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Home My WebLink AboutContract 60593-CO1CSC No. 60593-COl FORT WORTH City of Fort Worth ' Change Order Request Project Name East 4th Street and East 1st Street Federally Funded On -Street Bike Lane Client Project #(s)� 102601 Project Description On -Street Bike Lane Project Contractor Fain Group, Inc Change Order#1 1 City Project Mgr.1 Iskal Shrestha P.E. City Sec # I 60593 Datel 6/25/2024 City Inspector Edward Davila Dept. TPW Contract Time Totals (CD) Original Contract Amount $2,916,021.70 $2,916,021.70 192 Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date $2,9� $2,916,021.70 192 Amount of Proposed Change Order $135,439.32 $135,439.32 Revised Contract Amount $3, 051,461.02 $3,051,461.02 192 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $0.00 Additional Funding (if necessary) $135,439.32 $135,439.32 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 1 4.64% MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) $3,645,027.13 JUSTIFICATION (REASONS) FOR CHANGE ORDER This change order includes adding safety end treatment at the proposed concrete traffic barrier (CTB), replacing deteriorated concrete pavement, and adding a traffic signal pedestrian pole, which is required to avoid the traffic signal pole conflicting with the existing underground utility. Additional bid items are needed because of the change in the existing condition and to improve the road user's safety (end treatment for the concrete traffic barrier). See the RFI response attached to this change order for a detailed cost breakdown and items added and deleted to complete the construction of this project. All of the items in this change order are TxDOT bid items. The price proposed by the contractor is compared to the average pricing compiled from similar items from the Texas Department of Transportation Average Low Bid Unit Prices. See the attachment for the details about the price comparison. TxDOT's bid quantity for its projects is typically higher than the City's. The bid price proposed by the contractor is directly proportional to the bid quantity. It is typically normal for the bid price to be higher for smaller quantities compared to the same items with higher quantities. Many of the bid items in the change order are from this contract. The increase and decrease in bid quantity are needed as part of the RFI response that initiated this change order. The difference in pricing can be justified by the current market pricing, which fluctuates every month due to price escalations and inflation. The City finds that the contractor's proposed prices are 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 reoortine requirements. The Fain Group, Inc I Larry Frazier 1 AN, I Sep 3, 2024 Inspector/Inspection Supervisor Date Project and Contract Compliance Ma Date — Sep 3, 2024 Sep 3, 2024 ogram Manager Date Senior Capital Project Officer Date Sep 4, 2024 S, Sep 4, 2024 ssis an Director (Dept) Date Contracting Department (De Date Sep 4, 2024 a= Sep 4, 2024 ttorney Date Manag Date 9fBeC„a o Sep 6, 2024 1 cvtQ_ Sep 12, 2024 Council Action (if required) M&C Number L vn-nz4r, I ATTEST: o4g4pORpn�C �> F,00 o4'p9.�d I.g Jannette Goodall, City Secretary dpg o=4 PP * 000 0 0 *p M&C Date Approved 1 08/27/24 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH •W City of Fort Worth Change Order Additions Project Name I East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # 60593 Client Project # 1 102601 1 Contractorl Fain Group, Inc PMI Iskal Shrestha P.E. Inspectorl Edward Davila l Change Order Submittal # F__I� Date 1 5/26/2023 1 ADDITIONS HEM EM UESCRIP I ION UEP I Oty Unit Unit Cost I otal 1-2 0104 6001 REMOVE GONG PAV I PW 143 SY $29.OU $4,147.001 1-5 0104 6022 REMOVE CONC CU B AND GUTTER) TPW 160 LF $14.O1U $2,240.001 1-6 0104 6036 REMOVING GONG (SIDEWALK OR RAMP) TPW 130 SY $30.00 $3,900.001 1-10 0247 6061 FL BS (CMP IN PLC) (TY A GR1-2) (6") TPW 410 SY $18.O1U $7,380.001 1-26 0530 6004 DRIVEWAYS (CONC) TPW 400 BY $20.00 $8,000.001 1-27 0531 6001 GONG. SIDEWALKS (4") TPW 110 SY $97.O1U $10,670.001 1-29 0531 6010 CURB RAMPS (TY 7) TPW 1 EA $3,200.00 $3,200.001 1-32 0618 6053 CONDT (PVC) (SCH 80) (3") TPW 25 LF $39.O1U $975.001 1-116 0620 6009 ELEC CONDR (NO. 6) BARE TPW 25 LF $2.50 $62.50I 1-104 0684 6038 TRAFFIC SIG CBL (TY A) (14 AWG)(12 CONDR) TPW 225 LF $4.O1U $900.001 1-117 0684 6046 TRF SIG CBL (TY A) (14 AWG) (20 CONDR) TPW 590 LF $9.00 $5,310.001 1-107 0687 6001 PED POLE ASSEMBLY TPW 1 EA $3,500.OU $3,500.001 1-11 0360 6001 GONG PVMT (CONT REINF-CRCP) (T') TPW 43 SY $121.00 $5,203.001 1-118 0545 6006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) TPW 2 EA $33,008.55 $66,017.101 1-119 0666 6171 PREFL PAV MIRK TY I (W) 6" (BRK) TPW 95 LF $2.40 $228.001 1-120 0666 6171 PREFL PAV MRK TY II (W) 6" (BRK) TPW 95 LF $0.1U $9.501 1-121 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLID) TPW 20,325 LF $2.40 $48,780.001 1-122 0666 6174 REFL PAV MARK TY II (W) 6" (Si TPW 20,325 LF $0.1U $2,032.501 1-123 0666 6210 REFL PAV MIRK TY I (Y) 6" SLID TPW 14,490 LF $2.40 $34,776.001 1-124 0666 6210 REFL PAV MIRK TY 11 (Y) 6" SLD TPW 14,490 LF $0.10. $1,449.UUI II-98 0247 6219 FL BS (COMP IN PLC) (TYP A GR-1-2) (9") TPW 269 BY $49.28 $13,256.321 II-99 0528 6002 COLOR TEXTURED CONCRETE (i TPW 269 SY $140.OU $37,660.001 II-100 0529 6002 GONG CRUB (TY II) (8") TPW 2,405 LF $60.00 $144,300.001 II-101 0545 6006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) TPW 2 EA $33,008.55 $66,017.101 II-39 0666 6036 REFL PAV MAR TYP I (W) 8" (SLD) (100MIL) TPW 124 LF $3.00 $372.001 II-49 0666 6178 REFL PAV MIRK TY II (W) 8" (Si TPW 124 LF $0.05 $6.201 II-58 0672 6016 TRAFFIC BUTTON TY W (TURTLE DOMES) TPW 33 EA $250.00 $8,250.001 II-68 0678 6004 PAV SURF PREP FOR MIRK (8") TPW 124 LF $0.05 $6.201 II-102 0666 6171 PREFL PAV MRK TY I (W) 6" (BRK) TPW 215 LF $2.35 $505.251 II-103 0666 6171 PREFL PAV MRK TY II (W) 6" (BRK) TPW 215 LF $0.15 $32.251 II-104 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLID) TPW 17,565 LF $2.40 $42,156.001 II-105 0666 6174 REFL PAV MARK TY II (W) 6" (Si TPW 17,565 LF $0.1U $1,756.501 II-106 0666 6210 REFL PAV MRK TY I (Y) 6" SLID TPW 10,150 LF $2.40 $24,360.001 II-107 0666 6210 REFL PAV MIRK TY II (Y) 6" SLID TPW 10,150 LF $0.1U $1,015,001 Change Order Additions Page 2 of 6 i i i TOW $582,439.321 1 1 1 Sub Total Additions $582,439.321 Change Order Additions Page 3 of 6 FORTWORTH City of Fort Worth Change Order Deletions Project Name East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # 60593 Client Project # 102601 1 Contractorl Fain Group, Inc PMI Iskal Shrestha P.E. Inspectorl Edward Davila Change Order Submittal # 0 Date 1 6/25/2024 DELETIONS I I EM UI=SCKIN I IUN Uf F, I U Unit Unit (:ost I otal 1-3 U1U4 6U1 / KFMUVING CUNC (UKIVFWAY) I "W39b. UUUUUUU SY $29.UU $11,4bb.1JU 1-26 0530 6004 DRIVEWAY (CONC) TPW 395.00000000 BY $20.0(➢'____$T900.00 1-36 0620 6010 ELEC CONDR (NO. 6) INSULATED TPW 210.00000000 LF $3.0(➢' $630.00 1-54 0666 6171 PREFL PAV MIRK TY II (W) 6" (BRK) TPW 95.00000000 LF $2.5(F $237.50 1-56 0666 6174 REFL PAV MARK TY I I (W) 6" (SLID) TPW 20,325.00000000 LF $2.5T $50,812.50 1-67 0666 6210 REFL PAV MIRK TY 11 (Y) 6" SLID TPW 14,490.00000000 LF $2.50 $36,225.00 1-98 0684 6029 TRF SIG CBL (TY A) (14 AWG)(3 CONDR) TPW 320.00000000 LF $2.5T $800.00 II-17 0514 6016 PERM CTB (F-SHAPE) (TY 4) TPW 1,631.00000000 LF $165.00 II-45 0666 6171 PREFL PAV MIRK TY II (W) 6" (BRK) TPW 215.00000000 LF $2.5T $537.50 I I-47 0666 6174 REFL PAV MARK TY I I (W) 6" (SLID) TPW 17,565.00000000 LF $2.5T $43,912.50 II-55 0666 6210 REFL PAV MIRK TY 11 (Y) 6" SLID TPW 10,150.00000000 LF $2.575D0 Change Order Deletions Page 4 of 6 TOW $447,000.00 Sub Total Deletions $447,000.00 Change Order Deletions Page 5 of 6 