44 3305.0111 Valve Box Adjustment TPW-Unit I FA 3.00000000 $680.00 $2.040.00 3.00000000 $2,040.00 $2,040.00 $2.040.00 100.0% I 45 3305.0114 Manhole Adjustment, Major w/ Cover TPW - Unit I EA 1.00000000 $4.000.00 :4,000.00 1.00000000 $4.000.00 $4.000.00 $4.000.00 100.0% I 46 9999.0007 8" Conc Bus Stop Pad TPW-Unit1 SF 330.00000000 $11.00 $3.630.00 185.00000000 $2,035.00 :2,035.00 $2.035.00 56.1% $1.595.001 I 47 3212.0302 2" Asphalt Pvmt Twe D(tememary sidewalk) TPW - Unit I SY 33.00000000 $55.00 $1.815.001 33.00000000 $1.815.00 $1.815.00 $1.815.00 100.0% I This document has been modified from its original f as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Change Order 48 I3217.2104 REEL Raised Marker TY H-C-R [TPW -UnitI 49 13217.3101 Tab Marker TY W [TPW -Unit I 50 13471.0001 Traffic Control I TPW - Unit I 51 13471.0002 Portable Message Sign [TPW -Unit I 52 I9999.0015 Removable Paving Marking(W)4"(BRK) [TPW -UnitI 53 19999.0015 Removable Paving Marking (W)4"(13RIO I TPW - Unit I 54 19999.0025 Removable Paving Marking (W)8"(SLD) [TPW -Unit I 55 I9999.0030 Removable Paving Marking(W)24"(SLD) [TPW -UnitI 56 19999.0035 Water Filled Longitudinal Barrier I TPW - Unit I 57 19999.0037 Temporary Pedestrian Curb Ramp I TPW - Unit I 58 I3301,0012 Post -CCTV Inspection of Storm Drain [TPW -UmtI 59 I3305,0109 Trench Safety [TPW -UnitI 60 13341,0201 21"RCP, Class HI I TPW -Umt I 61 13349,6001 10' Recessed Inlet I TPW - Unit I 62 I3217,0001 4" SID Pvmt Markrng HAS ITPW-unit I 63 13217,0002 4" SID Pvmt Markrng HAS (Y) I TPW - Umt I 64 13217,0003 4" BRR Pvmt Marling HAS (W) I TPW - Umt I 65 13217,0201 8" SID Pvmt Marling HAS (W) I TPW - unit I 66 I3217,0501 24" SID Pvmt Marking HAP (W) [TPW - Unit I 67 I3217,1002 Lane Legend Arrow ITPW-UmtI 68 I3217,1004 Lane Legend Only ITPW-UmtI 69 13217.1005 Lane Legend Bus Lane [TPW -Unit I 70 13217.2103 REEL Raised Marker TY ❑-A-A [TPW - Umt I 71 13217.2104 REEL Raised Marker TY H-C-R [TPW - Umt I 72 I9999,0040 8" DOT PVMT MARKING HAS (W) [TPW -UnitI 73 19999.0045 18" YIELD TRIANGLE HAE (W) (125MIL) I TPW - Unit I 74 13441.4003 Fumish/Install Alum Sign Ground Mount City Std. I TPW - Unit I 75 13441.4110 Remove and Reinstall Sign Panel and Post I TPW - Unit I (Unit H - Traffic Signal Improvements I 1 I2605,0111 F-ish/Install Flee Sery Pedestal [TPW - unit ❑ 2 I_2605,3118 Fumish/Install Conduit -Schedule 80 PVC 2 Inch Open d TPW - Unit I[3 I2605.3119 Furnish/Install Conduit -Schedule 80 PVC 2 Inch Bore [TPW-unit ❑ 4 I3441.1501 Ground Box Type B I TPW - Unit II 5 13441.1645 Furnish/Install Type 33A Arm I TPW - Unit II 6 I3441.3051 Pumish/Install LED Lighting Fixture (137 watt ATB2 I TPW - Unit II 7 I3441.3302 Rdwy ❑loin Foundation TY 3,5,6, and 8 I TPW - Unit it 8 13441.3352 Eumish/Install Rdway ❑lum TY 18 Pole I TPW - Unit II 9 I3441.3401 6-6-6 Triplex Alum Flee Conductor I TPW - Unit II 10 I9999.0050 Remove L.uminaire I TPW - Unit ❑ 11 I9999.0055 Remove Street Light Pole I TPW - Unit it 12 12605.3015 2" CONDT PVC SCH 80 (T) [TPW -Unit ❑ 13 I2605.3016 2" CONDT PVC SCH 80(B) [TPW - Unit❑ 14 12605.3025 3" CONDT PVC SCH 80 (T) I TPW - Unit it15 12605.3033 4" CONDT PVC SCH 80 (T) I TPW - Unit it 16 I2605.3034 4" CONDT PVC SCH 80_(B) [TPW - Unit❑ 17 I3441.1001 3-Sect Signal Head Assmbly [TPW - Unit❑ 18 13441.1011 Pod Signal Head Assmbly I TPW - Unit it 19 I3441.1031 Audible Pedestrian Pushbutton Station [TPW - Unit❑ 20 13441.12091 Furnish/Install BBU System EXT Mounted I TPW - Unit it 21 13441.1215 Eumish/Install Hybrid Detection System I TPW - Unit it 22 13441.1217 Eumish/Install Hybrid Detection Cable I TPW - Unit it 23 I3441.1220 Eumish/Install Model 711 Preemption Detector [TPW - Unit❑ 24 13441.1224 Eumish/Install Preemption Cable [TPW - Unit❑ 25 13441.1311 5/C 14 AWG Multi -Conductor Cable [TPW -Unit it 26 13441.1312 7/C 14 AWG Multi -Conductor Cable I TPW - Unit it 27 13441.1314 10/C 14 AWG Multi -Conductor Cable [TPW - Unit❑ 28 13441.1315 20/C 14 AWG Multi -Conductor Cable [TPW - Unit❑ 29 13441.1322 3/C 14 AWG Multi -Conductor Cable I TPW - Unit ❑ 30 13441.1408 NO 6Insulated Elec Condr I TPW - Unit it 31 13441.1409 NO 8Insulated Elec Condr I TPW - Unit it 32 13441.1503 Ground Box Type D, w/Apron I TPW - Unit it 33 13441.1603 Eurnish/Install 10' - 14' Pod Pole Assmbly I TPW - Unit ❑ EA 60.00000000 $6.00 $360.00 60.00000000 5360.00 $360.00 $360.00 100.0% _ EA 420.00000000 $4.50 $1 890.00 420.00000000 $1`90.00 $1,890.00 $1,890.00 100.0% MO 10.00000000 $3 750.00 _ $37 5� 00.00 5.00000000 $18,750.00 $18,750.00 $18,750.00 50.0% $18,750.00I WK 178.00000000 $386.50 • • _ $68 797.00 88.00000000 $34,012.00 $34,012.00 $34,012.00 49.4% $34,785.00I IF 598.00000000 $L50 �$1.50 $897.00 598.00000000 $897.00 $897.00 $897.00 100.0% IF 2245.00000000 $3,367.50 2245.00000000 $3,367.50 $3,367.50 $3,367.50 100.0% IF 509.00000000 ` $3.25 $1,654_25 509.00000000 $1654.25 ^ $1,654.25 $1,654;25 100.0% LF 230.00000000 $15.50 $3,565.00 230.00000000 $3,565.00 $3,565.00 $3,565.00 LF 1104.00000000 $41.00 $45,264.00 672.00000000 $27,552.00 ^ $27,552.00 $27,552A0 _100.0% 60.9% $17,712.00I EA 2.00000000 $4,500.00 $9,000.00 2.00000000 $9,000.00 $9,000.00 $9,000.00 100.0% I LF 28.00000000 $60.00 $100.00 $100.00I LF 28.00000000 $3.00 $84.00 28.00000000 $84.00 $84.00 $84.00 100.0% I LF 28.00000000 $187.50 $5,250.00 28.00000000 $5.250.00 $5,250.00 $5.250.00 100.0% I EA 2.00000000 $12,000.00 $24,000.00 2.00000000 $24.000.00 $24,000.00 $24.000.00 100.0% I LF 2368.00000000 $1.50 $3,552.00 2368.00000000 $3.552.00 $3,552.00 $3.552.00 100.0% I LF 559.00000000 $1.50 $838.50 559.00000000 $838.50 $838.50 $838.50 100.0% I LF 675.00000000 $1.50 $1,012.50 675.00000000 $1.012.50 $L012.50 $1.012.50 100.0% I LF 1200.00000000 $3.50 $4200.00 1200.00000000 $4.200.00 $4200.00 $4.200.00 100.0% I LF 1721.00000000 $15.00 $25,815.00 1721.00000000 $25.815.00 $25,815.00 $25.815.00 100.0% I EA 8.00000000 $350.00 $2,800.00 8.00000000 $2.800.00 $2,800.00 $2.800.00 100.0% I EA 8.00000000 $500.00 $4,000.00 6.00000000 $3.000.00 $3,000.00 $3.000.00 75.0% $1,000.00I EA 2.00000000 $625.00 $1,250.00 $1250.00I EA 4.00000000 $5.50 $22.00 4.00000000 $22.00 $22.00 $22.00 100.0% I EA 68.00000000 $5.50 $374.00 68.00000000 $374.00 $374.00 $374.00 100.0% I LF 72.00000000 $2.75 $198.00 72.00000000 $198.00 $198.00 $198.00 100.0% I EA 9,00000000 $60.00 $540.00 9.00000000 $540.00 $540.00 $540.00 100.0% I EA 17.00000000 $430.00 $7,310.00 17.00000000 $7.310.00 $7,310.00 $7.310.00 100.0% I EA 4.00000000 $264.00 $L056.00 4.00000000 $1.056.00 $L056.00 $1.056.00 100.0% I I EA 1.00000000 $8,600.00 $8,600.00 1.00000000 $8.600.00 $8,600.00 $8.600.00 100.0% LF 830.00000000 $33.00 $27,390.00 830,00000000 $27.390.00 $27,390.00 $27.390.00 100.0% LF 315.00000000 $40.00 $12,600.00 315,00000000 $12.600.00 $12,600.00 $12.600.00 100.0% EA 6.00000000 $1,130.00 $6,780A0 6.00000000 $6,780.00 $6,780.00 $6,780.00 100.0% EA 14.00000000 $625.00 $8,750.00 14.00000000 $8,750.00 $8,750.00 $8,750.00 100.0% EA 17.00000000 $780.00 $13,260.00 17.00000000 $13,260.00 $13,260.00 $13,260.00 100.0% EA 8.00000000 $2,175.00 $17,400.00 8.00000000 $17,400.00 $17,400.00 $17,400.00 100.0% i EA 8.00000000 $2,900.00 $23,200.00 8.00000000 $23,200.00 $23,200.00 $23,200.00 100.0% LF 1345.00000000 $5.00 $6,725.00 1345.00000000 $6,725.00 $6,725.00 $6,725.00 100.0% EA 1.00000000 $215.00 $215.00 1.00000000 $215.00 $215.00 $215.00 100.0% EA 4.00000000 $500.00 $2,020.00 4.00000000 $20`0.00 $2,000.00 $2,000.00 100.0% IF 50.00000000 $35.50 $1705.00 50.00000000 $1`75.00 $1,775.00 $1,775.00 100.0% IF 625.00000000 $43.00 $26805.00 625.00000000 $26y875.00 $26,875.00 $26,875.00 100.0% IF 195.00000000 $44.25 _$8,628.75 195.00000000 $8,628.75 $8,628.75 $8,628.75 100.0% IF 120.00000000 $55.00 _$6,600.00 120.00000000 $6,600.00 $6,600.00 $6,600.00 100.0% IF k25.00000000 $61.50 $38,437.50 625.00000000 $38,437.50 $38,437.50 $38,437.50 100.0% EA 14.00000000 $1,450.00 $20.300.00 14.00000000 $20,300.00 $20,300.00 $20,300.00 100.0% EA 8.00000000 $1,035.00 $8,280.00 8.00000000 $8,280.00 $8,280.00 $8,280.00 100.0% EA 8.00000000 $1,000.00 $8,000.00 8.00000000 $8,000.00 $8,000.00 $8,000.00 100.0% EA 1.00000000 _ $9,750.00 $9,750.00 1.00000000 $9,750.00 $9,750.00 $9,750.00 100.0% APR 4.00000000 _ $10,310.00 $41,240.00 4.00000000 $41,240.00 $41,240.00 $41,240.00 100.0% IF 1152.00000000 _ $4.00 $4,608.00 1152.00000000 $4,608.00 $4,608.00 $4,608.00 100.0% EA 4.00000000 $1,210.00 $4,840.00 4.00000000 $4,840.00 $4,840.00 $4,840.00 100.0% IF 1152.00000000 $3.10 $3,571.20 1152.00000000 $3,571.20 $3,571.20 $3,571.20 100.0% IF 742.00000000 $2.50 $1,855.00 742.00000000 $1,855.00 $1,855.00 $1,855.00 100.0% IF 326.00000000 $3.10 $1,010.60 326.00000000 $1,010.60 $1,010.60 $1,010.60 100.0% IF 1410.00000000 $4.00 $5,640.00 1410.00000000 $5,640.00 $5,640.00 $5,640.00 100.0% IF 835.00000000 $7.00 $5,845.00 835.00000000 $5,845.00 ^ $5,845.00 $5,845.00 100.0% LF 1645.00000000 $2.25 $3,701.25 1645.00000000 $3,701.25 $3,701.25 $3,701.25 100.0% IF 120.00000000 $4.20 $504.00 120.00000000 $504.00 $504.00 $504.00 100.0% IF 1290.00000000 $3.50 $4,515.00 1290.00000000 $4,515.00 $4,515.00 $4,515.00 100.0% EA 9.00000000 $1,850.00 $16,650.00 9.00000000 $16,650.00 $16,650.00 $16,650.00 100.01%. EA L000000000 $1,425.00 $8,550.00 5.00000000 $7,125.00 $7,125.00 $7,125.00 _! 83.3% $1,425.001 This document has been modified from its original from, as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefidly and consult Legal Counsel prior to its execution. C-620 Change Order 34 3441.1613 Furnish/Install Type 45 Signal Pole TPW - Unit it EA 1.00000000 $18,000.00 $18,000.00 1.00000000 35 3441.1614 Fumish/Install Type 46 Signal Pole TPW - Unit it EA 1.00000000 $16,250.00 $16,250.00 1.00000000 36 3441.1625 Fumish/Install Mast Ann 52' - 60' (56') TPW - Unit ❑ EA 1.00000000 $10,430.00 $10,430.00 1.00000000 37 3441.1625 Fumish/Install Mast Ann 52' - 60' (60') TPW - Unit ❑ EA 1.00000000 $11,480.00 $11.480.00 1.00000000 38 3441.1701 TY 1 Signal Foundation TPW - Unit ❑ EA 6.00000000 $1,500A0 $9,000.00 5.00000000 39 3441.1704 TY 5 Signal Foundation TPW - Unit ❑ EA 2.00000000 - $7,500:00 $15,000.00 2.00000000 40 3441.1715 Signal Cabinet Foundation - 352i & BBU TPW - Unit ❑ EA 1400000000 - $7,650.00 $7,650.00 1.00000000 41 3441.1725 Furnish/Install ATC Signal Controller TPW -Unit ❑ EA _ 1400000000 _ $30,000.00 $30,000.00 1.00000000 42 3441.1771 Fumish/Install 120-240 Volt Single Phase Metered Ped-T?W - Unit ❑ EA 1.00000000 $8,600.00 $8,600.00 1.00000000 43 3441.1901 Powder Coat Sig Pole and MA 16'-36' TPW - Unit ❑ EA 1.00000000 $2,000.00 $2,000.00 1.00000000 44 3441.1903 Powder Coat Sig Pole and MA 52'-60' TPW - Unit ❑ EA 1.00000000 $3.430.00 $3,430.00 1.00000000 45 3441.1904 Powder Coat Pod Pole TPW - Unit ❑ EA 6.00000000 $195.00 • $1,170.00 5.00000000 46 3441.2002 Dispose of Full Traffic Signal TPW - Unit ❑ LS 1.00000000 $18,800.00 $18,800.00 1.00000000 47 3441.4005 Install Alum Sign Mast Arm Mount TPW - Unit ❑ EA 8.00000000 $925.00 $7,400.00 8.00000000 48 9999.0060 TxDOT Signal Pole/Mast Arm Assembly (65') with Liu TPW - Unit ❑ EA 2.00000000 $56,500.00 $113,000.00 2.00000000 49 9999.0065 Drill Shaft (Traffic Signal Pole) (48') TPW - Unit ❑ IF 44.00000000 $950_00 $41,800.00 44.00000000 50 9999.0070 Fumish/Install PTZ Camera _ TPW-Unit❑ EA 1.00000000 $7,700.00 $7,700.00 1.00000000 51 9999.0075 F-ish/Install Ethernet Cable TPW - Unit ❑ IF 90.00000000 $3.00 $270.00 90.00000000 52 9999.0080 Fumish/Install 4G Modem TPW -Unit ❑ EA 1.00000000 $2,900.00 _$2,900.00 I.00000000 53 9999.0085 Powder Coat TxDOT 65' Mast Arm and Pole TPW - Unit ❑ EA 2.00000000 $4,400.00 $8'800.00 2.00000000 Totals Progress Estimate Change Order Number 1 1 DELETIONS For (contract): W. Long Avenue & Angle Avenue Intersection Improvements 101583 Application Period: 12/1/23-12/31/23 A I Item CO Quantitym Change Order Item Description Specifi'an" Unit of Delete No. Section No. Measure I 1 0241,0100 Remove Sidewalk TPW -Unit I SF 2668.00000000 1 2 1 0241.0401 Remove Concrete Drive I TPW -Unit [ SF 211.00000000 1 3 10241,0402 Remove Asphalt Drive ITPW -UnitI SF 257.00001000 1 4 10241,0500 Remove Fence ITPW -UnitI LF 140.00001000 I 5 10241,0800 Remove Riprap ITPW-Unit11 SF 1035 .0000 mort I 6 1 0241.1000 Remove Concrete Pavement TPW - Unit [ SY 1557.0000 Won I 7 10241,1506 2"Surf- Milling ITPW -Unit[ SY 12059.000, 0000 1 8 10241,3014 Remove 2l"Storm Line ITPW-Unit[ LF 15,00000000 I 9 10241,4001 Remove 10'Curb Inlet ITPW-unit I EA 1,00000000 1 10 13110,0102 6"-12"Tree Removal ITPW-unit I EA 3,00000000 1 11 13110,0104 18"-24" Tree Removal ITPW-unit I EA 2,00000000 I 12 13110,0105 24" and Larger Tree Removal ITPW-unit I EA 1,00000000 I 13 13110,0111 Tree Protection ITPW-Unit 11 EA 5,00000000 1 14 13441,4108 Remove Sign Panel and Post 1TPW-Unit[ EA 2,00000000 I 15 19999,0005 Remove T-2" Strip Drain I TPW - Unit I EA 4.00000000 I 16 10171,0101 Constmetion Staking ITPW-unit I IS 1.00000000 1 17 13123,0101 Unclassified Excavation by Plan ITPW-unit I CY 1769.00000000 I 18 13124,0101 Emba lmaent by Plan ITPW-unit I CY 179.00000000 I 19 13125.0101 SWPPPII acre ITPW-unit I IS 1,00000000 1 20 13137,0101 4" Concrete Riprap ITPW-unit I SY 83,00000000 I 21 13211,0113 8" Flexible Base, Type A, GR-1 I TPW - Unit I SY 2697.00000000 I 22 13211,0114 10" Flexible Base, Type A, GR-1 ITPW-unit I SY 36,00000000 I 23 1 3212,0362 2" Asphalt Pavement Type D (pavement overlay) I TPW - Unit I SY 12613,00000000 I 24 13213,0102 7"Conc Pvmt ITPW-Unit[ SY 1480.00000000 I 25 1 3213.0104 9" Conc Pvim TPW - Unit [ SY 524.00000000 I 26 1 3213.0202 7" Conc Pvmt FEES I TPW - Unit I SY 304.00000000 I 27 1 3213.0204 9" Conc Pvmt FEES I TPW - Unit I SY 95,00000000 B C Deletion Unit Price Change Order Not Used Value $2.75 $7.337.0 $5.25 $6.3,7.75 $4.06) $1,028.01 $5.06J $700.06J $2.06 $2,070.06 $15.0 $23,355.001 $3.75 $45,221.25 $80.0r $1,200.or $1,700.04 $1,700.04 $400.04 $1,200.04 $900.04 $1,800.04 $1,200.041 $1,200.04 $127.5 $637.51 $103.25 $206.54 $1,069.5 I $4,278.00 $44,163.75 $44,163.7.` $33.5J�J $59,261.5r $52.0 .04 $4,472.56UJ $4,472.54 $62.5�6J $5,187.54 $17.06 $45,849.04 $37,75 $1,359.04 $13.0 $163,969.04 $84.25 $124,690.04 $103.25 $54,103.04 $90.75 $27,588.04 $128.0 1 $12,160.001 $18,000.00 $18,000.00 $18,000.00 100.0% $16,250.00 $16,250.00 $16,250.00 100.0% $10,430.00 $10,430.00 $10,430.00 100.0% $1 L480.00 $11,480.00 $11,480.00 100.0% $7,500.00 $7,500.00 $7,500.00 833% $1,500.00 $15,000.00 $15,000.00 $15,000.00 100.0% $7,650.00 $7,650.00 $7,650.00 100.0% $30,000.00 $30,000.00 $30,000.00 100.0% $8,600.00 $8,600.00 $8,600.00 100.0% $2,000.00 $2,000.00 $2,000.00 100.0% $3,430.00 $3,430.00 $3,430.00 100.0% $975.00 $975.00 $975.00 83.3% $195.00 $18,800.00 $18,800.00 $18,800.00 100.0% $7,400.00 $7,400.00 $7,400.00 100.0% $113,000.00 $113,000'00 $113,000.00 100.0% $41,800.00 $41,800.00 $41,800.00 100.0% $7,700.00 $7,700.00 $7,700.00 100.0% $270.00 $270.00 $270.00 100.0% $2,900.00 $2,900.00 $2,900.00 100.0% $8,800.00 $8,800.00 $8,800.00 100.0% $1.916.974.851 $1.916.974.851 1 1 $1.916.974.85 93.6% $131.769.15 Contractor's Application Application Number. 20 Application Date: 1/2/2024 D E F Not Used Not Used Not Used Not Used Not Used Not Used Not Used This document has been modified from its original f as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Change Order 28 13213.0301 4" Conc Sidewalk I TPW - Unit I _ 29 3213.0311 4" Conc Sidewalk, Adjacent to Curb I TPW - Unit I _ 30 3213.0321 Conc Sidewalk, Adjacent to Ret Wall I TPW - Unit I 31 3213.0322 Conc Curb at Back of Sidewalk I TPW - Unit I 32 3213.0401 6" Concrete Driveway ITPW -Unit I 33 3213.0505 Banner Free Ramp, Type M-3 I TPW - Unit I 34 3213.0506 Barrier Free Ramp, Type P-1 I TPW - Unit I 35 3213.0509 Barrier Free Ramp, Type C-2 I TPW - Unit I 36 3213.0510 Barrier Free Ramp, Type C-3 ITPW -UnitI 37 3232.0100 Conc Ret Wall Adjacent to Sidewalk I TPW - Unit I 38 3232.0202 TxDOT Sid Ret Wall - RW 1 (L) B I TPW - Unit I 39 3291.0100 Topsoil ITPW -UnitI 40 3292.0100 Block Sod Placement I TPW - Unit I 41 3292.0400 Seeding, Hydromulch ITPW -UnitI 42 13293.0103 Plant 3" Tree I TPW - Unit I 43 13305.0107 Manhole Adjustment, Minor I TPW - Unit I 44 13305.0111 Valve Box Adjustment ITPW -UnitI 45 13305.0114 Manhole Adjustment, Major w/ Cover I TPW - Unit I 46 19999.0007 8" Conc Bus Stop Pad ITPW -Unit I 47 J3212.03022" Asphalt Penn Type D(tempmary sidewalk) ITPW -UnitI 48 3217.2104 REEL Raised Marker TY H-C-R ITPW -UnitI 49 13217.3101 Tab Marker TY W ITPW -Unit I 50 13471.0001 Traffic Control ITPW -UnitI 51 13471.0002 Portable Message Sign ITPW -Unit I 52 I9999.0015 Removable Paving Marking(W)4XBRK) ITPW -UnitI 53 I9999.0015 Removable Paving Marking (W)4"(BRK) ITPW - Unit[ 54 I9999.0025 Removable Paving Marking(W)8"(SLD) ITPW -UnitI 55 I9999.0030 Removable Paving Marking(W)24"(SLD) ITPW -UnitI I 56 I9999.0035 Water Filled Longitudinal Barrier ITPW -UnitI I 57 I9999.0037 Temporary Pedestrian Curb Ramp ITPW -UnitI I 58 13301.0012 Post -CCTV Inspection of Storm Drain ITPW -UnitI I 59 133050109 Trench Safety ITPW -UnitI I 60 13341.0201 21"RCP, Class HI ITPW -Unit I I 61 13349.6001 10' Recessed Inlet I TPW - Unit I I 62 3217.0001 4" SLD Penn Marking HAS (W) I TPW - Unit I 63 3217.0002 4" SLD Pvmt Marking HAS (Y) I TPW - Unit I 64 3217.0003 4" BILK Penn Marking HAS (W) I TPW - Unit I 65 3217.0201 8" SLD Perot Marking HAS (W) I TPW - Unit I 66 3217.0501 24" SLD Pvmi Marking HAE (W) I TPW - Unit I 67 3217.1002 Lane Legend Arrow I TPW - Unit I 68 3217.1004 Lane Legend Only I TPW - Unit I _ 69 13217.1005 Lane Legend Bus Lane I TPW - Unit I 70 13217.2103 REEL Raised Marker TY H-A-A I TPW - Unit I 71 13217.2104 REEL Raised Marker TY H-C-R I TPW - Unit I 72 I9999.0040 8" DOT PVMT MARKING HAS (W) ITPW -UnitI 73 13999.0045 18" YIELD TRIANGLE HAE (W) (125MIL) I TPW - Unit I 74 1441.4003 Fumish/Install Alum Sign Ground Mount City Std. I TPW - Unit I 75 13441.4110 Remove and Reinstall Sign Panel and Post I TPW - Unit I (Unit B - Traffic Signal Improvements I 1 I2605.0111. Eumish4nstall Elec Sery Pedestal ITPW - Unit❑ 2 I2605.3118 Fumish/Install Conduit -Schedule 80 PVC 2 Inch Open b TPW - Unit IT I2605.3119 Fumish/Install Conduit -Schedule 80 PVC 2 Inch Bare I TPW - Unit IT 4 13441.1501 Ground Box Type B I TPW - Unit IT 5 I3441.1645 Fumish/Insiall Type 33A Arm ITPW-Unit❑ 6 I3441.3051 Farm h/Insiall LED Lighting Fixture (137 wall ATB2 I TPW - Unit IT 7 I3441.3302 Rdwy fllum Foundation TY 3,5,6, and 8 I TPW - Unit IT _ 8 I3441.3352 Furnish/Install Rdway Nam TY 18 Pole ITPW - Unit❑ _ 9 I3441.3401 6-6-6 Triplex Alum Flee Conductor I TPW - Unit IT 10 I9999.0050 Remove Lurninaire ITPW - Unit❑ 11 19999.0055 Remove Street Light Pole I TPW - Unit IT 12 12605.3015 2" CONDT PVC SCH 80 (T) I TPW - Unit IT 13 12605.3016 2" CONDT PVC SCH 80 B ITPW -Unit IT 12605.3025 3" CONDT PVC SCH 80 (T) I TPW - Unit IT _14 15 12605.3033 4" CONDT PVC SCH 80 (T) I TPW - Unit IT 16 12605.3034 4" CONDT PVC SCH 80 (B) I TPW - Unit IT _ 17 134411001 3-Sect Signal Head Assmbly ITPW - Unit❑ _ 18 13441.1011 Pod Signal Head Assmbly I TPW - Unit IT 19 I3441.1031 Audible Pedestrian Pushbutton Station ITPW - Unit❑ 20 13441.1209 Fumish/lnstall BBU System EXT Mounted I TPW - Unit ❑ 21 13441.1215 Eumish/Install Hybrid Detection System I TPW - Unit ❑ 22 13441.1217 Eumish/InsIaIl Hybrid Detection Cable I TPW - Unit ❑ 23 13441.1220 Eumish/Install Model 711 Preemption Detector ITPW - Unit❑ 24 I3441.1224 Furnish/Install Preemption Cable ITPW-Unit❑ 25 13441.1311 5/C 14 AWG Multi -Conductor Cable ITPW -Unit ❑ 26 13441.1312 7/C 14 AWG Multi -Conductor Cable I TPW -Unit IT 27 13441.1314 10/C 14 AWG Multi -Conductor Cable I TPW - Unit IT 28 13441.1315 20/C 14 AWG Multi -Conductor Cable I TPW - Unit IT SF SF SF LF SF EA EA EA EA SF SF CY SY SY EA EA EA EA SF SY EA EA MO WK IF IF IF IF IF EA IF IF IF EA IF IF IF IF IF EA EA EA EA EA IF EA EA EA EA LF LF EA EA EA EA EA LF EA EA LF LF LF LF LF EA EA EA EA APR LF EA LF LF LF LF LF 3860.00000000 1377.00000000 1056.00000000 141.00000000 1942.00000000 3.00000000 11.00000000 1.00000000 1.00000000 336.00000000 30.00000000 646.00000000 3855.00000000 2114.00000000 16.00000000 8.00000000 3.00000000 1.00000000 330.00000000 33.00000000 60.00000000 420.00000000 10.00000000 178.00000000 598.00000000 2245.00000000 509.00000000 230.00000000 1104.00000000 2.00000000 28.00000000 28.00000000 28.00000000 2.00000000 2368.00000000 559.00000000 675.00000000 1200.00000000 1721.00000000 8.00000000 8.00000000 2.00000000 4.00000000 68.00000000 72.00000000 9.00000000 17.00000000 4.00000000 1.00000000 830.00000000 315.00000000 6.00000000 14.00000000 17.00000000 8.00000000 8.00000000 1345.00000000 1.00000000 4.00000000 50.00000000 625.00000000 195.00000000 120.00000000 625.00000000 14.00000000 8.00000000 8.00000000 1.00000000 4.00000000 1152.00000000 4.00000000 1152.00000000 742.00000000 326.00000000 1410.00000000 835.00000000 $57.25 $515.25 $383.00 $6,511.00 $235.75 $943600 $7,64725 _ $7 645.25 $29.25 $24277.50 $35.75 $11261.25 $1,006.50 $6 039.00 $556.75 _ $7,794.50 $694.50 _ $11,806.50 _ _ $1,936.75 _ $15,494.00 _ $2,58%25 $20,714.00 $4.50 $6,052.50 ___$191.25 $191.25 _ $446.00 $1,784.00 $31.75 $1 58L $38.25 $23 906.25 $39.50 $7 70L $48.50 $5 820.00 $54.75 $34,218.75 This document has been modified from its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefidly and consult Legal Counsel prior to its execution. C-620 Change Order 3441.1322 3/C 14 AWG Multi -Conductor Cable TPW - Unit ❑ IF 1645.00000000 3441.1408 NO 61nsu1ated Elec Condr DPW - Unit ❑ I 120.00000000 3441.1409 NO 81nsulrled Elec Condr TPW - Unit ❑ I 1290.00000000 3441.1503 Ground Box Type D, w/Apron TPW - Unit ❑ EA 9.00000000 3441.1603 Furnish/Install 10' - 14' Pod Pole Assmbly TPW - Unit ❑ EA 6.00000000 3441.1613 Furnish/Install Type 45 Signal Pole TPW - Unit ❑ EA 1.00000000 3441.1614 Furnish/Install Type 46 Signal Pole TPW - Unit ❑ EA 1.00000000 3441.1625 Fumish/Install Mast Arm 52' - 60' (56') TPW - Unit ❑ EA 1.00000000 3441.1625 Fumish/Install Mast Arm 52' - 60' (60') IPW - Unit ❑ EA 1.00000000 3441.1701 TY 1 Signal Foundation TPW - Unit ❑ EA 6.00000000 3441.1704 TY 5 Signal Foundation IPW - Unit ❑ EA 2.00000000 3441.1715 Signal Cabinet Foundation - 352i & BB'TPW - Unit ❑ ---'FPW EA 1.00000000 3441.1725 FumisMnstall ATC Signal Controll -Unit ❑ EA 1.00000000 3441.1771 FumisMnstall 120-240 Volt Single Phase Metered PerIPW - Unit ❑ EA 1.00000000 3441.1901 Powder Coal Sig Pole and MA 16'-36' T?w - Unit ❑ EA 1.00000000 3441.1903 Powder Coat Sig Pole and MA 52'-60' �FPW - Unit ❑ EA 1.00000000 3441.1904 Powder Coat Pod Pole �FPW - Unit ❑ EA 6.00000000 3441.2002 Dispose of Full Traffic Signal �FPW -Unit ❑ LS 1.00000000 3441.4005 Install Alum Sign Mast Arm Mount �FPW - Unit ❑ EA 8.00000000 9999.0060 TxDOT Signal Pole/Mast Arm Assembly (65') with Lu4IPW - Unit ❑ EA 2.00000000 9999.0065 Drill Shaft (Traffic Signal Pole) (48') 1TW - Unit ❑ IF 44.00000000 9999.0070 FumisMnstall PTZ Camera 1TW - Unit ❑ EA 1.00000000 9999.0075 FumisMnstall Ethernet Cable 1TW - Unit ❑ IF 90.00000000 9999.0080 Fumish/Install 4G Modem �FPW -Unit ❑ EA 1.00000000 9999.0085 Powder Coal TxDOT 65' Mast Arm and Pole �FPW - Unit ❑ EA 2.00000000 Totals $1,725.619.06 This document has been modified from its original f as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Change Order Progress Estimate (For (comma). (Application Period. Change Order Item No 6 21 24 25 26 30 