M/SBE for this Change Order M/SBE Sub Type of Service Amount for this CO Total I $0.00 I Previous Change Orders CO # DATE I AMOUNT Total I $0.00 1 City of Fort Worth, Texas Mayor and Council Communication DATE: 08/27/24 M&C FILE NUMBER: M&C 24-0746 LOG NAME: 2024 E. 4TH ST. AT E. 1ST ST. CHANGE ORDER 1 SUBJECT (CD 8 and CD 11) Authorize Execution of Change Order No. 1 in the Amount of $135,439.32 to a Contract with The Fain Group, Inc. for the Construction of the East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane Project RECOMMENDATION: It is recommended that the City Council authorize execution of Change Order No. 1 to City Secretary Contract No. 60593 with The Fain Group, Inc., increasing the contract amount by $135,439.32 for the construction of the East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane Project (City Project No. 102601); thereby increasing the total contract amount to $3,051,461.02. DISCUSSION: On Tuesday, October 31, 2023, by Mayor and Council Communication (M&C 23-0945), the City Council authorized a contract with The Fain Group, Inc. in the amount of $2,916,021.70 for the construction of East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane project (City Project No. 102601). This M&C will authorize the execution of Change Order No. 1. This change order 1 includes adding safety end treatment at the proposed Concrete Traffic Barrier (CTB), replacing deteriorated concrete pavement, and adding the traffic signal pedestrian pole required to avoid the traffic signal pole conflict with underground utility, additional conduit, and conductor. The East 4th Street -East 1 st Street project provides the construction of new separated bicycle lanes, protected intersections, traffic signal modification, pavement marking, and signage along the project corridor to ensure safe and comfortable user experiences for all modes of transportation, whether by foot, bicycle, or motorized vehicle. The following table summarizes previous contract actions and change orders: Construction Amount Justification M&C Date Contract No. Original Initial contract for 23- Contract $2,916,021.70 original scope of 0945 10/31/2023 work Change Order Increased scope of This No. 1 $135,439.32 work M&C 8/27/2024 Revised Contract $3,051,461.02 Amount The project received $2,332,000.00 in Federal Funds from Advanced Funding Agreements (AFA) with the Texas Department of Transportation (TxDOT) (M&C 21-0715, City Secretary Contract numbers 56524 and 56766). No additional funding is needed for Change Order No. 1. The table below summarizes past appropriations, sources, and the estimated total cost of the project at completion: Fund Existing Additional Project Total Funding Funding 34014 - 2014 Bond $23,200.00 $0.00 $23,200.00 Program Fund 34018 - 2018 Bond $1,021,800.00 $0.00 $1,021,800.00 Program Fund 34027 - 2022 Bond $900,000.00 $0.00 $900,000.00 Program Fund 31001 -Grants Capital $2,332,000.00 $0.00 $2,332,000.00 Project Federal 31003 - Grants Capital Project Other $466,400.00 $0.00 $466,400.00 (Project Total I$4,743,400.00 $0.00 $4,743,400.00 Funding for this project was included in the Fiscal Years (FY) 2024-2028 Capital Improvement Program in the Amount of $4,743,400.00. This project is included in the 2022 Bond Program. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25675-08-2022) provides liquidity to support the appropriation. Available resources will be used to actually make any interim progress payments until the debt is issued. Once debt associated with a project is sold, debt proceeds will reimburse the interim financing source in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance 25515-05-2022). Funding is budgeted in the 2022 Bond Program Fund for the TPW Dept Highway & Streets Department for the purpose of funding the E 4th St & E 1st St Improvement project. The Texas Department of Transportation placed a 6% Disadvantaged Business Enterprise goal on this solicitation/contract. The Fain Group will be exceeding the goal at 6.23%. Any changes in subcontractors will be reviewed by the Texas Department of Transportation. This project is located in COUNCIL DISTRICT 8 and COUNCIL DISTRICT 11. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2022 Bond Program Fund for the E 4th St & E 1 st St Improvemnt project to support the above recommendation and execution of the change order. Prior to any expenditure being incurred, the Transportation & Public Works Department is responsible for validating the availability of funds. Submitted for Citv Manaaer's Office bv: Jesica McEachern 5804 Oriainatina Business Unit Head: Lauren Prieur 6035 Additional Information Contact: Monty Hall 8662 Filters: Adjust filters to refine your Use Qty Filter Standard Specification analysis of bid item average cos.. NO Code Multiple values BID ITEM BID ITEM DESCRIPTION Bid Item Multiple values 529-6008 CONC CURB & GUTTER (TY II) Actual Let Date Range 4/1/202412:00:00 AM.. 545-6006 CRASH CUSH ATTEN (I NSTL)(L)(N)(TL2) Bidder Rank Low Bidder District All County All Project Classification All Vendors (Select to Exclude) All Project Size All ® Data Date: 6/27/20243:30:23 PM UNITOF Min. Bid Item Max. Bid Item Avg. Unit Price Min. Unit Price Max. Unit Price Std. dev. of Unit Median Unit MEASURE Qty Qty Price Price LF EA 26.5 14,077.0 $60.86 $18.15 $150.00 $33.16 $S1.22 2.0 3.0 $30,849.13 $26,775.00 $34,923.25 $5,761.68 $30,849.13 Kimley>>)Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1 st Street Striping and Bicycle RFI #: 001 Version #: 3 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/02/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/10/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #1 Existing Grades at Crosswalk of 4th and Reynar Attachments: 068A - Rayner Paving & Image ❑ Document 068B -Rayner Grading RFI Response: 1. Please see the attached layout sheets 068A & 068B outlining the pavement design for Rayner Street and the additional sidewalk design adjacent to Rayner Street. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description 1046001 REMOVING CONC (PAV) 1046017 REMOVING CONC (DRIVEWAYS) 1046022 REMOVING CONC (CURB AND GUTTER) 1046036 REMOVING CONC (SIDEWALK OR RAMP) 2476061 FL BS (CMP IN PLC)(TYA GR1-2) (6") 5306004 DRIVEWAYS (CONC) 5306004 DRIVEWAYS (CONC) 531 6001 CONC SIDEWALKS (4") 531 6010 CURB RAMPS (TY 7) City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Unit antity Unit Price Total SY +100 $29.00 +$2,900.00 SY -395 $29.00 -$11,455.00 LF +160 $14.00 +$2,240.00 SY +130 $30.00 +$3,900.00 SY +410 $18.00 +$7,380.00 SY -395 $20.00 -$7,900.00 SY +400 $20.00 +$8,000.00 SY +110 $97.00 +$10,670.00 EA +1 $3,200.00 +$3,200.00 Total Proposal Amount: +$18,935 Total Additional Days: 0 I I I I I I I RAYNER AVE 0+00 1+00 I PROP CONC DRIVEWAY PROP 7" GONG DRIVEWAY PATH p5 BARS 0 12" C-C EACH DIRECTON� PROP RAYNER AVE C/L 0 1 - - - - // - -A -// I III a EX ROW 323' CITY OF FORT WORTH pROP SIDEWALK (VOL 388-109, PG 109) EX EDGE OF BUILDING EX 20' OPEN SPACE EASEMENT 0 II CITY OF FORT WORTH (VOL. 2444, PG 206) ID RAYNER AVE 1NCRETE DRIVEWAY E A 2+45 21 3g00 TYPE J CURB RAMP (1 EA) P CONC DRIVEWAY g 540 PVt STA 1+82 80 PVI — 529 06 AD 4 Z K 10.59 SCALE 1" = 20' HORIZC 535 nW1 nW EG D PGL RT PROF PGL FIT ® TOP OF FACE OF CUR p0 9 FIT 2.00R ` es�- R -G - = I 530 Ef GROUND ® RA NER ST CA � T 8 221% - / 2 OOR Ll % oo J � PROP PGL L 6 TOP OF FACE OF UIS E ® PGL LT 525 — -----_—__ 9n— PVI ELEV 52. 58 'w I PI STA.1+Rs f 52U AD 5 71! K 8l5 v 5C 00' V m 515 J 540 535 530 525 520 AR REVISIONS 3 DEscRlPnax DATE GRAPHIC SCALE IN FEET C 10 20 40 0 IF NX17, SCALE IS 1-=40' LEGEND NOTES' U LANE LEGEND BIKE WITH GREEN THERMO BACKGROUND TO BE PAID FOR — ITEMS 666 6200. 666 6202. AND 666 6182. 2. 8" RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 672 6016. CONSTRUCTION NOTES — RA CHALL PROTECT ALL XINTI O TU'RRS, TREES,, FENCES, FETTHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 68 HOVRS PRIOR TO EXCAVATING IK.AT EACH LOCAnON AT'TFORT WORTH WATER DEFT. -FIELD OPERATONS (817) 392-8296 FORT -RI T&PW 81]) 1121111 ATMOs ENERGY (81]) 215-4366 et IL & (et]) G21 -6214 TKU ENERGY 1 ABC TELEPHONE (el ))233 CHA RTER (81 ]) 609 3363 ALL OTHER OFACILITIES 1-800-DIG—SS HORIZONTAL & VERTICAL CONTROL BM "" BM o05 BM ILP7 BM III- NP69644t�.54" Ni 696 DA`RlL40" n 696435B 03ET NP 696422°L95ET ELEVaA508.453 ELEV5510.888 ELEVy 553487 ELEV3554.353 BM 8110 BM /111 BM CON2 6/s/2o24ET N 6635083 V3N 696351C22 1 E50L213111114 ELEV3 556 08LE433Ot Kimley>» Horn Texas Registered Engineering Firm F-928 ANI Texas Department of Transportation Ar © 2023 RAYNER AVE PAVING PLAN 0+00 I+00 2+00 3+00 UESIUry I DIV NO FEDERAL AID PROJECT NO HGNAY DST AA 6 STP 2023(697)TP IST p $ eH STATE DISTRICT COUNTY S NOT F I NLH� TEXAS FTW TARRANT F coNTLa sEcnoN JoB 068A NRE I 0902 90 195 F I I ) PROP CONC DRIVEWAY 11 PROP 7' CONC DRIVEWAY \ WITH 85 BAR s ® 12" C-C \ EACH DIRECTION PROP RAYNER AVE C/L \ \ \ T \ \ EX ROW \ \ ) - - O / 1 RAYNER AVE o+00 �l 1 1 / EX ROW CITY OF FORT WORTH PROP SIDEWALK /(VOL 308-109, PG. 109) E% EDGE OF BUILDING / / EX 20' OPEN SPACE EASEMENT / . CITY OF FORT WORTH (VOL. 2444, PG. 206) 1+50 T p T 6. 1 I � II III 53a 52M 620 -50 -40 -30 -20 - 0 0 10 20 30 40 50 CONIC DRIVEWAY 2+25 I i l / 639I I I I I I 10 I I I I I I I I � 6 U+ + -so -,0 -0 -0 -10 I 10 20 30 4 1 51520 2+00 I P I p�p I 11 k I I 5201 -50 -40 -30 -20 -10 0 10 20 30 4 REVISIONS LEGEND scALE i = zooerzoNTAL CONSTRUCTION NOTES RTICAL CONRACTOR SHALL PROTECT ALL E%ISnNG UTILITIES, TREES, FENCES, RETAINING _S AN D —EEWCE NOTED TH` CONTRA G pTOR SHALLO SCRTACTUUNLESS TRE FOLLOWINGAT LEAST48 HOURS PRIOR TO EX IIIAINFOORT WORTH WATER DEPT.-FIELD OPERA—S (817) 392-82% (81]) 392-8100 ATMOS ENERGY L((81])215-43e6 TAU RENERGY 1E o-23J8z 3J is-62t4 S N 1fre PHONE (el)) 338-6819 M (81]) 509-62]2 E%T 3363 ALL OTHER OFACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL BM ILLY,0BM 10 BM III- BM III- EP 696111 L81 NSET P 234609 .0 N 234�368CONTROL03" NP .1830L� ELEV: 508.453 ELEV: S10.BB ELEV. 553.48] 234ELEV. 554.35 BM #110 BM /111 BM CON2 N 69e35t022� E: 233490012 53 ELEV3556081 ELEV 542,13 ELEV353]01 s/s 14 Sptrc rt1N �asmx� �� Kimley>» Horn Texas Registered Engineering Firm F-928 AMW Texas Department of Transportation 1, © 2023 RAYNER AVE GRADING PLAN N IJ DIV E FEDERAL AID PROJECT NO H GHWAYD 6 STP 202316971TP IST ST S eH I TESTATE DISTRICT COUNTY S No1 XAS FTW TARRANT NLH� coNTRa sEcnoN JOB 068B NRE I 0902 90 195 Kimley>>)Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1 st Street Striping and Bicycle RFI #: 003 Version #: 1 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/12/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/1/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #3 — Sylvania T-1 Signal Pole Foundation Conflict Attachments: Sylvania Signal Package Image ❑ Document RFI Response: 1. Please see the Sylvania Signal Package, which contains revised sheets 016, 017, and 021 showing the new location of T-1 and the placement of an additional pedestrian signal pole P-6, as well as updated charts corresponding to the revisions. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit antity Unit Price Total 6186053 CONDT (PVC) (SCH 80) (3") LF +25 $39.00 +$975.00 6206009 ELEC CONDR (NO.6) BARE LF +25 $2.50 $62.50 6206010 ELEC CONDR (NO.6) INSULATED LF -210 $3.00 -$630.00 6846038 TRF SIG CBL (TY A)(14 AWG)(12 CONDR) LF +200 $4.00 $800.00 6846046 TRF SIG CBL (TY A)(14 AWG)(20 CONDR) LF +10 $9.00 $90.00 6876001 PED POLE ASSEMBLY EA +1 $3,500.00 +$3,500.00 Total Proposal Amount: +$4,797.50 Total Additional Days: 0 City PM Status: Accepted ❑ Rejected ❑ City PM Comments: 36" 02 66" x FORTWORTH S. Sylvania A�v e♦ N 4-300 S1 METRO (EAST 1 ST STREET) 102" X 20" 102" 36" 66" FORTWORTH ylvania S S zoo METRO (EAST 1ST STREET) eNOTES: SS 102"X20" 1 ALL EXISTING CONDUIT AND WIRING $HALL REMAIN UNLESS OTHERWISE _s NOTED a 2 CONTROLLER AND CABINET WILL BE UPDATED BY OTHERS (CITY) c 3 BIKE SIGNAL LENSES SHALL BE PAID FOR UNDER BID ITEM 0682 F 4. BI-MODAL LEFT TURN YELLOW ARROW SHALL BE PAID FOR UNDERBID ITEM s 0682 5 ALL NEW SIGNALPOLES, MAST ARMS, AND RED POLES SHALL BE PAINTED BLACK PER TXDOT SPECIFICATION. PAINTING IS SUBSIDIARY TO RESPECTIVE g BID ITEMS. s 6. ALL NEW SIGNAL POLES AND MAST ARMS SHALL BE ROUND UNLESS a OTHERWISE APPROVEDBYTHECITY T SIGNAL POLES T-1 AND T-2 SHALL HAVE MAST ARM DAMPENING PLATE i8. PRO POSED LUMINAIRES SHALL BE CITY OF FORT WORTH ARTERIAL MODEL .t ATBO P303 MOLT R23K BK ANY ASSOCIATED WIRING NECESSARY FOR THE LUMINAIRE ON THE ONCOR POLE IS SUBSIDIARY TO THE LUMINAIRE BID ITEM x 9 EXPLORATORY EXCAVATION OF EXISTING UTILITIES IS SUBSIDIARY TO BID ITEM 680 F 10. CONTRACTOR SHALL HAND -DIG TO LOCATE FOR EXISTING UTILITIES ON NORTHWEST CORNER PRIOR TO PLACING SIGNAL POLE FOUNDATIONS HAND DIGGING IS IS SUBSIDIARY TO VARIOUS BID ITEMS NOT ADDITIONAL PAYMENT 11. GALVANIZED POLE ASSEMBLIES TO BE PAINTED BLACK. NO SEPARATE PAY ITEM THE PAINTING GALVANIZED POLE ASSEMBLIES WILL BE A SUBSIDIARY OF THE POLE ASSEMBLIES ITEM 686. GALVANIZING AND PAINTING SHALL BE PER STANDARD SPECIFICATION ITEM 445 AND 446, RESPECTIVELY 12. THE DETECTION SYSTEM PROVIDED SHALL HAVE THE NECESSARY HARDWARE AND SOFTWARE MODULE(S) INSTALLED FOR COLLECTING VEHICULAR, g PEDESTRIAN, AND BICYCLE COUNTS FOR A MINIMUM OF FIVE (5) YEARS FROM " THE PROJECT COMPLETION ANY ASSOCIATE COST SHALL BE CONSIDERED `o. S SUBSIDIARY TO THE RESPECTIVE DETECTION SYSTEM BID ITEMS. F SIGNAL POLE LOCATIONS LL 10.5'+ 6 9.5't u P-1— -- P-6 i6 ■T 1. � e M H e a e F P-4 N T-2 a _--P_2 o; z P_5 a� r �a P m�E 20.'+_ N 11.5't 21t 30't 1 Ave 300 I I I I FLYING TIRE BICYCLE INSTALL'�ON T-1 INSTALL80N NEW POST EA ( )� E 11 INSTALL 52 ON NEW POST 1 II (1 EA) - 111 � /. . . /.. // / 3-1 INSTALL LUMINAIRE ON .HE POLE (1 E40 2 $EE NOTE YDJ AO' -- `-- -- ---- 4TH ST ---- ---- -- SPEED LIMIT: 35 MPH ----- _--- 2500 BLK. --- 5 209 R-B I ( LOAD ZONED BRIDGE W12-5T 36" X 36" S3 NO PARKING R8-3 (MOD) 18" X 24" NO TURN ON RED • R10-11b 36" X 48" SS LEFT TURN YIELD ON FLASHING �©a � d R10-12 (MOD) 30'X 36' R10-10b 12" X 1)8' �/ TURNING VEHICLES �� FORv� R10-15R 30" X 30" Z r m ANDREW SESSION J 7 COMMUNITY CENTER 0 IN W I I a II� rn _N111�A71 S 1 EI1 yI T-1 (I EA) OO T-1 (1 EA) � I INSTALL 55 ON T-1 (1 EA) INSTALL S) ON �- T-2 (1 EA), -1 INSTALL),O/ON T-2 (1 EA)- p-4 INSTALL8ON E-2 (1 EA) I IIII I -181-17 I E-2I It a � Z F � m J J )- wm � a 06 1n r� V IG��Ewa•r� I AG GREEN 6,16 EX STING < ------------ - ____-__-_ __ 4TH ST SPEED LIMIT: 35 MPH L: _- - _': 2600 BLK. R-5 12 INSTALL S5 ON -2 (1 EA) T-2 IR-� 16 B 13 P_3 1 I TALL'�ON P-3 (1 EA) IN INTERCEPT EX 1 CONDUIT I . � DAVE'S = I I GAS Know what's b010W. `I 1 Callbefore you dig. CWAUTIOi R G REVISIONS xo Q PT DATE vr�ilp � os/o3/z6za LEGEND EX SIGNAL POLE AND MAST ARM 1 H EX SIGNAL HEAD AND NUMBER /T EX CONDUIT, W/ LABEL �Y EX LUMINAIRE H EX PED POLE AND PUSH BUTTON 17 EX RED HEAD AND NUMBER EX GROUND BOX PROP 3521 SIGNAL CABINET 1 N PROP SIGNAL HEAD AND NUMBER .0 PROP RED POLE AND PUSH BUTTON iT 11 PROP RED HEAD AND NUMBER 1 .4-0 PROP BIKE SIGNAL HEAD AND NUMBER ® PROP CURB RAMP RIGHT-OF-WAY LINE -- PROP CONDUIT RUN, W/ LABEL Q GROUND BOX TYPE 0, W/ APRON i POST MOUNTED SIGN 11 MAST ARM MOUNTED SIGN F SIGNAL POLE MOUNTED SIGN M)) HYBRID DETECTOR (ITERIS VANTAGE NEXT WITH VANTAGE VECTOR) DETECTION ZONE ` T MAST ARM DAMPENING PLATE CONSTRUCTION NOTES RENT NG- SMALL PROTECT ALL EXISTING UTILITIES,,TREES, FENCES, HE CONTRACTOR SHALL CONTACT THE FOLLOWINGS AT LEAST 48 HOURS PRIOR TO EXCAVAT EACH L AT_ 1nBoo oING p8_8]11 OCATION FORT WORTH WATER DEPT -FIELD OPERATIONS (817) 