31 32 34 37 39 40 62 65 76 12 15 17 25 29 54 Change Order Number 1 2 Contractor's Application 101583 W. Long Avenue & Angle Avenue Intersection A Item Descnphon 02411000 Remove Concrete Pavement 3211 0113 8" Flexible Base. Tvoe A. GR-1 3213 0102 7" Conc Pvmt 32130104 9"Conc Pvmt 3213.0202 7" Conc Pvmt HES 32130321 Conc Sidewalk. Adiacent to Rat Wall 3213 0322 Conc Curb at Back of Sidewalk 32130401 6" Concrete Drrvewav 3213 0506 Barrier Free Remo. Tvoe P-1 3232.0100 Conc Rat Wall Adiacent to Sidewalk 3291 0100 Topsoil 3292.0100 Block Sod Placement 3217.0001 4" SLD Pvmt Markino HAS (W) 3217.0201 8" SLD Pvmt Marking HAS (W) 3213 0507 Barrier Free Remo. Tvoe P-2 2605 3015 2" CONDT PVC SCH 80 (T1 2605 3033 4" CONDT PVC SCH 80 (T1 34411001 3-Sect Sianal Head Assmbly 3441.1311 5/C 14 AWG Multi -Conductor Cable I 3441.1322 3/C 14 AWG Multi -Conductor Cable 9999000048in Drilled Shaft Abandonment and Relocation ADDITIONS Improvements 12/1/23-12/31/23 Specification Unit of CO Quantity to Add Section No. Measure TPW-UnitI SY 89.23700000 TPW-Unit I SY 125.62900000 TPW-Unit I SY 30.82300000 TPW-UnitI SY 121,75900000 TPW-Unit I SY 24,35400000 TPW-UnitI SY 86,00000000 TPW-Unit I LF 118,91600000 TPW-Unit I SF 64.00000000 TPW-Unit I EA 1.00000000 TPW-Unit I SF 252.00000000 TPW-Unit I CY 12.00000000 TPW-Unit I SY 76,00000000 TPW-Unit I LF 196.00000000 TPW-Unit I LF 43.00000000 TPW-Unit I EA 2.00000000 TPW-Umt 2 EA 30.00000000 TPW-Unit 2 EA 50.00000000 TPW-Unit2 EA 1.00000000 TPW-Unit 2 LF 14.00000000 TPW-Unit2 LF 20.00000000 TPW-Unit2 LS 1.00000000 Unit Pnce $17.00 $24.00 $90.00 $120.00 $100.00 $14.00 $11.00 $12.00 $3.300.00 $29.00 $72.00 $8.25 $1.50 $3.50 $3.300.00 $35.50 $55.00 $1.450.00 $2.50 $2.25 $10.514.18 City Secretary 57192 Contract Num: B C Addition Change Estimated Quantity Order Value Installed $1.517.031 89.23700000 $3.015.101 125.62900000 $2.774.071 30.82300000 $14.611.081 121,75900000 $2.435.401 24,35400000 $1.204.001 86,00000000 $1.308.081 $768.001 $3.300.001 1,00000000 $7,308.001 199.04000000 $864.001 12.00000000 $627.00 76.00000000 $294.00 196.00000000 $150.501 43.00000000 $6.600.001 2.00000000 $1.065.001 30.00000000 $2.750.001 50.00000000 $1.450.001 1.00000000 $35.00 14.00000000 S45.00F 20.00000000 $10.514.181 1.00000000 D Value $1517.03 Previously Installed Value $1,517.031 Value This Period Application Number: ADPlication Date. E Materials Presently Stored (not in C) _ 20 1/2/2024 F Total Completed % and Stored to Date (F) (D+E) B $1.517.03 100.0% $3.015.10 100.0% $2.774.07 100.0% $14.611.08 100.0% $2.435.40 100.0% $1.204.00 100.0% 1 1 $3.300.00 100.0% $5.772.16 79.0% $864.00 100.0% $627.00 100.0% $294.00 100.0% $150.50 100.0% $6.600.00 100.0% $1.065.00 100.0% $2.750.00 100.0% $1.451.11 101.1% $35.00 100.0% $45.00 100.0% $10.514.18 100.0% $3 015.10 $3,015.10 $2 774.07 $2,774.07 $14611.08 $14,611.08 $2435.40 $2,435.40 $1204.00 $1,204.00 $3 300,00 $3,300.00 $5,772.16 $5,772.161 $864.00 $864.00 $627.00 $627.00 $294.00 $294.00 $150.50 $150.50 $6 600.00 $6,600.00 $1 065.00 $1,065.00 $2 750.00 $2,750.00 $1450.00 $1,450.00 $35.00 $35.00 $45.00 $45.00 $10514.18 $10,514.18 This document has been modified fivm its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior 0 its execution. Balance to Finish (B-F) $1,308.08 $768.001 1 $1.535.84 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C-620 Change Order Totals 562,635.43�1 1 $59.023.52 94.2% $3.611.921 $59.023.521 $59.023.521 1 Progress Estimate Change Order Number 2 Contractor's Application DELETIONS IFor (coat`act)' 101583 W. Long Avenue & Angle Avenue Intersection Improvements ADolicafion Number: 20 IAppbcation Period. 12/1/23-12/31/23 ADolicafion Date, 1/2/2024 A B C D E F I Item CO Quantity to Delefion Change Change Order Item No. I Deacnptron I Specificafion Unit of Delete Unit Price Order Value Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Section N. Measure 3213.0204 9" Conc Pvmt HES (This line was added but not calculated SY 27 correct) PM will add to Herz[ CO. TPW-Unit 1 95.00000000 28 3213.03014'Conc Sidewalk TPW-Unitl SF 159,00000000 $7.06 $1.113.0(i I 29 3213.0311 4' Conc Side�a k. Ad PCent to curb TPW-Unit 1 SF 66.00000000 $18.4 $1.188.0(i I 3l 3213.0322 Conc Curb at B jr of Sidewalk TPW-Unit 1 LF 41.00000000 $11.06 $451.0(i I 32 3213.04016'Concre[e Drivewa TPW-Unit] SF 68.00000000 $12.06 $816.06 I 38 3232.0202 TxDOT Std Re[ Wall - RW 1 (L) B TPW-Unit 1 SF 10.00000000 $115.06 $1.850.06 I I 68 3217,1004 Lane L..1 Onl� TPW-Unit 1 LF 2.00000000 $500.06 $1.000.06 I 69 Boa 3217.1005 Lane Ley a Bus an e -Unit 1 LF 2.00000000 $615.06 $1.250.0 I 72 I 9999.0040 8' DOT Markin¢ Has (W) TPW-Unit 1 LF 72.00000000 $2.7i $198.06 I I I 33 3441.1603 Fumish/lnstall 10'-14' Ped Pole Assembly TPW-Unit EA 1.00000000 $1.425.06 $1,425.06 I I 38 3441.1701 TY 1 Si�Qal Foundafion TPW-Unit2 EA 1.00000000 $1.500.06 $1.500.0(i 1 45 3441.1904 Powder Coat Ped Pole TPW-Unit 2 EA 1.00000000 $195.00 $190 0 Totals $10.986.06 This document has been modified 8vm its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior 0 its execution. C-620 Change Order Progress Estimate Change Order Number I 3 Contractor's Application ADDITIONS For (contract): 101583 W. Long Avenue & Angle Avenue Intersection Improvements City Secretary 57192 Application Number: 20 Contract Num: Application Period` 12/1/23-12/31/23 Application Date: 1/2/2024 A B C D E F Item Balance to Finish Addition Total Completed Change Order Item Description Specification Unit of CO Quantity to Add Unit Price Change Order Estimated Quantity Installed Value Previously Installed Value Value This Period Materials Presently Stored (not in C) and Stored to Date (B - F) (F) No. Section No. Measure Value (D+E) B 23 3212.0302 2" Asphalt Pavement Type D (pavement overlay) TPW -Unit 1 SY 130.00000000 $19.50 _ $2,535.00 130.00000000 $2,535.00 $2,535.00 $2,535.00 100.0% 24 3213.0102 7" Core Pvmi TPW -unit 1 SY 48.54700000 $90;00 • $4,369.23 48.54700000 $4,369.23 $4,369.23 44 369.23 100.0% 25 3213.0104 9" Core Pvmi TPW -Unit 1 SY 31.54100000 $120.00 $3,784.92 31.54100000 $3,784.92 $3,784.92 43 784.92 100.0% 26 3213.0202 7" Core Pvml HES TPW -Unit 1 SY 7.75600000 $100.00 $775.60 7.75600000 $775.60 $775.60 $775.60 100.0% 30 3213.0321 Core Sidewalk, Adjacent to Ret Wall TPW -Unit 1 SF 24.60000000 $14.00 $344.40 24.60000000 $344.40 $344.40 $344.40 100.0% 38 3232.0202 TxDOT Sid get Wall - RW 1 (L) B TPW -Unit 1 SF _ _ 19433000000 _ $185.00 _ $3,576.05 19.33000000 $3,576405 $3,576405 $3,576.05 100.0% 39 3291.0100 Topsoil TPW -Unit 1 CY 8400000000 _ $72.00 _ $576.00 8.00000000 $576400 $576400 $576.00 100.0% 40 3292.0100 Block Sod Placement TPW -UnitI SY 69.00000000 $8.25 $569.25 69600000000 $569425 $569425 $569625 100.0% 31 3441.1409 NO 8 Insulated Elec Condr TPW-Unit 2 LF 1175600000000� $3.50�$4,112.50 1175400000000 $4,112.50 $4,112450 $4,112650 100.0% This document has been modified from its original f as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefidly and consult Legal Counsel prior to its execution. C-620 Change Order Totals $20.642.95 $20,642.95 $20,642.95 $20,642.95 100.0% Progress Estimate Change Order Number I 3 Contractor's Application DELETIONS For (contract): 101583 W. Long Avenue & Angle Avenue Intersection Improvements Application Nmnbec 20 Application Period: 12/1/23-12/31/23 Application Date: 1/2/2024 A B C D E F I Item CO ti to Deletion Change Order Item Description Specification Unit of Delete Unit Price Change Order Not Used Not Used Not Used Not Used Not Used Not Used Not Used 1; o, U4cJ No. Section No. Measure Value I 27 3213,0204 9" Conc P—t HES TPW - Unit 1 EA 95,00000000 $142.06 $13.490.06 I 50 3471,0001 Traffic Control I I I I I I I I I I I I I I I I I I I I I I I I TPW - Unit 1 MO 2,00000000 $3,750.06 $7.500.06 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Totals $20,990.06 I I I I I I I I I I I I I I I I I I I I This document has been modified from its original Rama as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefidly and consult Legal Counsel prior to its execution. City of Fort Worth Summary of Charges City secretary Contract Num: 57192 I W. Long Avenue & Angle Avenue Intersection Improvements I Pon . 0.: FW020-007473 Application Period: 12/1/23 - 12/31/23 I Appli : Numbb rer: I 20 Funding Identification (FID) Total Completed Amt Remaining Gross Original Contract 134018-0200431-5740010-1016 3-003980-9999-18010203 $1,725,619.00 10 10 10 10 10 10 10 10 10 10 Change Order 1 134018-0200431-5740010-101583- 03980-9999-18010203 $1,916,974.85 ($1,593,849.85) 10 10 10 10 10 10 10 10 10 10 Changl Order 2 134018-0200431-5740010-101583-003980-9999-18010203 $59,023.52 ($7,374.08) 10 10 10 10 10 10 10 10 10 10 Change Order 3 '34018-0200431-5740010-101583-003980-9999-18010203 $20,642.95 ($20,990.00) Project Number: 101583 Application Date: 1/2/2024 Retainage Net City of Fort Worth Summary of Charges City secretary Contract Num: 57192 I W. Long Avenue & Angle Avenue Intersection Improvements I Pon . 0.: FW020-007473 Application Period: 12/1/23 - 12/31/23 I Appli : Numbb rer: I 20 Funding Identification (FID) Change Order 4 134018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 10 10 10 10 10 10 Change Order 5 1 34018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 10 10 10 10 10 10 Change Order 6 1 34018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 Total Completed Amt Remaining Gross Project Number: 1101583 Application Date: 1/2/2024 Retainage Net City of Fort Worth Summary of Charges City secretary Contract Num: 57192 I W. Long Avenue & Angle Avenue Intersection Improvements I Pon . 0.: FW020-007473 Application Period: 12/1/23 - 12/31/23 I Appli : Numbb rer: I 20 Funding Identification (FID) Change Order 7 134018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 10 10 10 10 10 10 Change Order 8 1 34018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 10 10 10 10 10 10 Totals 1 34018-0200431-5740010-101583-003980-9999-18010203 10 10 10 10 10 10 10 Total Completed $1,996,641.32 Amt Remaining $103,405.07 Gross Project Number: 1101583 Application Date: 1/2/2024 Retainage Net City of Fort Worth Summary of Charges City Secretary Contract Num: 57192 I W. Long Avenue & Angle Avenue Intersection Improvements I P. O.: FW020-007473 Project Number: 101583 Application Period: 12/1/23 - 12/31/23 I Appli rer: I 20 Application Date: 1/2/2024 Numbb : Funding Identification (FID) Total Completed Amt Remaining Gross Retainage Net 10 $0.00 10 $0.00 10 w J $0.00 Grand Total $1,996,641.32 $103,405.07 $0.00 1 ($99,832.07)1 1 $99,832.07 FORTWORTH., Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Construction Change Order No. 1— West Angle and Long Ave M&C: 22-1051 CPN: 101583 Date: To: Name 1. Bus. Support Partner — Misty 2. Marcos Reyes — Contractor 3. James Ruiz - Inspector 4. Brendan McInnes — Project Manger 5. Chad Allen — Contract Compliance Mngr 5. Chad Allen — Interim Program Manager 6. Lissette Acevedo — Interim Senior CPO 7. Michael Owen — Interim Asst. Director 8. Lauren Prieur — Interim Director 9. Jeremy Anato-Mensah — City Attorney 10. William Johnson - ACM 11. Jannette Goodall - CSO 12. TPW Contracts CSO: 57192 DOC#: 1 Department Initials Date Out TPW-initial M~ Dec 22, 2022 Contractor Dec 22, 2022 TPW - sign MR� Dec 22, 2022 TPW-initial e Dec 22, 2022 TPW - sign Dec 23, 2022 TPW - sign Dec 23, 2022 TPW - sign Jan 3, 2023 TPW - signer Jan 3, 2023 TPW - signer Jan 3, 2023 Legal - sign 2 Rm Jan 4, 2023 CMO - sign Jan 4, 2023 CSO - sign Jan 5, 2023 TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: [—]YES ®No RUSH: [—]YES ®No SAME DAY: ❑YES ®No NEXT DAY: []YES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts(@fortworthtexas. aov, for pickup when completed; list "Please call Brendan �a ext # 2617 for questions. Thank you. " CSC No. 57192-COI FoR� H City of Fort Worth Change Order Request Project Namel W Long Ave and Angle Ave Intersection Improvements Client Project #(s)l 101583 Project Description) Contractorl City Project Mgr.1 l City Sec # l 57192 Improve intersection safety by creating a more compact intersection, decreasing the vehicle travel distance across the intersection and shortening pedestrain pathways across the roadway. Reyes Group Ltd. Brendan McInnes, P.E. Dept. Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in M&C Process) I� Change Order#1 I TPW - Unit I TPW - Unit II $1,110,652.00 $614,967.00 $0.00 $0.00 $0.00 $0.00 Datel 12/14/2022 City Inspector James Ruiz Contract Time Totals (CD) $1,725,619.00 310 Contract Cost to Date $1,110,652.00 $614,967.00 $1,725,619.00 310 Amount of Proposed Change Order $246,315.70 $76,809.30 $323,125.00 180 Revised Contract Amount $1,356,967.70 $691,776.30 $2,048,744.00 490 Original Funds Available for Change Orders $111,065.20 $61,496.70 $172,561.90 Remaining Funds Available for this CO $111,065.20 $61,496.70 $172,561.90 Additional Funding (if necessary) $135,250.50 $15,312.60 $150,563.10 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 18.73% MAXALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) $2,157,023.75 JUSTIFICATION (REASONS) FOR CHANGE ORDER Project advertised September 09, 2021, and Bids opened on October 7, 2021. Anticipated construction start date was February 2, 2022, due to additional public engagement and execution of the construction documents. Construction start was delayed to July 25, 2022, pending completion of the water replacement project 102300. Delayed start was required since Water Department had an overlapping project. Water Department work was required to be completed prior to intersection reconstruction due to conflicting traffic control requirements. Intersection project also resurfaces the areas within 101583 project limits that was open cut by 102300 project through the intersection. The City caused this delay to the contractor, and based on current market environment, recommends to modify the prices and compensate the contractor for the incurred escalation in order to avoid more construction delays and additional cost increases. This is a 2018 Bond Intersection Project. Cost: Contractor has submitted revised cost based on material and cost escalations and new sub -contractor agreements. The backup data has been reviewed and determined to be fair and reasonable. Time: 180 calendar days are being added to account for the delay from the initial NTP date of 5/25/2022 in which time it took for agreement of the price adjustment. Original plans allocated for 4 months for traffic signal acquisition and the poles were ordered in September 2022. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Name Contractor (Name) Contract Signature Date Reyes Group, Ltd. Marcos G Reyes �/��!1(P�;� Dec 22, 2022 Supervisor Date Project and Contract Compliance Manager Date Dec 22, 2022 dhn Dec 22, 2022 er Date Senior Ca ital Project Officer Date Dec 23, 2022 z0z3 34 Jan 3, 2023 Esperllnction or Date Direc or, on ment (Dept) Date Jan 3, 2023 x— �— Jan 3, 2023 ttorney Date Assistant CityManager I Fil:Date Jan 4, 2023 0 '� ^i Jan 4, 2023 Council Action (if required) M&C Number 1 22-1051 M&C Date Approved 1 12/13/20221 ATTEST: Jannette Goodall, City Secretary City of Fort Worth Change Order Additions I EIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Project Name I W Long Ave and Angle Ave Intersection Improvements Client Project # 1 101583 Contractor Reyes Group Ltd. UES(:RIH I IUN U241.U1UU Remove5idewalk 0241.0401 Remove Concrete Drive 0241.0402 Remove Asphalt Drive UL41.U5UU Remove Fence 0241.0800 Remove Riprap 0241.1000 Remove Concrete Pavement 0241.1506 2" Surface Milling 0241.3014 Remove 21" Storm Line 0241.4001 Remove 10' Curb Inlet 3110.0102 6"-12" Tree Removal 3110.0104 18"-24" Tree Removal 3110.0105 24" and Larger Tree Removal 311 U.U111 1 ree Nrotection 3441.4108 Remove Sign Panel and Post 9999.0005 Remove 2'-2" Strip Drain 0171.0101 Construction Staking 3123.0101 Unclassified Excavation by Plan 3124.0101 Embankment by Plan 3125.0101 SWPPP >_ 1 acre 3137.0101 4" Concrete Riprap 3211.0113 8" Flexible Base, Type A, GR-1 3211.0114 10" Flexible Base, Type A, GR-1 3212.0302 2" Asphalt Pavement Type D (pavement overlay 3213.0102 7" Conc Pvmt 3213.0104 9" Conc Pvmt 3213.0202 7" Conc Pvmt HES 3213.0204 9" Conc Pvmt HES 3213.0301 4" Conc Sidewalk 3213.0311 4" Conc Sidewalk, Adjacent to Curb 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 3213.0322 Conc Curb at Back of Sidewalk 3213.0401 6" Concrete Driveway 3213.0505 Barrier Free Ramp, Type M-3 3213.0506 Barrier Free Ramp, Type P-1 3213.0509 Barrier Free Ramp, Type C-2 3213.0510 Barrier Free Ramp, Type C-3 3232.0100 Conc Ret Wall Adjacent to Sidewalk 3232.0202 TxDOT Std Ret Wall - RW 1 (L) B 3291.0100 Topsoil 3292.0100 Block Sod Placement 3292.0400 Seeding, Hydromulch 3293.0103 Plant 3" Tree 3305.0107 Manhole Adjustment, Minor 3305.0111 Valve Box Adjustment 3305.0114 Manhole Adjustment, Major w/ Cover 9999.0007 8" Conc Bus Stop Pad 3212.0302 2" Asphalt Pvmt Type D (temporary sidewalk) 3217.2104 REFL Raised Marker TY II-C-R 3217.3101 Tab Marker TY W 3471.0001 Traffic Control 3471.0002 Portable Message Sign 9999.0015 Removable Paving Marking (W)4"(BRK) 9999.0020 Removable Paving Marking (W)4"(SLD) 9999.0025 Removable Paving Marking (W)8"(SLD) 9999.0030 Removable Paving Marking (W)24"(SLD) 9999.0035 Water Filled Longitudinal Barrier 9999.0037 Temporary Pedestrian Curb Ramp 3301.0012 Post -CCTV Inspection of Storm Drain 3305.0109 Trench Safety 3341.0201 21" RCP, Class III 3349.6001 10' Recessed Inlet 3217.0001 4" SLD Pvmt Marking HAS (W) 3217.0002 4" SLD Pvmt Marking HAS (Y) 3217.0003 4" BRK Pvmt Marking HAS (W) 3217.0201 8" SLD Pvmt Marking HAS (W) PMl Brendan McInnes, P.E. Change Order Submittal # 0 ADDITIONS ULPI U IHVV - Unit 2,bb .000UUUUU TPW- Unit 1 1,211.00000000 TPW- Unit 1 257.00000000 TPW- Unit 1 140.00000000 TPW- Unit 1 1,035.00000000 TPW- Unit 1 1,557.00000000 TPW- Unit 1 12,059.00000000 TPW- Unit 1 15.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 3.00000000 TPW- Unit 1 2.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 5.00000000 TPW- Unit 1 2.00000000 TPW- Unit 1 4.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 1,769.00000000 TPW- Unit 1 179.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 83.00000000 TPW- Unit 1 2,697.00000000 TPW- Unit 1 36.00000000 ) TPW- Unit 1 12,613.00000000 TPW- Unit 1 1,480.00000000 TPW- Unit 1 524.00000000 TPW- Unit 1 304.00000000 TPW- Unit 1 95.00000000 TPW- Unit 1 3,860.00000000 TPW- Unit 1 1,377.00000000 TPW- Unit 1 1,056.00000000 TPW- Unit 1 141.00000000 TPW- Unit 1 1,942.00000000 TPW- Unit 1 3.00000000 TPW- Unit 1 11.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 336.00000000 TPW- Unit 1 30.00000000 TPW- Unit 1 646.00000000 TPW- Unit 1 3,855.00000000 TPW- Unit 1 2,114.00000000 TPW- Unit 1 16.00000000 TPW- Unit 1 8.00000000 TPW- Unit 1 3.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 330.00000000 TPW- Unit 1 33.00000000 TPW- Unit 1 60.00000000 TPW- Unit 1 420.00000000 TPW- Unit 1 10.00000000 TPW- Unit 1 178.00000000 TPW- Unit 1 598.00000000 TPW- Unit 1 2,245.00000000 TPW- Unit 1 509.00000000 TPW- Unit 1 230.00000000 TPW- Unit 1 1,104.00000000 TPW- Unit 1 2.00000000 TPW- Unit 1 28.00000000 TPW- Unit 1 28.00000000 TPW- Unit 1 28.00000000 TPW- Unit 1 2.00000000 TPW- Unit 1 2,368.00000000 TPW- Unit 1 559.00000000 TPW- Unit 1 675.00000000 TPW- Unit 1 1,200.00000000 I City Sec # 1 57192 Inspectorl James Ruiz Date 1 12/14/2022 1 Unit Unit Cost I otal SF $J.0U $6,UU4.UU SF $5.50 $fi,660.50 SF $4.1U $1,053.70 LF $5.5U $770.00 SF $2.2� 75 SY $17.00-----$25,469.00 SY $5.50------$661430 LF $85.06 $1,275.00 EA $1,800.06$1,800.00 EA $450.OU" $1,350.00 EA $950.00"$1,900.00 EA $1,442.25 $1,442.25 EA $130.00" $65O.60 EA $120.017 $240.00 EA $1,100.00" $4,400.60 LS $55,000.0U"----3'55,00O.60 CY $38.0U"----3'6T,222.60 CY $53.00m $9,487.60 LS $4,500.0(1 $4,500.00 SY $80.0U$6 640-M SY $24.0(1 $64,728.00 SY $43.0(1 $1348.60 SY $19.5(A---$245-,953-.50 SY $90.0(1 $133,200.00 SY $120.0(1 $62,880.00 SY $100.0U----J36,400-W SY $142.0(1$T349OM SF $7.0(1 $27,020.00 SF $18.0(1$24786.6U SF $14.0(1 $14,784.00 LF $11.0(1$1,551.0U SF $12.0(1 $23304D0 EA $3200.0(1 $9,fi00.00 EA $3,300.0(-----$36300.00 EA $3,350.0( $3,350.00 EA $4,300.00-$4100.60 SF $29.00- $9,744.60 SF $185.OU`$5,550.0U CY $72.OU $46,512.00 SY $8.2� $39,803.75 SY $2.SU $5�85D0 EA $1,400.0(,$22,400.00 EA $400.0(r" $3,200.0U EA $680.0(-$FU4mY EA $4,000.0(� $4,000.00 SF $11.0(4$383OXU SY 8T500 EA $6.00 $360.00 EA $4.5(4 $1890-M MO $3,750.0 WW WK $386.5($8879T00 LF $1.5($897.00 LF $1.5 3 LF $3.2E $1,fi54-M54.25 LF $15.5(1 $3,565.00 LF $41.0(�$45,264D0 EA $4,500.Oo $9,000.00 LF $60.U(�$T fi80.0U LF $3.04 $84.00 LF $187.5(�$525O�U EA $12,000.O UOUXU LF $1.5(�$3552DU LF $1.5( $838..50 LF $1.5(�$101250 LF $3.5(i$4.200.6U Change Order Additions Page 2 of 10 66 3217.0501 24" SLD Pvmt Marking HAE (W) TPW- Unit 1 1,721.00000000 LF 67 3217.1002 Lane Legend Arrow TPW- Unit 1 8.00000000 EA 68 3217.1004 Lane Legend Only TPW- Unit 1 8.00000000 EA 69 3217.1005 Lane Legend Bus Lane TPW- Unit 1 2.00000000 EA 70 3217.2103 REFL Raised Marker TY II -A -A TPW- Unit 1 4.00000000 EA 71 3217.2104 REFL Raised Marker TY II-C-R TPW - Unit I 68.00OOOOOU EA 72 9999.0040 8" DOT PVMT MARKING HAS (W) TPW- Unit 1 72.000OO000 LF 73 9999.0045 18" YIELD TRIANGLE HAE (W) (125MIL) TPW - Unit 1 9.00OOOOOU EA 74 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. TPW- Unit 1 17.00000000 EA 75 3441.4110 Remove and Reinstall Sign Panel and Post TPW- Unit 1 4.00000000 EA TPW - Unit I TPW- Unit II $15.00 ----525,8T5.-W $350.0(1 $2,800-W $500.0(1 $4,000-W $625.0(1$1,250.00 $5.5T $22.W $5.5U $374.00 $2.75 $198.00 $60.01J $540.00 $430.0(1 $T,31O.0O $264.0(1$1,O56.0O $1,356,967.70 $0.00 Sub Total Additions $1,356,967.70 Change Order Additions Page 3 of 10 City of Fort Worth Change Order Additions Project Name W Long Ave and Angle Ave Intersection Improvements City Sec # 57192 Client Project # 101583 1 Contractor Reyes Group Ltd. PMI Brendan McInnes, P.E. Inspectorl James Ruiz Change Order Submittal # 0 Date 1 12/14/2022 1 ADDITIONS I LIM ULbGRIH I IUN ULH I U Unit Unit Cost I otal 1 26Ub.U111 Furnish/Install Liec Sery Pedestal I I'W - Unit 11 1. UUUUUUU to $6,bUU.UU KbuU.IJU 2 2605.3118 Furnish/Install Conduit -Schedule 80 PVC 2 Inch Open Cut TPW- Unit II 830.00000000 LF $33.00 $2T390.06 3 2605.3119 Furnish/Install Conduit -Schedule 80 PVC 2 Inch Bore TPW- Unit II 315.00000000 LF $40.OU $12,600.00 4 6441.1bUl cirounabox Iypee TPW- Unitll 6.00000000 EA $1,130.OU $6,780.00 5 3441.1645 Furnish/Install Type 33A Arm TPW- Unit II 14.00000000 EA $625.00 S&,750.60 6 3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 4 TPW- Unit II 17.00000000 EA $780.06 $13,260.60 7 3441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8 TPW- Unit II 8.00000000 EA $2,175.00 $1T400.60 8 3441.3352 Furnish/Install Rdway Ilium TY 18 Pole TPW- Unit II 8.00000000 EA $2,900.06$23,200.60 9 3441.3401 6-6-6 Triplex Alum Elec Conductor TPW- Unit II 1,345.00000000 LF $5.00______$6 725M. 10 9999.0050 Remove Luminaire TPW- Unit II 1.00000000 EA $215.0U" $215.00 11 9999.0055 Remove Street Light Pole TPW- Unit II 4.00000000 EA $500.00" $2,000.00 12 2605.3015 2" CONDT PVC SCH 80 (T) TPW- Unit II 50.00000000 LF $35.5U" $1,775.00 13 26Ub.3016 2" CUNU I HVC SCH 8U (b) TPW- Unit II 625.00000000 LF $43.00" $26,875.60 14 2605.3025 3" CONDT PVC SCH 80 (T) TPW- Unit II 195.00000000 LF $44.25 $8,628.75 15 2605.3033 4" CONDT PVC SCH 80 (T) TPW- Unit II 120.00000000 LF $55.00F_____$6Z00.60 16 2605.3034 4" CONDT PVC SCH 80 (B) TPW- Unit II 625.00000000 LF $61.50"$38,437.50 17 3441.1001 3-Sect Signal Head Assmbly TPW- Unit II 14.00000000 EA $1,450.00"$20,300.60 18 3441.1011 Ped Signal Head Assmbly TPW- Unit II 8.00000000 EA $1,035.00 $$,280.60 19 3441.1031 Audible Pedestrian Pushbutton Station TPW- Unit II 8.00000000 EA $1,000.0(1 $8,000.00 20 3441.1209 Furnish/Install BBU System EXT Mounted TPW- Unit II 1.00000000 EA $9,750.0(A $9,75GW 21 3441.1215 Furnish/Install Hybrid Detection System TPW- Unit II 4.00000000 APR $10,310.0(1 $41,240.00 22 3441.1217 Furnish/Install Hybrid Detection Cable TPW- Unit II 1,152.00000000 LF $4.0(A_____$4,608.60 23 3441.1220 Furnish/Install Model 711 Preemption Detector TPW- Unit II 4.00000000 EA $1,210.0(A $4,840.60 24 3441.1224 Furnish/Install Preemption Cable TPW- Unit II 1,152.00000000 LF $3.1(A $3,571.20 25 3441.1311 5/C 14 AWG Multi -Conductor Cable TPW- Unit II 742.00000000 LF $2.5(1 $1,855.00 26 3441.1312 7/C 14 AWG Multi -Conductor Cable TPW- Unitll 326.00000000 LF $3.1(1 $1,010.80 27 3441.1314 1 O/C 14 AWG Multi -Conductor Cable TPW- Unit II 1,410.00000000 LF $4.0(1_____$5,640.00 28 3441.1315 20/C 14 AWG Multi -Conductor Cable TPW- Unit II 835.00000000 LF $7.0(1 $5,845.00 29 3441.1322 3/C 14 AWG Multi -Conductor Cable TPW- Unit II 1,645.00000000 LF $2.2;'j $370TZ 30 3441.1408 NO 6Insulated Elec Condr TPW- Unit II 120.00000000 LF $4.2(! $504.00 31 3441.1409 NO 8 Insulated Elec Condr TPW- Unit II 1,290.00000000 LF $3.5 /($4,515.00 32 3441.1503 Ground Box Type D, w/Apron TPW- Unit II 9.00000000 EA $1,850.0( $16,,65O.00 33 3441.1603 Furnish/Install 10'-14' Ped Pole Assmbly TPW- Unit II 6.00000000 EA $1,425.0( $� 855O.00 34 3441.1613 Furnish/Install Type 45 Signal Pole TPW- Unit II 1.00000000 EA $18,000.01 $18,uuumu 35 3441.1614 Furnish/Install Type 46 Signal Pole TPW- Unit II 1.00000000 EA $16,250.0( $16,250.00 36 3441.1625 Furnish/Install Mast Arm 52' - 60' (56') TPW- Unit II 1.00000000 EA $10,430.00 $10,430.60 37 3441.1625 Furnish/Install Mast Arm 52' - 60' (60') TPW- Unit II 1.00000000 EA $11,480.OU $11,480.60 38 3441.1701 TY 1 Signal Foundation TPW- Unit II 6.00000000 EA $1,500.00_ $9,000.60 39 3441.1704 TY 5 Signal Foundation TPW- Unit II 2.00000000 EA $7,500.OU $15,000.00 40 3441.1715 Signal Cabinet Foundation - 352i & BBU TPW- Unit II 1.00000000 EA $7,650.00- $T65O.60 41 3441.1725 Furnish/Install ATC Signal Controller TPW- Unit II 1.00000000 EA $30,000.00- $30,000.00 42 3441.1771 Furnish/Install 120-240 Volt Single Phase Metered Pedestal TPW- Unit II 1.00000000 EA $8,600.00- $$,600.00 43 3441.1901 Powder Coat Sig Pole and MA 16'-36' TPW- Unit II 1.00000000 EA $2,000.00- $2,000.60 44 3441.1903 Powder Coat Sig Pole and MA 52-60' TPW- Unit II 1.00000000 EA $3,430.00`$3430.60 45 3441.1904 Powder Coat Ped Pole TPW- Unit II 6.00000000 EA $195.OU $1,170.00 46 3441.2002 Dispose of Full Traffic Signal TPW- Unit II 1.00000000 LS $18,800.00 $18,800.60 47 3441.4005 Install Alum Sign Mast Arm Mount TPW- Unit II 8.00000000 EA $925.00F $T400.60 48 9999.0060 TxDOT Signal Pole/Mast Arm Assembly (65') with Luminaire TPW- Unit II 2.00000000 EA $56,500.OU $113,000.00 49 9999.0065 Drill Shaft (Traffic Signal Pole) (48") TPW- Unit II 44.00000000 LF $950.00`$41,800.60 50 9999.0070 Furnish/Install PTZ Camera TPW- Unit II 1.00000000 EA $7,700.00- $7- 0.60 51 9999.0075 Furnish/Install Ethernet Cable TPW- Unit II 90.00000000 LF $3.00- $270.60 52 9999.0080 Furnish/install4G Modem TPW- Unit II 1.00000000 EA $2,900.00- $2,900.00 53 9999.0085 Powder Coat TxDOT 65' Mast Arm and Pole TPW- Unit II 2.00000000 EA $4,400.00- $$,800.00 Change Order Additions Page 4 of 10 TPW - Unit 1 $0.00 TPW- Unit II $691,776.30 Sub Total Additions $691,776.30 Change Order Additions Page 5 of 10 FORTWORTH City of Fort Worth Change Order Deletions Project Name I W Long Ave and Angle Ave Intersection Improvements Client Project # 1 101583 Contractor Reyes Group Ltd. I EIN UES(:RIH I ION 1 U241.U1UU Remove Sidewalk 2 0241.0401 Remove Concrete Drive 3 0241.0402 Remove Asphalt Drive 4 U241.UbUu Remove Fence 5 0241.0800 Remove Riprap 6 0241.1000 Remove Concrete Pavement 7 0241.1506 2" Surface Milling 8 0241.3014 Remove 21" Storm Line 9 0241.4001 Remove 10' Curb Inlet 10 3110.0102 6"-12" Tree Removal 11 3110.0104 18"-24" Tree Removal 12 3110.0105 24" and Larger Tree Removal 13 311U.U111 tree Hrotection 14 3441.4108 Remove Sign Panel and Post 15 9999.0005 Remove 2'-2" Strip Drain 16 0171.0101 Construction Staking 17 3123.0101 Unclassified Excavation by Plan 18 3124.0101 Embankment by Plan 19 3125.0101 SWPPP >_ 1 acre 20 3137.0101 4" Concrete Riprap 21 3211.0113 8" Flexible Base, Type A, GR-1 22 3211.0114 10" Flexible Base, Type A, GR-1 23 3212.0302 2" Asphalt Pavement Type D (pavement overlay 24 3213.0102 7" Conc Pvmt 25 3213.0104 9" Conc Pvmt 26 3213.0202 7" Conc Pvmt HES 27 3213.0204 9" Conc Pvmt HES 28 3213.0301 4" Conc Sidewalk 29 3213.0311 4" Conc Sidewalk, Adjacent to Curb 30 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 31 3213.0322 Conc Curb at Back of Sidewalk 32 3213.0401 6" Concrete Driveway 33 3213.0505 Barrier Free Ramp, Type M-3 34 3213.0506 Barrier Free Ramp, Type P-1 35 3213.0509 Barrier Free Ramp, Type C-2 36 3213.0510 Barrier Free Ramp, Type C-3 37 3232.0100 Conc Ret Wall Adjacent to Sidewalk 38 3232.0202 TxDOT Std Ret Wall - RW 1 (L) B 39 3291.0100 Topsoil 40 3292.0100 Block Sod Placement 41 3292.0400 Seeding, Hydromulch 42 3293.0103 Plant3" Tree 43 3305.0107 Manhole Adjustment, Minor 44 3305.0111 Valve Box Adjustment 45 3305.0114 Manhole Adjustment, Major w/ Cover 46 9999.0007 8" Conc Bus Stop Pad 47 3212.0302 2" Asphalt Pvmt Type D (temporary sidewalk) 48 3217.2104 REFL Raised Marker TY II-C-R 49 3217.3101 Tab Marker TY W 50 3471.0001 Traffic Control 51 3471.0002 Portable Message Sign 52 9999.0015 Removable Paving Marking (W)4"(BRK) 53 9999.0020 Removable Paving Marking (W)4"(SLD) 54 9999.0025 Removable Paving Marking (W)8"(SLD) 55 9999.0030 Removable Paving Marking (W)24"(SLD) 56 9999.0035 Water Filled Longitudinal Barrier 57 9999.0037 Temporary Pedestrian Curb Ramp 58 3301.0012 Post -CCTV Inspection of Storm Drain 59 3305.0109 Trench Safety 60 3341.0201 21" RCP, Class III 61 3349.6001 10' Recessed Inlet 62 3217.0001 4" SLD Pvmt Marking HAS (W) 63 3217.0002 4" SLD Pvmt Marking HAS (Y) 64 3217.0003 4" BRK Pvmt Marking HAS (W) 65 3217.0201 8" SLD Pvmt Marking HAS (W) PMl Brendan McInnes, P.E. I Change Order Submittal # �1� DELETIONS DEPI O I F'W - Unit 1 2,66 .000UUUUu TPW- Unit 1 1,211.000OO000 TPW- Unit 1 257.000OO000 TPW- Unit 1 140.000OO000 TPW- Unit 1 1,035.00000000 TPW- Unit 1 1,557.00000000 TPW- Unit 1 12,059.000OO000 TPW- Unit 1 15.00000000 TPW- Unit 1 1.00000000 TPW- Unit 1 3.000OO000 TPW- Unit 1 2.000OO000 TPW- Unit 1 1.00000000 TPW- Unit I 5.0000000(l TPW- Unit I 2.0000000(r TPW- Unit 1 4.00000000 TPW- Unit I 1.0000000V TPW- Unit 1 1,769.00000000 TPW- Unit 1 179.0000000V TPW- Unit I 1.0000000V TPW- Unit 1 83.0000000V TPW- Unit 1 2,697.0000000V TPW- Unit 1 36.00000000 ) TPW- Unit 1 12,613.00000000 TPW- Unit 1 1,480.00000000 TPW- Unit 1 524.00000000 TPW- Unit 1 304.00000000 TPW- Unit 1 95.00000000 TPW- Unit 1 3,860.00000000 TPW- Unit 1 1,377.00000000 TPW- Unit 1 1,056.00000000 TPW- Unit 1 141.00000000 TPW- Unit 1 1,942.00000000 TPW- Unit 1 3.0000000(1 TPW- Unit 1 11.0000000(A TPW- Unit I 1.0000000(1 TPW- Unit I 1.0000000( I TPW- Unit 1 336.0000000( I TPW- Unit 1 30.0000000( I TPW- Unit 1 646.0000000( I TPW- Unit 1 3,855.0000000(1 TPW- Unit 1 2,114.0000000(1 TPW- Unit 1 16.0000000(1 TPW- Unit 1 8.0000000( I TPW- Unit 1 3.0000000(1 TPW- Unit 1 1.0000000(4 TPW- Unit 1 330.0000000(1 TPW- Unit 1 33.0000000( TPW- Unit 1 60.0000000( TPW- Unit 1 420.0000000( TPW- Unit I 10.0000000( TPW- Unit 1 178.0000000(1 TPW- Unit 1 598.0000000( TPW- Unit 1 2,245.0000000(1 TPW- Unit 1 509.0000000( 1 PW - Unit 1 230.0000000( j TPW- Unit 1 1,104.0000000(l TPW- Unit 1 2.0000000(l TPW- Unit 1 28.0000000(l TPW- Unit 1 28.0000000(l TPW- Unit 1 28.0000000(l TPW- Unit 1 2.00000000 TPW- Unit 1 2,368.0000000( TPW- Unit 1 559.0000000( TPW- Unit 1 675.0000000( TPW- Unit 1 1,200.0000000( I City Sec # 1 57192 1 Inspectorl James Ruiz l Date 1 12/14/2022 1 Unit Unit Cost I otal SF $2.7b $7,337.UU SF $5.2� $V35M SF $4.00`$1,028.00 LF $5.00` $700.00 SF $2.00` $2,070.00 SY $15.OU $23,355.00 SY $3.7� $45,229.25 LF $80.0U $1,200.00 EA $1,700.00- $1,700.00 EA $400.00`$1,200.00 EA $900.00- $1,800.00 EA $1,200.00`$1,200.00 EA $127.50- $637.50 EA $103.2� $206.50 EA $1,069.5U $4,278.00 LS $44,163.7� 144,163.75 CY $33.5U $59,261.50 CY $52.00- $9,308.00 LS $4,472.50- $4,472.50 SY $62.50- $5,187.50 SY $17.00`-----$45,849.00 SY $37.7� $1,3b9.00 SY $13.00` f61,969.00 SY $84.25 $124,690.00 SY $103.2� $54,103.00 SY $90.75 $27,588.00 SY $128.00 $12--%T 0 SF $6.7� $2fi3Ob5.00 SF $16.00- $22,032.00 SF $14.00 $14,784.00 LF $10.50`$1,480.50 SF $11.00`$21,362.00 EA $2,891.5U $8,674.50 EA $2,928.7� $32,216.25 EA $3,061.26 $3,061.25 EA $3,945.00`$3,945.00 SF $26.00`$8,73600 SF $163.50`$4,905.00 CY $61.2� $39,567.50 SY $5.7� $22,166.25 SY $1.SU` $3,171.00 EA $978.5U $15,656.00 EA $355.50- $2,844.00 EA $635.25 $1,905.75 EA $3,146.2� $3,146.25 SF $9.75 $3,217.50 SY $44.00`$1,452.00 EA $5.50- $330.00 EA $4.OU $1,680.00 MO $3,650.5U`----$36,305.D0 WK $386.50`$68797.00 LF $1.50- $897.00 LF $1.5U $3,367.50 LF $3.2� $1,654.25 LF $15.5U $3,565.00 LF $23.00------$25-,392-.00 EA $3,650.OU $7,300.00 LF $54.7� $1,533.00 LF $2.50- $70.00 LF $187.5U`$5,250.00 EA $9,440.00`$T8880.00 LF $1.25 $2,960.00 LF $1.2� $698.75 LF $1.2� $843.75 LF $2.7� $3,300.00 Change Order beletions Page 6 of 10 66 3217.0501 24" SLD Pvmt Marking HAE (W) TPW- Unit 1 1,721.00000000 LF 67 3217.1002 Lane Legend Arrow TPW- Unit 1 8.00000000 EA 68 3217.1004 Lane Legend Only TPW- Unit 1 8.00000000 EA 69 3217.1005 Lane Legend Bus Lane TPW- Unit 1 2.00000000 EA 70 3217.2103 REFL Raised Marker TY II -A -A TPW- Unit 1 4.00000000 EA 71 3217.2104 REFL Raised Marker TY II-C-R TPW - Unit I 68.000OOOOU EA 72 9999.0040 8" DOT PVMT MARKING HAS (W) TPW- Unit 1 72.00000000 LF 73 9999.0045 18" YIELD TRIANGLE HAE (W) (125MIL) TPW - Unit 1 9.000OOOOU EA 74 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. TPW- Unit 1 17.00000000 EA 75 3441.4110 Remove and Reinstall Sign Panel and Post TPW- Unit 1 4.00000000 EA TPW - Unit I TPW- Unit II $13.00 $22 373.80 $274.0(1 $2 132-M $318.5(1-----$2 548-M $586.25 $1,172.50 $5.5T $22.W $5.511 $374.00 $2.75 $198.00 $57.25 $515.25 $383.0(1 $fi,519.W $235.75 $943.W $1,110,652.00 $0.00 Sub Total Deletions $1,110,652.00 Change Order Deletions Page 7 of 10 FORTWORTH City of Fort Worth Change Order Deletions Project Name I W Long Ave and Angle Ave Intersection Improvements Client Project # 1 101583 Contractor Reyes Group Ltd. PMl Brendan McInnes, P.E. I Change Order Submittal # �1� I City Sec # 1 57192 1 Inspectorl James Ruiz l Date 1 12/14/2022 1 DELETIONS I EIM UESI:RIP I IUN UEP I U Unit Unit Cost I otal 1 26U5.U111 Furnishllnstall Elec Sery Pedestal I PW - Unit II 1. UUUUUUU EA $7,645.2b $7,64b.2b 2 2605.3118 Furnish/Install Conduit -Schedule 80 PVC 2 Inch Open Cut TPW- Unit II 830.00000000 LF $29.2� $24,277.5b 3 2605.3119 Furnish/Install Conduit -Schedule 80 PVC 2 Inch Bore TPW- Unit II 315.00000000 LF $35.7� $t1,2 TZ 4 3441.1501 Ground Box Type B TPW- Unit II 6.00000000 EA $1,006.50-_____$6,039.06 5 3441.1645 Furnish/Install Type 33A Arm TPW- Unit II 14.00000000 EA $556.7� S7 79439 6 3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 4 TPW- Unit II 17.000OO000 EA $694.5U $11,806.50 7 3441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8 TPW- Unit II 8.00000000 EA $1,936.7� $1b,494.06 8 3441.3352 Furnish/Install Rdway Ilium TY 18 Pole TPW- Unit II 8.000OO000 EA $2,589.25 $20,714.00 9 3441.3401 6-6-6 Triplex Alum Elec Conductor TPW- Unit II 1,345.00000000 LF $4.SU $fi3Ob2.5b 10 9999.0050 Remove Luminaire TPW- Unit II 1.00000000 EA $191.2� $19935 11 9999.0055 Remove Street Light Pole TPW- Unit II 4.00000000 EA $446.00F $1,784.06 12 2605.3015 2" CONDT PVC SCH 80 (T) TPW- Unit II 50.00OOOOOU LF $31.7� 13 2605.3016 2" CONDT PVC SCH 80 (B) TPW- Unit II 625.00000000 LF $38.2� ____T23,906Z 14 2605.3025 3" CONDT PVC SCH 80 (T) TPW- Unit II 195.00000000 LF $39.50- $7-_1 U 15 2605.3033 4" CONDT PVC SCH 80 (T) TPW- Unit II 120.000OO000 LF $48.5U $5,820.00 16 2605.3034 4" CONDT PVC SCH 80 (B) TPW- Unit II 625.00000000 LF $54.7� $34,21875 17 3441.1001 3-Sect Signal Head Assmbly TPW- Unit II 14.000OO000 EA $1,287.OU $18,018.00 18 3441.1011 Ped Signal Head Assmbly TPW- Unit II 8.00000000 EA $923.7� $T,39i W 19 3441.1031 Audible Pedestrian Pushbutton Station TPW- Unit II 8.00000000 EA $900.7� $7,206.66 20 3441.1209 Furnish/Install BBU System EXT Mounted TPW- Unit II 1.00000000 EA $8,690.00`______$8,690.66 21 3441.1215 Furnish/Install Hybrid Detection System TPW- Unit II 4.00000000 APR $9,206.0U-_____$36, 224-M 22 3441.1217 Furnish/Install Hybrid Detection Cable TPW- Unit II 1,152.00000000 LF $3.50-______$4,032.66 23 3441.1220 Furnish/Install Model 711 Preemption Detector TPW- Unit II 4.000OO000 EA $1,078.0U-______$4,312.06 24 3441.1224 Furnish/Install Preemption Cable TPW- Unit II 1,152.000OO000 LF $2.75 $3,168.00 25 3441.1311 5/C 14 AWG Multi -Conductor Cable TPW- Unit II 742.00000000 LF $2.2� 26 3441.1312 7/C 14 AWG Multi -Conductor Cable TPW- Unit II 326.000OO000 LF $2.75 $896.50 27 3441.1314 1 O/C 14 AWG Multi -Conductor Cable TPW- Unit II 1,410.00000000 LF $3.50-______$4435W 28 3441.1315 20/C 14 AWG Multi -Conductor Cable TPW- Unit II 835.00000000 LF $6.2� $52T675 29 3441.1322 3/C 14 AWG Multi -Conductor Cable TPW- Unit II 1,645.00000000 LF $2.00`_____$3,29i).66 30 3441.1408 NO 6 Insulated Elec Condr TPW- Unit II 120.00000000 LF $3.7� $45i1.66 31 3441.1409 NO 8 Insulated Elec Condr TPW- Unit II 1,290.00000000 LF $3.00- $3,870.66 32 3441.1503 Ground Box Type D, w/Apron TPW- Unit II 9.00000000 EA $1,647.50 $14,82TW 33 3441.1603 Furnish/Install 10'-14' Ped Pole Assmbly TPW- Unit II 6.000OO000 EA $1,270.25 $7,621.50 34 3441.1613 Furnish/Install Type 45 Signal Pole TPW- Unit II 1.000OO000 EA $16,063.7� $T6,083.75 35 3441.1614 Furnish/Install Type 46 Signal Pole TPW- Unit II 1.000OO000 EA $14,495.25 $14,495.25 36 3441.1625 Furnish/Install Mast Arm 52' - 60' (56') TPW- Unit II 1.00000000 EA $9,309.2� $9,309.25 37 3441.1625 Furnish/Install Mast Arm 52' - 60' (60') TPW- Unit II 1.00000000 EA $10,242.00`$10,242.60 38 3441.1701 TY 1 Signal Foundation TPW- Unit II 6.00000000 EA $1,306.00-_____$7 ,836.60 39 3441.1704 TY 5 Signal Foundation TPW- Unit II 2.00000000 EA $6,718.7� $13,43TW 40 3441.1715 Signal Cabinet Foundation - 352i & BBU TPW- Unit II 1.00000000 EA $6,825.7� $6,825.75 41 3441.1725 Furnish/Install ATC Signal Controller TPW- Unit II 1.00000000 EA $26,530.0U`$26,530.60 42 3441.1771 Furnish/Install 120-240 Volt Single Phase Metered Pedestal TPW- Unit II 1.000OO000 EA $7,645.25 $7,645.25 43 3441.1901 Powder Coat Sig Pole and MA 16'-36' TPW- Unit II 1.00000000 EA $1,784.00- $1,784.60 44 3441.1903 Powder Coat Sig Pole and MA 52-60' TPW- Unit II 1.000OO000 EA $3,064.5U $3,064.50 45 3441.1904 Powder Coat Ped Pole TPW- Unit II 6.000OO000 EA $172.00 $1,032.60 46 3441.2002 Dispose of Full Traffic Signal TPW- Unit II 1.000OOOOU LS $16,758.25 $16,758.25 47 3441.4005 Install Alum Sign Mast Arm Mount TPW- Unit II 8.00000000 EA $819.2� $6,554.60 48 9999.0060 TxDOT Signal Pole/Mast Arm Assembly (65') with Luminaire TPW- Unit II 2.00000000 EA $50,315.50- ____$T00,639.60 49 9999.0065 Drill Shaft (Traffic Signal Pole) (48") TPW- Unit II 44.00000000 LF $834.50`$36718.60 50 9999.0070 Furnish/Install PTZ Camera TPW- Unit II 1.00000000 EA $6,817.00`$6,8TM 51 9999.0075 Furnish/Install Ethernet Cable TPW- Unit II 90.00000000 LF $2.50`$225.60 52 9999.0080 Furnish/Install4G Modem TPW- Unit II 1.00000000 EA $2,586.50`$2,586.50 53 9999.0085 Powder Coat TxDOT 65' Mast Arm and Pole TPW- Unit II 2.000OO000 EA $3,849.25 $7,698.50 Change Order beletions Page is of 10 TPW - Unit 1 $0.00 TPW - Unit II $614,967.00 Sub Total Deletions $614,967.00 Change Order Deletions Page 9 of 10 M/SBE for this Change Order MISBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders CO # DATE I AMOUNT Total I $0.00 I M&C Review Page 1 of 2 CITY COUNCIL AGENDA Create New From This M&C DATE: 12/13/2022 REFERENCE **M&C 22- NO.: 1051 LOG NAME: CODE: C TYPE: CONSENT PUBLIC HEARING: Official site of the City of Fort Worth, Texas F� RT,�m 20LONG AND ANGLE CONSTRUCTION CHANGE ORDER 01 NO SUBJECT: (CD 2) Authorize Execution of Change Order Number 1 in the Amount of $323,125.00 to the Contract with Reyes Group Ltd., for the Construction of Paving, Drainage, and Traffic Signal Improvements for West Long and Angle Avenue Intersection Improvements Project for a Revised Contract Amount of $2,048,744.00 (2018 Bond Program) RECOMMENDATION: It is recommended that the City Council authorize the execution of Change Order Number 1 in the amount of $323,125.00 City Secretary Contract Number 57192 with Reyes Group Ltd., for the construction of paving, drainage, and traffic signal improvements for West Long and Angle Avenue Intersection Improvements Project for a revised contract amount of $2,048,744.00 (City Project No. 101583). DISCUSSION: On December 14, 2021, Mayor and Council Communication (M&C) 21-0979, the City Council authorized a contract with Reyes Group Ltd. in the amount of $1,725,619.00 for the construction of paving, drainage, and traffic signal improvements for the W Long and Angle Avenue Intersection Improvements Project (City Secretary Contract Number 57192, City Project No. 101583). The anticipated construction start date was February 2, 2022. Construction start was delayed to July 25, 2022, pending completion of the overlapping water replacement project Water Department work was required to be completed prior to intersection reconstruction due to conflicting traffic control requirements. The intersection project also resurfaces the areas within the project limits that were open -cut by the prior project through the intersection Summary of Construction Services for Contract No. 57192 Total Contract Description Amount Contract M&C Amount Awarded Execution of a Contract Construction Contract Construction Change of paving, Order 1 drainage, and traffic signal improvements $1,725,619.00 $1,725,619.00 0979 $323,125.00 $2,048,744.00 his Funding is budgeted in the 2018 Bond Program Fund for the purpose of funding the W Long Ave & Angle Ave project. This project is included in the 2018 Bond Program. Available resources within the General Fund will http://apps.cfwnet.org/council_packet/mc review.asp?ID=30604&councildate=12/13/2022 12/14/2022 M&C Review Page 2 of 2 be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-2018) and subsequent actions taken by the Mayor and Council. Reyes Group Ltd. agrees to maintain its initial M/WBE commitment of 20\% that it made on the original contract and extend and maintain that same M/WBE commitment of 20\% inclusive of this Change Order No. 1. Therefore, Reyes Group, Inc. remains in compliance with the City's M/WBE Ordinance and attests to its commitment by its signature on the Acceptance of Previous M/WBE Commitment form executed by an authorized representative of its company. This project is located in COUNCIL DISTRICT 2 FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2018 Bond Program Fund for the W Long Ave & Angle Ave project to support the approval of the above recommendation and execution of contract. Prior to expenditures being made, the Transportation and Public Works Department has the responsibility to validate the availability of funds. TO Fund I Department Account Project Program Activity Budget Reference # I Amount ID ID I I Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) Submitted for Citv Manager's Office bv: William Johnson (5806) Oriciinatinci Department Head: Additional Information Contact: ATTACHMENTS Lauren Prieur (6035) Monty Hall (8662) 201-onci and Angle Constructions Change order 1.docx (CFW Internal) FID TABLE - 101583.XLSX (CFW Internal) Form 1295 Certificate Updated 9-26-22.0f (CFW Internal) Long and Angle Intersection Improvements -Meeting Mao.odf (Public) MWBE Commitment Form.ndf (CFW Internal) Reyes Group Ltd.pdf (CFW Internal) http://apps.cfwnet.org/council_packet/mc review.asp?ID=30604&councildate=12/13/2022 12/14/2022 101583-CNCO-Construction Change Order No. 1 — West Angle and Long Ave Final Audit Report 2023-01-04 Created: 2022-12-22 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAS02gLDlzyMrmOgVVxBftPr54pTj1-Sv7 "101583-CNCO-Construction Change Order No. 1 —West Angle and Long Ave" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2022-12-22 - 6:52:27 PM GMT- IP address: 204.10.90.100 Document emailed to Misty.Davila@fortworthtexas.gov for filling 2022-12-22 - 7:08:41 PM GMT Document emailed to marcosg@reyesgroup.com for signature 2022-12-22 - 7:08:42 PM GMT Document emailed to james.ruiz@fortworthtexas.gov for signature 2022-12-22 - 7:08:42 PM GMT Document emailed to brendan.mcinnes@fortworthtexas.gov for signature 2022-12-22 - 7:08:42 PM GMT Email viewed by james.ruiz@fortworthtexas.gov 2022-12-22 - 7:29:57 PM GMT- IP address: 23.116.84.8 1S6 Signerjames.ruiz@fortworthtexas.gov entered name at signing as James Ruiz 2022-12-22 - 7:30:27 PM GMT- IP address: 23.116.84.8 Document e-signed by James Ruiz (james.ruiz@fortworthtexas.gov) Signature Date: 2022-12-22 - 7:30:29 PM GMT - Time Source: server- IP address: 23.116.84.8 Email viewed by Misty.Davila@fortworthtexas.gov 2022-12-22 - 7:54:40 PM GMT- IP address: 204.10.90.100 r`s Signer Misty. Davila@fortworthtexas.gov entered name at signing as Misty Monique Davila 2022-12-22 - 7:55:14 PM GMT- IP address: 204.10.90.100 FoRTWORTHa I Powe-"Y Adobe Acrobat Sign =; Form filled by Misty Monique Davila (Misty.Davila@fortworthtexas.gov) Form filling Date: 2022-12-22 - 7:55:16 PM GMT - Time Source: server- IP address: 204.10.90.100 Email viewed by brendan.mcinnes@fortworthtexas.gov 2022-12-22 - 8:08:33 PM GMT- IP address: 132.147.145.82 6% Signer brendan.mcinnes@fortworthtexas.gov entered name at signing as Brendan McInnes 2022-12-22 - 8:09:29 PM GMT- IP address: 132.147.145.82 L'6 Document e-signed by Brendan McInnes (brendan.mcinnes@fortworthtexas.gov) Signature Date: 2022-12-22 - 8:09:31 PM GMT - Time Source: server- IP address: 132.147.145.82 Email viewed by marcosg@reyesgroup.com 2022-12-22 - 8:21:15 PM GMT- IP address: 173.165.87.241 i�5'o Signer marcosg@reyesgroup.com entered name at signing as Marcos G Reyes 2022-12-22 - 9:34:28 PM GMT- IP address: 173.165.87.241 gip. Document e-signed by Marcos G Reyes (marcosg@reyesgroup.com) Signature Date: 2022-12-22 - 9:34:30 PM GMT - Time Source: server- IP address: 173.165.87.241 Document emailed to Chad.Allen@fortworthtexas.gov for signature 2022-12-22 - 9:34:32 PM GMT Email viewed by Chad.Allen@fortworthtexas.gov 2022-12-22 - 11:17:33 PM GMT- IP address: 204.10.90.100 c Signer Chad.Allen@fortworthtexas.gov entered name at signing as Chad Allen 2022-12-23 - 5:56:35 PM GMT- IP address: 204.10.90.100 Document e-signed by Chad Allen (Chad.Allen@fortworthtexas.gov) Signature Date: 2022-12-23 - 5:56:37 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Lissette.Acevedo@fortworthtexas.gov