392-8296 ATR.10S ENERGY& (B,R)(215)112 4366 8100 ... GAS RTH& ELECTRIC (et]) 21 6214 %U ENERPG Y1-00-233-2G133 1)) 3 ALL OTHER OFACILITESXi o 6DC-TESS 3363 HORIZONTAL & VERTICAL CONTROL BM g103 RM dms BM ao 7 BM #108 YP CONTROL SET N 6.996061754 N 6964d06 40 NP 6964358G3 N 6964271,95 964E 1,95� 48 ELEV 50845 ELEV' 51088 ELEV: 553.48 ELEv: 55435 SM #,10 III 11 BM N1122 'k" CUT 1UT " CCONTROL 8� N. 6963)36 73 NP 6963510.22 ELEY33556081 DUN 54213 63ELEV: 53A.OI4 s/1 ' ds N � ��'+ wxM�f.mn Kimlep Horn Texas Registered Englneenng F,m F-928 JF Texas Department of Transportation © 2023 TRAFFIC SIGNAL LAYOUT SHEET SYLVANIA AVENUE & E. 4TH STREET A.N 7A, G DIV.NO. 6 FEDERAL AID PROJECT NO HIGHWAY STP 2023(697)TP IST ST JRD STATE DISTRICT COUNtt S W TEXAS FTW TARRANT RA CITES JOB 016 SRA 0902 90 195 f 2 8 L 8 t 6 � axx oxE wE mE —� oxE o� — fi[ 'T 2 P rnE ¢ o 4TH ST v SPEED LIMIT: 35 MF 2500 BLK. / 6 -m€ os — — — — �— — — -- n ry � I ■ E ca- G LO r> Y CD J CD J O 0 w W a- U) Im .4 NORTH y - GRAPHIC SCALE IN FEET C 2.5 5 10 IS �o i i T71 REVISIONS NO p acR k3� 05103/124 LEGEND " EX SIGNAL POLE AND MAST ARM 1 H EX SIGNAL HEAD AND NUMBER /T EX CONDUIT, W/ LABEL LtY EX LUMINAIRE H EX RED POLE AND PUSH BUTTON 17 fl EX RED HEAD AND NUMBER EX GROUND BOX PROP 3521 SIGNAL CABINET 1 N PROP SIGNAL HEAD AND NUMBER H PROP RED POLE AND PUSH BUTTON 17_J PROP FED HEAD AND NUMBER , *a PROP BIKE SIGNAL HEAD AND NUMBER ® PROP CURB RAMP — — RIGHT-OF-WAY LINE -- PROP CONDUIT RUN, W/ LABEL 0 GROUND BOX TYPE D, W/ APRON 1 POST MOUNTED SIGN J-L MAST ARM MOUNTED SIGN F SIGNAL POLE MOUNTED SIGN M)) HYBRID DETECTOR (ITERIS VANTAGE NEXT WITH VANTAGE VECTOR) -- _ . _ . DETECTION Z ONE CONSTRUCTION NOTES CCONTRACTOR SHALL PROTEICT ALL EXISTING UTILITIES, TR ES, FENCES, THE CONTRACTOR SHALL CONTACT NEF OLLOINNO ATTLEAST 48 HOURS PRIOR TO EXCAVATING T EACH LOCNIICN _T 1-800-878-eA1 FORT MRTH WATER DEPT.-RELD OPERATIONS (817) 392-8296 F "T 392-1— Al— COR ENERGY EC11F c15-4366 TXU ENERGY k1E800-233-213315-6214 C—TERM ((et ])3509611 6272 EXT 3363 ALL OTHER �ACIUTIES 1-800-OIG-TEES HORIZONTAL & VERTICAL CONTROL eM #1 3 eM Ntos CONTROL 29� RM #TO'3RM d'OR YP CONTROL SETP W CONTROL SET P CONTROL L� N: 4417,54 N9N-45803 N6964 2683 EV3410286 EV5045551463 ELEVBM N110 BM /111 BEM C112 'N' CUi CONTROL SET 69635083 N. 69637"34366.73 U 69055142 2 ELEJ337075 556081 ELIEV 54213 ELEV 537014 5/t/2J2a t4f ��r Kimley-Morn Texas Registered Englneenng hmn F-928 AEOF Texas Department of Transportation Aw © 2023 SIGNAL EQUIPMENT DETAIL SHEET (NW CORNER) SYLVANIA AVENUE & E. 4TH STREET UN I DIV NO. FEDERAL AID PROJECT NO HGHoAY AA 6 SUP 202316971TP IST ST GR JRD ISTALE DISTRICT COUNtt SOLI TEXAS FTW TARRANT s coN ROL ecnoN oe 017 195 SEA I 0902 90 POLE INFORMATION POLE NUMBER ( T-1 E-1 P-1 T-2 P-2 P-3 E-2 P-4 P-5 ( P-6 '\ MAST ARM LENGTH 40. / 28' N/A 49 N/A N/A 28' N/A N/A ( WA ) g POLE / FOUNDATION ( SMA / 36-A EXISTING 24-A SMA / 36-A 24-A 24-A EXISTING 24-A 24-A ( 24-A \ WITH LUMINAIRES ` NO ) YES NO YES NO NO YES NO NO / NO F SIZE OF LENS ( 1/l 12" �� 17' �� P 12" 17' � ��G V ) = SIGNAL TYPE I V3B V3 V3 AHSSLV3" P P V38 V3 V3 P P B DHSSL` V3" P P P P � B SIGNAL FACE NO. 1 2 3 7 8 9 10 11 12 13 14 15 18 17 18 19 20 4 5 6 € <R R R R R DW DW <R R R DW DW R(BIKE) R R DW DW DW DW R(BIKE)� s (<SYIFV Y Y Y Y W W <SVIFY Y Y W W Y(BIKE) Y Y W W W W Y(BIKE)� LED SIGNAL INDICATIONS ( G G G 1 G G G G G G (BIKE) G G ( G (BIKE) EXISTING � CABLE/WIRE INSIDE ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, REFLECTIVE, VENTED BACK PLATES. POLE (F'ET) 0 _ SUMMARY OF CONDUIT tNDCAB-ES I x O x t7 rc 0 3 O m s CONDUIT POLE i 3 i 3 Z� x W x NUMBER N' n' o W at BORE B1 RUN ( � u 'a O ; ; � a o m s SIZE NO LENGTH TRENCH (T) i i i ¢ w z x Y x w Ca w "Lai (LF) RIGID METAL (RM) O O d. x U x IY PROP. EXIST. EXISTING (EP-1 10 20 ) ry V m a m a 3 .� i P-2 5 10 f E-1 3 25 E 4 I P-3 5 20 g R-2 3 - 10 T 2 6 8 1 1 1 4 I P4 5 10 R-3 3 15 T 1 1 R4 3 - 10 T 1 1 1 1 1 R-5 3 10 T 1 1 140 € R-6 3 - 80 B 1 3 4 1 2 I A --�� 40 € E-7 3 10 E 7 I ^T 135 50 R-8 3 - 15 T 1 1 1 100 80 45175 g ,¢RA 320 T �'1 1 1 OTAL 40 280 ® R 9 w �.�9--.��-�-1i-, ice--• �.��-��/1� Notes: ' Hybrid Detection Cable shall be paid for under the 6083 Bid Item. Y R-13 3 1 2 1 @ R-14 9 - 10 T 1 2 1 E-15 - 3 30 E 1 SIGNS SIZE MOUNT MARK FURNISH S INSTALL c E-16 - 3 10 E ' I METRO IS SYLVANIA AVE) 102" X 20" MAST ARM S 1 W12-5T 36"X 36" POLE S 1 II ® R- 8 ` 3 - 211 ^ 1 i R8-3 (MOD) 18` X 24" POLE $ 1 CABLE TOTALS (LF) 230 545 830 460 20 20 545 p R10-11b 36`X 36" SIGNAL POLE 2 ® -3-B ^ ^ r R10-12 (MOD) 30" X 36" MAST ARM S 2 N VvvBORE��`. 1 R10-10b 12"X 18" POLE S 2 R10-15R 30" X 30" MAST ARM § 2 Notes: METRO (S SYLVANIA AVE) 102" X 20" MAST ARM $ 1 This chart does not reflect the quantities of cable inside the pole or existing Cable inside of existing Conduit. > 12 o & Only proposed Conduits and wiring are shown. All existing wiring and Conduit shall remain unless othewise noted. F ' Hybrid Detection Cable shall be paid for under the 6083 Bid Item. v € I MINIMUM PEDESTRIAN TIMING € LENGTH OF FLASHING DON'T TOTAL PED SIGNAL HEAD WALK TIME RED PHASE NUMBERS ROADWAY CURB TO FEET/SECOND WALK (SECONDS) TIME TIMING g g @ CURB (SECONDS) (SECONDS) e I 02W 10,14 65 3.5 7 19 26 I 04W 15, 19 70 3.5 7 20 27 06W 4, 20 60 3.5 7 18 25 I 08W 5,9 65 3.5 ,.rp" 7 19 28 n€ (NOTE: THE AS SVE PEDESTRIANS TIMINGS ARE BASED 5N EXISTING 40METRICS AS SHOWN ON THIS LAYOUT. ea nrv3 f E REVISIONS R R Y3ON os/o3/2a24 LEGEND CCONTRACTOR ETAINING —LECONSTRUCTION NOTES SHALL PROTECT ALL EXI-NC -I TREES, FENCES, AN D FOLLOIMNGS HEACONTRACTOR SHALL CONTACT HE ATT—ET 48 HOURS PRIOR TO io n T inaaD-E'S E_ FORT HRH WATER DEPT.-RELO OPERATIONS (817) 392-8296 r (et7) 392-8100 ATCOR ENERGY (c17)c15-4366 S"Ro 800-2338213315-6214 BL O IE NE CLARTERso9-e272 ALL OTHER OFACIUTES71-800-OIC-TEES (m7) 'Cl EXT 3 363 HORIZONTAL & VERTICAL CONTROL RM onireoL NP 6964417,54 sEr eM Ntos RM N1 oT RM d.D. NP 6964406L40� N 696435803� NR 69642711L95� E-508.452-784 BM N110 C6508 3 ELEV3510.888 ELEV34553487 ELEV3554. 353 BM Ntlt B C112 UT ON ROL E 3 N. 69637"34366.73 Ni 6-551422� 12 ,3 E1N33556081 ELEV 5421— 537014 4 Kimley-Morn Texas Registered Englneenng Hrm F-928 Texas Department of Transportation (D 2023 SIGNAL SUMMARY SHEET SYLVANIA AVENUE & E. 4TH STREET EI AAA R DEV N0. FEDERAL AID PROJECT NO HIGNOWAY 6 STP 20231697)TP IST ST JRD STALE DISTRICT COUNtt NEST 0 I TEXAS FT" TARRANT EA SCHECx l COrvTROL 5EC110N JOB 021 SPA I 0902 90 195 Kimley>>)Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1 st Street Striping and Bicycle RFI M 004 Version #: 3 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/30/2024 City Project Manager: Iskal Shrestha, PE Response Date: 4/11/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #4 — Remove and Replace Paving Panel Overage Attachments:092 Image ❑ Document RFI Response: 1. Please see revised sheet 092 (attached) showing the removal and replacement of three (3) panels of concrete pavement. Existing subbase and subgrade to remain in place during construction. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description 1046001 REMOVING CONC (PAV) 3606001 CONC PVMT (CONT REINF — CRCP) (7") City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Unit antity Unit Price Total SY +43 $29.00 $1,247.00 SY +43 $121.00 $5,203.00 Total Proposal Amount: $6,450.00 Total Additional Days: 0 /%Lj g F— e J Q LU z T w = Do UU MARKING (960 LF) ,-IN TALL 6" ANTE DOTTED LINE (32 LF) (2' STRIPE, 4' SPACING) (TYP) INSTALL VERTICAL JERSEY IARRIFR (330 LFL - c i REMOVE AN REPLALI .S CONCRETE PANEL 7^ CONCRETE PAVEMENT (68 SY) REVISIONS Nogr o A 1EscRIR1 1 o./as/zoza h z INSTALL 6" YELLOW PAVEMENT MARKING (940 LF) INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') (TV) IN INSTALL LANE LEGEND BIKE AND ARROW WITH GREEN D Tt BACKGROUND INSTALL fi- WHITE PAVEMENT 1 ' MARKING LF) z F = I0' • }� 610' 04 • .fit • ./. Q } INSTALL 8^ WHITE PAVEMENT MARKING (RD, SPACING): 1YP) - ' [ w�'• ` WHITE PAVEMENT MARKING (660 LF)dd INSTALL LANE LEGEND SYMBOL AND ARROW Z - E4r1JIKCtI „}G J WHITE PAVEMENT MARKING (50 U — — — — — 7 0 INSTALL LEGEND BIKE - `\ INSTALL 8^ WHITE PAVEMENT S SYMBOL ANDARROW (TV)`I STALL RAISED PAVEMENT MARKER MARKING (20' SPACING) (TYP) INSTALL VERTCAL JERSEY - (WHITE) (T P) INSTALL 6" WHITE PAVEMENT BARRIER (375 LF) MARKING (950 LF) a g I BID ITEM PAVEMENT MARKINGSIMARKERS MATERIAL UNIT QUANTITYI 247 6061 FL BS (CMP IN PLC)(TY A GR1-2) (6") SY �0- 13606001 CONIC PVMi (CONT REINF -CRCP) (71 BY ( 68 Am m I 5146016 CTNFSHA C.N. LF V I I 6666172 NSMPERM SAM6446001 RD SN WGA(P) REF L PA MRK TY II BVD SIGN THERMO EA LF I 32 1 rc s e I 666 6174 1 6666176 REFL PAV MRK TV II J18 SLD) REEL PAV MIRK TY II W) B-DOTI THERMO THERMO LF LF 3.450 I 45 I u I 6666 178 REFL PAV MRK TV II W) 8 �SLD THERMO LF 395 I a y s I 666 6182 REFL PAV MRK TV II V✓jjjjjj 2 SL-D THERMO LF 120 I - m 16666192 16666200 REEL PAV MRK TY ORD REFL PA V MRK TY II, ) B EAR OW� THERMO THERMO EA EA 1 1 5 1 16666202 RE FL PAV MRK TY II ("% bIKE SYMBOL THERMO EA 5 I n 16666210 REEL PAV MRK I�V S"fSLD) THERMO LF 1,940 1 I 6726007 REFL PAV MRK Y I-' RPM EA 4 I b 1 672 6009 REFL PAV MRKR TY I I -A -A RPM EA 24 I 1 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 187 I 77 $ g 20 (TYP) m Y E 5 `R\\\\\\\ _UExE e F GRAPHIC SCALE IN FEET 0 10 20 40 0 IF 11 X1 ), SCALE IS 1"=40' NO, _-- "° INRONG WAY BIKE LANE A R5-113 R3-17 k 8" RAISED PAVEMENT MARKER 12" X 18" 30" X 24" (TYP) NOTES: 1 LANE LEGEND BIKE WITH GREEN THERMO 6ACKCROUND TO BE PAID FOR WITH ITEMS C `INSTALL LANE LEGEND BIKE SYMBOL AND ARROW WITH GREEN THERMO 666 620D, 666 6202. AND 666 6182 2 8' RAISED R60165 TO BE BACKGROUND (TV)4'ORnr PAID FOR WITH ITEMT672 CONSTRUCTION NOTES ENTRACG WALL' A' "U ALL EXISTING UTIL"THE .. TREES. CONTRACTOR THCACONTRACATOR SHALL CONTACT THE FOLLO NG"NUEGAT LEAST 48 HOURS PRIOR TO X AT" 1, 0-s S 8'11CCAT0M M FORT NTH WATER DEBT-REELD OPERATIONS NB7) 392-8296 0 ATMOS ENERGY (G,77))C218) 432 1111 6214 TX0 ENERGY 1E800-233-2133 W 'a ((eii)3sos6sz72 EXT 3363 ALL OTHER OFncwTIES I-BOO-DIG-TESS = - _ HORIZONTAL & VERTICAL CONTROL 1 z BM gln3 RM dl" RM co 7 BM '108 I YE moL sET U.1 NP 696441R07L54� N 696440640 NP 6964358A3� N 69642711,95� 42992 Z ELEV343784 508 41 EUEV3 SO— EUN: 553.487 EL134554 353 BM pt10 BM ditt B#1122 GOT Our PCONTROL SET () NX 0 69635083 N. 696373673 N: 6963351022 ALL fi" YELLOW PAVEMENT MARKING "Is LF) Q ELEW 11G08ELEV —111 ELEV: 53724.014 ALL TY II -A -A RAISED PAVEMENT MARKER -ING 4(r) (TYP) 414 j SECTION A - A 1 ELL°WGL immley»>Horn 6" sau u� iirvc 6^souD WHITE Texas Registered Englneenng F,m F-928 LANE LINE ® 1 FACE OF cuRB� I//rFACE OF GURs —Anvil Texas Department of Transportation , © 2023 j m m L m 7' S. 11' H, 6' 7' VARIES (48' TV) PAVEMENT MARKING & SIGNAGE PLAN (SHEET 7 OF 14) DESIGN FED.RO, DIV.NO. FEDERAL AID PROJECT NO HIGN*A1 [ NWP cR 6 STP 202316971TP f IST ST p JRD/PZ STATE DISTRICT COUNtt SHEET E He TEXAS FTW TARRANT f SA � CONTROL SECTOry JOB I 092 SEA 0902 90 195 F Kimley>>> Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1" Street Striping and Bicycle Trail Improvements Project No.: CPN 102601 City Project Manager: Iskal Shrestha, PE Design Firm: Kimley-Horn RFI Title: #5 CTB End Treatments RFI #: 005 Version #: 2 Response Needed by (NLT): 03/30/2024 Response Date: 6/24/2024 Response Author: Abhishek Acharya, P.E. Attachments: Revised Sheets 092-094 Image ❑ Document & 097-099 & 100A RFI Response: 1. Engineer agrees with the need for end treatments and proposes the TAU-II-R (N) end treatment. 2. CTB will now only be installed over the bridge. Elsewhere longer sections will be replaced with 8" concrete curb and gutter, while shorter sections will be replaced with turtle domes. Please see revised plan sheets and quantity changes. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description 1056092 REMOVING STAB BASE AND ASPH PAV (5„-8„) 2476219 FL BS (CMP IN PLC)*TY A GR 1-2)(9") 5146016 PERM CTB (F-SHAPE) (TY 4) 5286002 COLORED TEXTURED CONC (6") 5296002 CONC CURB (TY II) (8") 5456006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) 6666036 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) 6666178 REFL PAV MRK TY II (W) 8" (SLD) 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) 6786004 PAV SURF PREP FOR MRK (8") City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Unit Quantity Unit Price Total SY +803 $42.30 +$33,966.90 SY +269 $49.28 +$13,256.32 LF -1,631 $165.00 -$269,115.00 SY +269 $140.00 +$37,660.00 LF +2,405 $60.00 +$140,692.50 EA +4 $33,008.55 +$132,034.20 LF +124 $3.00 +$372.0 LF +124 $0.05 +$6.20 EA +33 $250.00 +$8,250.00 LF +124 $0.05 +$6.20 Total Proposal Amount: +$100,736.82 Total Additional Days: 0 INSTALL 6" WHITE DOTTED LINE (32 LF) (2' STRIPE. 4' SPACING) a.a® TYP) J INSTALL CRASH CUSHION (1 EA) �U Q W REMOVE AND REPLACE Z LIE!CONCRETE PANEL DI 7" CONCRETE PAVEMENT Uu) �(6a sY) U INSTALL C WHITE PAVEMENT MARKING (50 LF) • �{`IN;-AII CRASY CUSHION (1EA�) INSTALL 8" RAISED PAVEMENT MARK-INSu (WHITE) (TYR) A W PAVEMENT 1�7sA INSTALL VERT CAL JERSEY MARKING (20!SPAGING) (TVP)—' 3ARRIER (363 LF) BID ITEM PAVEMENT MARKINGS/MARKERS MATERIAL UNIT QUANTITY 2476061 FL BS (CMP IN PLLC)(TY A G�/R7I-2() (6") ASPH SY ;30_ �m I ??^��O F 5,w S I 4P _� 0 514 G016 � M' F' PE II A 545 SODS CRASH CUSH ATTEN IN L ( TL2 METAL EA��g�/ I 72 F � `THERMO LF A5 I I 6688174 REFL. PAV MRK TV I 8 SLID THERMO THERMO LF 3.450 I 6666176 REFL PAV MRK TY II 8 DOT THERMO LF 45 I I 666 6178 REFL PAV MRK TY II 8 SLD THEIR LF 395 I I 668 8182 REEL PAV MRK TY II 24 //SLD THERMO LF 120 I I 666 6192 REFL PAV MRK TY I JVJORD THERMO EA 1 I 166662DO RE PAV MRK TV II I EAR OW THERMO EA 5 I I 6666202 REFL PAV MRK TY I I )) KE SYMBOL THERMO EA 5 1 I IS666210 REFL PAV MRK %11 6" SLD) THERMO LF 1,940 I I 672 6007 REFL PAV MRK Y L RPM EA 4 I I 6726009 REFL PAV MRKR TY I I -A -A RPM EA 24 1 1 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 187 1 TYPICAL BUFFER DETAIL 2T P) RD a^ »WITF 5 (—)L4N M.H. (I °' I 'I�— , ° - `INSTALL LANE LEGEND BIKE SYMBOL AND ARROW (TYP) TALL 6 WHITE PAVEMENT NoRrh INSTALL TI-A-A RAISED PAVEMENT MARKER _ (SPACING 40') (TYP) —INSTALL LANE LEGEND BIKE AND ARROW WITH GREEN D TI BACKGROUND III PAVEMENT ILL! Z REVISIONS t° m ll"T , oa/os/zoza a® RH 0 o6/za/zoza PGRAPHIC SCALE� IF 11X17, SCALE IS 1"=40' LEGEND 10 � .. WRONG .6. ' — WAY � BIKE LANE � G R5-1B R3-17 12' X 18" 3O' X 24" INSTALL 8" RAISED PAVEMENT MARKER NOTES ' (WHITE) () 1 LANE LEGEND BIKE WITH GREEN THERMO INSTALL LANE LEGEND BIKE SYMBOL BACKGROUND TO BE PAID FOR WITH ITEMS AND ARROW WITH GREEN THERMO 666 6200, 666 6202. AND 666 6182 BACKGROUND (TYP) h 2 8" RAISED PAVEMENT MARKERS TO BE OR PAID FOR WITH ITEM 672 6016 T CONSTRUCTION NOTES '7iCONTRACT R SHALL PR07CT ALL EXISTING UiLTIreE TREES. ES FENCES TMN800A808 'OCATIIi 871AGi THE FOLLO NGSAT LEAST 48OU HRS PR OR i0 C VA M T WORN WATER DEBT IEELI OPERATING (817) 392 8296 CO ,AOre1 WORTH OR GNSR&Y Ps,7))C2'e) 32612 81 O 6214 XU ENERGY 1_6 233 2133 (11 NE (817J 338-6819 M (ESI 800-DIC- ES 33 = ALL OTHER FACILITIES I-800-DIG-TENS 63 HORIZONTAL & VERTICAL CONTROL Z aM gm3 RM #Uo, s� BM gtm RM #108 ZNP 6346441177 SET 4 NP CONTROL 694440640 NP 6364358A'� NP 69642711L95� J ELEV' 50865 EIEV- 510888 ELEV: 553.a8 ELEv: 455635 BM p110 aM INII BM N112 C) llx^ cs 50e 30 x cur EP CONTROL S U N 696373673 N: 233462�22� a' YELLOW PAVEMENT MARKING (940 LF) Q ELE, 556081 ELEV 54213 ELEV 537014 TY YELLOW RAISED PAVEMENT MARKER SECTION A - A YELLOW G SW FACE OF CIIRE NIN H g 4n5 " Q d 5�. R I� Kimley*Horn V SOexas LID WHITE TRegistered Englneenng Flrm F-928 LANE LINE FACE OF cureB