for signature 2022-12-23 - 5:56:39 PM GMT Email viewed by Lissette.Acevedo@fortworthtexas.gov 2022-12-28 - 6:02:14 PM GMT- IP address: 40.94.29.254 Email viewed by Lissette.Acevedo@fortworthtexas.gov 2022-12-30 - 6:05:12 PM GMT- IP address: 40.94.28.254 Email viewed by Lissette.Acevedo@fortworthtexas.gov 2023-01-03 - 5:33:52 PM GMT- IP address: 204.10.90.100 c Signer Lissette.Acevedo@fortworthtexas.gov entered name at signing as Lissette Acevedo, P.E. 2023-01-03 - 5:34:49 PM GMT- IP address: 204.10.90.100 FoRTWORTHa I Powe-"Y Adobe Acrobat Sign d© Document e-signed by Lissette Acevedo, P.E. (Lissette.Acevedo@fortworthtexas.gov) Signature Date: 2023-01-03 - 5:34:51 PM GMT - Time Source: server- IP address: 204.10.90.100 124 Document emailed to Michael.Owen@fortworthtexas.gov for signature 2023-01-03 - 5:34:53 PM GMT Email viewed by Michael.Owen@fortworthtexas.gov 2023-01-04 - 2:08:42 AM GMT- IP address: 204.10.90.100 GS© Signer Michael.Owen@fortworthtexas.gov entered name at signing as Michael Owen 2023-01-04 - 2:09:48 AM GMT- IP address: 204.10.90.100 00 Document e-signed by Michael Owen (Michael.Owen@fortworthtexas.gov) Signature Date: 2023-01-04 - 2:09:50 AM GMT - Time Source: server- IP address: 204.10.90.100 124 Document emailed to Lauren.Prieur@fortworthtexas.gov for signature 2023-01-04 - 2:09:51 AM GMT Email viewed by Lauren.Prieur@fortworthtexas.gov 2023-01-04 - 2:57:43 AM GMT- IP address: 108.209.194.42 &0 Signer Lauren.Prieur@fortworthtexas.gov entered name at signing as Lauren Prieur 2023-01-04 - 2:58:12 AM GMT- IP address: 108.209.194.42 GS© Document e-signed by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) Signature Date: 2023-01-04 - 2:58:14 AM GMT - Time Source: server- IP address: 108.209.194.42 P4 Document emailed to Priscilla.Ramirez@fortworthtexas.gov for approval 2023-01-04 - 2:58:16 AM GMT 2+ Document emailed to Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) for approval 2023-01-04 - 2:26:00 PM GMT f) Email viewed by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2023-01-04 - 2:42:39 PM GMT- IP address: 204.10.90.100 t3o Document approved by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Approval Date: 2023-01-04 - 2:42:47 PM GMT - Time Source: server- IP address: 204.10.90.100 L�� Document emailed to Douglas.Black@fortworthtexas.gov for signature 2023-01-04 - 2:42:48 PM GMT e43 Andrea Munoz (Andrea. M u noz@fortworthtexas.gov) added alternate signer Richard.McCracken@fortworthtexas.gov. The original signer Douglas.Black@fortworthtexas.gov can still sign. 2023-01-04 - 2:48:27 PM GMT- IP address: 204.10.90.100 124 Document emailed to Richard.McCracken@fortworthtexas.gov for signature 2023-01-04 - 2:48:28 PM GMT FoRTWORTHa I P—e-"Y Adobe Acrobat Sign Email viewed by Richard.McCracken@fortworthtexas.gov 2023-01-04 - 3:01:53 PM GMT- IP address: 204.10.90.100 Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) added alternate signer jeremy.anatomensah@FortWorthTexas.gov. The original signer Richard.McCracken@fortworthtexas.gov can still sign. 2023-01-04 - 5:16:50 PM GMT- IP address: 204.10.90.100 Document emailed to jeremy.anatomensah@FortWorthTexas.gov for signature 2023-01-04 - 5:16:51 PM GMT Email viewed by jeremy.anatomensah@FortWorthTexas.gov 2023-01-04 - 5:24:13 PM GMT- IP address: 204.10.90.100 Document canceled by Andrea Munoz (Andrea. M unoz@fortworthtexas.gov) 2023-01-04 - 6:58:27 PM GMT- IP address: 204.10.90.100 FoRTWORTHS I P-e-"Y Adobe Acrobat Sign 101583-CNCO-Construction Change Order No. 1 — West Angle and Long Ave Interim Agreement Report 2023-01-05 Created: 2023-01-04 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Out for Approval Transaction ID: CBJCHBCAABAA7-JhQYzn077gEhlwsFpeHZlQ6evetKl8 Agreement History Agreement history is the list of the events that have impacted the status of the agreement prior to the final signature. A final audit report will be generated when the agreement is complete. "101583-CNCO-Construction Change Order No. 1 —West Angle and Long Ave" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2023-01-04 - 7:08:40 PM GMT- IP address: 204.10.90.100 Document emailed to Jeremy.AnatoMensah@fortworthtexas.gov for signature 2023-01-04 - 7:15:34 PM GMT Email viewed by Jeremy.AnatoMensah@fortworthtexas.gov 2023-01-04 - 7:34:45 PM GMT- IP address: 204.10.90.100 Signer Jeremy.AnatoMensah@fortworthtexas.gov entered name at signing as Jeremy Anato-Mensah 2023-01-04 - 7:35:30 PM GMT- IP address: 204.10.90.100 Document e-signed by Jeremy Anato-Mensah (Jeremy.AnatoMensah@fortworthtexas.gov) Signature Date: 2023-01-04 - 7:35:32 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to William.Johnson@fortworthtexas.gov for signature 2023-01-04 - 7:35:33 PM GMT Email viewed by William.Johnson@fortworthtexas.gov 2023-01-04 - 8:41:53 PM GMT- IP address: 204.10.90.100 o Signer William.Johnson@fortworthtexas.gov entered name at signing as William Johnson 2023-01-04 - 8:43:18 PM GMT- IP address: 204.10.90.100 FORTWORTH. I Paw "'Y Adobe Acrobat Sign o Document e-signed by William Johnson (William.Johnson@fortworthtexas.gov) Signature Date: 2023-01-04 - 8:43:20 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Melissa Brunner (melissa.brunner@fortworthtexas.gov) for approval 2023-01-04 - 8:43:22 PM GMT Email viewed by Melissa Brunner (melissa.brunner@fortworthtexas.gov) 2023-01-04 - 9:10:43 PM GMT- IP address: 204.10.90.100 FORTWORTH. I Paweredby Adobe Acrobat Sign FORT WORTH,,, Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Construction Change Order No. 2 — West Angle and Long Ave M&C: 21-0979 CPN: 101583 CSO: 57192 DOC#: 1 Date: To: Name Department Initials Date Out 1. Bus. Support Partner — Alexiz TPW-initial JL- May 12, 2023 2. Marcos Reyes — Contractor Contractor „44L' May 12, 2023 3. James Ruiz - Inspector TPW - sign— May 12, 2023 4. Brendan McInnes — Project Manger TPW-initial o� May 12, 2023 5. Chad Allen — Contract Compliance Mngr TPW - sign CA May 15, 2023 5. Chad Allen — Program Manager TPW - sign May 15, 2023 6. Lissette Acevedo — Senior CPO TPW - sign May 16, 2023 7. Michael Owen — Interim Asst. Director TPW - sign May 16, 2023 8. Lauren Prieur — Director TPW - sign May 16, 2023 9. Doug Black — City Attorney Legal - sign May 17, 2023 10. William Johnson - ACM CMO - sign May 17, 2023 H. Jannette Goodall - CSO CSO - sign is, 18, 2023 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ®No NEXT DAY: ❑YES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts(dforiworthtexas.aov, for pick up when completed; list "Please call Brendan Cad ext # 2617 for questions. Thank you. " CSC No. 57192-CO2 City of Fort Worth Change Order Request Project Namel W Long Ave and Angle Ave Intersection Improvements I City Sec # I 57192 Client Project #(s)l 101583 Project Description) Improvements include a multi -lane roundabout, minor storm drain improvements and pedestrian facilities such as sidewalks and American Disability (ADA) ramps. Contractorl City Project Mgr.l Reyes Group Ltd. Brendan McInnes, P.E. Dept. Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in MC Process) Contract Cost to Date Amount of Proposed Change Order Revised Contract Amount Original Funds Available for Change Orders Remaining Funds Available for this CO Additional Funding (if necessary) I� Change Order#I I TPW-Unit 1 TPW-Unit 2 $1,110,652.00 $614,967.00 $1,356,967.70 $691,776.30 $1,110,652.00 $614,967.00 $0.00 $0.00 Date 4/26/2023 City Inspector James Ruiz $1,356,967.70 $691,776.30 $38,910.26 $12,739.18 $1,395,877.96 $704,515.48 $111,065.20 $61,496.70 $0.00 $0.00 $38,910.26 $12,739.18 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OFORIGINAL CONTRACT MAXALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) Contract Time Totals (CD) $1,725,619.00 310 $2,048,744.00 180 $1,725,619.00 $2,048,744.00 490 $51,649.44 0 $2,100,393.44 490 $172,561.90 $51,649.44 21.72% $2,157,023.75 The SW corner of the intersection received development (gas station) after the final plans were approved and bid but prior to construction beginning. After construction began, Contractor surveyed the proposed project improvements and noted the conflicts that were present. Contractor also started drilling the signal shafts for the project. During construction of the shaft, it was noticed that ground water was present in the shaft location. The shaft installation was halted until a solution was received. As part of the redesign needed to clear the conflicts from the development, the signal shaft was moved due to sidewalk adjustments needed to keep a new retaining wall and revised sidewalks on the ROW. The existing drilled shaft hole was abandoned, and signal contractor was required to mobilize an additional time to place the shaft in the new location. Additionally, during construction existing pavement and curbs were noticed to be failing after the asphalt surface was milled. Those locations were directed to be removed and replaced to correct the issues prior to the asphalt overlay at the end of the project. Pavement markings were adjusted to remove bus turn lanes after confirmation with Trinity Metro that the bus routes no longer service locations in the plans along Long Ave. Cost: Contractor has submitted cost based on mobilization and rework associated with the drilled shaft being relocated after the hole was started. The backup data has been reviewed and determined to be fair and reasonable. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Nam Contractor (Name) Contract Signature Reyes Group, Ltd. Marcos G Reyes p May 12, 2023 nspector/Inspection Supervisor P Date Project and Contract Compliance Manager WS Date May 12, 2023 Q�_7^G__, W� 1111, May 15, 2023 Date Senior Capital Project Officer Date p May Q.4 _ _ �, May 16, 2023 sistant Director (Dept) Date Director, Contracting Department (Dept) Date May 16, 2023 May 16, 2023 Assistant City Attorney Date Assistant City Manager Date ' I >Biack,may 17,— aas cI, May 17, 2023 May 17, 2023 Council Actio MC Number I I MC Date Approved ATTEST: �_ A .flaw.+ Jannette Goodall, City Secretary City of Fort Worth Change Order Additions Project Name I W Long Ave and Angle Ave Intersection Improvements I City Sec # 1 57192 1 Client Project # 101583 1 Contractorl Reyes Group Ltd. I PMI Brendan McInnes, P.E. I Inspectorl James Ruiz Change Order Submittal # 0 Date 1 4/26/2023 1 ADDITIONS ITEM UESCRIPIIUN UEPI Uty Unit Unit Cost total 1 6 U241.1000 Remove Concrete Pavement I PW - Unit 1 89.23/uuuuU 5Y $1 /.UU $1,51 /.U31 21 3211.0113 8" Flexible Base, Type A, GR-1 TPW - Unit 1 125.62900000 SY $24.OU $3,015.101 24 3213.0102 7" Conic Pvmt TPW - Unit 1 30.82300000 SY $90.00 $2,774.071 25 3213.0104 9" Conic Pvmt TPW - Unit 1 121.75900000 SY $120.OU $14,611.081 26 3213.0202 7" Conc Pvmt PIES TPW - Unit 1 24.35400000 SY $100.00 $2,435.401 30 3213.0321 Conic Sidewalk, Adjacent to Rat Wall TPW - Unit 1 86.00000000 SF $14.OU $1,204.001 31 3213.0322 Conic Curb at Back of Sidewalk TPW - Unit 1 118.91600000 LF $11.00 $1,308.081 32 3213.0401 6" Concrete Driveway TPW - Unit 1 64.00000000 SF $12.OU $768.001 34 3213.0506 Barrier Free Ramp, Type P-1 TPW - Unit 1 1.00000000 EA $3,300.00 $3,300.001 37 3232.0100 Conic Rat Wall Adjacent to Sidewalk TPW - Unit 1 252.00000000 SF $29.OU $7,308.001 39 3291.0100 Topsoil TPW - Unit 1 12.00000000 CY $72.00 $864.001 40 3292.0100 Block Sod Placement TPW - Unit 1 76.00000000 SY $8.25 $627.001 62 3217.0001 4" SLID Pvmt Marking HAS (W) TPW - Unit 1 196.00000000 LF $1.5( $294.001 65 3217.0201 8" SLID Pvmt Marking HAS (W) TPW - Unit 1 43.000OOOOU LF $3.5(. $150.501 76 3213.0507 Barrier Free Ramp, Type P-2 TPW - Unit 1 2.00000000 EA $3,300.0(1 $6,600.001 12 2605.3015 2" CONDT PVC SCH 80 (T) TPW - Unit 2 30.00000000 EA $35.5(1 1 $1,065.001 15 2605.3033 4" CONDT PVC SCH 80 (T) TPW - Unit 2 50.00000000 EA $55.0(1 $2,750.001 17 3441.1001 3-Sect Signal Head Assmbly TPW - Unit 2 1.00000000 EA $1,450.0(1 $1,450.001 25 3441.1311 5/C 14 AWG Multi -Conductor Cable TPW - Unit 2 14.00000000 LF $2.5(1 $35.001 29 3441.1322 3/C 14 AWG Multi -Conductor Cable TPW - Unit 2 20.00000000 LF $2.2' i $45.001 54 9999.0000 48in Drilled Shaft Abandonment and Relocation TPW - Unit 2 1.0000000U LS $10,514.19 $10,514.181 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 TPW -Unit 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 $46,776.261 TPW - Unit 2 $15,859.181 Change Order Additions Page 2 of 5 i Sub Total Additions $62,635.441 Change Order Additions Page 3 of 5 FORTW R_TH City of Fort Worth Change Order Deletions Project Name I W Long Ave and Angle Ave Intersection Improvements City Sec # 1 57192 1 Client Project# 1 101583 1 Contractor) Reyes Group Ltd. I PMI Brendan McInnes, P.E. Inspectorl James Ruiz Change Order Submittal # 0 Date 1 4/26/2023 DELETIONS IIEM UESCRIPIIUN UEPI Uty Unit Unit Cost total 1 27 3213.0204 9" Cone Pvmt HES TPW - Unit 1 95.000OO000 SY $142.OU $13,490.001 28 3213.0301 4" Cone Sidewalk TPW - Unit 1 159.00000000 SF $7.OU $1,113.001 29 3213.0311 4" Cone Sidewalk, Adjacent to Curb TPW - Unit 1 66.00000000 SF $18.00 $1,188.001 31 3213.0322 Cone Curb at Back of Sidewalk TPW - Unit 1 41.00000000 LF $11.0U $451.001 32 3213.0401 6" Concrete Driveway TPW - Unit 1 68.00000000 SF $12.00 $816.001 38 3232.0202 TxDOT Std Rat Wall - RW 1 (L) B TPW - Unit 1 10.00000000 SF $185.OU $1,850.001 68 3217.1004 Lane Legend Only TPW - Unit 1 2.00000000 LF $500.00 $1,000.001 69 3217.1005 Lane Legend Bus Lane TPW - Unit 1 2.00OOOOOU LF $625.OU $1,250.001 72 9999.0040 8" DOT PVMT MARKING HAS (W) TPW- Unit 1 72.00000000 LF $2.75 $198.001 1 33 3441.1603 Furnish/Install 10' -14' Ped Pole Assmbly TPW - Unit 2 1.00000000 EA $1,425.00 I 1 $1,425.001 38 3441.1701 TY 1 Signal Foundation TPW- Unit 2 1.0000000U EA $1,500.OU $1,500.001 45 3441.1904 Powder Coat Ped Pole TPW- Unit 2 1.00000000 EA $195.00 $195.001 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 TPW-)Jnit1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I $7,866.001 TPW- Unit 2 $3,120.001 Sub Total Deletions $10,986.00 Change Order Deletions Page 4 of 5 M/SBE for this Change Order M/SBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders Co# DATE I AMOUNT 1 /5/2023 $323,125.00 Total I $323,125.00 1 I DFl,OL 1il U1 DLAW TIT. SUN- I REVISIONS BIOL IST DESCRIPTION SPECIFICATION UNIT OF SHEET Fy pJ oLscvr*iox oa.E I TEN NO. SECTION N0. EASUIE 1 OF I TOTAL 11ei d 0 IT NS AND 0 r uvOATF BI TNEDESIGN D9/2e/x 0241. 01GO N- SloeMalk O2 41 13 SF 2. 668 2. fifi8 I' 44 RFI OIESIDEWALK P]/Ofi/21 2 0241.0401 ve Concrete Drlve Oz 4 13 SF 1, 211 1, Y11 - 3 4 02+1.04@ R A:-Il Dave OY 41 IS 0241.0500 Renave Felice 02 41 13 SF LF "I 140 xsT 140 S 0291. 0e0D F- Ni- 02 41 13 w 1,OSS 1,0]S 1000 gamova Concrete PovallNn1 02 41 IS SY I, 55T 1,55T TRAFFIC CONTROL OUANTITY SUWARY T 0241. 1506 2' Surface 1'.".1 q 02 41 15 SY 12. 059 12.059 BIDLISi OF SPECIFICATION NIT D< 8 0241. 3014 Remyve 21• Storm Line 02 41 t A, 15 15 ITE4 N0. DESCRIPTION SECTION N0. MEAT TOTAL 9 02+1. A".' ve 10' Curp Intel 02 4 EA I 4T 3212. 0]02 2" A 1 Pvmt iyce D (TeApprarY Sipewlkl )Y 12 16 sY 33 1 10 3,10.0102 6 2" Trce Reoovol 31 ,0 00 EA 3 3 I 46 321 T. 2104 REFL ROT eeo Morker Tr 11-C-R 32 IT 23 EA fi0 I 3110.0109 18'-25' Tree R4mpval 31 ,0 DO EA 2 2 I 49 321T.3101 TOO Yorker IT N 32 ,T 23 EA 420 1 12 3110. 0105 24' aro Larwr Tree Removal 31 t0 00 EA 1 50 34 i1. 0001 p COnirol 34 T 13 NO 10 I ,] 3110 .0„1 1 3, 10 DO EA 5 5 1 sl ]1 T1. GO Portable Meseace SIOn 34 71 13 ITS 1 14 3441. 4106 Rrenaver5l p,tPonel ono Pwf 34 41 30 EA 2 2 1 52 9%9.0015 Reeovaple TO IN Norkin0 U14'<BRNI 99 99 00 LF 596 I -w Y 15 9999.0005 R= 2•-2' Strlp Dra1n 99 99 DO EA 4 4 I 53 9999. W20 Ra ole Paving (N14'(SLD1 99 99 2241 I 1 54 =::N 9999.0025 Rempvaple Pov i,p tbrklnp U18'<SLD1 99 N w IF S09 1 1 55 9999.0030 Rvmvable Ppv,ng Marking U125•15LD1 99 99 00 LF 230 1 I 58 l 9999.0035 r LonGituolnol Barrler 99 99 W 1t04 I 1 51 9999. GO Tenpprary TW,IWA ol, Curb Ro1p 99 S9 GO EA 2 1 PAVING MMT17Y SUINARY 51DL15T DESCNIPTION SPECIFICATION UNIT OF SHEET I ITEM N0. SECTION W. MEASURE I OF 9 2 OF 9 4 OF 9 5 OF 9 8 OF 9 T OF 9 8 OF 9 9 OF 9 TOTAL I 16 O171.0101 Canatrua+ion Staki,lq Ot 71 23 LS 1 p 1 ,8 3123. 0101 UnelOa5l lien Ezo0vatlon Dy PIOn 3, 21,0111 EnOal-1 py Plan 31 2] 1fi 3, 24 00 CY CY 118 fi43 l2 85 t80 1B 22e 344 256 23 .35 25 1769 I 179 I •�' 19 312,. 0101 SIIPPP >• 1 acre 31 25 W LS I I 20 313i. 0101 4' Concrete Rlprap 31 Si GO SY BJ BS 1 21 3211.D113 B' Flazible Baas, Tyce A. GR-1 32 11 23 sr 162 10TT 306 317 500 3J5 269T I 22 2t t. 11114 10' F ezi plc BOu. T A, GR-1 3211 32 11 2] 5Y 36 J8 I `� 2J 3212. 0]O2 2' Aagtalf Pavement Yayp D <Pavemmf Werlayl ]2 12 Ifi SY ,021 5B5] 129i 24. 3T0 1609 1261J 1 24 32t 3. D102 T' Cone Pvmt 32 13 1] sr 121 Ill III 209 249 256 14B0 I 25 3213. 0104 9' Conc Pvmm 32 13 1] SY 25 f 129 _1 31 65 122 53 � [ 525 } /2\ 26 3213'0102 T' C. P- RES 32 IS 13 SY 55 128 121 304 I 27 3213 0104 9' Cone Pvmm xE5 32 13 13 SY 95 95__ I W 28 29 32t 3. 0301 4' C.Si Oez0lk 32t 3. 0]11 4' Cane Sios.ol k. Atllapant to Curp 32 13 20 32 13 20 sF SF TT9 STS 365 886 BT6 t369 1.1 3701 1 I Na11 9F 62fi 1111 2 /2� FORT WORTH. ]° ]2; 3: U122 COcene Cur°; o:k0 �k'o«i S;ae.aRi k• SZ " �00 11 'O6 S0 s I 32 3213. D401 6' concrete Or,vew: 32 1] 20 IF ( 1052 3 azz ( 1BT4 I [y JJ ]r 3. osos Barrier Free F- Type Y-3 Sz 13 20 EA z Y I 5r_ BRIDC 6FARMER ASSOCIATES, INC- z ]4 ]213. 0506 Barrier Free Fm Type P-t 32 IS 20 EA [ 11 } 1 �A j 12 I /2\ I _ :ttr�. c 0 N S U L T 1 N G E N G I N E E R 8 35 3213.0509 Barrler Free N-, Type C-2 32 ,] 20 EA I r BPE REGISTRATION F 36 3213.0510 Barrler Free Rory, Type C-3 32 1] 20 EA 1 _ t I Tr mnu`cF nplse3rorn. aev s szn W 37 3232. 0100 Canc Ret NaII Atljacent to 5ltleealk 32 32 I3 IF F^, r„��,� T 2��; ( 3ae j ` 588 1 0.yi Je 3232.0202 i100i Sto Ref NOII - RN 11Ll B 32 32 IS SF !t/1\ 2C f ! 20 I O 39 3291.010D iope0il 32 91 19 Cr 50 199 53 % 136 TIT 646 I 40 3z92.D10D B1wk Sotl Place 1 32 92 a SY 29e 1162 313 sit Bn 699 3655 1 W 41 3292. 0400 Seeoin0. HY4'anultll 329213 sr zn4 I CITY OF FORT WORTH, TEXAS TRANSPORTATIONAND WORTH, Q 42 3293.0,03 nt 3' Tree 32 93 4] EA l8 I CAPITAL DELIVERY W n 33o5. D10T n Aal-tment. Minor Vai lBoz 33 os 14 EA z e 6 I .a U 99 3305. 0111 ve AOju9+meet 33 OS 19 EA 3 ] 1 y a 95 3305. 0119 Nbntmle Atliwtnlent, NOIa m/ Cover 33 OS 19 EA 1 1 1 W LONG A VE & ANGLE A VE 46 9999. GOOT B• Cone Bua St.. P. Sz, 3. osoi Barrler Free Ram, Type P-2 % 99 GO Sz 13 zo IF E. z IBS 145 330 I z INTERSECTIONIMPROVEMENTS i SHEET 1K 3 Q 2 QUANTITY SUMMARY p p: BDW s LSHOWN DAUC/2021 T168 aNu. GPC AS 165pF GPC 3 I I REVISIONS �Q�4 RFI Ol 5V COPNEP SIGXAp1 RELOCAT ION P]/O6/2] TRAFFIC SIGNAL QUANTITY SWUPT 0 I) 0 BEDLTST SPECIFICATION OF SHEET I ITEM N0. ITEM DESCRIPTION SECTIM N0. NEASUPE MEAs 134 135 136 TOTAL I 12 2fi05. 3015 2' CONDO PVC 51N BO ITI 26 OS 33 LF SC 50 I 13 4 2605. J016 2- CONDO PVC SCH BO IBI 2605.3025 3' CONDO PVC SCN BO ITI 26 OS J) 26 OS 11 LF .1 C i!0 625 I C 1�j1 I/I 15 2605, 3033 4' CONDO PVC IC" BO ITI 26 OS l3 16 2605. 3034 411 BI 26 033 LF 625 I IT 3-/SPpoSCHe- 3441.1001 E C 15 1 C 155 1 IA 1B 19 J441.1D11 ea 5lpnal xe ]441.1p11 Aualble Petleafrlp��ns Pu'.g�1u/S/G tpn 34 4 10 14 41 10 EA EA B B B B 20 3441.1209 Furnian/Innfall BBU Sys♦enffXi Yavl}eU 39 41 10 EA I 21 3441.1215 Furnian/Inafoll XYDr iO Dlfadfian SYefan ]9 41 10 All 4 4 I 22 3441.1217 n/Install x a Defeel- Ca11e 34 4 t0 1152 1152 I 23 3441. 12N Furnlan/Innfall Yoael 211 Pre 11- DeTecfor ]4 41 10 EA 4 4 I 24 344 t.12N Furnian/Innfall Preampf lon Cable 34 41 10 LF 52 I 25 1441.1311 5/C 14 A41G Yulf 1-COnOuctor Ca01a 34 41 10 LF ( \�B (\.0 26 2T 344 t.1312 T/C 14 ANG Yulf 1-Co1MIDTor Cable 3441. 1314 10/C 14 ANG Wlf-CaMwtor Coble ]4 4t 10 34 41 t0 LF LF 3 (t 4001 J26) IA /� C1,001 2B ]491.1315 20/C 19 ANDWlf-Canawtar Cable ]9 41 10 LF ]5 iA ]5 29 3441:1322 3/C 14 ANG Yultl-CD11a t- Cable 34 4t t0 LF ( 885] (1685] 30 3441.140B NO 6 Inaul ate0 Elec COM- 34 41 t0 LF 20 I/1A 20 31 344 t.1409 N0 B Ineulpfe0 Elep Ema' 34 4t t0 129D .1. I 52 33 3441.1503 Gana Bon Type 0. �/Apron 3491. 1603 Furnlan/Install 10' 14' Pea Pole A- 11 34 4 10 34 41 10 EA EA 9 C 5 ) 9 I C 5 1 34 3441 Furnian/Innfall OYlze 45 SiOnal Pole 'I 34 41 10 EA - - ---1A 35 -1 .1614 n/Install T ps 46 Si P 34 4 10 EA I 36 144 t.1625 Furnlan/Inafoll Yaat All 52' - 601f 156'1 ]4 4t t0 EA 1 1 I IT 344 t.1625 Furnian/Inafoll Yaat Arm 52' - 60' 16O'1 39 41 t0 EA 1 1 I ]B 314 t.1 T01 t 5lgnal F Maf lan ]4 I t0 EA ( 5 ) /� ( 5 39 3441.1 T04 TY 5 Signal Fw tiara 34 4 10 EA 2 2 40 3441. 1 T15 51 prg1 1111-t Fo 11- - 1111 6 BBU 34 41 10 EA I 41 1441. 1 T25 Furnian/Inafoll ATC Si afloI Conlrbl ler 34 41 10 EA I 42 43 3441. ITTI rni n/Inafoll 120-240 Volt Stngla - Metered Ped 1- J441,1901 51p Pole MA Ifi'-J8' 34 4 t0 21 4 10 EA EA I I 44 oWereCoot a1a 3441. 1901 P�pOp��NyNaaeee�r� Cmfl a11a L1A 52'-60' 34 41 10 EA I pS/�19q /p1a�le PDi 5 46 3441. 2002 -1 of Full 11:111a 11- 34 41 13 LS 1 1 I 4T 3441.4001 Inafoll • - 51, 1111 All -11 34 41 30 EA B B I 4B 49 9999.0p60 TxDDT Signal Pole/Maef Arm Aeaenaly 165'I Nifn Luni noire 9999.0065 Dr111 $nail ( r :e Signal Pole1 C..., 99 99 00 99 99 00 EA 2 2 I I FORT WORTH. 50 9999.00T0 urnlsn/InsfollaPT2 Canard 99 99 00 EA I 51 9999.00T5 Furnlan/Inafoll Efnerref Coble 99 99 00 LF 90 90 I 52 53 9999. 0080 Furni n/Innfall 4G 1/daem 9999.00B5 Poe I C- TEDOT 65' Mani arm an0 Pole 99 99 00 99 99 00 EA EA I z 1 I 2 I -^�F- BRIDG 6FARMER 1 AESO GHAT EES,EIN s C N U I I N I 'FAQ, HaF' BPE CISTR.TION N o��T apbeJ ,.«rn�o Np..aN 4 az, CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEDENTS E SHEET 3 a s QUANTITY SUMMARY a: aoW a axH. SM AS LSHOWN dAUC/2021 16 nor T166 O .6 Sr V' ASPNAT PVM Tr D Oi PRC ¢¢ LOxG_CL O BEGN wDExIxG SIA R .2356, IAO'RT BEGN 2" ASPHAT PVNT Tr p pCG. 9 OICL PVM 6 8" CURB ® L, Sr • CONC PINT 6 2- ASFH,AT PINT TY D S.TQB T. CCNC PINT v OPIO_3OL2 E ©MATCH 6 e" CURB AO'LT O BEL.LSPNAT PINT tt D G C �q ii9 SF W CONIC SM— O3 ¢B¢EGN SDEVALK 51RO253.60.T& 46A6'Rl ?TA 253.50AO. DAO'RT OO BEGN P %CWC PINT AOd TO CURB I 0 BOB SF A' CONL SBEVAK AOJ TO RET YAL I�® � I m O @B@EGN 5[IEVALK S.19, QQMD 0' LU I5,84'RTCL RE STA 25X•1918. S,RO2- 5A.13'LT OS BELN SIDE... 2 BP9 I I Q:I ONG CL S4'TBii LTWJAT, 4 _ I � I _I E%BT ROV H I NANOLE Ap,1�1BTENT, S W.LONG AVE PER CFW 9PEC P OS N 115FE NOTE 6 I OH — 25U`0 � ;TpN-028t� 252.00 J•0—U�-3 E LONG CLJ I _ B w I I O \\ I I EMP CMST I 0.5EIENT O —� 6 !m I E— ROw �/ TC T TYP1J s1roH \ o E%BT ROwJ t `EXBT ROw BIB "` ry �'•" OPB 3 I � TEEABEM:NT 2 h as Y CC RETMALL ADJAACENT TOOSIDEWALK I W a <I I o wl—I I Ip I ICAUTION O O , pVP i OVEREAO ELECTRIC LINE I W I UNDERGROUND ELECTRIC LINE i Lip: UNDERGROUND GAS LINE Z J x U I REVISIONS JJJ ESID 1 12 NA-K REDESIGN pJ/p6/2 6 20 0 20 40 GRAPHIC SCALE IN FEET DNC ® au-1PXILT WMT TYPE 0 'AC" OPROPaSED 9- REPF CONC PINT (ACPI OPROPOSED 2' ASP 1 PINT TYPE O PROPOSED B• CONCRETE ORNEWAY A PROPERTY IDENTIFICATION NUMBER Y UB> SEE RIGHT a MAY MAP) ISEE��•IIOR IZMTA CONTROL DATA. ALIGNMENT DATA, TYPICAL SECTIONS. DR IVLMAY PLAN AND GRADING PLAN SHEETS FOR AD01 TIM& INFORMATIN, 2. L DIM:NSIOIS ARE TO FACE OF CURB UNLESS NOT D OTHERWISE. I. REFER TO PAVNMENT CU5TRUCTICN DETAILS FOR ADDI TIIN& QiMTIM. 4. NEEL�NO LL IMI TS PLAIIS FOR 2" ASPHAT SURFACE 5. CMTRACFOR SMALL FIELD VERIFY EXISTING m PAVEMENT STRUCTURE ADJACENT TO FULL DEPTH PAIR LOCATIOIS PRIOR TOO COMPLETING REPAIR D NOTIFY ENGINEER OF Y DISCREPANCIES IN WRITING. B. MAWREQU AUSTMENTS REQUIRED. ME WRING PAVEN:NT Z MILL IN. AND ONE DURING PAVEMENI OVERLAY. OF�jFkll O y iSP<`T-• o PORT WORTH. BRIDGEF ASSOCIATES, p :eQ O N S E N E ER S G BRNERB&RA N 84INC. Ic v PRBEc, nBBeJ .NPsro xa <Bw B U CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEDENTS E SHEEI 1K 9 W. LONG AVE PAVING PLAN BEGIN I'0 S— 2541 R0 B: BDW s nwrv. PHH AS ESNOWN NAUG/2D21 65sMF i168 O 838E CI ABCONC.PVM ® 6425YA -C"'C PION D 1�1 6225ASPXKT PUNT TY ES. 1 p'vATER LIE TO BE I J REVISIONS 5 S 9' CONC. PVNT CONSTRUCTED UNDER �Q B 1E5 CWC PVM: MN St MV AW j t 6' CU2B t NY9M'CONC.PVM 2A32STAS- NC AVM 11 OSI SEPARATE CONTRACTFdI 01 SIOEYALK NEDESIGN 826E CM9 pCONC.PVM 09 t 2" ASPXA-TT PVXFT TY D O A 3IfIll 5ASPNKT PVNTNTY 0 CWST-ER IFDE UMER� I_ ] _ SEPARATE CONTRACT 13 SY CURB GONG. FVM �46 ®6 6YCIS.FB�. PVM ®6 T 4 TONCkSDEvkK �3 CONSTgUL1ED IRLEPE 30 GRI➢XC SCALE N FEET 20 40 CURB 8 8' CURB 'Y p`REry /J m By 2 SC F Cow.PVM Q Np0 %-2tt35 Q 15 8 N 4 CONC Sa._ SEPARATE CONTRACT w O6 898E U9" COW. PVM }�� \ < T -'-'— �4 $' SANRARY SEDER LRE � TO ND CONSTRUCTED UNDER qP \\L X-911T SEPARATE CONTRACT ® A%n-,, puf PvM �ONTC YPE 0 'ACP1 STING WATER V UlERULT TO PROPOSED 9-KNF CONC PVM'JRCPI \ i SEPARATE CONTRACT PROPOSED 2' ASPXILI PVM TYPE D 2 `\ pOgp OTB PROPOSED B' CONCRETE OR -Ay FROFtRTy RIGHT NUNIER 2 Y EXIST POW 3 tea.` /\ \ <` 90'R NOTES- IEVA jI 1. SEE WItIZ0NTk CONTROL D.A. kIGNFENT DATA, EXIST RON� I \�; �l \\ <i I 34 ��W y _x-____PLN'CSXEETSTf ONMSILT IONILPI NFOAM PIMT10NA01NG \\ I u'yyT• f \ \ 2 494 T^ 4' 2. ALL DIOTIERNSEAK TO FACE OF CURB UNLESS r 35'R \ 84 EIW - 5'SDEWALR. - -OEI- SAYCUI ITIPI- 3. REFER TO PAVNMExT CONSTRUCTION DETAILS FOR fi A➢DITIWk WMTION. b•pEt t -E 11 SS E 41 4. NEE OENOL ITIO' FLANS FOR 3" ISPXALT SURFACE E ] 57 2 6'R 85 30 SAMCUT (TYPI -a B•R��y 36 ,0 L G LIMITS. # C < }1 } 5. CONTRACTOR SNALL FIELD YERIFr EXISTING m PAVEMENT STRUCTURE i AGENT TO FULL DEPTH AROLESB_CL 2 23 / / / / Y/ Slk U IA µDANOTIFY. ENGIINEERI GF µNYC D,,ET.N'GCRESAIR n�A Pl 3i A N IN LEG T . N 1 35'fl 4 6 9 < E AMC�/[[_CL 30'R WON(` AV n N 8. 1EFER TO S1EET 3 OF 9 FOR AODITIONA- LABEL O p AROLENB_CL WCI T RYPI Q CALLWTS. Z F 9 I D LONG_CCL t3 2i 38 h N 55. n 9 �• _ J9 / _ W 06 _ %N T - < _ _ 11 4.R- W rl*.j'," Z - - h rc-Dzel 24 35 ,i s•wcui rtrm Z �y J SAWCXT ITTPI m - 8 D SB B 10 26 * %/�••yJ'�a._- II' u = y.a J2 'R /.... BRIA...... B A -sDWz' 3'a 31 62 < To ] 5 <� 30 N I 43 n 2 / BRIAN .. BRIGHT 4 U _ _ /....;...................2..../ ] 2B 29 ry >y , O 5'R 54 /+III FS /113392 3 SI G.B6'R - 10 �08• BB WITH 6CwB \pi , 195 �� 580 �\ 5'SDEW, K 48 I 51 9'R FORT WORTH® s•sEEWAL 14 �-E`BT ROW / 6'Ai "r"L�_ I Isi I ,� so v 52 _�yl_ BRIDG6FARMER & ASSOCIATES, INC. /� CLRgg RAW V' 49 SAWCUT ITYPI CURB P-3 TYPE P4 V TrPE P-1 B I I I• / �� t \ OBO I NV,d C O N S U LI E 1 REGISTRATION N G 1 N E E R 5 BT ` BP RBONo b OqB P/9.p \ � SCE AUK IIm, E%BT ROW v ARo,rtCF n0/sB3 wgro rn. aev 6 szA %� TYP[ 1- I flw COSTS 3h7SG EASEMENT 3 1 T�,yp YPE R 2 .3 14 I N \ •�- X-20864 AO CITY OF FORT WORTH, TEXAS 4-SIDEaee ' 1 *1 • ��. / P TRANSPORTATION AND PUBLIC WORKS Q EXIST ROW�*I I I F <^Lb CAPITAL DELIVERY w EITRO �$ b 1J Y 4"NDCONC iDEwkK 053 I �p<<' W. LONG AVE & ANGLE AVE Q 1ST B8 SI ••Co. SDE_ Q 21 TB SF "CCNC S.— WrtX 6" CURB I � I � I I "S� "�'p / \ '= C" CAUTION INTERSECTIONIMPROVEMENTS i I�� 'I }}••^^'�E OVENXEAD ELECTRIC LINE 4EET 1 6 9 Q q Q B 2' CONC SDEWALK ®52 S' '..Co. S-7 �$ OB Si 4 • ONC SDEW,ILN lL1 AW TO PET WALL I. TO CURB W. LONG AVE & ANGLE AVE PAVING PLAN ®259 SF ,' CONC S WALK ® 52BT SY 2" ASPHALT PVM Tv D ® W3 H 4"GONG SDEWILK 2 UNDERGROUND ELECTRIC LINE I W. LONG STA. 254+80 TO STA, 259+20 ADJ TO CURB rt vMUBLE HEIGHT CURB 105'-15T � ANGLE STA 5'/+40 TO STA 61+40 m ®0 228 SP 4"CONC SOEWALK � 95 ET 9"CoNC PVM INEs' ©10 JSF 4'CONC SDEwkK - - - - - bC[ UxDERGPOUND GAS LINE I ORAwrvEO P1CXI AS ESHOWN I °AUG/2021 I 665Fa T168 3 t B CURB AR TO PET v OBEGN O STA 38 f5i•G59C92, O ST,C 259rt5A0. C%WC 54 Eqq� 9Eze0NC PINT tS50N•9G43fi, 3695'RT ST4F 20'RT 4655'LT 9" PINT 8 6- CURB aB¢EGNCTt�ER PINT29 O O 9- CONC PVNT XIST STAON59•COL9.9p, 45A1'RT STAO25J•CBi.Ti, 13.2'LT REPAIR MR OETAI 1 ,q� 2574939, 20'RT END OSTA�SSNG Cl O gg OSTAt69292. 30 25OT 1292, {d LONC-C STA 256.65A0, 6tA9' LT 45A355 REPAROEPT OPINTETAL I 22 M'RT STp 41A3-RT 58 99 O IT T56M2S2. OSTASBC b0. O ONG CL 36Rl•SBS9, STA355NST,aT. 3T.T0'LT BEGMATHN@QIURROWNG STA 2i5•QOIA4 4825'LT STS 39QAQ0'RT O S65tl RT 31 PT VALVE BO% ApJJSTHENT O PCw GR 51 PT ONG_CL O SW AT. STA P56ONG•9992. STA t51N 9A2. PER SPEC 33 OS 1C S6 O. LT OK E LONG CL SB50 Li�i34, 22A0'RT N PIQQ ONG_CL O O-0'RT 3S MATCN EXIST O TO AGE% ADJUSTMENT ACET14NT O 10 PROPOSED GRMINACE OULL DEPTH PINT S1S 2 S6 .B2, 39AO'RT END 9- CONC PVMI QdQ V CURB PER NCF,OT SPEC 33 05 I4 SEENOTEb ER CPW SPEC ]] 05 M REPAR PER DETAIL 2 20 PC QWr_CL O SIA ST•OTA9. %LONG-Cl 4, 1296'RT O 59 P-1 LURE RAP fi C LONG- CL OSIA 44.15'LT O 1MTCX EXIST STa25LBONG1i6 4525'RT hLONGl QQpISSCLv 5,A 25T•p096. 55•piJIO. SJB'LT PINT Tv D O T" PUNT CURB 4i 9 xC- BBQQEEGN CONIC PV 666E6N a.. PINT y ONG_CL 60 C( T 5CLY P-1 CURB RAP QQ LONG_CL T ErF 255N594, STAGN55 OU99. 35A0'LT SlA 258•C1i59. 69A0'LT STA 256.4444. 6630'RT SlA 25T•Bib4, 3650'RT O.q11.11 O 22 (( 5L--C3. 35 MAT IN H9EXIST PVlIr OCCp P-1 CURB RAP 6Oi CEST 5'TY P-I CURB RAMP lTIA,L?IGPB, AO'LT STA 3830'LT 8 LON@TTGS'TI 258.46A5, 256.52. Nr Tr D O 23 lY D 2l ASPHALT LONGRCBL 5238 Lt•BAT• 63.if RT 63A 4pp}•RT Y Eb T' CSOPiINC PVM Q LON56•IiAS, a0EBEGN PVNT 49 9 XCONC O C(( TGS'CTr P-I CURB RAMP S2T.i3'RT STAO3 TCIL JB PC ( ONG_CL Oe<n 399.5294. BEGIN PINT LONG_CL STA 258•J820, 10 END 2 dSP11ALT PVMI TY D PINT 3-0 24 BEGN 2' ASPHALT PVMR lr D O BEGIN PINT A5'LT 3T p STA 258.62A7, T66T'RT 50 M.3 CURB RAP 38M FIT 8] CQSS`Lr P-1 CURB RNP O Q QITLA 6 ST 2B6NTA5. _CLQIC SrA 2 STA 2!B•5330. JQTLONG-CL 2 ST 255.6651, TT•A5.6. 36.50'LT STA iSp•63SB. A4'Rl 39A PT C OPT 2 a' 35 35OTNO.53 L 38 STA 25ONBrt0A5. 51 PCC q LONG_CL O 64 QCONST S`Lr P-I CURB RAMP 58 ST 57 STA 3A0'LT STA ISp•iibt. 5SJ7'RT STA 255•T23J, 52 Al LT OQBrTEO @ AA. ]9 PERMAN10.Y $PECTMENNNOR 52 PCC ``LONG_CL O 65 5'TY P-I CURB RAP 2 1S3A0 RTN]l SEE NOTE 6 SIC 25B•9555. gC¢ONST STAp215O'i•0.0156. O 83T'RT 51.18'LT OSlA S53& 2T PC Q QIG_CL O STA TST•il Ad. iP.T/�, Y53 T0. 655'LT 5S STA 258ON99A6, 66 ¢CON5ST5'CLTY P-1 CURB RAMP 25! 590'RT 5A0'RT SA}'RT 57A 25I-L 3650'LT OQNVEWAY I FOR DETAELSr 1. OSEE ORNEYAY PLAN FOR PETALS O END 10'TA•ER AQW_CL 25TM7.T7• U AO'Lr OMANM0.E-THENT, NNOIt PER CFW SPEC 33 05 M SEE NOTE 6 (3M�CTEN0MB0R PER J]5A SEE NOTE 6 I REVISIONS AND AN AD n 0 j IZe aJ Fdl 01 SIDEWiLNTRE0E51GN 13/06/21 20 0 20 40 GRAPHIC SCALE N FEET LEGEM ® ND 2"SEASPXILT P115 M 0 IJ2CP1 _ PROPOSED 9- mim, CONC PINT LACPI PROPOSED 2- ASPHALT PINT TYPE D PROPOSED 6- CONCRETE DRNEWAY LOT PROPERTY II ENTFCATION NUMBER ISEE RIGHT a WAr NAP) NOTES 1. SEE HOORRIZONTALSECIOCONTROL DATA. Al - AND ONM DATA, NG PLAN SHEETS FOR AODI TITNK INFORMATION. 2. DI-SIQIS ARIE TO FACE OF CURB UNLESS ALL OTKRWISE. 3. REFER TO PA LAMENT -TRUCTION DETAILS FOR ADDITIONAL ORATION. 4. SEE M ITION PLANS FOR 2" ASPHALT SURFACE G LLINIMITS. 5. CQlTRACTOR SMALL FIELD VERIFY EXISTING PAVEMENT STRUCTURE ADJACENT TO FULL DEPTH µDANOTTFOCY. ENGINEER OF ANYC�`ERTPANCIESAIR IN wN TING. 6. TMADJUSTMENTS REQUIRED. ONE WRING PAVEMENT MILLING AND ONE MING PAVEMENT OVERLAY. RpSF- OF Lek R3 • �jtiE 6RIAN D. WRIGHT % 2/�//L� ...113392 ....., i Y E%,\/ oA�� FORT WORTH® _ 5S%_d BRIDGEFARMER&ASSOCIATES, INCG- „rCONSUBPITREGAE Cnv iR0./ECT n0/sB3 A�Sro nn. aeW 6 stA CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEDENTS E SIEEr 3 GF 9 W. LONG AVE& ANGLE AVE PAVING PLAN W. STA. 557,10 T. SSIA 61�0 0 B: BDw s n.N. ANH AS ESHOWN NAUG/2021 6T3<E T16B I REVISIONS NlI - 01 SIDEWALN REDESIGN p3/O6/2] I, \ 10 0 IN 20 ¢ (A LONG-CL I GRAPHIC SCALE N FEET p I pLRFpSpTpSLE� pENF �ONC ( • \ 3 µp 2•• ADSPXILT MMT TYPE 0 IJiCPI m 7=7 ' � �PROPOSED 2- ASPII011 PVM TYPE D - I— T / T oT T - ` \ PROPOSED 6- CONCRETE ORNEWAY V, IOi PROPER TYT ENYIAICAT� NUMBER Y D NOTES: 'S V K .LONG AVE YITX 6"CUre 1. $EE x0121zaTAL CONTROL DATA. ALIGNIENT DATA. W Wl W1 1 6 1 • TYPICAL YC110x N!G GRIAIxG PLA1 SIEETS Fpt ADDITIONAL NFOPoMTION. DI NENS I ONS M TO FACE OF CURB UNLESS IJ _ TY P-1 `\• xOTED OTIERMISE, CURB RA 5 R R T RB RAW, 3T CURB RAW GI 'Y� CURB RAM i 3. �ETIaµA:NF CONSTRUCTION DETAILS FOR N'R 4. NIL DEM0.ITION FLANS FOR 2•• ASPHALT SURFACE UP�— 3 R _ L G LIMITS. CURB RMF S. CONTRACTOR SMALL FIELD MERIFY EXISTING PP •p 40 35 Bre $ PAMEMENT STRUCTURE ADJACENT TO FULL DEPTH n _ \ ___ _ _ _ REPAIR LOfiTIONS fltIONO CQPLETI NC REPAIR - TiT _ 1 _ _ _ _ — R - -- AND NOTIFr 66i9EER OF r DISCRFPAxC IES E% ROVP-- — — — — — —28 4=5 GO�I 3ry81� U 14 1 I IN MUTING. j CONCRETE RfTJ /• IB 53 I Ilu SOALEw ADJ TO CP YALLI CURB RAMP DRNEVAY 2 5'SDEw RX "34 3 I i lPSE'OF`Jf tE y MMBLE iEGXT I 15'R 1 6 I CMRB 105'-151 ' •"' 1 �f�� 4 i mrvEunY 1 I So I f*i • 4(040D B'FLE%BEEBASE RNE I / •••/ /��n� TYPE 0.GR-1 ORNEWAY 054 / BRIAN D.W IGNT / !� SEE GRAVEL DRNEWAY DETAIL I /••••F••••••'••••••••••••� •••/ $ I L------ ICI 6• # f<•. 113392 / 28 Gl 2T TEMPORARY CONSASEK CONCRETE RET VALE I \ ^• O Y" IIIOF•C/�:NSF;O' 2`�S 4 gg ( Q, TO SDEwALK GT OSIA 354p•Np9420. STA 356.03A5. O BIEBGN W.VEL ORNEVAY 21 EQQIACpirvEMAY CONST S6 KG wKLEVKN AOJ TO i IL��,� 4595'RT 4650'Ri A2-029.5634-RT STA2591032,8634'RT NEs91.00U�Kw/VARBBLE I rn I FORT WORTH® B 'PT C LONG_CL-'-'---'- (LONG_CL P�. O•n P O STA 256.3026. SIA0'RT n PI LOG_CL S A 256.13A5. BACK OF SIDE— 28 PT 05 SIA 54.992& 3650•RT Ap1G_CL g LONG_LL SOA4'RT 255.282E 51A0'RT ST 99%.T0.5129'RT ST EC I z o.r 0 Plt pNc_n O Ew sDEwALK u/s• cure i I I 95F_ BRIDGEFARMER & ASSOCIATES, EINC- O STF 258.38A4, 20 PI 29 P} BEGN SDEwALK w/vARu&E n 51:1. C O N fi U L T I N G E N G I N E OPC q LONG_0. 51A0'RT BMX OF SDEVALK O LONG_CL 1EIGXT CURB I LTy 1-F BPE REGISTRATION R S U STA 355•D28. LONG_CL 5T 256.2329.5100'RT a LONG_CL Tv ma¢cT n0/583 50A0'RT O LONG A255.42A2, 4-0'RT STA 256.654, 48.iT'RT ,' NPsro N0. aBV AB %� ST 258.3684. PT @@ 3 2A r7 54 AO'RT O BACK Q SDEWALK 30 STAp355•p9LBAB. l536'RT 3B -LONG- LwKK 31 OPT Q ONG_C O P E LONG_CL Q O11G_0. STA 255.212B. SIAO•RT TR I ST 399•G29. 5I 256—D. STA 256. 45.4630'RT 5G9•RT 54 AO'RT O TCH EXIST ORNCWAY 32 I I I A O BEGIN SIDE— OPT Q AONG_CL ]9 END SDE—K ADJ TGLQ O5 C Q CNG-CL C AONG_CL BACK OF SDEwALK ST 256.5536. R5.32• RT RET WALL 2•R 39 CITY OF FORT WORTH TEXAS � STA 355.5426, 51 G-CL A4. A--0. BECK SDEwALK w/B' CURB I 1 a 36.95'RT 6A2•RT 256•MA6.4T.11•RT STA 2p2S6-]}.}5. 130AT'RT \ TRANSPORTATION AND PUBLIC WORKS W 3z PT ` CAPITAL DELIVERY O6 Pi D LONG_CL OPI �1 POT END 6 �ONG_0. STA0356Ki554. 130A6'RT OEb SDEVALK 4 I STA 96 T83,' U rA L"-CL STA 25 •99.TB.5135•RT ONG_CL S}A 255.68A4, 5T 254.8686, q 1293'RT J Ot 36 Sv D' FLEXIBLE BASE 14.15•RT 55AO'RT 33 MATCH EXIST IT. 255.5930. 4650' MATCH EXIST .R .AY 4 TYPE AGR-1DRNEWAT 24 PI END DRIVEWAY CONST PER cFw sPEc 32 1123 BACK OF SIDE— LaNc_cL 41 PI W. LONG AVE & ANGLE AVE � OT MATCH EXIST O END CdIC DRIVEWAY LONG-CL ®869 SF 6" CONC DRIVEWAY END MNEVAY CONST BEGN GRAVEL DUVEVAY C}A25-LL 258•8.60. SB.B'RT JTLDIG CL Q LONG-Cl. 254.9428.5135'RT 258•M.B8.5522'Rl INTERSECTIONIMPROVEMENTS 255•BBAO. ST 254.9829. 5635'RT 34 PC Q LONG_CL SIEET B OF 9 Q 0© B3 SF 6" CONC DRNEWAY 553IRT 25 Q LDW_CL STA-256.5426. ST 254N930, 5135'RT 65A8'Ri I DRIVEWAY PLAN W.LONG AVE ZO �20 Y 6' CWC DRrvEwAr Ofi END DRNEw CONST O PLENDLON -Cl- DRIVEWAYS 1 AND 2 I Q GNG_CL �_CL 26 HATCH EXIST 35 Ay : iE: ST 254•T92B• END DRIVEWAY CONST ¢LONG-CL • 54�i3 gi•BAT' ^ ^ ^ 5^34'RT ^ ^ ^ ^ • 8 Apt2544 9L932.%.15'RTA A 539�RT•D28'w w w . w w . . w w w w . w w w . w w w I DanwMo $M I �L$HOWN I VPL1G/2021 I T25�TI6B 3 !t, I REVISIONS I I1p g RFI 01 SIOEYALN REBESIGN li 4 ,t I o3/o�zT� \ I ` \ I 29,AjP\ 10 0 q 20 GRATNIC SCPLE H FEET ` \ LEGEND ` —BDO— POSED CONTOUR \I --- Ex6TNG CONTOUR ----- Ex6TNG OFFSRE CONTOUR FLOW DNECTIOH r _ IXXSLCK ` / \ 1 I %O% SPOT ELEVATION / / I PC PONI OF CURVATURE k / / I PRC FONT 7 REVERSE CURVATURE L / I FCC FON, OF CO-CIRL CURVATURE PT FONI OF TI Ncr FM FDNI ON CURVE POT — OR TANGENT T/P TI OF PAVEMENT I T/c TOP OF CURB / F/G FNEHED GRADE NOTES: ,\ I 1. SEE HORIMNTA1 CUITROL DATA. PAVING ,\ PLAN, " TINFCAL SECTION SHEETS FOR ONAL ADDITICIBMTIUl. 2. L TOP OF CURB ELEVATIONS ARE LOCATED O Z /I / I T TIE Bolt OF CURB. 3.—ERELEVATICH TRANSITIOS ANE LINEAR. tP.... ... k lE / BRIpN 0. WRIGHT 12 73f I E1 N' w 5 FORT WORTH® TB 95M_ BRIDG 6FA RM�F-CIATES,INC- ZO :, r. C O N S U T G N E I TB I RP REG N 8 _M,Miwa¢c, E ISTRATION N=N B4 I norxi rp. asv s sa V ,B I. CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS Q CAPITAL DELIVERY !'? W. LONG AVE&ANGLEAVE INTERSECTIONIMPROVEMENTS s EET,as GRADING PLAN ENLARGEMENT DETAILS E o: BOW s o Aux. SM AS ESMOWN OZ6/2021 BOS. T168 I i_JT noi tuLua, e Woo M CONC RETTT AL . IOIACENT TO EwAK I I cur 21 i 25 \ \ \, 1 1 I� _��/ n. LONi AVE � sAwcuT TrPI� `_ I \ 61 J nj 342 I __ �`26 6_T N_R_if__T_E_W C_OJNS__lTR.I_BEC— ` 29 -I PI v:' TCH ExBT (LWG_CL OO qq ONG_CL Oy BEG. SW BET WAL O PI LWG_CL nj yy yg l / I STA 253.6520, 51AT'RT STA 25, 9420.5L35'RT WC_0. 6YA 25a,8888,5}AO'RT }�C� \ 32 I S • 61125 Sw • 6031D StA 25WO.,55152'RT Sv • 60, 29 DO 5, I Tw • 8625 TW • 60450 Tw • 61LB3 Tw. . g062B _ __ 88'I----- Iz:F TC 6T �SAWW TY% 59 31 -I 2 PI ON - - - - - 4 UEID SW WAL D ENp CP WAL g PI R - - GONG CL YfEGN CP PET WALL �!q OrvG_CL QQ LONG_CL - - CRO55 % 60 30 I 67 253.,3AU 5350'RT NATCN FACE OF WALLS STA N930.6635-RT STA 254•i9283134'RT W LGNG AV I TW • 6? T Q LONG CL L,P • fi0}81 SW • 604m L -(] - - - - - - - - - - - STA 254g9-9, 56.35' RT TW - 60483 TW • 60589 ENLARGEMENT DETAIL 2 -------------- ---- ----- w.LONG �VE I g /�V ❑I I I 62 SSAWCU RTTPR- / \ I L . 8 I 54� 67 64 4 - - 1 4J J \ / I /\ 1T /• I I 13 Bs n 4e I B 46 I YI 45 . I IL ---- --v--- P ENLARGEMENT DETAIL 3 ''---------------- ----- ELECTRIC LE ER \ S\ \ \ 35 y 4493 37 I 69 42 -I 40 (P \ SB 38 UT 170 -7 9h 6S \ ---- \,�.--�,�---W. LONG AVE- I ENLARGEMENT DETAIL 5 REVISIONS Pal, I BFIO15OEwALK BEDESEN TTH 03106123 Iz p IT p 10 0 q 20 G—C S-E N FEET LEGEND -BOB- PROPOSED CONTOUR -600- Ex6TNG CONTOUR TOFFSITE ----- Ex6 NG OFF S CONTOUR FLOW DRECTM SLOPE - %OX SPOT ELEVMM ry PC PONI OF W—URE k FRC POH OF REVERSE CURVATURE PCC FOH OF COP w CURVATURE FT PONT OF TMGENCY POC PONI ON CURVE POT PONI ON TANGENT TVP TIC TOP OF PAVEHENT TGP OF CURB FIG FNSHED GRADE EE 1. SEE HORIZNTA CMTM DATA, PAVING - KM, ND TTNFCA SECT IOH SHEETS FOR AODITIWA OR-TIUH. 2. L TOP OF CURB ELEVATICHS ME LOCATED Z T TIE BACK OF CURB. 3. SUPERELEVATIOR TRMSIT.- ME LIHEM. OF�TeXIREF a =y�ptE. #t � BRIpN U. WRIGHT � FORT WORTH® �o C _ SR_ BRIDG611 R..R ASSGCIATES, 004Q4 C O H S U L I I N G E N G I N E E R INC,S ZO Q, BPE REGISTRATION Cnv PR0./EC, n0/5B3 LHpsro n0. aeK 6 etA F !'y CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEMENTS E SHEET B OF 9 GRADING PLAN ENLARGEMENT DETAILS G: BDw 3 AWN, SM AS ESHMN TAUG/2021 815<F 0 16B i— — — — — — — — — — — — — — — — l ANGLE AVE I I /MIST RATER METER I I 1HETE NO MR BOz TO IOTA rETE NI M � ®�IIIIIII t ®0 lllllllll��jl, -' ENLARGEMENT DETAIL OT/PELE-393.'—Cx Ex6tii RT OBB ANGLESB_CL STA 54.3TA,.26.16'R7 ppT/P EL • 59311 O T/P ELES -CL STA 54.3TAL30A1'RT OAN0.ESB_CL STA 54-5.32AT'RT B4/P EL • 59I- O T/P ELE!-CL TA 54.3126. 38.13-RT O6 py ANGLE5B_CL STA 54.33A4.34A5'RT T/P EL • 11161 lO3 B ANELE5993ASTA 54.3236. 32A5'RT OTB GLESB_CL STA 54.29.T6. 3DM' RT p/I IL • 593A6 O pT/P ELE� -CL STA N.2929.3059'RT O T/P ELES 993ASTA 54.2T26.29A0'RT I —'— — I ~ - _ ANGLE AVE— -- — — — I— I I I I I \S�p 6 op —--S— es --=Jl�II L----� NLAR VENT DETAIL 7 OT tN ESB_CL STA 54.NA%32.TT'RT /P EL • 594AO OB pB/PNNE'AESB�30TA IS-W.UIE'RT O pIT/P ELE� 99 STA 55.23A1, 31b 'RT OT — ESO— STA 55-1. 2 T.T6'RT On B GLESB_CL STA 55.pA4.2T.1VRT T/P EL • N422 lO2 VANGLESB_CL STA 55.23A4.2TAB'RT /P EL • 594.32 REVISIONS 1ei � �, 9T RE�6E ��R6 RNP LA.W, FD� NA,ER .e,E 26,23 Iz � 0 0 q 20 GR— SCALE N FEET LEGEND —BDO— PROPOSED CWfq.N —600— Ez6TNG CONTOI.R ... ... ....... Ez6TNG OFFSRE CONTWR TLOv DFECTM SLOPE %O% SPOT ELEVATNN PC PONT OF W.VATURE PRC PONT OF REVERSE CURVATLRE PCC PONT OF CpPC w CUrv.T PT PDNT OF TI Ncr Pm PONI ON "'E POT PONI ON TANGENT TIP TOP OF PAVEIENT TIC TDP OF CURB FIG FN6NED GRADE 1. NOIIESHORIZO1TAL CMTRM DATA. PAVING PLAN ITIMALT INFCCIduLATIMITN SHEETS f01t 2. wL TOP OF CURB ELEVATIWS ARE LOCATED T THE BACK OF CURB. 3. SUPERELEVATION TRANSITI WS ARE LINEAR. ZPS ............ y... BRIAN 0.WRIGN F. Q.,..•...113392 ..... W¢ 2/Zg/Z'J IE F.'..CENSE....•2c.� FORT WORTH® _ LOd. SI_ BRIDGEFARMERs&ASSOCIATES, EINC. C O N S' L I N G E N G I N E R S BPET REc RA 11 C v iR0./EC, nPlSB3 L.Tpsro M. aeN 6 6tA CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTER SECTION IMPR O VEMENTS SHEET 9 m 9 GRADING PLAN ENLARGEMENT DETAILS o: BDw s A_ SN AS ESHOWN I 'Z6/2021 I 62"VI.B D�TA[(CE I�[wfEN EIRyy[y JOINTS 5 11100'xLxlxuw — T_MAi'T4X JGxt�LAAl'n_P00_ E S _ _ _ _xALT-r BETWEEN I RFKORCEO CONCRETE CUTRACTCX JLnTs — CWTRACTION .IONT I 3�VE3NENT PER SECTION EIRAN$Q1 JOINT PER .XX BIBS m IB I PER ]3 13 zVe 13 33 13 O-0(]13 OR 514H ?AIM T I�PERE3 O3 13 JOINT PER TABLE 2 \ PER 32 3 3-DS+B �, 2' CLEAR • PROPOSE. SUBGRAOE PER-/ BUT)• CLEMt CLE 2 TYPC& RDIDWAY SECTION )_' C EAR 4ONGITUDINAI- PAVING SECTION FxEkb 32 3 13-0519T NOT TO SCALE 3 vARES B" PAD 1.9 RSsBDIBR! 'DEWALK PER SQUARE FOOT HIM %• CXYFER M BAR O 12" Ox. M BAR • 24C. 2" CLEAN TYP. 2" SW,40 PVC WEEP X0.E5 m SEEWALK CROSS SLOPE. rv� ryCURB_� 2% IMX. :I r L �KS BARS�� L! m H" Q, z OON.W. R" LOL I BAR n £ COFACTED m 24" Ox. C suBCRE�iJSITo NOTES: RE— DETALI J3' B•• 14•• 61 (Mn0.IlHIC CURB, SIDEWALK ADJACENT Tn'1 WITH RETAINING WAU 1. CITY VM.MAPPROE WITREQH DIED FOR USE S x0T /v�11 �p OF CUAB�xJFE TX AIIExS10N5 `I `x1C \T \�ttts\E TXAI v ROH ADjoI I. SAWED JOINTS INW`CURBOIXTS FOR 1'2' DOWEL EXPANSION JOINT WITH REDWOOD BOARD EVER O'IHAXJFOR 4'SDEWKK AIL EVERT 50'(MA%J FOR 5'SOEWIIK AND AT ILL RADEPOINTS TOOLED GROOVE TO BE T"• w V. (SEE EXPANSION aONT DETALI EIIPANSDN JOINT WITHOUT DOWEL SUPPORT BI511ET PER 33 ; 3 SIT WO,BARS m R,. 30 • SMOOTH OCR. DOWELED AND EFO. I INTO CLERRANCE PER TABLE 2 EXBTHG PAVENENT 3' Ox. PER TAIIE 1 PROPOSED PAVEMENT EXISTING CONCRETE 3 PER SECTION 32 13 13 P VEAENT ...4—PROPOSED EXBTNO� ` / LDOwEL SLEEVE OR CM PER TYPE AL sUBGNADE yN STOP o I DOWEL xL BE PERDWAr SECURED SECTION EXPANSIO 1R T_ IIf'TION JOINT (BETWEEN EXIST." 1� PIAVEEENT) NOT TO SCALE 5' MN ��/ TREE ACCREC CWTNVWS OF NOTES: IDJACENT TO CURB WITH OR NG FS RETAINING 1. ING WALL+ COfACTS 10 9BE DENSITY. DATE LExGTH�t,R D EDGE ]. MINTINGSON 1EL4L�LSTO TMATCH JOINTING PETANNG WALL SUBSDPAY TO MIL ON SIDEWALK. TILTER FABRIC HMTERIAL SHALL CWFOM 1a,6 '-0" SQUARE ILTER O MATERIAL REOII RE HELISTED N CFW SPECIE ICAl ICH1 33 33 13. PATIENT FOR FILTER FABRIC IS SUBSIDI ART TO B�XHD wENETPx0.E `4�� (�sE`E"hoTE -0 3' SIDEWALK CROSS SLOPE CURBS 2%MIX. I I N VI.-\ IOIo1I a� `o BeRS `COHPACTED R,LWc Q',f 11 ooxa.w. BBOX°DDiNSITY m I. O.C. SIDEWALK ADJACENT TO CURB O'ER 32 B 2 -D5461 ROT TO SCALE I REVISIONS Flei OESNFORCI UI� I U-0ATE PN— R REKORCHG STEEL _o6/1 I z p RFI0I SIDEWALK REDESgN 03/O6/3l IJ p I� AVING CON TRUCTIOR DETAILS SHEET 1 a+ taxsTRUCTION NOTES AND TABLES. SEE NOTE �?�..E�' pEP SECTIW OL R 33 9M SE ION O1 \! II ; O PEOR TM•C. B d SECTgx Z -; ED ACCEPTABLE •_4 ° o .. gr/ THE B3124 0 PER NATIVE SECTION 3I 24 OD �PSE�pF�ff\l i PROPOSED SUBGRADT ER ER TTPIOAL pOAD 3• Y' MIN EXCAVATION OUTLNE FOR STREET CONSTRUCTION /#„ J ECTgN CRP DIE— REPARV /....:............. j BRAN D. WR GHT �J MONOLITHIC CURB HIC (PER 33 13 13-0]251 �-•••�••••••-•-••-•••••;•••/ g FF10.,, 11339 Eo .c`�i �. DEEP U BARS O 18' NOT TO SCALE 4'MN I F'• fE NS : �+ 11 7 17FIF�I t_I I t tl aRe ox B 3 soEvxR Co?LOPE NOTE: sl FFI�I I I CONCRETE :— CONCRETE RMP� fI '. 3F MAX. PAVEMENT IICICI Icfl'I - _ 4 191[311 �, I,12.6DEWALK WIDTH 4•MN.5•F SCEWAA .3 BARS.;B••DxR.W. IIaI .3 BAR5 mTo. OX y IIOIOI JI kORT WORTH, o 6 ICATE. T TO CURB. OF GHEArER A COINACTED OxR.W, NOCATEO W THE RAMS. PLAN go.5 NRYO CCMACIEO SUBORADE �+ TO 90Y DENSITY p, REINFORCE RETF_ SIDEWALK g :-^JCTION V W �} d TI VIEW SIDEWAL z �NDT TO SCALE I • LONG m4 BAR I _051_ BRIDGEFARNER & ASSOCIATES, INC. m 24" Ox. ES �R C O N 5 E SEE rARLE , RAMP T -IN A PAVEMENT (PER 32 n 2.-.sns, -ArI- tF-MAY oRER 32 o 20-05410 NOT TO SCALE UTBPE REGISTRATION NO U IX% BARS BETWEEN //�� TRANSVERSE CONTRACTION JONI NOT TO SCALE cnr PNUECT n0/393 .Y-zes( !" o6a.W. TRN5vER5E WITH SLCOE JDNT SEALANT END ? EACH BLOCK CUT HA=sro rn. aev a EZA y •ER TABLE 2 CONTRACTION / PER 33 IS D-0SR 9' BLOCK-WT TRW BACK OF TRa5VER5E N WIITH A 0.1i JONT—TIIO BACK OF CURB CURB POR DRIVEWAY APPRWCX X EXPANSION JOxT3T 15EE NOTE 4 ON SHEET 0 �Bnc [A UNNY I� _ .. ... .... ......... .... ..... — / \ I TRANSPORTATION WORKS 2D• sHooTx SAWED DUM4r DOWELS • c• OC, ' CITY OF FORT WORTH, TEXAS ORTATION AND PUBLIC JOINT WITH SLIOOc JOINT !I LONGITUOINAI. CONSTRUCTION CAPITAL DELIVERY a SEALANT U ...... _ + r + M :36"OEFORIED CONSTRU JOINT r WTR TON' t ri i C a, SIRS 3 0' FOR L -` oir&R nl r '10"T TMX ON 4z• BLacK-ouTT FRW aNe a WeRN W. LONGAVE&ANGLEAVE u BARS m ...... .. EXPANSION BACK OF CURB FOR W-LFE ILETS.AID 11" INTERSECTIONIMPROVEMENTS !" V. JET TERSECTNG BLOCK -OUT INLETS. — BACK a EXPANSION B' BLOCK-WT Q BACK (F CURB STREET ITYPJ C R FOR RECESSED INLETS JOINT FRW BIGX SHEET 3 6 5 TRANSVERSE „AWED TRANSVERSE DUM4Y .(DINT (SEE LUTE 4 W SHEET I, OF CURB FOR J1 CONSTRUCTION TH SLCCE JOINT SEALANT TIEVNIW O JONT WITH PER 31 3 13-DSc (SEE NOTE 4 W BEET D PAVING CONSTRUCTION DETAILS sLgaNE JOINT PLAN OF�STEEL LAYOUT SPACING DIAGRAM FOR JOINTS & BLOCKOUTS -0SEALANT b !!44 15113Ot " ER TN' �]-0SOBI NOT TO SCALE I OR—Ol: AKHI ASESHOWN I T6/2021 I BOSO TI6B I I A ulln m 1-1 No. TYPE P-2 PARALLEL r-URB RAW IPER 32 13 20 4 1 5 NOT TO SME 111PTION 2 ............ . .... rl"14w- ..... -- 711 on, 3 11 2 Z 13 ,,ONAL FORT WORTH' ,'N, BRIDGEFARMER & ASSOCIATES, INC. Q404ru C 0 N N U L I I N G E N . . . ,21 TBPE REGIS—TION NO 264 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG A VE & ANGLE A VE INTERSECTIONIMPROVEMENTS PAVING CONSTRUCTION DETAILS I BOW1 ZE: I ; A AKH SHGW� I Z6/2021 LONG AVE. FACE OF CURB END VARIABLE HEIGHT CURB r IR n TRAFFIC SIGNAL-' - DRILLED SHAFT PL AN NOT END RETAINING WALL BEGIN VARIABLE HEIGHT CURB \�\ ACE OF � RFETAINING 1` WALL W Q (� Z vARES B" . PAD FOR AS CONCRETE SDEWALK PER SOUARE FOOT J 3/4" CHIm 04 BAR m 12" O.C. • 23 BARS m 18" O.C9.w. p9 BAR m 29" O.C. IFELD TRIM BARS THAT Y CLEAR TYP. CONFLICT WITH SHAFT. PROVIDE 1.5 END CUR 2" SCH.90 PVC SIDEWALK COVER WEEP HOLES m CROSS 10'-0" O.C. SLOPE 2X MAX. Ij}-- w� LURE — +I BEGIN'v JI AI RETANING WALL t++ I} COn1PACTED UBCRADE � 12" LONG . BAR1 m 24" O.C. 12.. W I TO 95X DENSITY p3 BARS m 18" O.CE.w. 1/2' EXF 1sul§sl)lj VARES 4'-0" DRILLED SHAFT I `vAREs SECTION A —A (SHOWING DRILLED SHAFT) I REVISIONS �P -PTI. oar Ix D I� 0 :D TOPSOIL MN =II' REE DRAINING pt�d GGREGATE ONTINUOUS LENGTH F RETAINING WALL '4 uQy4 -UBSDIORY TO WALLIn ;n, o <� V-O" SQUARE FILTER i �i FABRIC CENTERED I �g BEHIND wEEPHOLE r;l� OPENING Dw� )SEE NOTE 41 a�w .MATERIAL AROUND SHAFT RJESSE O. NARRELL p........ ...........�..� TO RETAINING WALL) t � 13024T + f MIN. tt aF.