Texas Department of Transportation aw © 2023 PAVEMENT MARKING & SIGNAGE PLAN wL (SHEET 7 OF 14) I OESIGN FED.RO. HICNOWAr DIV.NO. FEDERAL AID PROJECT NO VARIES (48' iTP) NWP -� cRAPwcs 6 STP 202316971TP IST ST I JRD/PZ STATE DISTRICT COUNtt SHEET I O TEXAS FTW TARRANT j sue_ coNNOL EcnoN oe I 092 SEA 0902 90 195 1 'I�— , ° - `INSTALL LANE LEGEND BIKE SYMBOL AND ARROW (TYP) TALL 6 WHITE PAVEMENT NoRrh INSTALL TI-A-A RAISED PAVEMENT MARKER _ (SPACING 40') (TYP) —INSTALL LANE LEGEND BIKE AND ARROW WITH GREEN D TI BACKGROUND III PAVEMENT ILL! Z REVISIONS t° m ll"T , oa/os/zoza a® RH 0 o6/za/zoza PGRAPHIC SCALE� IF 11X17, SCALE IS 1"=40' LEGEND 10 � .. WRONG .6. ' — WAY � BIKE LANE � G R5-1B R3-17 12' X 18" 3O' X 24" INSTALL 8" RAISED PAVEMENT MARKER NOTES ' (WHITE) () 1 LANE LEGEND BIKE WITH GREEN THERMO INSTALL LANE LEGEND BIKE SYMBOL BACKGROUND TO BE PAID FOR WITH ITEMS AND ARROW WITH GREEN THERMO 666 6200, 666 6202. AND 666 6182 BACKGROUND (TYP) h 2 8" RAISED PAVEMENT MARKERS TO BE OR PAID FOR WITH ITEM 672 6016 T CONSTRUCTION NOTES '7iCONTRACT R SHALL PR07CT ALL EXISTING UiLTIreE TREES. ES FENCES TMN800A808 'OCATIIi 871AGi THE FOLLO NGSAT LEAST 48OU HRS PR OR i0 C VA M T WORN WATER DEBT IEELI OPERATING (817) 392 8296 CO ,AOre1 WORTH OR GNSR&Y Ps,7))C2'e) 32612 81 O 6214 XU ENERGY 1_6 233 2133 (11 NE (817J 338-6819 M (ESI 800-DIC- ES 33 = ALL OTHER FACILITIES I-800-DIG-TENS 63 HORIZONTAL & VERTICAL CONTROL Z aM gm3 RM #Uo, s� BM gtm RM #108 ZNP 6346441177 SET 4 NP CONTROL 694440640 NP 6364358A'� NP 69642711L95� J ELEV' 50865 EIEV- 510888 ELEV: 553.a8 ELEv: 455635 BM p110 aM INII BM N112 C) llx^ cs 50e 30 x cur EP CONTROL S U N 696373673 N: 233462�22� a' YELLOW PAVEMENT MARKING (940 LF) Q ELE, 556081 ELEV 54213 ELEV 537014 TY YELLOW RAISED PAVEMENT MARKER SECTION A - A YELLOW G SW FACE OF CIIRE NIN H g 4n5 " Q d 5�. R I� Kimley*Horn V SOexas LID WHITE TRegistered Englneenng Flrm F-928 LANE LINE FACE OF cureB Texas Department of Transportation aw © 2023 PAVEMENT MARKING & SIGNAGE PLAN wL (SHEET 7 OF 14) I OESIGN FED.RO. HICNOWAr DIV.NO. FEDERAL AID PROJECT NO VARIES (48' iTP) NWP -� cRAPwcs 6 STP 202316971TP IST ST I JRD/PZ STATE DISTRICT COUNtt SHEET I O TEXAS FTW TARRANT j sue_ coNNOL EcnoN oe I 092 SEA 0902 90 195 1 LEGEND 10 � .. WRONG .6. ' — WAY � BIKE LANE � G R5-1B R3-17 12' X 18" 3O' X 24" INSTALL 8" RAISED PAVEMENT MARKER NOTES ' (WHITE) () 1 LANE LEGEND BIKE WITH GREEN THERMO INSTALL LANE LEGEND BIKE SYMBOL BACKGROUND TO BE PAID FOR WITH ITEMS AND ARROW WITH GREEN THERMO 666 6200, 666 6202. AND 666 6182 BACKGROUND (TYP) h 2 8" RAISED PAVEMENT MARKERS TO BE OR PAID FOR WITH ITEM 672 6016 T CONSTRUCTION NOTES '7iCONTRACT R SHALL PR07CT ALL EXISTING UiLTIreE TREES. ES FENCES TMN800A808 'OCATIIi 871AGi THE FOLLO NGSAT LEAST 48OU HRS PR OR i0 C VA M T WORN WATER DEBT IEELI OPERATING (817) 392 8296 CO ,AOre1 WORTH OR GNSR&Y Ps,7))C2'e) 32612 81 O 6214 XU ENERGY 1_6 233 2133 (11 NE (817J 338-6819 M (ESI 800-DIC- ES 33 = ALL OTHER FACILITIES I-800-DIG-TENS 63 HORIZONTAL & VERTICAL CONTROL Z aM gm3 RM #Uo, s� BM gtm RM #108 ZNP 6346441177 SET 4 NP CONTROL 694440640 NP 6364358A'� NP 69642711L95� J ELEV' 50865 EIEV- 510888 ELEV: 553.a8 ELEv: 455635 BM p110 aM INII BM N112 C) llx^ cs 50e 30 x cur EP CONTROL S U N 696373673 N: 233462�22� a' YELLOW PAVEMENT MARKING (940 LF) Q ELE, 556081 ELEV 54213 ELEV 537014 TY YELLOW RAISED PAVEMENT MARKER SECTION A - A YELLOW G SW FACE OF CIIRE NIN H g 4n5 " Q d 5�. R I� Kimley*Horn V SOexas LID WHITE TRegistered Englneenng Flrm F-928 LANE LINE FACE OF cureB Texas Department of Transportation aw © 2023 PAVEMENT MARKING & SIGNAGE PLAN wL (SHEET 7 OF 14) I OESIGN FED.RO. HICNOWAr DIV.NO. FEDERAL AID PROJECT NO VARIES (48' iTP) NWP -� cRAPwcs 6 STP 202316971TP IST ST I JRD/PZ STATE DISTRICT COUNtt SHEET I O TEXAS FTW TARRANT j sue_ coNNOL EcnoN oe I 092 SEA 0902 90 195 1 T CONSTRUCTION NOTES '7iCONTRACT R SHALL PR07CT ALL EXISTING UiLTIreE TREES. ES FENCES TMN800A808 'OCATIIi 871AGi THE FOLLO NGSAT LEAST 48OU HRS PR OR i0 C VA M T WORN WATER DEBT IEELI OPERATING (817) 392 8296 CO ,AOre1 WORTH OR GNSR&Y Ps,7))C2'e) 32612 81 O 6214 XU ENERGY 1_6 233 2133 (11 NE (817J 338-6819 M (ESI 800-DIC- ES 33 = ALL OTHER FACILITIES I-800-DIG-TENS 63 HORIZONTAL & VERTICAL CONTROL Z aM gm3 RM #Uo, s� BM gtm RM #108 ZNP 6346441177 SET 4 NP CONTROL 694440640 NP 6364358A'� NP 69642711L95� J ELEV' 50865 EIEV- 510888 ELEV: 553.a8 ELEv: 455635 BM p110 aM INII BM N112 C) llx^ cs 50e 30 x cur EP CONTROL S U N 696373673 N: 233462�22� a' YELLOW PAVEMENT MARKING (940 LF) Q ELE, 556081 ELEV 54213 ELEV 537014 TY YELLOW RAISED PAVEMENT MARKER SECTION A - A YELLOW G SW FACE OF CIIRE NIN H g 4n5 " Q d 5�. R I� Kimley*Horn V SOexas LID WHITE TRegistered Englneenng Flrm F-928 LANE LINE FACE OF cureB Texas Department of Transportation aw © 2023 PAVEMENT MARKING & SIGNAGE PLAN wL (SHEET 7 OF 14) I OESIGN FED.RO. HICNOWAr DIV.NO. FEDERAL AID PROJECT NO VARIES (48' iTP) NWP -� cRAPwcs 6 STP 202316971TP IST ST I JRD/PZ STATE DISTRICT COUNtt SHEET I O TEXAS FTW TARRANT j sue_ coNNOL EcnoN oe I 092 SEA 0902 90 195 1 C) llx^ cs 50e 30 x cur EP CONTROL S U N 696373673 N: 233462�22� a' YELLOW PAVEMENT MARKING (940 LF) Q ELE, 556081 ELEV 54213 ELEV 537014 TY YELLOW RAISED PAVEMENT MARKER SECTION A - A YELLOW G SW FACE OF CIIRE NIN H g 4n5 " Q d 5�. R I� Kimley*Horn V SOexas LID WHITE TRegistered Englneenng Flrm F-928 LANE LINE FACE OF cureB Texas Department of Transportation aw © 2023 PAVEMENT MARKING & SIGNAGE PLAN wL (SHEET 7 OF 14) I OESIGN FED.RO. HICNOWAr DIV.NO. FEDERAL AID PROJECT NO VARIES (48' iTP) NWP -� cRAPwcs 6 STP 202316971TP IST ST I JRD/PZ STATE DISTRICT COUNtt SHEET I O TEXAS FTW TARRANT j sue_ coNNOL EcnoN oe I 092 SEA 0902 90 195 1 ' ENI KING.A �A IN_ AL finR- S INSTALL 6" YELLOW PAVEMENT MARKING (965 LF) -INSTALL Ty YELLOW RAISED AISED PAVEMENT MARKER _ (SPACING 40') (TV) s TH STR 0 A INSTALL LANE LEGEND BIKE — - -- ,-_ EET SYMBOL AND ARROW (TYP) % ) s" F �-, 11 0 INSTALL VERTICAL JERSEY+ w- R BARRIER (490 LF) t P = 0' S Z �, Z� �_ i>• E W INSTALL VERTICAL JERSEv T y Z BARRIER (485 LF) s_Li A e = INSTALL LANE LEGEND BIKE 8 U SYMBOL AND ARROW (TYP) 5 Q c s INSTALL 6" WHITE PAVEMENT MARKING (965 LF) INSTALL 6" WHITE PAVEMENT MARKING (1020 LF) (IV)SYM��BOyyL —ALL LANE LEGEND BIKE AND ARROW (TYP) INSTALL VERTICAL JERSEY N Pj BARRIER (483 LF) O - ` E 1ST STREET ,, LLJ Z I[N. F U e ~ — `LEGEND INSTALL 6' WHITE PAVEMENT MARKING ` A (1C20 LF) (TYP) INSTALL 6' YELLOW PAVEMENT MARKING (1020 LF) 'INSTALL TY IIA RAISED PAVEMENT MARKER a ry B INSTALL LANE BIKE INSTALL 'El -,AL ..ERSE (SPACING 40') (TYP) _ - SYMBOL AND ARROW (TYP). BARRIER (457 �) ` d'm SECTION A- A e@ a m 6" saANEWLIN s tEuow c {_ NiE LANE LINE FACE OF CURB ACE OF CURB wow, a- INSTALLINSTALL L BIKE SYMBOL AND ARROW (TYP) JA REVISIONS ' m Rr1las N o6/za/z6za aRTy z ■ GRAPHIC SCALE IN FEET 4 0 10 20 0 0 IF NX17, SCALE IS 1"-40- NO ES' 1 LANE LEGEND BIKE WITH GREEN THERMO O BACKGROUND TO BE PAID FOR WITH ITEMS 161 1201, fill 1212. AND fill 6182B 2. 8" RAISED PAVEMENT MARKERS TO E PAID FOR WITH ITEM 672 6016 Z CONSTRUCTION NOTES �U CONTRACT R SHALL PR07CT ALL EXISTING UTLIDES,, TR ES, FENCES, RETAINHC CONTRACATOR SHALL CONTACT THE FOCR"LLO NGSAT LEAST 48EHOURS PRIOR TO ORTON AN'TVWOR H WATER DEFT -BELD OPERATIONS (817) 392-8296 817) 39 0 A�MOS ENERCY&P(88 17) 215-6366 kIC (817) 21 6214 TXU ENERGY tE 800-233-2133 K NE (B17) 338-6LAR819 ALL OTHER SIC OFACILIDE571 9000 -DID-TE55 3363 HORIZONTAL &VERTICAL CONTROL o BM 1103 IBM dms RM p107 BM #1o8 P ONTROL s ONTROL SET ONTROL s 0NTRo s� w N6366441754E' N 694440640 NP � P 6964358A'N6}66271L95 LLI ELEV' S0865 E1N- 510888 ELEV: 553.a8 ELEv: 455635 rn k" BM CUT y CUT1 BM C112 60 N 696373673 NP 69635104,22� d EEL E33556,0707598 ELEV 54213 ELEV 53701 w %14 Kimley>»Horn Texas Registered Englneenng Flrm F-928 NORTH Texas Department of Transportation If © 2023 r �Vl 6666202 REEL PAY MR K TY II BIKE SYMBOL) THERMO EA 5 m m a'R F 1 6666210 REEL PAV MRK I Y 6"JSLD) THERMO LF 1,985 6726009 REEL PAV MRKR TYII A RPM EA 35 IF m P E -y 7. 