�13ec[rv5f: 5' B"[TDRSOL TANNED R PAD FOR AS CONCRETE SDEWALK PER SQUAREFOOT .:1 USUAL V4" CHAFFER p3 BARS m 18'• 0•C•B,W p9 BAR m 12" O.C. p4 BAR m 24" O.C. II SIDEWALK CROSS w SLOPE nl 2" CLEAR TYP. i 2X MAX. II )ICI II -III 1 p3 BARS m 18"-I//P� OLE CE.W. PCONSTRIBJT� CONPACTED SUBGRADE� TO 95X DENSITY SECTION B—B (SHOWING SIDEWALK WITH VARIABLE HEIGHT CURB) 1A\ �ONeI FORT WORTH, _05._ BRIDGEF BRNER$&RA ASSOCIATES ,EINC- j BN E N S CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEMENTS E PAVING CONSTRUCTION DETAN.S SDJEWALK DETAILS AT SW CORNER ( o: ION s nurv. JDH AS ESHOW N �MAR/2023 BTAVI.. E 9 C El T _ N I Ln N 1 7 � �caaxc_a ` rF%6T RW I REVISIONS FyQ� � s+ar O:TY I z A wl M - B[Iov[ Bus PMAKMxr xNNx9s nw93 A 30 0 30 BO 0>B GRAPHIC SCALE N FEET LrGEND OA REFL P. 1W1OREFL PAV !MI IWI VAROWI O OREFL PAY MN 1W114' 1-DI OJ REFL PAV M8I (W)IS—) OC REFL PAY MB( IWI IB•I1Y01 00%U'P. CC MK lY II -AA OREFLM124.1 ISLDI O,DOAA..1CVTItSA OREFL PAY !RI IY114"11-1 OR AV FL !MI Tx I-c p» I.. CC O k OF REFL PAV NP% IYI 14')1— O040'C{ MN lx IICit F2 REFL PAY MBI DBL(n(4-115L0100 REFL PAV MN Iw1119•IIDOTI C-IFt TWSTRPEXCAN aa LONG_CLl OO REFL PAV MN 1T118-1 ISWI OP fB:PL PAV MBI Iv11491SLD1 BTA Z-21% 33A0'LT O OH REFL PAV MB( 1W11WOFA1 OR NSTK B F TYPE E B ARCAA5 L PC OO REFL PAY MN 1w11B'I WTI OS xELD LNES } 3TLI 3'STRPE.9'GAPI — AO'LT 0>8 C NOTES: IAL . L PAANENT WAKING$ SHALL BE INSTILLED N ACCOFAANCE W.T. THE CITYS COISTRUCTION STANDARDS AND CURRENT TEAS MINWL CN INIFO TRAFFIC CONTRM DEVICES. 2. ALL DINENSICNS AND STATIONS ARE TO CENTERLINE CF PAYEIENT NARKING$. d Z Ir 1— `I N Q re%% 0 I �1PZE� of Ljj BRIAN D.WR HT A y/j9/23 A kORT WORTH® E..T RDw D O � BRIDG6FARME.1 ASSOCIATES, INC- p I:,Ir.I C O N S U RP T RRO G E N G E (s1reATlox e A s oaB N E r -AarcT U �nana / � ` nNRsro No. aew n sz. W CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEMENTS E 51EET > 6 5 ' PAVEMENT MARKING PLAN W LONG AVE STA 252,80 TO 21.1) ANGLE AVE STA 56-00 T062i00 N: BDw s nwrv. DM AS ESHOWN NAUG/2021 113aa T16B 9 I %6TRN3 C El T-' o P4 I N1 R45' - LU J _ �VR-30-- I OBEGIN TOPER WOR CIL iI OEE(W TAPER STA 253N3A9, aOSs 44AO'LT 445TA 35 T OBEGN TAPER Q LORG_CL ST t54•i035. 44.1>' RT ` rF%6T RW I REVISIONS Iz p II p 30 0 30 BO 0>B OROPX%: SCAE N FEET ORER F. 1.1 t4'11 OREFL PAV !M( I. VRROvt O OREFL PAV M14 1w1(4' 1-DI ORFFL PAV iRt MIS—) @REFL PAV NRK Iw118.11YD1 OO %L CC MN lY II -A A OD REFL PAv MN Iwl R4.1ISLDl OL INT112-STR.K.9 1CAP1 - OOE REFL PAV IR( 1T114"1IBNO ON iFL AV IM( lx IS p» 90'CC k OF REFL PAV !R( 1Tt 14'11SLDI O1 40'C{ MD! lx IICit FP REFL PAV MM DBLITI(4•I ISLDIOIEFL PAV MM Iw1119.11D0T1 CIXARASTIV STRPE,2' GAP1 aa LONG_CL, @REFL PAV MN IT118-1 ISWI OIEPL PAV MB( 1T11-ISLDI STA Z59M421% 35AO'LT NSTKCB F TYPE O OREFL PAV MN Iw11wOFA1 OR BARBAOE L PC @11— P.— 1w11B'I.' O$ 'ELD LEES } -TLI 3'STRPE.9'GAPI — AO'LT 0>8 C NOTES: 1. OLL PAVEIENT I—GNGS SHALL BE INST—ED N ACCOFAAICE ITN THE CI-S -�- ID CONSMCTI@I STANDARDS WI WINIENI TEXAS o NWUAL ON uq IFORII TRAFFIC COIITRM DEVICES. 2. AL DINENSINS AND STATIONS ARE TO d Ir I— CENTERLINE OF PAVEIENT NNBfIN.. Z IB 1 EV o awe' W �.!:.i............. / ...113392 23 � E%6T FORT WORTH® 0 D BRIDG6FARM6R ASSOCIATES'El S NC- p �Or •CON SURPTREGG ENGBNE 081 r�•oA4¢ci ne13B3 EI. ISTRATION R U CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY L W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEDMNTS E SIEET > 6 5 PAVEMENT MARKING PLAN W LONG AVE STA 252+80 TO 21.1 ANGLE AVE STA 51-0O TO.2 O o: BDw 3 nwrv. DM AS ESHOWN NAUG/2021 1133 <F 116E 7 1 i i i i i 0 6—ESB_CL "EFT 051 REVISIONS 1ei � RPIB. RE�,E BB6 S,m SMIB P�� Iz D 059 0>5 30 0 60 GR— S—E N FEET LEGEND 05P ❑B W)BLENB_CL O60 0>B SCx x0, Z SMN.L SM IPp POLE T SMLLL SpN aN BROCE 3E 3 SANS AND POLE 4 ``\ E M1GLE_CY SGN MITN 2 P0.E5 NIT" J POLES 1 ONLY LL `o \\ \ `� I..I TVPE nB4RRIOgpE ISO ` \ X i EEI® NOTES W I O \:` \ `\ \�$ \•`\ ore 1.S E S*N SBMINPV s"EET TCR I �' pi •9L• \ ` � 1341 ❑� IpEPEO SGNS. LL I:,E1�6'I I\� —E..T ROM /-III\//LIJ/) III > I STOP I Teus"IsirosERT I ,\ \ \�\'\1\\ Izi�><m•I gqoxLSSr�� NEMDVE E%6TNG1 _� 130I%36') 0>8 C O \ t+0 N OD EX151 TO RE I) Ez5T OM d CY F — — — W.LONG AVE z NO t54.00 • .-.. _- \b0 P3 :00 \ WG — i W I* i �� { BRIAN O. WR HT / y/19/23 Ex6T \ 07a 5 �� 06t \ h `\ ILL B FORT WORTH® \ RI-2 STOP I�R4-1ciY-I 6 � I III `\JB'F36'%J6'I z RI- RNRv METRO ' R4-T \ ` ° IA ❑ I �y��BRIDG6FARMERBire4ASSOCIANES,EINC. O E%I TO RE )`\ US STOP SCN 134•zI0'1 I \ 1 I 9 O O S BP REG E R E - u RENOVE EXSTN01 _ ONLY 04) O55 I —I I�TC� = v PRa¢cT nOaeJ nuPsro rn. aew a sz U I uI V ppMll �l � \ \ c3fi• Ix 36•) I `" . W CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEAMNTS E SXEET > OF 5 ' SIGNING PLANS W LONGAVESTA252+80TO259W0 ANGLE AVE STA 56+00 TO 62+00 B: BDw sA FA, DM S LSHOWN �AUG/2021 IlBaa TI6B 7 i i I i i �c I LEGEND OF SYMBGLS I p. o uvlssio s SIGNAL MAS ARM UNTED IGN p• ` I C - TRAFFICPSIGNALSHEADM ASSEMBLY E3 NEW TYPE DOGROUNDSBOX W/APRONIIR ST OF FEMO A ♦ f6 I I I, 2) `w.0 ew.�.w. eaxnwwx $ Il Bq, \ SIGNAL HEAD NUMBERS 0 NEW TYPE D GROUND BOX 9 ♦'� �Ys NEW CONDUIT RUN 4 NO. �J PEDESTRIAN HEAD PE6I AND NNEW CLOCITION OF (SIGNAL POLE AT_OF NEWW POL ♦ \ �� ,R; `�.'i,, I ®- HYBRID DETECTION CAMERA 0 NEW CONT. CABINET ASSEMBLY L.� ATION REQUIRES POLE TO BE INSTALLED ABOVE ♦ 9� EXISTING FED POLE. ADJUSR EXISTING SIGNAL HEAD m p ` I aWN• OPT ICO%1 DETECTOR �K ILLUMINATION POLE ASSEMBLY REMOVE BAC%PLATE AS NECESSARY FOR CLEARANCE. k 3 SECTION VERTICAL HEAD SHALL BE INSTALLED ♦r9' ___B. D.4___ BIGHT OF WAY LINES PEDESTAL POLE ASSEMBLY W/MPS POLE T-3 TO SERVE AS A PULL-THRdIGH LEFT N HEAD FOR THE SOUTHBOUNo ANGLE LEFT TURN PTZ CAMERI — VEHICLE DETECTION ZONE MENT. a l)/ f ( T-4 TRAFFIC SIGNAL POLE NUMBER P-2 PED POLE NUMBER I Q b �71INIT1 Tx41 11TEMI aw¢rraww. ♦ \ \ \ NEW ILLUMINATION �• , \ I TYPE R DRDIINI�j/� _._. I \ NE& ILLUMINAT ION •�'• ELECTRIC SERVICE PEDESTAL DigHally signed by �(jcxwsc«a.n�w 3:-- ChdsloPher Pierce, PE xWl� D.I. zoza.Daoe a T- ,0384]-0B'00' 11: I \\ \\ \ 2 R 5 ss mrrNrxc. L.L.c. Nsms Nulax u r. o * \P-al --------------- R.O.W. P 5 ♦ \ Ate♦` �7 I I1 ♦ ,t INSTALL NEW CITY OF FORT WO' 1-2D 6 10 Pay PEDESTAL ELECTRICAL SERVICE ) I e P - T ==RR �= Block 1200 11' 3 -19 EXISTING ELECTRICAL SERVICE _V—Y-- III I Posted Speed=35 mph F 11' W 6 AVE 110, 12 v �12'--- SP,--�— —e — `R=1 15 is —wwl 2-13 , 55 \ 22 21 ___�� —R-11 —__ cwi# --rr-- — _: —_ —cT� - - e_1 ,s T-3 .- j ca,r.T or a• DIaNNr.T j ft 15 _@0RN ER & ASSOCIATES, OG II NES INC. C 0 N U N rol Le shRtt \ \ \ \\ / iN�1- emsTRAnax uo zNA E ER SIGNAL POLE LOCATIONS �% r irarrlc W 5-40.1 2T-4 _ ISi�Lwg CL 25fi U] 51. Me' RT I z � I IJ � w ♦ 1 CITY OF PORT WORTH, TEXAS Q y 2 P-4 slx s F unr mswwsl I _ _\ TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING a 0 �oxx.�r l I \ e ,ti ♦♦ ,,`' '•,\ & CAPITAL PROJECTS DIVISION \� I I � .o •F m C1 w aft �s W. LONG AVE & ANGLE AVE z �MwaN a NEN aR.L LX,ExsDx: ! a�� '•� INTERSECTION IiYIPROVEMENTS o � s -A-IC Jµ� xacs � s I .I � \ � x',y-A-IC SIGNAL - z PROPOSED LAYOUTOt � AS 3 16a I SHOWN I yAUO 2B21 I 135' I68 I SUWRFY ai MAST ARM/SIGNAL POMOUNTEDGN E MOUNTED SIS I uvlsio s 10 TYPE LEGEND SIZE ACTION LOCeT ION I+ I .0 A RI O-I2 MOD LEFT TURN YIELD ox FL SHING TELL- ARROW 10'%36' IxSTALL T-1 MAST AR4 I+ I e \�'1' `§;,9 • B uEigO I200 AND evE 3100 INSTALL i-1 ue5i ARM C RIO-12 MOD LEFT TURN YIELD ON FLASHING YELLOW AN— !0'%!G' INSTALL i-2 MAST AR4 _ D 4Eifl0 I500 W LONG PYE 1200 INSTALL T-2 MAST ARM 20 —_ id0 \ ` E IIO-12 u0D LEFT TURN YIELD ON FLASHING YELLOW ARROW 30'%3a- INSTALL T-3 "IT ARM \ '\ A A ry p F NETRO 1300 ANGLE AVE SZOO INSTALL i-3 IMSi ARM p \\ \ kph C R10-12 MOD LEFT TURN YIELD OH FLAMING YELLOW ARROW !0'%!e' INSTALL i-d MAST AIM k METRO 1200 W LONO AVE ISOD IxSTALL T- Me3T ARM THE CITY bF FORT WORTd WILL FURNISH AND CONTRACTOR SHALL INSTALL LL wST ARM MOUNTED IIGNs. I. 30. _Id ,ENT SHALL BE SUBSIDIARY TO INSTALLATION OF THE TRAFFIC SIGNAL. I� —'1 LEFT TURN Y YIELD.. ` 36" ON FLASHING II Digitally signed by Christopher Rerce, PE //✓'`/j�yy/�'' DRte. 2023.03.09 S SIG N$ A, C. E, G c / 10 54:02-0600'.jPF6xu.'y n� --- w. fl. a.W. J • .•--- e - _-i ___---.__ __ I ` Block 1200 e T -\1� r I x I Posted Speed = 35 mph E Block 1500 W L 1 n % �_ a �.. rW LONGAVE nc� RITE! BRIDGEFARNER & ASSOCIATES, INC. xH@83 C o N SULT IXG ENGINEERS HI LEGEND OF SYMBOLS i �i I =�'- TBPE RE.1 TRATIDN ND:B A I 1G—$1 — SIGNAL POLE/MAST ARM ASSEMBLY a MAST ARM MOUNTED SIGN \`a / "` •"•" .++no.... e. U]I-- TRAFFIC SIGNAL HEAD E3 NEW TYPE D GROUND BOX W/APRON 4 SIGNAL HEAD NUMBERS m NEW TYPE D GROUND BOX I �` NEW CONDUIT RUN & NO. j — 'A CITY OF FORT W'ORTFI, TEXAS Q \R �_I PEDESTRIAN HEAD I I I 9/ I {'L D➢- HYBRID DETECTION CAMERA 0 NEW CONT. CABINET ASSEMBLY II�1I I\, TRANSPORTATION AND PUBLIC WORKS I I a!P• OPTICOM DETECTOR W—A ILLUMINATION POLE ASSEMBLY !- I I `, TRANSPORTATION PROGRAMMING Z l • o & CAPITAL PROJECTS DIVISION -�0.�--- RIGHT OF WAY LINES � f�' � \`i D] PEDESTAL POLE ASSEMBLY W/APS - \ WSW PTZ CAMERA 1 —� VEHICLE DETECTION ZONE (- I \ � �t W. LONGAVE&ANGLEAVE z n ?\,; / �' o °O INTER SECTIONIMPROVEAMNTS > T - 4 TRAFFIC SIGNAL POLE NUABER P - 2 PEO POLE NUMBER li 1 T / \ a I''S % Q TRAFFIC SIGNAL - TRAFFIC SIGNING LAYOUT � \ > 6a.... MxsP IAS SHOWN I YAUG 2821 I 136^ 166 �+ LEGEND OF CONDUIT I uvlssio s I CONDUIT (FEET) NUMBER OF CABLES I. .n+nnc .w.�w. a.�Yw•.n.n..+ I 6 I+ I I 9 NON SIZE LENGTH BORE III 20C><19 AWG lOCe14 AWG 3Cs19 AWG VIVDS OPTICOM ETHERNET 1C1<6 XHHW 1C,r6 XHHW ICl6 XHHW ICW8 XHHW IC-8 XHHW 1Cl8 XHHW FOR (LFI TRENCH (T) (TY A) (TY A) (TY A) DETECTION CABLE CABLE CABLE WHITE BLALK GREEN WHITE BLACK GREEN PTZ CAMERA (POWER) (POWER) (POWER) (ILLUM.) (ILLUM.1 (ILLUM.) �ep R PROP. EXIST. k I 1 2 30 T I I 1 2 2 10 T 1 1 1 3 2 10 T 1 1 1 4 0 T 4 4 9 I 3 0 T 3 8 3 10 T 4 4 I 4 20 T 4 3 5 I 3 20 T 3 7 1 1 1 3 20 T 4 4 I 6 3 30 T 1 1 7 4 30 T I I 1 I 8 3 25 T 1 1 4 100 B 2 3 4 2 2 9 2 100 B 1 1 1 4 45 B 2 3 4 2 2 10 2 45 B 1 1 1 11 4 10 T 1 1 1 1 1 1 1 2 12 3 20 T 1 1 4 85 B 1 2 2 1 1 13 2 85 B 1 1 1 a � j�14 9 80 B 1 2 2 9 20 T I 2 1 I 1 1 1 I I n OigRelly signed by ,Fn Ch—phecPierce, PE/Ot. ._ _ ^ C/Cj2023.03.N 10:55:0,.0808 i � R�AO� 3"� �tiMi LiOJS •� •� •� \......................../.........J ""` 6 S I 18 4 105 B .sE snci.csninc, .... T. - �ois+n..ia nw c .so $ I 2 105 B 4 4 40 B 9 ®en-uwow !Oq!l71110�m 20 2 90 B 3 15 T 1 1 !! 21 4 30 T I I 1 _o_r_ BRIDGEFARMER & ASSOCIATES, INC. III N C O N S U L T I N G E N G I N E E R S -,Fql TeFE RC0IeTEAT1a. No zs4 ffi 22 3 15 T I I ••+•^oa. •,•,y+ .+moo.... e. 9 85 B I 2 2 I I z 4 I 23 2 85 B 4 B5 B 1 2 2 1 1 CITY OF FORT W'ORTFI, TEXAS W 24 y 2 85 B TRANSPORTATION AND PUBLIC WORKS 1 CABLE TOTALS IFTI 835 1400 +6851625 835 835 60 40 40 40 370 370 370 TRANSPORTATION PROGRAMMING z pY CONDUIT TOTALS (FTI & CAPITAL PROJECTS DIVISION 9 I 2'. TRENCH 50 A 6 V BORE 625 1 W.LONG AVE&ANGLE AVE 3" TRENC [ �9>t 185 � INTER SECTION IMPR0VEMENTS Q 4" TRENC 120 4' BORE 625 TRAFFIC SIGNAL- DESIGN TABLES THIS CHART DOES NOT REFLECT THE QUANTITIES OF CABLE INSIDE THE POLE (Z OF 3) e... �nss IAS SHOWN I YANG 2.21 O s SIGNAL POLE CHART POLE NUMBER T-1 P-1 P-2 T-2 P-3 P-4 T-3 MAST ARM LENGTH GO, N/A N/A ^ CITY POLE TYPE/FOUNDATION TY 46 / 5 TY 10' / I TY 10' / I 56' TY 45 / 5 N/A N/A TY ID, / I TY 14 / I fi5' T.DOT TY 48-A W 22' WITH LUMINAIRES NO NO NO YES NO NO YES SIZE OF LENS 12- --- --- 12 --- --- 12- 12• SIGNAL TYPE v3B v3 V3 P P v3B v3 v3 P P 13 131 v3 v 3 SIGNAL FACE N0. N 2 3 1 5 6 i B 9 10 11 12 13 19 R R R DW OW R LED SIGNAL INDICATIONS FY/SY Y Y W W FY/SY R R Y Y DW DW R W W Y R R R FY/SY Y V GA G G GA PED. BUTTONS --- G G --- G GA G G 1 1 1 R • RED ALL,Y YELLOW BALL, G GREEN BALL, RA • RED ARROW, YA • YELLOW ARROW, GA • GREEN ARROW, 1 1 FY • FLASHING YELLOW ARROW, Y STEADY YELLOW ARROW •. SEE TXDOT LONG MAST ARM ASSEMBLY SHEETS LMAH -12 THROUGH LMA(51-12 FOR DETAILS $ I p CABLE/WIRE INSIDE POLE AND MAST ARM (FEET) 3 CNDR 5 CNDR 7 CNDR VIVDS ETHERNET POLE NUMBER CABLE CABLE CABLE IC W8 XHHW OPTICOM DETECTOR CABLE FOR f-14 AWG) (a14 AWG) (w14 AWG) (ILLUM.) CABLE CABLE PTZ CAMERA ITT A) (TY AI ITY A) 5p0 T-1 --- 160 80 --- 80 80 --- P-1 5 10 ___ ___ ___ P-2 5 10 ___ ___ R, I T-2 --- 152 76 --- 76 76 30 Y P-3 5 10 ___ ___ ___ I P-4 5 14 ___ ___ ___ ___ ___ T-3 5 —142 176 76 90 76 76 --- I P-5 5 10 __ ___ ___ ___ ___ y` I T-4 10 +38- 204 85 90 85 85 --- ` TOTAL 40 a-42- 756 311 180 311 311 30 i A NOTE: 1 CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING INEXHAUSTIVE LIST OF ITEMS: p G. 3521 CABINET CONTROLLER $ BATTERY BACK UP UNIT (BBU) 9 D. EMERGENCY VEHICLE PREEMPTION (TOMAR BRAND OR EQUIVALENT) C. ITERIS VANTAGE VECTOR DETECTION SYSTEM (HYBRID DETECTION d. ATC 2070 LOX CONTROLLER. OR EOUIVALENT) e. 4G DI GI MODEM. I R 9 F I REVISIOlis I I+ J 1 I+ I I - iln------- r�r� P-5 rl T-4 P-6 , ry fi5' , u TY 10' / T.DOT TY 4E-A W 22' 14' 1 ++�11 NO �I YES NO -.-1 ,.' --- 1/VI' 12- --- .-. 12• P v3B P v3B 13 v3 P P 13 15 15A 16 1l to 19 20 21 22 D. R Dw R a R DW ON R W FY/SY ' W (I FY/ST T Y W M Y ) GA ` I GA G G G , 1EE 55 Mpy 2 5 1 E 0D21Os1E9D 2Z arv0RSG5 UMIT50FR0uEPOLE NG=65510iaLL BEA05 W(INilp ON POLE T-9. C z sa �l D,1,11y a,9Ded by i4 54 Y / Chnatopher Pierce, PEAS') Date. 2023.03.09 'ym� 10.55.3&06'00' !! !Oq!l71110�m _9NOF_ BRIDGEFARMER & ASSOCIATES, INC. 101 C O N E U L T I N G E N G I N E E R S I/31F� BPE REGISTRAT1aN NO 264 IOU CITY OF FORT W'ORTFI, TEXAS Q W TRANSPORTATION AND PUBLIC WORKS C7 TRANSPORTATION PROGRAMMING 4 & CAPITAL PROJECTS DIVISION < W W. LONG AVE & ANGLE AVE z INTERSECTIONIMPR0VEMENTS C' Q TRAFFIC ffiGNAL- DESIGN TABLES `� (10F3) O AS SHOWN I yAUG 2021 I 138 ^` 168 �+ l I SIGNAL HEAD AND POLE PLACEMENT (FEET) Y jNO. OF HEADS POLE NUMBER A B C D E F G H I ON MAST ARM LUM-A / POLE T-I 9.5 20 14 22.5 --- 60 19 --- --- 3 / 0 --- P-I B. SN, I9. SSW PEDESTAL POLE ASSEMBLY 10 --- 10 --- --- P-2 19.5N,7SW PEDESTAL POLE ASSEMBLY 10 --- 10 --- --- T-2 13 20 13.5 1 22.5 1 --- 56 30 --- --- 3 / 0 1 W P-3 IIN,9NE PEDESTAL POLE ASSEMBLY 10 --- 10 --- --- y P-4 9.5N, 16NE PEDESTAL POLE ASSEMBLY t4 14 10 0 / 1 _ ^ --- T-3 20 28 12 I 21 I --- 65 30 -� 14 _ _10 _ _ _ _ 3 / 'II, 1 1 I P-i 5.5S. 17AE,,,A PEDESTAL POLE ASSEMBLY 10 --- 10 --- --- T-4 acTr' 13 1 29.5 I _13"-I` 23.5 - I" -i 65 30 l/ -� 14 V10 3 /� 1 1 • P-1: 8.5N,19.SSW - 8.,5'�KlGRTH OF EXISTING LONG AVE CURBLINE EXTENSION, 19. 5' SG✓��/ ., �n.:I . w A„`„Cih(CEl" URBLINE EXTENSION. P-2: 19.5N,7SW - 19.5' NORTH OF EXISTING LONG AVE CURBLINE EXTENSION, 7' SOUTHWEST OF EXISTING ANGLE AVE CURBLINE EXTENSION. P-3: 11N,9NE - 11' NORTH OF EXISTING LONG AVE CURBLINE EXTENSION, 9' NORTHEAST OF EXISTING ANGLE AVE CURBLINE EXTENSION. P-4: 9.5N, I6 NE - 9. 5' NORTH OF EXISTING LONG AVE CURBLINE EXTENSION, I6' NORTHEAST OF EXISTING ANGLE AVE CURBLINE EXTENSION. P-5: 5.55:17NE - 5.5' SOUTH OF EXISTING LONG AVE CURBLINE EXTENSION, 17' NORTHEAST OF EXISTING ANGLE AVE CURBLINE EXTENSION. _. . _ _..._ ..- -..-.._._.. I APS MESSAGE CHART G HPLMBER PMOOVENERNYN FUNCTIOxS SPEECH MESSAGE/SOUND DETAILS BUTTON PUSH ON DON'I WALK WAIT P-I SWiHBdND I I EKTENOED BUTTON PUSH WAIT TO CROSS LONG AVI— AT ANGLE AVENUE. LOCATOR TONE SLOW TICK wuK INDICATION • RAPID TICK ACCESSIBLE PEDESTRIAN SIGNAL UNITS gq I aunory PUSH ON DON'T WALK WAIr CAP (EACH) B P-2 KASiBetl11B- I EXl P jjjTT(W — We 1T TO CROSS eNGLE •VENUE AT LORD •vEM£. t(�C( ix FURNISH E NESTBOUND I TINT Slow TICK & PED BUTTON PHASE INSTALL K INDICATION . RAPID TICK P-3 WESTBOUND BUrTONLPUSH ON 'T WA WAIT EXTENQEO jy TSM{ PUSH WALK WAIT TO CRO55 INGLE •VENUE eT LORD evI—. ��.• (( {I SLOW TICK SOUTHBOUND 2 WESTBOUND 2 4 RAPID TICK NORTHBOUND 2 1pWAA, Y/SIrvDIICCATIONC• ATE%TENOE�BUiUSX WALK WAIT TO CRO55 LONG AYEMIE Ai ANGLE AVENUE. EASTBOUND 2 P A LOCATOR TONE SLOW TICK TOTAL 8 NMITHBGEN. K IxDlunox . A ID TICK j T ! ___ __ WAIT EXTENDED BUTTON PUSH WALK WAIT TO CROSS LONG AVENUE AT ANGLE AVENUE. LOCATOR TUNE SLON TICK P-S EAST—D y.•w,,, WALK INDICATION • RAPID TICK MITT. PUSH UN DON'T WALK WAIT EXTENDED USH WAIT TO CRO55 ANGLE AVENUE AT LONG AVENUE. NBUTTON NdITXBWXO TBUTTMITONE ON TICK WALK K INDICATION . RAPED TICK PUSH ON DON-T WALK WAIT �-� T A EASTBOIMD EXTENDED BUTTON PUSH WAIT TO CROSS ANGLE AVENUE AT LONG AVENUE. WA LOCATOR TONE SLON TICK LK INDICATIOx . RAPID TICK BUTTON PUSH ON DON'T WALK WAIT EXTENDED BUTTON PUSH We IT TO LROSB LONG AVENUE AT ANGLE AVENUE. _ 4 �� LOCATOR ONE BLOW TICK T-A@ gSOUT�xBWNO S • COUNTDOWN SPEECH UISSAGE WALK INDICATION . RAPID TICK -OFF- FOR ALL UNITS I REVISIONS I I• � I E I D C B F A A TFACE OF CURB FL OF POLE C z a Chnst203 0 bce, 2PE Date: / 07-06 O' KaaAaa�'' ,, pp Lll s !! !!!!1!l71110 _051_ BRIDGEFARMER & ASSOCIATES, INC. .N00. C 0 N S U L T I N G E N G I N E E R S .TE NEDISTRATEDN No 2WN -D L CITY OF FORT W'ORTFI, TEXAS Q W TRANSPORTATION AND PUBLIC WORKS C7 TRANSPORTATION PROGRAMMING 4 & CAPITAL PROJECTS DIVISION W. LONG AVE & ANGLE AVE z INTERSECTION IMPR 0 VEMENTS a SIGN TABLES TRAFFIC SIGN OF O 3) 16e+ ANs P I AS SHOWN I -AUG 2821 I 139 , I68 �+ s s 9 \ 9> 12 IQl LONG AVE S I uvlsio s I 1• 1 5 5 10 1 u I LEGEND OF SYMBCLS a MAST ARM MOUNTED SIGN I (�IWY SIGNAL POLE/MAST ARM ASSEMBLY — ------------ - I 1+ TRAFFIC SIGNAL HEAD O NEW TYPE D GROUND BOX W/APRON =, _ �-------�---------- '_^ 1 44 SIGNAL HEAD NUMBERS ED NEW TYPE D GROUND BOX \ Y\ F I \R_ NEW CONDUIT RUN & NO. N PEDESTRIAN HEAD HYBRID DETECTION CAMERA 0 NEW CONT. CABINET ASSEMBLY D I OPTICOM DETECTOR �IWF ILLUMINATION POLE ASSEMBLY - ... �+ PEDESTAL POLE ASSEMBLY W/APS---BD.4--- RIGHT OF WAY LINES Digitallysigned by VJVJ1 —� W1 y — W 1 //�� ChnstopherP— PE > I �,—� VEX ICLE DETECTION ZONEK — `✓""'Y/�'�N"`Date. 2023.03.09 PTZ CAME — — - i nn 106840-06'00'. T-y TRAFFIC SIGNAL POLE NUMBER P-2 PED POLE NUMBER S 1 1 11 11 16� P s R-13 Z. _ _.HO1_ BRIDGEFARMER & ASSOCIATES, INC. �'- LP TS 1 — R —1 1 _, , C 0 N S UL T IN ISTRAT1aN NG 2I N E E R S T RPE REG 1 T3 W TEXAS W Al TRANSPORTATION AND PUBLIC WORKS /— --�-' TRANSPORTATION PROGRAMMING 4 & CAPITAL PROJECTS DIVISION W. LONG AVE & ANGLE AVE LED LUMINAIRE: ATB2 40BLEDEIO LNTERSECTIONGNPROVEWNTS > 7G MVOLT R2 3K MP NIL P7 RFD210914. a TRAFFIC SIGNAL z Q , I CORNER CLOSEUP - SE CORNER AS SHOWN AUG 2021 1142 - 168 '3 I REVISIO s I ONG4VE s w B 18 I I u R-1 19 �vwt wwt - , . ......... ATMOS GAS BURIED TIL K� > PIPELINE SIG 8t O > Center of 4' Diameter \ i Drilled Shaft > for Traffic Signal T-4 \ � Long CL 256+40.12 > 51.49' RT LEGEND OF SYMBOLS I SIGNAL P E/MAST A ASSEMBL MAST A MOUNTED IDN I �+ 5I AD YPE D B RON I4} SIGNAL HEAD NUMBERS Ca NEW TYPED GROUND BOX —4 NEW CONDUIT RUN & N0. N PEDESTRIAN HEAD I OR- HYBRID DETECTION CAMERA 0 NEW CONT. CABINET ASSEMBLY Ili OPTICOM DETECTOR ��WI ILLUMINATION POLE ASSEMBLY f� •� PEDESTAL POLE ASSEMBLY W/APS ---&D.L--- RIGHT OF WAY LINES PTZ CAMERA — VEHICLE DETECTION ZONE T - 4 TRAFFIC SIGNAL POLE NUMBER P - 2 PED POLE NUMBER G c a o 2��FgG R -1 3- WW lOgl!l;IllO•m LED ILUMINAIRE: ATB2 40BLEDEIO I 401- BRIDGEFARMER & ASSOCIATES, INC. MVOLT R2 3K MP NL P7 RFD210914. 0 Qc D N s U � T I N c E x c I x e e R s -F , See REDISTRATIax No 26 z W CITY OF FORT W'O—, TEXAS Q W TRANSPORTATION AND PUBLIC WORKS C7 TRANSPORTATION PROGRAMMING 4 & CAPITAL PROJECTS DIVISION ro� W `W W. LONG AVE & ANGLE AVE z D�9aany s�9ne4 Br Eh INTERSECTIONIMPROVEMENTS > D..2023.D3. PNer Pierce, PE `� Q 10 2B-G6'0.09 Ili.., ID 59:2B-oB'oo' N, �€SpsFglf I TRLOSEU SIGNAL z �.:..A•' CORNER CLOSEUP - SW CORNER � ces sxcNa<snrxc. c. c. c. ssersss.Nd xd s .sa I �� HS P I AS SHOWN I yAUO 2B21 I 14;- ... �+ McInnes, Brendan From: Olu Ogunsola <olu@reyesgroup.com> Sent: Saturday, April 22, 2023 9:33 AM To: McInnes, Brendan; Ruiz, James Subject: Re: 101583 Monthly Field Meeting Follow Up Flag: Follow up Flag Status: Flagged CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Sorry, I somehow missed your original request. I recorded the driveway measurements as James dictated, I am not too familiar with the particular city measurements. The flexbase was required under the sidewalk as the subgrade wouldn't dry out after days of leaving it open. We've hard similar issues on that side of the project. James please confirm. I am okay with the price of P2 ramps same as P I ramps. Get Outlook for 10S From: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov> Sent: Friday, April 21, 2023 1:18:12 PM To: Olu Ogunsola <olu@reyesgroup.com>; Ruiz, James <James.Ruiz@fortworthtexas.gov> Subject: RE: 101583 Monthly Field Meeting Wanted to follow up on this so I can get it routing. Brendan McInnes, P.E. Project Manager Office: (817) 392-2817 From: McInnes, Brendan Sent: Monday, April 17, 2023 8:41 AM To: Olu Ogunsola <olu@reyesgroup.com>; Ruiz, James <James.Ruiz@fortworthtexas.gov> Subject: RE: 101S83 Monthly Field Meeting I need a little clarification so I can finalize the numbers. Attached is where I am at the moment. Page 69 — Driveway 12'x4' w/ 2.5' radius — Can you please clarify the radius limits or what those dimensions are for so can get that math correct. Page 71— What was the need for the flex base under the sidewalk? I also placed the P2 at same price as P1 but let me know if this is not acceptable. Thanks, Brendan McInnes, P.E. Project Manager Office: (817) 392-2817 From: Olu Ogunsola <olu@revesRroup.com> Sent: Monday, April 10, 2023 3:25 PM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.eov> Cc: Ruiz, James <James.Ruiz@fortworthtexas.eov> Subject: RE: 101S83 Monthly Field Meeting CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Brendan, Attached is the file showing the additional pavement section on the project. All the added paving will of course add removal and flexbase/subgrade extras as well. I am also sharing for your records the completed to date paving plans. Let me know what else you need from me in order to execute CO#2. Thanks. Olu Ogunsola, P.E. ''eves GROUP 1520 Parker Road Grand Prairie, TX 75050 P: 214.260.3535 F: 214.260.3536 C: 214.587.1986 `A Please consider the environment berore printing this e-mail• From: McInnes, Brendan <Brendan.Mclnnes@fortworthtexas.eov> Sent: Wednesday, April 5, 2023 9:25 AM To: Olu Ogunsola <olu@reveseroua.com> Cc: Ruiz, James <James.Ruiz@fortworthtexas.gov> Subject: FW: 101583 Monthly Field Meeting FYI, and I also attached a revised CO draft adding the sod and topsoil quantity. Thanks, Brendan McInnes, P.E. Project Manager Office: (817) 392-2817 From: Brian Wright <wriRht@brideefarmer.com> Sent: Tuesday, April 4, 2023 11:42 AM To: McInnes, Brendan <Brendan.Mclnnes(@fortworthtexas.gov> Subject: RE: 101583 Monthly Field Meeting CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Brendan, Following up on our discussion this morning. 1. City sign standard may be used for all small signs, per bid item " 3441.4003 Furnish/Install Alum Sign Ground Mount City Std " and attached sign post detail. 2. 