6, 1. 1. 7. VARIES (48' TYP) PAVEMENT MARKING & SIGNAGE PLAN (SHEET 8 OF 14) NWP DIV.NO. FEDERAL AID PROJECT NO HIGHWAY j cR 6 STP 2023(697)TP IST ST 1 'RD/PZ STATE DISTRICT COUNtt S NOtI TEXAS FTW TARRANT s� coNHOL ecnoN Joe 093 SEA 0902 90 195 INSTALL LANE LEGEND BIKE SYMBOL AND ARROW (TYP) NORTH INSTALL 8` RAISED PAVEMENT INSTALL 6" YELLOW PAVEMENT MARKING (940 IT) MARKER (WHITE) (TYP) ^ INSTALL 6" WHITE PAVEMENT MARKING 940 LF INSTAL TY II -A -A RAISED PAVEMENT4MA' MARKER ( ) (SPACING ao') (TRIP) INSTALL 6^ �mjTE PAVEMEN M I nRK'N'G (355 LF) W o' x _ W I. —�� n'o' E 1ST STREET o _ x m - ✓I A P I— INSTALL CRASH CUSHION (2 EA) GoNSTALL 8" WHITE PAVI 1�v Q R3-1 2 J' MARKING (20' SPApNGINSTALL 6 WHITE PAVEMENTMARKING (580 LF) Z INSTALL LANE LEGEND BIKE SYMBOL RS 1 AND ARROW W1TH GREEN THERMO BACKGROUND (TYP)IT - t s 5 NORTH a ALL 6" WHITE PAVEMENT MARKING (946 LF) INSTALL 8" WHITE PAVEMENT INSTALL 8" RAISED PAVEMENTll,111'INSTALL LANE LEGEND BIKE F MARKING (20' SPACING) (TYP) MARKER (WHITE) (TTP) SYMBOL AND ARROW (TYP) 3 ^ 0 s • _ o Lu °s W W Z • 11 10 x e J ± 3 V 2o11j I E 1ST STREET \ S Q _ a Bo. I @ I L B INSTALL 6" WHITE PAVEMENT MARKING INSTALL LF) —1! m BECTON A - A � o rcuow c IT ry 3 FA« a \ xE Elx6 of sMRs y n W�Eix[wUJr a _/fig 5 aim i 7 6 VARIES 1.- Tmj . s 7 6 C 6ty6'ga6 ETA EA 2 5456006 CRAS S L L TL2) METAL EA 2 Pr PA 1 6� THERM. LF 4,k s 1 6666178 REFL PAV MRK TY II ` �SILD THERMO LF 445 1666 6182 REFL. PAV MRK TY 11 W) 24 SLID THERMO LF 40 «� 8 16:66200 REFL PAV MRK TY 11 ) BIKE %RRBW) THERMO EA 5 16886202 REFL PAV MRK TY II V✓)) BIKE BYMSO[I THERMO EA 5 moE "s 16886210 REFL PAV MRK (f 61SLD) THERM. LF 1,885 1 672 6009 REFL PAV MRKR ��////// II-�iSS A RPM EA 23 a J e 1 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 131 W Z J � F Q _'ALL 6" YELLOW PAVEMENT MARKING (950 LF) INSTALL TY II —A —A RAISED PAVEMENT MARKER s vEuow c SECTION B — B LINI ONE ONE 7 2 11 VARIER I. _) z 7 s TYPICAL BUFFER DETAIL 20' (ttP) 1 ®� ® .R (Tm) FR NARK ®PA xT ®xxIT6 (.1 E)u6 REVISIONS o pIATE 1 m RDIu x Dana/zoza LEGEND WRONG WAY l BIKE LANE f R5-18 R3-17 12"X 18" 30"X 24" NOTES 1 LANE LEGEND BIKE WITH GREEN THERMO BACKGROUND TO BE PAID FOR WITH ITEMS 666 6200, 666 6202. AND 666 6182 2 8" RAISED PAVEMENT MARKERS TO BE PAID FOR WM-1 ITEM 672 6016 CONSTRUCTION NOTES CONTRACTOR SH PROTECT ALL EXISTING UTILITIES, iR FENCES, STRUCTURES G OTHERWISE NOTID) HC CONTRACTOR SHALL CONTACTTHEFOLLOWING LEAST 48 HOURS PRIOR i0 EX VWOR H WAT FORT ER DEPi-BELD OPERATIONS (817) 392- % (Sn) 392-8100 AOTMOR ENERCWY& (T 77))C15-6366 ONCOR GAS (fin) z15-6 TAJ 33-z1a ENERGY 1 800-221 BG33 CLARMENPHMNM ((sra 50916272 EXT 3363 ALL OTHER FACILITIES I-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL BM #,dl BM #IDSHDL 6� P L BM g107 BM #108 P 06441754 N 696440640 N234635T3 NSU P CONTROL SET N69642/95 ELEV' S0865 ECI 51088 ELEV: 553.48 ELI. 55635 BM g110 BM pill BM C1122 'k" C6 "x" CUT 0 ROL S 707580 N 696373673 N: 6963510,22 96351022" ELGE 556,08 ELEV 54213 ELEV 537014 a/zs/ " m r� d5. Kimley*Horn Texas Registered Englneenng Flrm F-928 Ali Texas Department of Transportation If © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 9 OF 14) SIGN FED.RO. HIGNOWAT DIV.NO. FEDERAL AID PROJECT NO R 6 STP 202316971TP IST ST OR 'RD/PZ STATE DISTRICT COUNtt SHEET O TEXAS FTW TARRANT SCITE Joe I 094 A 0902 90 195 SR I I I I I I I I MARKING (3G L ) a INSTALL 6' BRK WHITE PAVEMENT MARKING (10 LF) INSTALL TY I-C RAISED PAVEMENT MARKER (3 EA) / TIE-IN TO EXISTING) ! WHITE PAVEMENT MAf INSTALL TY I-C RAISED f MARKER (4 EA) (SO No p NoaTH ' 3 TYPICAL BUFFER DETAIL BIKE 20 (TYP) LF) 5 (TYP) MARKERICLE LANE E(WHITE)MENT 6" WHITE a WHIIE REVISIONS RD es N osroo/zoza OR pfi o6/z4/— GRAPHIC SCALE IN FEET 0 10 20 40 0 IF 11 X1J, SCALE IS 1"=40' Iillillirc U INSTALL B" WHITE PAVEMENT _ MARKING (86 LF) 6INSTALL B" WHITE PAVEMENT MARKING 1 (105 LF) INSTALL TY I-C RAISED _u_ ram— 1I PAVEMENT MARKER (4 EA) (20' (vJ�S�J`�, �/ — SPACING) (TYP) //VVJJ��\\`-„`//{j]`/CC�+VI/\l) WRONG • • INSTALL 6" WHITE PAVEMENT MARKING (430 LF) WAY I BIKE LANE INSTALL 6' YELLOW PAVEMENT MARKING (310 LF) RS1B R3-17 INSTALL TY Il-q-q RAISED PAVEMENT MARKER 12"X is- 30'X 24" NSTALL 2a" WHITE PAVEMENT (SPACING 40') (TYR) ARKING (32 LF) NOIES' M 1 LANE LEGEND BIKE WITH GREEN THERMO BACKGROUND TO BE PAID FOR WITH ITEMS INSTALL 6" YELLOW PAVEMENT MARKING (160 LF O^ 666 6200, 666 6202. AND 666 6182 _ O 2 8" RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 672 6016 IF CONSTRUCTION NOTES EEs • •/ I • •� / RENT"NCGOR SHALL PROJECT ALL EXISTING UTILITIES, 1R fENCES, = CONTRACT wALL' AND 07CT ALL UNLESS oHERvSsE NOTED HE CONTRACTING TOR CHAU- COn TACT THE FOLLOIING AT LEAST 48 HOURS PRIOR TO EXCAV_ TTT ON % ORT wOR H WATER DEBT-REELD OPEORATIONS (817) 392-8296 C 11IS' 56.0'4 • • Z ONCOR GASGYELEC1lR)C218) ') 6214 E _ _ J Bc ENERGY 1E800-233-2133 ` INSTALL LANE LEGEND BIKE SYMBOL = ONE (17) 338-6819 13 5' U ARROW WITH GREEN THERMO OMM (61 ) N9-62J2 63 AND (TYP) E 1 ST STREET U ALL o HER FACILITIES 1-e00-DIG-TESS 33 F- a / . �-'�•� - � ` � HORIZONTAL &VERTICAL CONTROL � RM 1103 RM IN., SET BM g107 BM A1D8 ` NP 6366441177L54 N 6344a0640 NP 636435-3 NET P 69642711L95� INSTALL 6" YELLOW BRK PAVEMENT MARKING (40 LF) EEL EV' SOB 45 ELEV- 510888 ELEV: 553.48 77 ELEV:45S435 H INSTALL TY II -A -A RAISED PAVEMENT MARKER SM 110 CONTROL (SPACING 40') (T1P) 'r COT y ONT1 BM ONT 2 - �3JOJ5 9O N 6963736 73 EP 233462OL22ET EV}556.08 ELEV 54213 ELEV 537014 INSTALL 6" WHITE PAVEMENT EL E L , MARKING (80 LF) %14INSTALL 8" WHITE PAVEMENT RKING (84 LF INSTALL 8" RAISED PAVEMENT REEK PAVEMENT )MARKER (WHITE) (TYP)IHI2 LFA TOTALQE VEMENT F (4 LF) TOTAL F ill I ` TPP;EMENT Kimley*Horn F Texas Registered Englneenng FIRM F-928 BID ITEM PAVEMENT MARKINGSIMARKERS MATERIAL UNIT QUANTITY ® E 6446001 IN SM RD SN SUP&AM TYIOBWG. IISA(P) SIGN EA 2 Texas Department of Transportation E 666 6171 REFL PAY MRK TY II W16' RI(j THERMO LF 215 © 2023 6666172 REFL PAV MRK TY II W)b`' DDOT{ THERMO LF 36 f MARKING 6666174 REFL PAV MRK TY II 6 SLD THERMO LF 1,110 E SE 886 6178 REFL PAV MRK TY II 1 JSLD THERMO LF 715 E ° 6666182 REFL PAV MRK TY II ) 24 �(SLD THERMO LF 805 PAVEMENT MARKING & SIGNAGE PLAN 0 6666184 REFL PAV MRK TY II WI RRbW THERMO EA 4 666 6192 REFL PAV MRK TY I f ORDj THERMO EA 4 (SHEET 12 OF 14) F 666 6200 REFL PAV MRK TY 11 y1/ B E ARR(j�V� �\ THERMO EA 2 - ^ �EFdYd�"''l § ® N DIV.NO. FEDERAL AID PROJECT NO H GNWAY [ (375 LF �-- OL 6 STP 2023(697)TP IST oST E IARKER {9 ^ P A� JRD/PZ STATE DISTRICT C'N TY �1 �. T� FC 7'rNJ.