1 have attached the quantity summary of changes with topsoil and block sod quantity updates for RFI 01 as well as an exhibit showing where the topsoil and block sod should be placed at the SW corner near the gas station. Topsoil and Block Sod quantity changes per RFI 01 are as follows: • Topsoil - 646 CY to 658 CY; 12 CY increase • Block Sod Placement — 3855 to 3931 SY; 76 SY increase Thank you, Brian Wright BRIAN D. WRIGHT, P.E. /�// Associate VA 121 Office : 512-990-0200 Mobile : 254-931-1833 wria ht6d)bridaefarmer. com www.Bridoefarmer.com From: Brian Wright Sent: Tuesday, April 4, 2023 8:30 AM To: McInnes, Brendan <Brendan.Mclnnes(@fortworthtexas.Rov> Subject: RE: 101S83 Monthly Field Meeting Brendan, Please see attached minutes from our meeting this morning. Thank you, Brian Wright BRIAN D. WRIGHT, P.E. �//�// Associate ,,, OR Office: 512-990-0200 _,/ /' Mobile : 254-931-1833 wriahtCa-bridoefarmer.com www.Bridoefarmer.com 9 -----Original Appointment ----- From: McInnes, Brendan <Brendan.Mclnnes@fortworthtexas.eov> Sent: Tuesday, January 24, 2023 3:51 PM To: McInnes, Brendan; Brian Wright; Ruiz, James; Olu Ogunsola; bhutchins@tsitengineerinR.com Cc: Brendan McInnes Subject: 101583 Monthly Field Meeting When: Tuesday, April 4, 2023 8:00 AM-9:00 AM (UTC-06:00) Central Time (US & Canada). Where: Intersection of Angle and Long Since meeting falls on good Friday I am moving it up Monthly meeting with Contractor, Inspector, Lab, and Designer. Microsoft Teams meeting Join on your computer, mobile app or room device Click here to Join the meetina Meeting ID: 277 299 123 715 Passcode: 5WFdFE Download Teams I Join on the web Or call in (audio only) +1 832-680-2579„324130078# United States, Houston Phone Conference ID: 324 130 078# Find a local number I Reset PIN Learn More I Meeting options 0 DIVNIFeawS GROUP March 15, 2023 Mr. Brendan McInnes, P.E. Project Manager Transportation and Public Works City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Subject: Incurred Costs at SW Corner Due to Signal T-4 Relocation Dear Mr. McInnes : RGL - 005 Reyes Group Ltd. ("RGL") received response to RFI #1 regarding the conflicts at the SW corner of the project on March 9, 2023. The response involved a redesign of the entire SW quadrant of the project site, including but not limited to the relocation of traffic signal T-4. After initially holding off starting any work in the SW area until a response to RFI #1 was issued; RGL was directed by the project's design team at the February project Monthly Meeting held on February 3, 2023, to begin construction of the traffic signal T-4 on the basis that signal T-4 could not be relocated due to its configuration and maxed-out arm length at its original location. The relocation of the traffic signal has caused RGL and its subcontractor, Bean Electrical to incur costs associated with the installation of the signal foundation at the original location. As such we believe equitable compensation is due for the work performed to date at that original signal location. RGL is seeking compensation in the amount of $24,263.18 to cover cost incurred to date, as well as cost to abandon the drilled shaft and traffic control needed to complete the delayed work. Additionally, we are requesting a 28-day time extension be granted to complete this work. I have attached an itemized compensation breakdown as well as project schematics for your use. 1520 Parker Road I Grand Prairie, TX 75050 1 P: 214.260.3535 F: 214.260.3536 www.reyesgroup.com DIVNIFeawS GROUP Feel free to contact me if you have any questions. I can be reached at 214-587-1986. Sincerely Reyes Group Ltd. Olu Ogunsola, P.E. Project Manager olu@reveseromcom 214-587-1986 Cc: Job File Steve Medina — RGL, Nick Nash — RGL, Lissette Acevedo — COFW, James Ruiz - 1520 Parker Road I Grand Prairie, TX 75050 1 P: 214.260.3535 F: 214.260.3536 www.reyesgroup.com 1'E;YE'S GROUP City Of Fort Worth W. Long Ave. & Angle Ave Intersection Improvements CPN# 101583 Change Order Request #005 TO: City of Fort Worth CPN# 101583 FROM: Reyes Group LTD Job#202203 Description of Proposal Chanties - Cost incurred due to workperformed at original traffic signal T-4location Potential Chance Order #5 EXISTING ITEMS i-�v �4/r.vvvr rraur� -u- i-Ji J4/1.VVVL 1'Vl taU1G 1ViGJJ0.SG Jisu II -12 2605.3015 2" CONDT PVC SCH 80 (T) 11-15 2605.3033 4" CONDT PVC SCH 80 (T) NEW ITEMS NEW UTILITY LOCATES TO CLEAR NEW LOCATION OF FOUNDATION T-4 NEW FLOW FILL NEW 54" CASING NEW CRANE MOBILIZATION NEW DRILL TRUCK MOBILIZATION NEW CRANE TRUCK OPERATOR NEW DRILL TRUCK OPERATOR NEW REMOBILIZATION OF BORE CONTRACTOR INot Valid until signed by the City of Fort Worth and Contractor. Approved Date: Bid Quantity Unit of Measure 1.00 NIA IA39 ',fK 30.00 LF 50.00 LF 4.00 EA $ 420.00 7.00 CY $ 171.35 13.00 LF $ 119.54 8.00 HR $ 180.00 8.00 HR $ 200.00 8.00 HR $ 55.00 8.00 HR $ 75.00 1.00 LS $ 1,500.00 SUBMITTED 3/15/2023 DATE: Unit Price Total Cost $ 35.50 $ 1,065.00 $ 55.00 $ 2,750.00 -S- 19,949.00 $3,815.00 5% $ 441.00 $ 1,764.00 5% $ 179.92 $ 1,259.42 $ 125.52 $ 1,631.76 5% $ 189.00 $ 1,512.00 5% $ 210.00 $ 1,680.00 5% $ 57.75 $ 462.00 5% $ 78.75 $ 630.00 5% $ 1,575.00 $ 1,575.00 $ 10,514.18 $14,329.18 Total Change order value $ 24,M348 Olu Ogunsa9: Olu Ogunsola Project manager of u lad reve sa ro u o. Com (M) (214)-587-1986 File Name W. Long Ave CPN 101583_RGL_PCO 005_Incurred Costs due to Signal T-4 Relocation CoverSheet Rev (3/2015) JBIEAN ELE',CTRICALL., WfCt 'I 821 E. Fnon Avenue P 817 :561-7400 BLI Fort Worth, Texas 76140 F 817-561-7403 m w1eanelectncal.com Monday, March 14, 2023 To: Olu Ogunsola / Reyes Group From: Cody Turner / Bean Electrical Inc. Project: West Long @ Angle CO: #313—SW CORNER CHANGES CREATED BY RFI #1 (PLANS DATED 3/06/2023) Item C1ty. Unit Description Unit Price Amount 18 50 LF 4" CONDT PVC SCH 80 (T) $42.56 $2,128.00 15 30 LF 2" CONDT PVC SCH 80 (T) $28.00 $840.00 NA 4 EA UTILITY LOCTES TO CLEAR NEW LOCATION OF FOUNDATION T-4 $420.00 $1,680.00 NA 7 YDS FLOW FILL $149.00 $1,043.00 NA 13 LF 54" CASING $103.95 $1,351.35 NA 1 LS MATERIAL MARK (15%) $359.15 $359.15 NA 8 HR CRANE MOBILIZATION $180.00 $1,440.00 NA 8 HR DRILL TRUCK MOBILIZATION $200.00 $1,600.00 NA 8 HR CRANE TRUCK OPERATOR $55.00 $440.00 NA 8 HR DRILL TRUCK OPERATOR $75.00 $600.00 NA 1 LS REMOBILIZATION OF BORE CONTRACTOR $1,500.00 $1,500.00 TOTAL Sincerely, Cody Turner Traffic Signal Project Manager Bean Electrical Inc. Bean Electrical, Inc. TECL17979 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.Iicense.state.tx.us/complaints $12,981.50 I "E'AN EL.El,C I D) TRICAL, WC. 821 F. Fnon Avenue P 817-561-7400 BLI Fort NVorth, Texas 76140 F 817-561-7403 Niii-w.beanelectrical.coiii Explanation of Changes/Charges: When Bean Electrical Inc. started drilling for Foundation T-4 on the SW corner at its original location it was found that there was a large amount of ground water entering the hole causing us to bring the operations to a stop. Bean provided an RFI in regard to the issue that was found at this location and also a price associated with our recommendation. The RFI was answered on 2/27/2023 stating the below: Respunse Per the special specification 9999-0065 Included in the project, the 8" diameter drilled shaft foundation for traffic, signal pole T4 is to he conslfuoted per TxDOT Specitication Itarn 416 TxDOT item 416 Section 3. Construcdoil �iddres�ms Qnwuntfyrinq water during thv cor�strurXon of the shaft. Section I -a states that casing may bi�- v whfen neoessa:v to exi*jje grmind wa[or. e.Ainc 5 of Item 416 wdicates. Mat the unitprice� hid includes caning. slurry, etc. The contractor must provides drill shaft that complies v ith the requirements of ilie speciRa#ion- No separate pay will to provided since the speeificatien addrtsses construct§on methods and payment for encountering groundwater -during tonstru Lion. i5rianWright, PE 2127123 We took the response as we needed to install the casing and it would be at Beans cost. So, we procured the materials and started making the proper arrangements to get the foundation in as quickly as possible. Once we got all resources on -site to take the necessary steps to proceed it was brought to our attention that the design was changed and that what we originally planned for and been approved of doing had changed. In turn we had to shift our plan for the day and send equipment and materials back to the shop. Bean has absorbed a lot of costs related to the original location of the foundation due to unforeseen conditions and the plan modifications made on the fly. The revised location of foundation T-4 is in conflict with the location of conduit run #18. This conduit run will have to be relocated in order to install the foundation per revised location. Conduit run #15 was installed to the original location prior to the revised location being presented. Thie conduit installed will have to be abandoned and the revised conduit run #15 will need to be installed. Due to conflicts and Bean having to stop activities on the SW corner per City direction conduit runs #14 & 18 had to be rescheduled causing additional mobilization cost from boring contractor. Thanks Cody Turner Traffic Signal Project Manager Bean Electrical Inc. Bean Electrical, Inc. TECL17979 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 �\ _ Original Design T-4 �. } Conduit run R-18 was installed to miss utilities and positioned in a manner to best serve the original 1 7 location of T-4. Now that foundation T4 the newly ONGiXVE installed conduit will be in conflict with revised 1 m location an have to be relocated. � R -1 6 1 R -1 1 -- -�,sg --_ Original conduit \ P — 2 Q. _R -1 4 placement of R-18. Oo° _ _ _ _ _ v - ______ T R-15 P q2 --__---�1 Cl_- -- - �Fq R- 1 ATMOS GAS BURIED TIL Y, O \ PIPELINE SIG 817 \ - LED 1 EI 1A RM ALBt aNIG-1a �B�IOORPAR O GEND OF SYMBOLS i LE Rz a. w NL PL 0BLEKIO ��R . z e ux«I MXW- u \ I n sser.l Center of 4' Diameter i Dr i I I ed Shaft _ Conduit R-1 5 was e I installed previously to for Traffic Signal T-4 it RFI#1 drawing. , Long CL 256+40,12 a; F9 R - 1 3 51,49' s Original location of T-4. e LED LUMINAIRE: ATB2 40BLEDEIO-��"1.- BRIDGEFARMER B. ASSOCIATES, INC. 1 LEGEND OF SYMBOL I _�_I._ o x s U L T I N O 6 N G I N B B R 9 MVOLT R2 3K MP NL P7 RFD210914. -�� TBPE REGISTRATION NO .8BA 8 SIGNAL P E/MAST A ASSEMBL //�' MAST A MWNTED ILN „o®k• ...�, ...m. �,6 ' �► SI AD `p' YPE 0 B RON Wj z Q SIGNAL HEAT NUMBERS G➢ NEW TYPE T GROUND BOX I W NEW CONDUIT RUN & N0. �j PEDESTRIAN HEAD I Q' [� ® CITY OF FORT WORTH, TEXAS HYBRID DETECTION CAMERA NEW CONT. CABINET ASSEMBLY 1 W I I TRANSPORTATION AND PUBLIC WORKS OPTICW DETECTOR *—AN ILLUMINATION POLE ASSEMBLY I TRANSPORTATION PROGRAMMING PEDESTAL POLE ASSEMBLY w/afts—""E•e'W'--- RIGHT OF WAY LINES I & CAPITAL PROJECTS DIVISION RNA,I PTZ CAMERA —� VEHICLE DETECTION ZONE I . M1 Wj W. LONG AVE & ANGLE AVE z TRAFFIC SIGNAL POLE NUMBER PED POLE NUMBER Ch Ball adb f=µ- T 4 P- 2 I Chnstophe! Pieme, PE �TERSECTIONIMPROVEMENTS Date: 2023.03.09 10:59:26-WO0• I TRAFFIC SIGNAL zz CORNER CLOSEUP - SW CORNER QI s icc c.clxrsntxc. i.i. c. ncctnww..a v cw I R I AS SHOWN I PUO 2.21 I 143- 1.. 3 rLr: Inc inrr: v Via Email March 9, 2023 Brian Wright, P.E. Associate Bridgefarmer 2350 Valley View Lane, STE 600 Dallas, TX 75234 Re: CPN 101583 W Long Ave & Angle Ave. Dear Mr. Wright: ARIZONA NEW MEXICO OKLAHOMA TEXAS This letter serves as Lee Engineering's transmittal for design changes in response to RFI #1. This transmittal includes updated plan sheets and an updated quantity excel file for Bridgefarmer's use. RFI #1 was focused on information and direction the contractor requested because new construction at the fueling station on the SW Corner of W. Long Ave & Angle Ave conflicts with the original design plans prepared for this project as shown in the original contract documents. As a result of the conditions caused by the new development, Bridgefarmer redesigned the SW corner of the intersection to include additional retaining wall at the back of the sidewalk, along with other changes to the pedestrian paths and sidewalk/crosswalk locations. These changes necessitate modifications to the traffic signal design. Additionally, RFI#2 focused on the contractor encountering water while drilling the 48" diameter foundation for Pole T-4. While TxDOT Specification 416 for the drill shaft addresses water, and the contractor appeared to offer a solution that would likely comply with the specification, the location of T-4 was no longer suitable due to the wall necessary to address the new site conditions caused by the development on the SW corner of the intersection. Therefore, as a result of the conflict with the newly proposed wall, foundation T-4 should be relocated to the location shown in the updated plans attached to this transmittal. In the plans attached, Pole T-4 is near the previous location of pole P-6. Pedestal pole P-6 has been eliminated from the plans and the signal and pedestrian heads and APS units from P-6 will now be installed on T-4. The plans show Pole T-4 (controlling southbound Angle Ave) orientated such that the mast arm does not block the view of eastbound Long Avenue signal heads. Because the new location of pole T-4 is immediately next to the existing pedestal pole on the SW corner, it may be necessary for the contractor to adjust the height of the existing signal head, or remove the backplate on the existing head to install the pole and mast arm T-4 at the proper orientation. Due to the proposed orientation of the mast arm T-4 and the ultimate location of signal head 17, Lee Engineering recommends adding a new left -turn "pull through" signal head to signal pole T-3. This new head is shown in the plans as signal head 15A. This head, and associated wiring modifications have been included in the plan revisions in this transmittal. 3030 LBJ Freeway, Suite 1660, Dallas, TX 75234 (972) 248-3006 1 www.leeengineering.com Page 1 of 2 Lastly, the AIRS message table has been revised in this submittal, though these changes are unrelated to RFI#1. We expect that these plan revisions and coordination will exhaust the funds remaining in our project design budget and we did not have any dedicated construction phase budget in our contract. We will provide you with an update on project spending by the end of the month. If you have any additional questions, please contact me or Chris Pierce at (972) 248-3006. Sincerely, John Denholm III, P.E., PTOE, RSPi Sr Project Manager LCC CncinCC:vIna Page 2 of 2 1'E'1VE'S GROUP 1520 Parker Road, Grand Prairie, TX 75050 Phone: (214) 260-3535 / Fax (214) 260-3536 REQUEST FOR INFORMATION PROJECT NAME: COFW W. Long Ave & Angle Ave. PROJECT No.: 202203 TO: Brendan McInnes Project Manager City of Fort Worth PROJECT IMPACT: Yes SCHEDULE IMPACT: No COST IMPACT: No DESCRIPTION: Street Liahtina Electrical Pedestal - Voltaae REASON FOR REQUEST: ❑ INSUFFICIENT DATA ❑ DRAWING / SPEC. CONFLICT ❑ ALTERNATE PROPOSAL ® OTHER: Detail No.: INFORMATION REQUIRED: RESPONSE: Sheet No.: 161-162 of 168 RFI No.: 04 DATE: 2/15/2023 SUBMITTED BY: Olu Ogunsola Email replies to: olu@reyesgroup.com ACTION REQUESTED: ❑ CLARIFICATION ® DIRECTION ❑ APPROVAL Spec No.: 34 41 10 The current bid item & plans reflect to install 240/480 Service pedestal for streetlight. However, after a site meeting with Oncor on 2/9/2023, Oncor will only have 120/240 available at the service pole location. We recommend removing the 240/480 electrical pedestal and installing a 120/240 electrical pedestal. Per conversation with Lee Engineering on 2/22/23, Installing a 120/240 service pedestal instead of the proposed 240/480 service is allowable for streetlight. Brian Wright, PE 2/24/23 PROJECT NAME: PROJECT No.: TO: 1'E'1FE'S GROUP 1520 Parker Road, Grand Prairie, TX 75050 Phone: (214) 260-3535 / Fax (214) 260-3536 REQUEST FOR INFORMATION COFW W. Long Ave & Angle Ave. 202203 Brendan McInnes Project Manager City of Fort Worth PROJECT IMPACT: N/A SCHEDULE IMPACT: N/A COST IMPACT: Credit COFW RFI No.: DATE: SUBMITTED BY: Email replies to: 07 2/20/2023 Olu Ogunsola olu@reyesgroup.com DESCRIPTION: Conflict with Existinq Water Meter Box at NW Prairie Ave. & Lonq Ave. REASON FOR REQUEST: ❑ INSUFFICIENT DATA ® DRAWING / SPEC. CONFLICT ❑ ALTERNATE PROPOSAL ® OTHER: Detail No.: INFORMATION REQUIRED: Sheet No.: 69 of 168 ACTION REQUESTED: ❑ CLARIFICATION ® DIRECTION ❑ APPROVAL Spec No.: i) Contract plans call for installation of a new type M-3 curb ramp at the NW corner of Prairie Ave. and Angle Ave. An active water meter box already existing in this location. Please advice if either to adjust the meter box elevation and leave it in the ramp or if to relocate the water meter. RESPONSE: Revised curb ramp layout has been provided on plan sheet 82 to accommodate water meter. Please adjust water meter to be flush with ramp surface as shown in the revised plan sheet 82. Brian Wright, PE 2/28/23 REVISIONS OBEGN 2' ASPWLI PVM TT D i BEGN 2' ASP141LT PVM TY 0 \ 0 1244 ST 2" ASPHALT PVT TY D / �QI �JJJ 11—T M OA1E 1MTCN EXST PVM O.ATCX E%5T PVM O / \ I T1z H ANGLEBB_CL ■,Eb3 Oy6 / ST 54•T429. O. 02 20H SY T' CONIC PVM 40 ODO'RT OAO'RT ® B 2' ASPHALT PVM TY D (DREG. —ENNG OB ORNEWAr 3 ® CAUT GRMXC SCALE N FEET TCH EXST CURB SEE DRNEMAY PLAN 80 Sy 9' COjNC PVM ■B■EAN 9' CONC PVM FOR DETAILS S fiB/ 9 OVEFHEAD�ELECTRIC LIRE STfN5TEHA0� Taw / 533'Rl B 890 SF �" CONIC SM. LEGEM p O FOE DETAILS PLAN 09 / / ,A O STA 35 0224 -CL FORDETAILS®5 10D Sr 2" ASPHALT PVM Tr D Fw'2SNNOERARWNO ELECTRIC LIRE ® µC 05EA5PNOLT PVM TYPE 0 IJiCPI soD'LT O'TA3 21]B_CL 3 UNDERGROUND GAS LINE` O PRCPOSED 9-REK CONC PVM (JRCPI OH ANGLESB_CL 958 NT , OB 3 SY 9' REK CONIC PVM I.FCP STA 55•N 22. OPT � ESB_CL / 0° j O PR 0M) 2- ASPHALT PINT TYPE D H.5 55-M ss 2 S\9" REK CONIC PV�I.RCPR pp ' \ STA3 •35.TT, ® / O SA 55 ANGLE �, S T4'RT ry 5 PRC .NCLESB_CLNIC PROPOSED B' CONCRETE ORNEWPY B� `�B 1a5 sF e' caNc Bus STOP PAD m 3I,TI'LT \ T2 IT LESS — STOP P. / \ \ / / IOi SEE RIGHT DENVAYATION COLFSB 0. ` PROPERTY IDENTIFICATION TION HJMSER Y OB PRC BB ANGLESB_CL 2028'RT SRC 58 2427. 38.15•LT ® NOTES: 1. SEE .NORIZMTAL CONTROL DATA, ALIGNMENT DATA, 00 TYPICAL SECTIONS,OOVEVAY PLAN AND GRADING SO ° PLAN SHEETS fOR ADD. TITNAL INFORMATION. 0 D.ENSIONS ARE TO FA2 OF CURB UNLESS /// ALL NE.S ISE, EXST ROv 059 3• �TTIONOALA NFKOIT CONNTRUCTI ON DETAILS FOR S$CP_ �\ / _ N%t 4. MIL ONG LIT10N PLANS FOR 2•• ASPHALT SURFACE \1YR1' T•wi'— __ f= �ln^— - ,EIp`\=WMr_z. RT�-'.v.'M1«�r MILLING LIMITS. G 5. CONTRACTOR SMALL FIELD VE—Y E%.STING PAVEMENT STRUCTURE ADJACENT TO FULL DEPTH ANCLExe_a \ \ \ + REP IN LOCATIONS PRIOR TO COPLETI NG REPAIR \ ti ANDNOTIFYENGINEER OF ANY DISCREPANCIES I�DD \ 5A.00\ 2 ANGL AvE \ un IN MITIxG. _ fi•0 \ Si - _ u\KFi \ AMlGLE_CL I i n -- - \ 4\\1\\ D \ SO'R B S00•N \ ♦ A to \E\ — — — Et _ _ _ E. 00 $4, \ = 300'R SI1wCUT ITTPR 9 h = f BRIAN p. WRIGXI / — . L00 £....5..................N.... �!',�"` H MNGLESB_CL 8' CONCREI + - T+ RRVN��:� /� ♦ \ \\ BUS STOP PADOE* 8 2 4__ r '? Gt - _ --' .T..r-�I 12 \ i\ r5'SDENALW ' \.RS R U, �` F -- rORT WORTH® - TrPB RN E m-\TYLIM PE Pr— \\ R 18S SD.fl s•soEwu�lsp•N �5•soErALIi ` N _o5A_ BRIDGEFARMER & ASSOCIATES, INC. / \ E%5T ROw AND W R 10 :_NAd�. C O N 3 U OPT REGC E N G I. E E R 3 / \ \ TEMPORMT CONSTRUCT - EASEMENT/ 9 I v nrzgrtcT naN593 E ISTRATION NO 2 e U OSry ! •�•` ♦ \ \ \ \ / q0'N rnwscn rn. a9w aszA %� 5•SDEWWALK W // EXIST ROWJ RN TEME.STPORYMR CANDCITY OF FORT WORTH, TEXAS ONSTRUCTgN w� °g �q.�/�(' ��\qq��y •b \_E 'wY wsTRucTu" E�x� TRANSPORTATION AND PUBLIC WORKS Y:S •\� \ F /\`,\♦ 6F \ \\\ ® ALe CAPITAL DELIVERY PC W. LONG AVE&ANGLEAVE INTERSECTIONIMPROVEMENT6i SIEET 5 9 Q ANGLE AVE PAVING PLAN J BEGL TO STA 57-4U O a: Bows 3 w IDRPWN. PNHI ASESHOWN IEAUG/2021I69a<FTI6B y +e �r W i?.11p t Pa "'F�° ;!C t Sri �jy ' v `��. J7,4 x7 1h��L , jR 5�� OVA t.�� wy �tiy. `y ,�E;�` A r 4'r ' ¢lT�d�. its �i?rff� MAP MW i� - _ ^• � 1^ - - �5,~ �7i - 4 .I r � _ .ems.., s."Air �IA� ilttvwas � . IL Air `..ter• -r tt � 'R .� n'. O BSB 51 2" ASPHALT PINT Tr D O PRC ¢¢ LONG_CL OT BEGN wDENNG STA 25 •2356, BEGN 2" ASPHALT PINT Tv U ® 125 Sr • COHC PVM IAO'RT BEGN 9' LONL PVM 6 8" CURB L 2' ASPHALT PVHT Tv D C E L1.7 511ATA 251•1,60,13,U0'RT v O ONG_CL TON EXIST 925 Sr T. CONC PINT S1A54•T532, L 6" CURB AO'LT ALT PINT O ITLONG-Cl. DAO'RT TY D �4 IUJ D CURB SDEW&K O3 ¢B¢EGN SDEw,M 51RG253.80.T& 0 BOB SF 4' COWL SDEVALX '� I I 46A6'Rl O9 MATON IST BEGN 9' EXCONC PVM AOJ TO RET PALL I ® ; � 1 BEGN SDEVALK QIT 6' CURB 6 LAGNG_CL I5,64'RTCL STA 234.1916. = OYT i �Wli I I O 51 25I•i2,i9, 54.Q'LT 5 BEGIN O SDE ALKLONO_CL i 46.74 LTWIAT, N , "L 6" Curb - 6" x 17'-4 1 I EA MEI T O (ED E16T ROV_--_—__ -_ Ex5i ROw IW - -- 9" Paving - 2' x to 10'-3"L ^ �% W. LONG AVE PER / Bus slap 11 TLo X R NG OUR D 2 N _ a t40'R_ _ _ _ F- Tlioo 25z•00 I•o3—E zs4.00 ^®TI e Y `CYYY\ K'`� wcTIT V B' 1 9" Paving - 2' x 10'-3"L F 3 BVS STOP' 0 ° _ Illll `EXIST ROw B I� 3 TEMP ASECMONENT EXIST BflOV 2 t � c W 6 Curb-6"x4'-1"L a111,1 „ o ® WON o � I I ' 4 Ip I ICAUTION c O O 1 04Y i OVEIBEAO ELECTRIC LINE a I w I UNDERGROUND ELECTRIC LIME IT i Lip: UDIMMURD CAS LINE II REVISIONS 11P�,lMNIOLE ��}jfA�IISTB£NTa+ 9/77LAIC Ix A wl DI i1cEWKI REDESIGN P3/'6/2 Il 0 20 0 20 40 GRAFNIC SCALE NpEFEET ONC ®P P T WMT TxPE 0 LRCPI NO 2 AS H1A1 _ PROPOSED 9- REME CON: PVMI 'AcF, PROPOSED 2- ASP 1 PVM TYPE 0 PROPOSED B• CONCRETE ORNEWAY A 102 PROPE— DENTFICATDN NUMBER ISEE RIGHT OF MAY MAP NoTFI 1ON SEE N12ONTAL CONTROL DATA. PLIGHIENT DATA. TYPICAL SECTIONS, OtI VEwv DEAN AND GRAD IrvG PLAN SHEETS FOR /DDI TIONAL NFONMMTION. 2. L DIMENSIONS ARE TO FACE OF CURB UNLESS NOT D OTHERWISE. I. REFER TO PAVEIIHEMT CONSTRUCTION DETAILS FOR AADI TINAL ORMATION. 4. MILLING II DEMOLTON PLANS FOR 2" ASPHALT SURFACE LMTS. 5. CONTRACTOR SMALL FIELD VERIFY EXISTING m PAVEMENT STRUCTURE ADJACENT TO FULL GEPTN PAIR LO-TIONS PRIOR TOO COMPLETING REPAIR D NOTIFv ENGINEER OF v DISC, PARCIES IN WRITING. S. TNO ADJUSTMENTS REQUIRED. ONE WRING PAVEMENT Z Nl OVERLAY. 7" HES Paving - T-6" x 7'-5" a '{ d J 3/q/Z3 t'ORT WORTH® F C Q, BRIDGEFARNER ASSOCIATES, INC. :R ,;` C O N S U L I IN G E N G IN E E R S : �B ARa,E�i BaBJ BPB RE"'TRATIDN .nb�,Bw4Az. CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEDENTS E SHEET 1. 9 W. LONG AVE PAVING PLAN BEGIN W STA. 254 190 B: BDW s nwrv. AKH AS ESHOWN RAUG/2D21 65s IF T768 01 8]BSCLRBCONC.PVM ® 6425RSPX C9`CPVNT TY D O 6225 ASPXKT PVNT TY ESI 1 B' —ER LINE TO BE I J REVISIONS 5 S 9' CONIC. PVNTPTXN "I CONSTRUCTED UNDER �Q B HES CtlIC PNR: M158 MV ADJ j 8 6' CIRB B N?' CONC. PVM 632STAS COTICC T PVMT Ty O51 SEPM<lE CONTRACT�FdI °I SI-2 REDESIGN u 826S CUtBCONC.PVM 09 Y 7 6 2" ASPHALTT P T TY D O B 2' RIO ,ESPXACLT P.T TPVW Y 0 CONSTRUCTED TER NUNDERTO RE 11 OO 1 ® R SY 9" CONC. PVM 2LZ1:4�?*W C SDEWALN SEPARATE CONTRACT — 3 ST 9" CONC. PVM i20 O 20 40 B 8' CLRB , 8 6' A,B .Y 3 CO WATER LNE TO BEC- WATE IEDIRf1ERGRMXC SCALE NFEET05 2 STUI9R'BCONC.PVM O%-21235 '2 DEWALN SEPARATE CONTRACT CURB 06 898S C1.9RBCONC. PVM 9� l,�x \ . `, T r �TO BE FAR RNSTRSEUCTED U. 0Nc x 911T SEPµATE CONTRACT ® 20S�E�PTREIK bC1T lrvE 0 IJRCPI BE TINGWATERT TO PROPOSED 9' RENF CONC PVxI fJRLPI \ i SEPARATE CONTRACT < bP FROFOSED 2- ASFHALT PVM TYPE D \\ ` 95-Sy of 9" Paving placed in ,G� ` z regular strength in lieu of HE °r3 PROPOSED B' CONCRETE ORNEWAr N P \ A X A a A A A f. 1 10r ISSEE RIIH�T axv^E:Ar� x.RaER k DI EXIST RON 3 2 !'`� 90'R SOE\ 063 NOTES. 5'v L \�< ' 1. SEE NOR12E14TAL LOHITR0. DATA, Al-IONNENTGRADING DATA, EXIST ROw� I �_; �l <, I 5 _—__---__ TTPICe1 SECT I OxS. qtl VE wnr PLµ µD GRµIxG PLµ SHEETS fUt MDITIfNAL NFORINTION. \ \ 2 494 R^ 42 2 NOTE DIOTHRESNCRSEI� TO FACE 6 CURB UNLESS 55 \ — SAWCTYPf 35'R b . 84 EI^ — 5'SDEW... — OE,— UT I �FfR Fr.lT CONSTRUCTION DETAILS FOR WIT a ION, S µFOR 41 .(L 5 i2" ASPK XT SURFACE 5i 65 p — _ - 7" Paving - 7.58' x I ] _ 2 B'R 20 —` SAMCUT (TYP, -a8'R y 36 J, STRUCTUJ 63 < x ♦ 1 x >✓I.L RE FIELO VERIFY EXISTING + n C J VE I AOJACEXT TO FULL DEPTH Q n 21 ]6 2 41R O N µDANOT LOCATIONS FT ENGIINEER'OF µNYCDISCREPANCIES EnIR IE: T ] ANGLESBICL 22 E/ I/ N D 35'R 4 6 9 < Q ANG _CL oe µGLENB_CL WL�' AV "1 � ')II / 3T I N IN WRITING. Z LM[ \ 8. TEFER TO SHEET 3 Q 9 FIXt ADDI lIIX1AL LABEL G_CL 23 2T 38 - BAwC T ITYPI CALLQITS. o Z J SAWCUT ITTPI o B D SB 16 19 5.R 26 32 _ � + B I xE \ \ \ \ \ \ �*•\ \ .•....� p J 31 fi2 TO 3 5 Bo E ! 7" HES Paving - 5'-8" x 12'-t)" NT• ...j 7" HES Paving - 2'-9" x 12'-7" — 3 z9 o % :5 A R S 1T _ 19 2B '! 5'R I IE`SS. .E �....N�-� z 4 _ 61 2 SI i5 12 _ ~ ?11E" B'BDEkORT WORTH® vX. 52 xSTROw g F cw� 49 SAWCUT ITYPI '0 BRIDGEFARMER & ASSOCIATES, INC. z R l ��aeo I �ooru E R 3 —8 RAID CURB RNP 1 T P-1 F O O N S U L T I N G E N G I N E TYPE P-2 6z TYPE PQ o- I I I•. \ rar- BPE REGISTRATION MR I. RµP 6' SDE.&K I I 9L I^I E%6T ROv r mu¢cF norse3 raFsco xa. aav A }hgSG EASEFENT CURB Rup i ,ETE NFs 14 I BE N t ' x-2OB64 CITY OF FORT WORTH, TEXAS LEX6T WRB ' 1 1 •. / < P TRANSPORTATION AND PUBLIC WORKS d Ow Tp <e ` < CAPITAL DELIVERY w D �'I C I I E/ T RW� $\ Q! 3 Y 4"GONG SDEwILN OSB I ; I 9 < REr WALL 'al ��RAIP G W. LONG A VE & ANGLE A VE Q 1r m sF ••coxc sDEWALK & z1 T6 s '-COAC SDEWxrc wlrx 6•• cLNB I <� � P- \ g � INTERSECTIONIMPROVEMENTS "1 � - OVERHEAD ELECTRIC LIRE SHEET 2 OF 9 d a Q IB zz ca+c sEEwnK ® 5z SF 4••CONC sDEWALK Q ` Ds ss 4 • axc s9>�wALK l•'.1 AOJ TO RET MALL ADJ TO CURB _ W. LONG AVE & ANGLE AVE PAVING PLAN ®259 Y ,' CaxC B WALK t�^X ary. y.>p.-�..0. D ® w3 BE 4"CORC SDEWALK 2 urnERGRWxD ELECTRIC LINE I W LONG STA. 254+80 TO STA 259+20 p AD.I TO CURB {'mil IT VMUBLE HEIGHT CURB 105'-1.5'I ANGLESTA 5'/+40TOSTA 61W0 ®D 228 BF 4"GONG SIDEWALK 6565YEIElY'CONC PVM INESI ,[ ®IAOOJSF04UECONCNSDEWALK - 3 UNDERGROUND GAS LixE I DRnurvEo pl(NI AS LSHOM'N I oAUG/2021 I 66a1a T166 OSTs359 Q3, O ST6 259•G96C132. O EEgND 2 <XSISPTNAT PVNT Tr p O EEqI-DC2' ASRT14T PVM Tx 0 O 435 Sy 2" RSPIIOLT PVM Tr p 5A0'RT 24A0qq'LT STAt26p�ii S3. STAC6i•OE,2B, I@ BOS SY 2"ASPHAT PVM Ty D O i5AU2L9D•9838, O FRIC Z19•-732a 44A8'LT 4J85'RT II0 5r T"GONG PVNT iHEL I ry a¢ O HATCH EXIST A IST PVNT TY D O FULLPER OETAL ,PAVEMENT REPAIN ® 6 2 ASNNAT PVM TY D O ST,C 95O9MiR2 O PNATCH EXIST STL�60.66A2 OR 6 t2 rASPHALTCPVHT TY D lab 24A0'LT EID HDENNG 13.12'LT EID 9" CONIC PVM �;y 6 B CURB O PI aa ONG_CL 6 6' NRB 315Y 9" CONIC PVM STrC P59w TA2, gg LONC_LL 1H HATCH EXIST 4655'LT STA 26'A.58. END 2" ASPHALT PVM TY D E 3AB'LT E L NG- JAS. E OV,,25S. a2. 56T.26'RT i YAfffppp... 08a /p7> h 0>B T 9" Paving - 2' x 2'S"L a>s 0 _ OJ = _ _ _ A ^eel EXIST ROW BU5 BTCP O r I OE1 N O1 J —UT ITT W.LONG AVE S Q 2 E LONG_CL _ 71 1 7"HESPaving +12'-0"x8117' v = _ -----------=--- -- -- ------- -1e"yn--- ------ ��'--------'---� OOeO I 3 \ � 088 / f08 r� fi 0e oa> 0 O CAUTION 1 OVERHEAD ELECTRIC LINE 2 WDEROi01RD ELECTRIC LINE 3 UNDERGROUND GAS LIRE I xeViSiONS ' o IES CONIC PVM �s�Pt 09/2B/21 Iz J It I 20 0 20 40 GRAPHIC SCALE N FEET I FrFnn pE 0NC ®PRCPD•SED i' TFP M HYPE 0 'JtCP1 AHD 2— _ PROPOSED 9- RENT CONIC PVM GFtCN PROPOSED 2- ASPHALT PVM TYPE D PROPOSED 8' CONCRETE DRNEWAY NOi PROPERTY IDENTIFICATION NUMBER k ISEE RIGHT a WAY NAPI NOTES: t. TYPICAAL I SECTIONSORR TPLAN µND W41NGA' IIAVE YTROL PLAN SHEETS FOR ADO, TIONAL INFORHWTION. 2. DIMENSIONS ARE TO FACE OF CURB UNLESS ALL OTHERWISE. 5. REFERTO I—EFE� CONSTRUCTION DETAILS FOR AGO4. SEE DEMO -IT ON FLANS FOR 2- ASPHALT SURFACE 5. CCNTRACTOR SHALL FIELD VERIFY EXISTING PAYEMENT STRUCTURE ADJACENT TO FULL DEPTH ,n REPAIR LOCATIONS PRIOR TOO COPLETING REPAIR AND NOTIFY ENGINEER OF Y DISCREPANCIES IN NRITING. - O U a ptE �F~kS\t r V 4`BRIAN 0. RICxi � 9/LQ/.i� 8 � 14ORT WORTH, a ASSOCIATES,INC. 1,_,MIk5e_BRIDGEFARNER r. N E ER G NG aaRA I [ v ax[ 1 rA— =-O -- 0 88A F CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY W. LONG AVE & ANGLE AVE INTERSECTIONDIPROVEMENTS SHEET 'I OF 9 W. LONG AVE PAVING PLAN ' STA_ 259120 TO END ' D: Bow s OBA_ AEH AS ESHOWN DAUG/2021 6BS OF i166 ' i REVISIONS O BIG 2- ASPNALI PVM TY D T KGN 2' ASPHALT PVM TT D \ O 244 SY 2" ASPHALT PVT TY D / \ 11Q �4 DEso+PnpN DAR: ON EX6T PVMT O MATCH EXNT PVT ! \ 11z ■ ANGLESB_CL ■ ANG,ENSAp Ogb OA6 pT•T429. OAO'RT 0� 02 p 2' ASPHALT PVT TY D \ 20 0 20 40 O1M4ATGI 116TNWRp O gE DRNE AY PLAN ® pO Sy 9- C_ PVT CAUTIONI GRAPHIC SCALE N FEET ®BEGN 9" CONC PVT FOR DETAILS A. fiB/ 9 ST4Sl;.Zd. ;7-- 3'Rl p90 SF �" CONC SIOEVAx 'c LEGEp gE DRIVEWAY PLANSTA 35.0224FOR DETAILS /CPO�SED i" pEK CONC Pv 1 I IC. ®5 IOn SY 2" ASPXAT PVT TY D ND ELECTRIC LINE ® � 2 ASPHALT PVT TYPE 0 PC 5- 22 fi_CL p � \\ SAD LT O STA 2,! 3 uNOEROiOINO GAS LINF� PROPOSED 9' REK CONL PVMT tJRLPo ppp•RT O6 3 SY 9" REK CONC PVT IJRCP O SIR S�W 23. CL PT ss ANGLESB_CL ` O60 % PROPOSED 2" __' PVT TYPE D H SD'ppLT^� O STA 5-C.TT, ®2 SY 9" REK CONC PVT I.RCPI / O STA 55.92A21, U T4'RT / ry 5 PRC ANGLEN_CL , K15 Y p" COC BUS STOP PAD / PROPOSED 6- CONCRETE DRIVEWAY v, m 31.T6'LT \ 12 RTA 5LESS-Cl. TTS-3S0 STOP PAID / 102 SEE RIGHT DEVAY AONC B 0. PROPERTr IDENTIFICATION RISER y5 Ofi PRC R ANGLES'_CL 2028'RT I STA -L z4ar, ® NOTES. 3T.15'LT I. TWICK ISECTIp6 Oe:A ATY FLµ µD GRRAMDING PLAN SNEETS fdi AODITIfNA1 INFORINTION. 2. DIMENSINS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. EXIST ROM O9 \ /// 3• �TTITo P NE�MTIdTRUCTION DETAILS FOR �RUS S$CP 4. SEE OEMOL ITIOx PLµS FOR 2" ASPHALT SURFACE \1YRN —rwr— f= �yP,IT— =RMr— yN1« _r L G LIMITS. 5. CONTRACTOR SHALL FIELD VERIFY EXISTING PAKKNT STRUCTURE ADJACENT TO FULL DEPTH \ •b ANGLENB_CL \ \ \ + NEP R LOCATIONS PRIOR TO COPLETI NC REPAIR 'Do \ ANGL AVE ti NDt NOTIFFY ENGINEER OF ANY DISCREPANCIES • — _ ., — _ \ 54'W_\ 17 2 fib Si 0 Ln Z M \ Q 4\\1\\ 0 \ 150' R 6 B00' R p 4-0 - -..�_ — 14 ET_ \E1— r E1— — —EI14 — R �Z, F AL ^R •00 ;\ ` 511wCUT IT VPN•••s*NII _ — _ — w — _ ` 4 ; \ : 300' R BRIAN D. WHIGXT 5 00 4 J — 9" Paving - 2' x 44'-4"L �_L2 O6♦ \ EANGLESB_CL p'CONCREI s\' H \pUS STF\P P. + p 2 DEk— _WWr _-DFi— wiG' � Fes\...-�/ 2_ i\ h5'SDEw4x 5'R ��'M CO - R ]FORT WORTH, CUR. RAN \♦ t �+ - / TTPE M-3 @' \ \CURB RAP • `WR bs CO'R / TYPE P-SCEWXK n _o5A_ BRIDGEFARNER & ASSOCIATES, INC. z _H H50'R 10 151�1. C O N S E N G 264 N E E R 6 / oryry / •�� \♦ /'4 6" Driveway - 12'W x 4'D w/ T / 9 l0O'R AeFARaECF „Dp�, pPE REGH6TRANDN .MP6ro,�.4pw , FA f \ 2.5' radius W 5'SDEw� W EXNT ROW//J \ \ \ �x` j TEINFTOR�YN+ CONSTRUCTIONCITY OF FORT WORTH, TEXAS w� `'b \i_E,W %Y CONSTRUCTION EAff�N/ TRANSPORTATION AND PUBLIC WORKS 's6 Y:S\� \ s /\` \♦ F \ \\\ % ALe CAPITAL DELIVERY U �, q \ i W. LONG AVE & ANGLE AVE INTERSECTIONIMPROVEMENTS SHEET 5 6 9 Q I ANGLE AVE PAVING PLAN J BEGL TO STA 57-40 O D: Bows 3 N IDRAWN. AKHI ASESHOWN IDAUG/2021I69SFF T16B ;\ \ REVISIONS O1CN Ex6T PVM O PT E NRGLESB_tt O PI B INGLEIb_CL DOj iB0 Sr 2' ASI x1.7 PvHTTr D �� Fyei p oLso+r*ioN o<rt EEmp 2" ASPN41 PVM Tv 0 STA 62N2Ai, 1T 62�TI,23, 1 � STJ•TRBB, 2050•LT 0Z0'RT / I pJ OAO•RT 5 NATCX E%61 B B•• CONIC WS STOP TWO 02 5T3 Sr 2' ASI—T PVM Tr D, BLOCN BI I x ddJJ O O / aB• GBOrB I T d l END wDExxG 9 NRGLESB_CL \, esaas O PIE ANGLENB_CL EeNµ.' CONC PVM IT BAMLIAN, Q 53SY 9" CONC PVNi �. ""'' ST^ 61NS9AJ, STA 3ET5%I� 0 39 jT 6 6' CURB 20 0 20 AO 22A0'RT 12.W'RT GRAPHIC SCALE N FEET i CC Bgg2 NRGLESB_CL O PpIS�EMILK 56 S i" CONC PVM 51�6R"LE O ENG :: 5%i.6RTAIZMiILHC ST^µ62H30J8� 2" RSPHALT PVNT TY 0 llAw 2" ASPHALT PVNT Tr D 21.R8 RT N/J CAUTION I � pE CGNc eS TCttEnB C. 0 P ANGUESK u9 ISBA SF %' CONC S� MEAD ELECTRIC LINE ® � TK NT TYVE 0 IJ2CPI MEW TSA]� �• ITA 62E1962. h'�S \� 2333 RT ® 'A S STIP Pb � PROPOSED 9' RENF CONC PVNI IJRLPI l`2 UNDERGROUND ELECTRIC LINE & PPpISOENALK PROPOSED 2' ASPHALT PVM TYPE D M UNDERGROUND GAS LINE +2J.VRT // / PROPOSED B' CONCRETE ORNENAr v� OPI SDEVALKCL f / PROPERTY IDENTIFICATION HUMER Y 5¢ ANGLESB_1. / FOi ISEE RDNT a WAY NAPI ,,-'NYT9\\ O /!/ NOTES: TWI CAL I SECTIONS CONTROL AVTPLAN µC SAD DATA. PLAN SHEETS fOR AODI T IRNAL INFCRNATION. 2. DIM SIORS ARE TO FACE OF CURB UNLESS ALL OTIERN1%. 3, MFETI ONONA�IE T CONSTRUCTION DETAILS FOR N. SEE DEMttITIOx PLANS FOR 2•• ASPHALT SURFACE NI ING LIMITS. 5. CONTRACTOR SNALL FIELD VERIFY EXISTING PAVEMENT STRUCTURE ADJACENT TO FULL DEPTH REPAIR LOCATIONS PRIOR µO COMPLETING REPAIR AND NOTIFY ENGINEER OF Y DISCREPANCIES IN WRITING. O a 9RNN D. WRIGHT i 13LX Aw`�LNu_ o/L�/o�-� F FORT WORTH, F _051_ BRIDGEFARNER & ASSOCIATES, INC. L RQCONS EN GIN EER6 T.F. R—SMATI..11 E cn vaa¢ci oneJ L v n ANpsronn. aeN W StA � CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS CAPITAL DELIVERY L W. LONG AVE&ANGLEAVE INTERSECTIONIMPROVEDENTS E —11 TOF0 ANGLE AVE PAVING PLAN ` STA 61+50 TO END P: Bow s A_ ANN AS ESHOWN NAUG/2021 T15 GE T16B 7 1 1 i i i i i 101583-CNCO-Change Order No. 2 — West Angle and Long Ave Final Audit Report 2023-05-10 Created: 2023-05-09 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAos8xYKkSNKUx5eTXggHUyQ_JZYa3xelz "101583-CNCO-Change Order No. 2 — West Angle and Long Av e" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2023-05-09 - 11:58:52 PM GMT- IP address: 204.10.90.100 Document emailed to Alexiz.Ramirez@fortworthtexas.gov for filling 2023-05-10 - 1:47:54 PM GMT Document emailed to olu@reyesgroup.com for signature 2023-05-10 - 1:47:54 PM GMT Document emailed to james.ruiz@fortworthtexas.gov for signature 2023-05-10 - 1:47:54 PM GMT Document emailed to brendan.mcinnes@fortworthtexas.gov for filling 2023-05-10 - 1:47:55 PM GMT Email viewed by james.ruiz@fortworthtexas.gov 2023-05-10 - 1:50:04 PM GMT- IP address: 107.77.196.232 1S6 Signerjames.ruiz@fortworthtexas.gov entered name at signing as James Ruiz 2023-05-10 - 1:50:30 PM GMT- IP address: 107.77.196.232 Document e-signed by James Ruiz (james.ruiz@fortworthtexas.gov) Signature Date: 2023-05-10 - 1:50:32 PM GMT - Time Source: server- IP address: 107.77.196.232 Email viewed by brendan.mcinnes@fortworthtexas.gov 2023-05-10 - 3:26:54 PM GMT- IP address: 104.47.64.254 Email viewed by olu@reyesgroup.com 2023-05-10 - 3:32:37 PM GMT- IP address: 47.190.17.217 FoRTWORTHS I powe-"Y Adobe Acrobat Sign Document canceled by Andrea Munoz (Andrea. M unoz@fortworthtexas.gov) 2023-05-10 - 3:57:45 PM GMT- IP address: 204.10.90.100 FoRTWORTHS I poweredev Adobe Acrobat Sign 101583-CNCO-Change Order No. 2 — West Angle and Long Ave Final Audit Report 2023-05-12 Created: 2023-05-10 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAANj4z1XNhNoVThA5XZ4cKGVMOHtjd83YQ "101583-CNCO-Change Order No. 2 — West Angle and Long Av e" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2023-05-10 - 4:45:06 PM GMT- IP address: 204.10.90.100 Document emailed to Alexiz.Ramirez@fortworthtexas.gov for filling 2023-05-10 - 4:54:52 PM GMT Document emailed to marcosg@reyesgroup.com for signature 2023-05-10 - 4:54:52 PM GMT C'y Document emailed to james.ruiz@fortworthtexas.gov for signature 2023-05-10 - 4:54:52 PM GMT P* Document emailed to brendan.mcinnes@fortworthtexas.gov for signature 2023-05-10 - 4:54:53 PM GMT Email viewed by marcosg@reyesgroup.com 2023-05-10 - 5:41:44 PM GMT- IP address: 104.28.103.22 Email viewed by brendan.mcinnes@fortworthtexas.gov 2023-05-10 - 5:53:38 PM GMT- IP address: 104.47.64.254 6© Signer brendan.mcinnes@fortworthtexas.gov entered name at signing as Brendan McInnes 2023-05-10 - 5:54:43 PM GMT- IP address: 104.184.143.233 6© Document e-signed by Brendan McInnes (brendan.mcinnes@fortworthtexas.gov) Signature Date: 2023-05-10 - 5:54:45 PM GMT - Time Source: server- IP address: 104.184.143.233 60 Signer marcosg@reyesgroup.com entered name at signing as Marcos G Reyes 2023-05-10 - 6:27:48 PM GMT- IP address: 173.165.87.241 FORTWORTH. I Paw "'Y Adobe Acrobat Sign o Document e-signed by Marcos G Reyes (marcosg@reyesgroup.com) Signature Date: 2023-05-10 - 6:27:50 PM GMT - Time Source: server- IP address: 173.165.87.241 Email viewed by james.ruiz@fortworthtexas.gov 2023-05-10 - 9:33:15 PM GMT- IP address: 23.116.84.8 Oc� Signer james.ruiz@fortworthtexas.gov entered name at signing as James Ruiz 2023-05-10 - 9:33:57 PM GMT- IP address: 23.116.84.8 AQ Document e-signed by James Ruiz (james.ruiz@fortworthtexas.gov) Signature Date: 2023-05-10 - 9:33:59 PM GMT - Time Source: server- IP address: 23.116.84.8 Email viewed by Alexiz.Ramirez@fortworthtexas.gov 2023-05-11 - 11:36:35 PM GMT- IP address: 204.10.90.100 Document canceled by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2023-05-12 - 2:02:04 PM GMT- IP address: 204.10.90.100 FORTWORTH. I Paweredby Adobe Acrobat Sign FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Construction Change Order No. 3 — West Angle and Long Ave M&C: 21-0979 CPN: 101583 CSO: 57192 DOC#: I Date: To: Name Department Initials Date Out 1. Bus. Support Partner — Anitra TPW-initial ne AR Aug 30, 2023 2. Marcos G. Reyes — Contractor Contractor MGR GR Sep 2, 2023 3. James Ruiz - Inspector TPW - sign 4&.- Aug 30, 2023 4. Brendan McInnes — Project Manager TPW-initial AM Aug 30, 2023 5. Chad Allen — Program Manager TPW - sign CA - Sep 11, 2023 6. Lissette Acevedo — Senior CPO TPW - sign Sep 11, 2023 7. Patricia Wadsack — Asst. Director TPW - sign TLW Sep 13, 2023 8. Lauren Prieur — Director TPW - signer Sep 13, 2023 9. Doug Black— City Attorney Legal - sign Sep 14, 2023 10. William Johnson - ACM CMO - sign w Sep 15, 2023 H. Jannette Goodall - CSO CSO - sign Sep 15, 2023 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: EYES ®No RUSH: EYES ®No SAME DAY: EYES ®No NEXT DAY: EYES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContract5(@fortworthtexa5.aov, for pick up when completed; list "Please call Brendan Cad ext # 2817 for questions. Thank you, " CSC No. 57192-CO3 FORT WORTH. City of Fort Worth Change Order Request Project Name W Long Ave and Angle Ave Intersection Improvements City Sec # l 57192 Client Project #(s)� 101583 Project Description Improve intersection safety by creating a more compact intersection, decreasing the vehicle travel distance across the intersection and shortening pedestrian pathways across the roadway. Contractor Reyes Group Ltd. Change Order #1 3 Datel 7/5/2023 City Project Mgr.1 Brendan McInnes, P.E. City Inspector) James Ruiz Dept. TPW -Unit 1 TPW -Unit 2 Totals Contract Time (CD) Original Contract Amount $1,110,652.00 $614,967.00 $1,725,619.00 310 Extras to Date $1,356,967.70 $691,776.30 $2,048,744.00 180 Credits to Date $1,110,652.00 $614,967.00 $1,725,619.00 Pending Change Orders (in MC Process) $0.00 $0.00 Contract Cost to Date $1,356,967.70 $691,776.30 $2,048,744.00 490 Amount of Proposed Change Order -$4,459.55 $4,112.50 -$347.05 0 Revised Contract Amount $1,352,508.15 $695,888.80 $2,048,396.95 490 Original Funds Available for Change Orders $111,065.20 $61,496.70 $172,561.90 Remaining Funds Available for this CO $0.00 $0.00 Additional Funding (if necessary) $4,112.50 $4,112.50 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 18.71 MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST + 25%) $2,157,023.75 JUSTIFICATION (REASONS) FOR CHANGE ORDER Concrete pavement was added to repair existing failing pavement that was discovered after the roadway was milled. Additional asphalt was used to correct a low point in the existing pavement at the curb line in order to maintain positive drainage as well as placed in an alley way to prevent base from washing into the street. Additional copper bare wire was added that was needed as a tracer wire that was missed in the original plans and added per RFI 09. Additional sod being added to backfill area behind the retaining wall at the comer of Angle and Long where slope was graded to tie into the new developments parking lot. Items are also being removed that were not used in the project to offset cost of the overrun items. These line items were part of the original contract and will not result in additional cost due to new pricing. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Name I Contractor (Name) I Contract Signature I Date = Reyes Group, Ltd. Marcos G Reyes ° 3„ _ C IT s Sep 2, 2023 Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date Aug 30, 2023 Flwiian Mc%Hvr Aug 30, 2023 ogram Manager Date Senior Capital Project Officer Date Sep 11, 2023 ,,E„pp o.1, o Sep 11, 2023 Date Dirww, 130FROWNpUepartment (Dept) Date d Sep 13, 2023 Sep 13, 2023 ity Attorney DateAssistant City Manager Da ( Sep 14, 2023 'q-4 - Se 15, 2023 Council Action (if required) MC Number ATTEST: P 6�' Jannette Goodall, City Secretary MC Date Approved City of Fort Worth Change Order Additions Project Name W Long Ave and Angle Ave Intersection Improvements City Sec # 57192 Client Project# 101583 1 Contractorl Reyes Group Ltd. PMI Brendan McInnes, P.E. I Inspectorl James Ruiz Change Order Submittal # F Date j 7/5/2023 ADDITIONS I I EM UESCHIP I ION DEP I Oty Unit Unit Cost I otal 23 3212.0302 2" Asphalt Pavement Type D (pavement overlay) TPW - Unit 1 130.00000000 SY $19.50 $2,535.00 24 3213.0102 T' Conc Pvmt TPW - Unit 1 48.54700000 SY $90.00 $4,369.23 25 3213.0104 9" Conc Pvmt TPW - Unit 1 31.54100000 SY $120.00 $3,784.92 26 3213.0202 T' Conc Pvmt HES TPW - Unit 1 7.75600000 SY $100.0(1 $775.6b 30 3213.0321 Conc Sidewalk, Adjacent to Ret Wall TPW - Unit 1 24.60000000 SF $14.00 $344.40 38 3232.0202 TxDOT Std Ret Wall - RW 1 (L) B TPW - Unit 1 19.33000000 SF $185.00 $3,576.05 39 3291.0100 Topsoil TPW - Unit 1 8.00000000 CY $72.00 $576.00 40 3292.0100 Block Sod Placement TPW - Unit 1 69.00000000 SY $815 $569.25 31 3441.1409 NO 8 Insulated Elec Condr TPW - Unit 2 1,175.00000000 LF $3.5(i $4 ff25b Change Order Additions Page 2 of 6 TPW - Unit 1 $16,530.45 TPW - Unit 2 $4,112.50 Sub Total Additions $20,642.95 Change Order Additions Page 3 of 6 FORTWORTH City of Fort Worth IV,,--- Change Order Deletions Project Name W Long Ave and Angle Ave Intersection Improvements City Sec # 57192 Client Project# 101583 1 Contractorl Reyes Group Ltd. PMI Brendan McInnes, P.E. I Inspectorl James Ruiz Change Order Submittal # � Date 1 4/26/2023 1 DELETIONS HEM UESCHIP I ION UEP I Oty Unit Unit Cost I otal 27 3213.0204 9" Conc Pvmt HES TPW - Unit 1 95.00000000 EA $142.OU $13,490.00 50 3471.0001 Traffic Control TPW - Unit 1 2.00000000 MO $3,750.0(/-----7$7,500.M Change Order Deletions Page 4 of 6 TPW - Unit 1 $20,990.00 TPW - Unit 2 $0.00 Sub Total Deletions $20,990.00 Change Order Deletions Page 5 of 6 M/SBE for this Change Order M/SBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders Co # DATE AMOUNT 1 1/5/2023 $323,125.00 5/18/2023 $38,159.44 Total 1 $361,284.44 FORTWORTH. M, TRANSPORTATION AND PUBLIC WORKS January 11, 2024 Reyes Group LTD 1520 Parker Rd Grand Prairie, TX 75050 RE: Acceptance Letter Project Name: Long Ave and Angle Ave Intersection Improvements Project Type: Drainage, Paving, Traffic Signals, and Street Lights City Project No.: 101583 To Whom It May Concern: On October 12, 2023 a final inspection was made on the subject project. There were punch list items identified at that time. The punch list items were completed on January 8, 2024. The final inspection and the corrected punch list items indicate that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on January 8, 2024, which is the date of the punch list completion and will extend of two (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-2817. Sincerely, Brendan McInnes (Mar4, 202417:15 CST) Brendan McInnes, Project Manager Cc: James Ruiz, Inspector Gary Deyon, Inspection Supervisor Edward Davila, Senior Inspector Lissette Acevedo, Program Manager Bridgefarmer & Associates,lnc , Consultant Reyes Group, Contractor City of Ft Worth, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev. 8/20/19 CONSENT OF SURETY COMPANY TO FINAL PAYMENT AIA DOCUMENT G707 Bond # 107468954 PROJECT: W. Long Avenue & Angle Ave Intersection Improvements (name, address) TO (Owner) { City of Fort Worth 200 Texas Street Fort Worth, TX 76102 } OWNER ARCHITECT CONTRACTOR SURETY OTHER ARCHITECT'S PROJECT NO: 101583 CONTRACT FOR: General Work CONTRACT DATE: December 14, 2021 CONTRACTOR: Reyes Group, Ltd. 1520 Parker Road Grand Prairie, TX 75050 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) Travelers Casualty and Surety Company Of America One Tower Square Hartford, CT 06183 on bond of (here insert name and address of Contractor) Reyes Group, Ltd. 1520 Parker Road Grand Prairie, TX 75050 , SURETY COMPANY, ,CONTRACTOR, 0 0 hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) City of Fort Worth 200 Texas Street Fort Worth, TX 76102 , OWNER, as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this January 18, 2024. Travelers Casualty and Surety Company Of America (Surety Company) (Signature of Aut rized Representative)O�NN.N. Witness: See Attached Jurat Courtney A Flaska, Attorney In Fact (Seal) (Title) F*!3 suaErr r , ! . _ • NOTE: This form is to be used as a companion document to AIA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. Current Edition AIA DOCUMENT G707•CONSENT OF SURETY COMPANY TO FINAL PAYMENT•APRIL 1970 EDITION•AIA® ONE PAGE ©1970 *THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 Surety Company Acknowledgement STATE OF ILLINOIS COUNTY OF COOK SS: On this 18th day of January 1 2024 before me personally appeared Courtney A. Flaska , to me known, who, being by me duly sworn, did depose and say: that (s)he resides at Schaumburg, Illinois, that (s)he is the Attorney in Fact of Travelers Casualty and Surety Company of America , the corporation described in and which executed the annexed instrument; that (s)he knows the corporate seal of said corporation: that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed his/her name thereto by like order; and that the liabilities of said corporation do not exceed its assets as ascertained in the manner provided by law. Notary Public in and for the above County and State My Commission Expires: 06/23/25 OFFICIAL SEAL SAMANTHA BRADTKE Notary Public • State of Illinois MY Commission Expires June 23, 2025 Travelers Casualty and Surety Company of America AdW Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Courtney A Flaska of SCHAUMBURG , Illinois , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. JP,,IY AN° Y1R b m Y GD� CONS.CONK KAL State of Connecticut City of Hartford ss. By: , Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 i NOTARY PU2�10 t Anna P. Nowik, Notary Public S cOM'rtF.G� This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 18th day of January , 2024 ��1... 6 EUB\(ly 9JPtSY ANO Fi�eiF F� j $ a HACONN. , OO�OIUK CONIC,,ffJJ � � ONN. o �p G �"• Kevin E. Hulghes�As�istant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power ofAttorney is attached. AFFIDAVIT STATE OF Texas COUNTY OF Dallas Before me, the undersigned authority, a notary public in the state and county aforesaid, on this day personally appeared Marcos G. Reyes, President Of Reyes Group Ltd, known to me to be a credible person, who being by me duly sworn, upon his oath deposed and said; That all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full; That the wage scale established by the City Council in the City of Fort Worth has been paid in full; That there are no claims pending for personal injury and/or property damages; On Contract described as; W. Long Avenue & Angel Avenue Intersection Improvements City Project No. 101583 BY�.r�- Marcos G. Re es - President Subscribed and swom before me on this date 18th of January, 2024. &WZU&1? Notary Public Dallas, Texas <0" °" CLAUDME I REYES } i n Notary ID #134021011 My Commission Expires - " ov October 17, 2026