�J®� sRA 'itol TEXAS FTW TARRANT F CHECK CONTROL SECTION JOB 097 SEA 1 0902 90 195 F INSTALL 6" YELLOW BRK PAVEMENT MARKING (240 LF) INSTALL LANE LEGEND BIKE INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') (TYP) y SYMBOL AND ARROW (TYP) ® INSTALL 6" WHITE PAVEMENT MARKING (940 LF) ^ i 0 >W-!vim_ j-�°� 2 Lu a � : W E 4TH STREET r =z C J i 1 O Z w A —\I B INSTALL 6" WHITE PAVEMENT RS-1B" \\L I� MARKING (100 LF) `INSTALL 6" WHITE PAVEMENT 2 R3-17 MARKING (700 LF) W===="ML7 5 INSTALL LANE LEGEND ARROW INSTALL LANE LEGEND BIKE (T�) INSTALL LANE LEGEND BIK SYMBOL AND ARROW (TYP INSTALL 8" WHITE PAVEMENT MARKING (20' SPACING) IT, ;AIDED PAVEMENT SPACING) (TYP) —1- -. i. — REMOVE B" STAB BASE AND ASPHALT PAVEMENT (231 BY) INSTALL 8" GONG CURB & GUTTER (695 LF) INSTALL 8" COLORED AND TEXTURED CONC MEDIAN (78 EY) a SYMBOL AND ARROW WITH GREEN THERMO BACKGROUND (TYP) REMOVE 8" STAB BASE AND ASPHALT PAVEMENTD(S7SY) i INSTALL 8" CONC CURB h GUTTER (512 LF) INSTALL 8' COLORED AND TEXTURED GONG MEDIA INSTALL 6" WHITE PAVEMENT f • — I�TrMARKING (955 LF) (TYP) INSTALL LANE LEGEND BII INSTALL B" WHITE PAVEMENT MARSYMBOL AND ARROW (NI - (zo' sPAcwc) (TwT7 ) I/11F I11 W111�1 `W' 'z yJ 110' o f '. " r E 1 SEE STREET 11 0' INSTALL 6" WHITE PAVEMENT MARKING (960 LF) (TYP) 6 0' REVISIONS N �RTH 'o ° BIAS os/2a/2o2a GRAPHIC SCALE IN FEET 0 10 20 40 0 IF 11X17, SCALE IS W Z_ J LEGEND U =a REMOVE 8" STAB BASE AND ASPHALT PAVEMENT 117 SY) NORTH INSTALL 8' CONC CURB &GUTTER (60 LF) INSTALL 6" COLORED AND TEXTURED CON. MEDIAN (6 BY) • z= Z 'a ° INSTALL 6' YELLOW BRK PAVEMENT MARKING (220 LF) 7 REMOVE 0" STAB BADE AND ASPHALT PAVEMENT (199 SY) INSTALL TY II -A -A RAISED PAVEMENT MARKER NS S A I INSTATALL 3' GONG CURB A GUTTER (596 LF) —(SPACING 40') (TYP) 111TALL LANE LECENO BIKE F INSTALL LANE LEGEND BIKE _ _ ILL 8' COLORED AND TEXTURED WNC MEDIAN (66 SY) SYMBOL AND ARROW (TYP) B SYMBOL ANO ARROW (ttP) - - - — - - -REMOVE 8" STAB BASE AND ASPHALT PAVEMENT (117 SY) BJ�ID1^TE _P V NT I _ E IAJ... T SaU N " ® INSTALL 8" CONC CURB &GUTTER (350 LF) (I IUJ O0 \0 A$.)� �\. s $ INSTALL 8" COLORED AND TEXTURED CONC MEDIAN (39 BY) w r (( 2476219 FL BS CMP IN PLC) TY A GR 1-2)(9) ASPH SY 246 1 544-6046 C9N6 6F 41200 )® SECTION A — A uJ 5286002 CO Y CZ '1 CONC SY 246 Y'Y 6` BROKEN YELL —LANE LwE 296002 I 8) CONC LF 2,203 a S 6 YELLOW CIE 6 WHITE LANE LINE 6" YELLOW CIE 6' SOLD TE '(c/.� LANE LINE a m FACE of c� E OF CURB 1 I ) d S CURB — — FACE 1 6 6200 REFL PAV MRK TY II ) B k ARRO�(l THERMO EA 6 1666 6202 REFL PAV MRK TY I 66I Wj BIKE SYMBOL] THERMO EA 6 5 w z 1 6666210 REFL PAV MRK II Y 6"J SLD) THERMO LF 2,350 m F J J '< ` w 1 6Z7�Q�9 _ _ _ 1-A� w 872 T'LE � R�*Fn 2< b w LL > 3 p w 4 w 6"6j8 Tf2/� FF 1C TY R OMESI ,A W� I d- "' WAY 35-1B 12"X 18" t BIKE LANE J R3-17 30"X 24" NOTES' 1 LANE LEGEND BIKE WITH GREEN THERMO BACKGROUND TO BE PAID FOR WITH ITEMS 666 6200, 666 6202. AND 666 6182 2 8" RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 672 6016 CONSTRUCTION NOTES CONTRACT R SHALL PROTETECT ALL EXSENG UTILITIES,TEES FENCES AN' NOTED THCACONTRACON ATOR CHALLCOn TACT THE FOLLO NGSAT LEAST 48 HOURS PRIOR TO FORT wKKt N WATER DEPi FlELD OPERATIONS (817) 392 8296 O(817) 392-8100 ATMOS ENEIGI "177))C15-a366 TXU BL ENERGY 1 800-2338213315-6214 E (817) 33 TUPH (617) SVA1712 EXT 3363 ALL OTHER FACILITIES I-800 -DID-TEAS HORIZONTAL & VERTICAL CONTROL BM y... BM dlDSYE moL 6� BM g... BM A... NP 696441CONT177L54� N 696440640 NP 696435BA3LL NP 69642711L95LL ELEV3500453 ELLV3510888 ELEVT553.487 ELEV}4554353 BM M110 Mitt BM E 27SE 2334AOO 12 E C1122 Cu, "x' CUT 0 ROL S N 696373673 NP 696351022LL 0759O ELEV33556,08 ELEV 542 13 ELEV3 537 01 %14 Kimlep Horn Texas Registered Englneenng Flrm F-928 Texas Department of Transportation Ar © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 13 OF 14) _ s m m F R` m m vw Tim s g TYPICAL BUFFER DETAIL 6 s BIDE 20' (TYP ) N"GPN FED.RO. FEDERAL AID PROJECT NO HIGHWAY o s 7 6 1 15 11 6 7 VARIED (63' TYP) ® ® DIV.NO. GR� 6 JRD/PZ STATE STP 202316971TP DISTRICT COUNtt NO IST ST SNOT � �B SEA TEXAS FTW TARRANT NE CONTROL CHECK SECTON JOB I 098 — a [ 6 WHITE s' (ttP) - MANDFR (WHITEjMEN 8" WHITE SR A 0902 90 195 I INSTALL B" RAISED PAVEMENT MARKER (5' SPACING) (TYP) >I INSTALL LANE LEGEND = "ONLY" (TYP) f Fr s L. • INSTALL 8" WHITE PAVEMENT MARKING (20 INSTALL TY -C RAISED PAVEMENT MARKER SPA 33 P INSTALL LANE LECE a � T1 � ARROW (T O _ f INSTALL 6" WHITE PAVEMENT MARKING (430 LF) (TYP) 'I�• x INSTALL 24" WHITE PAVEMENT W INSTALL 6" YELLOW PAVEMENT / MARKING (44 LF) (TYP)r F MARKING (320 LF) "� INSTALL LANE LEGEND BIKE SYMBOL 4 s Z INSTALL TY II -A -A RAISED PAVEMENT AND ARROW WITH GREEN THERMO • = MARKE J(SPACING 40') (TYP) BACKGROUND ALL 8 WHITE PAVEMENT S Q MARKING (20' SPACING) (1W) 2 s ® ® s REMOVE B" STAB BASE AND ASPHALT PAVEMENT SY) INSTALL 8" RAISED NGV (T N _ INSTALL 8" CONC CURBRB @ MARKER (5' SPACING) (11P) - GUTTER a" - �• INSTALL 8" COLORED AND TEXTURED CONC MEDIAN (10 SV) 11 0' E :J-2 150' S60 - 11 o E 1ST STREET 1 7 0' R - —INSTALL 6" WHITE PAVEMENT / INSTALL 6" DOT WHI MARKING (305 LF) (ivP) I PAVEMENT MARKING (44 L w _ �1INSTALL 8" WHITE PAVEMENT MARKING (Y STRIPE, 4 SPACIN a ry 3REM6VE -B" STAB BASE AND ASPHALT PAVEMENT (39 SY) (165 LF)- v P B ® INSTALL 8" CONC CURB &GUTTER (116 LF) INSTALL lY-C RAISED PAVEMENT '^ .a ' INSTALL 8" COLORED AND TEXTURED CONC MEDIAN (13 SY) MARKER (16 EA) (20' SPACING) I T�-U�,{IT ITV m ®I 105 60� ^ ^ RE d G B S4 DSPH P VA 5"-8^ SPH SY , Y~l INSTALL LANE LEGEND 2476219 G� b IN PLC) TY A GR 1-2)(9) ASPH BY 23 h ARROW (TYP) 3 NOR77{ .1 a Z 11[[tt `INSTALL 8" DOT WHITE PAVEMENT MARKING (27 LF) }(3' STRIPE, 9' SPACING) INSTALL TY-C RAISED PAVEMENT MARKER (2 EA) F (48' SPACING) iP vi � 6 Q NNE, oo, p a J E VV lII%II i 0 G • INSTALL 6" so UP) PAVEMENT MARKING Y I LF) • INSTALL (S ACING RAISED PAVEMENT MARKER (SPACING 40') (TYP) ' INSTALL 24" WHITE PAVEMENT .• MARKING (30 LF) TOTAL 3 } J r Z INSTALL 8" WHITE PAVEMENT MARKING (125 LF) J INSTALL TV I-C RAISED PAVEMENT MARKER (12 EA) (20' SPACING) (� i � rr INSTALL LANE LEGEND BIKE _WITH GREEN THERMOPLASTIC BACKGROUND (1 EA) 7, T N ■'a INSTALL 24" WHITE PAVEMENT a 1 own — MARKING (100 LF) TOTAL } sow a L INSTALL 24" WHITE PAVEMENT •6. 5286 C � )� CONC BY 223 5296002II 8" CON�COv L� 20� A Q022 N�CO�y y 141R 617�-^_^-� REFL 6��6��66174 REEL PAV MR{K T�Y II 6" S�LiD THERMO L�Fj 700 I mC666617� � REFL�KTY II � SLD "`1 �I 16666192 REFL PAV MRK TYI WIJ�ORD 1666 6200 REFL PAV MRK TY II S BIKE ARR�VJI THERMO EA 4 I THERMO EA 2 1 1666 6202 REFL PAV MRK TY II 1 BIKE SYMBOL) THERMO EA 2 1 1 6666210 REFL PAV II 6" SLD) THERMO LF 680 1 1 6726007 REFL PAVEM1jR�(1K��RT� I- RPM EA 29 1 �097, --: 6 C T� — Rya -�—`/ R- Y R�J� { m ° _/�/ � �� ,�" REVISIONS mRD u N Dana/zoza LEGEND RIGHT LANE WRONG LIKE LANE J ENDS R3-17 R5-16 30'X 24" W9-iR 12" X 18" 30" X I.. RIGHT LANE MUST NOBS 1 LANE LEGEND BINS WTURN RIGHT ITH GREEN BACKGROUND TO PAID FOR WITHITH ITEMS 666 6200, 666 620202, AND R TO 666 8 2 B" RAISED PAVEMENT S TO BE R3-7R PAID FOR tMTH ITEM 672 72 601 6016 30"X30" CONSTRUCTION NOTES CONTRACT R SHALL PROTECT ALL EXISTING UTILITIES, TREES. FENCES HE G—RAC OR CHAU- CDNTACT THE FOLLO NGAT LEAST 48 SHOURS PRIOR i0 T FORT POR H WATER DEPT-DELD OPERATIONS (817) 392-8296 "T ME &(817) 392-8100 AMOR ENEERGY(s17H) C15 366 (81]) 215-6214 TXU ENERGY 1 800 233 2133 BG IERE C°M"M ((81�)358� 62]2 EX 336] ALL OTHER FACILITIES I DG TE HORIZONTAL & VERTICAL CONTROL BM gma BM dms BM " T BM A106 GET YE o"HOL SET NP 066441R07L54 N 636440640 NP 6964358A'� NPG-2711L95� ELEV' S0845 E1N- 510888 ELEV: 553.a8 ELEV455435 BM p110 p111 SM C1122 "X 'Y" CUT " CUT CONTROL 5� N 696373673 NP 696351022 30759� ELIEV3556,08 ME. 542 11 ELEV3 537 01 a/zs/ " ds m yW+�W s�af'�a Kimley*Horn Texas Registered Englneenng Flrm F-928 Alli Texas Department of Transportation If © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 14 OF 14) " NWP cR DIV.NO. FEDERAL AID PROJECT NO HIGHWAY 6 ° STP 20231697)TP ISTST JRD/PZ STATE DISTRICT COUNTY SNOtI I TEXAS FRRANT TW TA � $CHECK CONTROL SECTION JOB 099 SEA 1 0902 90 195 19 PROPOSED 1.5' GUTTER----_,,, — ❑A PROPOSED FACE OF CURB m} m}1� r r 4r I • 9r r P N� —PROP 8" TYPE II CURB W/ 1.5' _ ❑A GUTTER MEDIAN SCALE N. T S. 18" 6" EX CONRETE PVMT i r . . • ::. . IIII EX FLEXIBLE BASE PROP 6" �STAMPED AND COLORED CONC MEDIAN 24" 18" SECTION A -A SCALE N.T S. PROP 8" TYPE II CURB W/ 1.5' GUTTER 6" SAW CUT EX PAVEMENT (TYP) EX CONCRETE PVMT —PROP 9" FL BS EX FLEXIBLE BASE (TY A)(GR 1-2) REVISIONS o p oLSCE". DAIS LEGEND CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, TREES, FENCES, STRUCTURESRETAINING WAUS AND UNLESS NOTED THE CONTRACTOR SHALL CONTACTTHE FOLLOWINGAT LEAST 68 HOURS PRIOR TO EXCAVATING AT EACH LOCATION AT_ Boo 8711 FOORT WORTH WATER DEPT -F39ID OPERATIONS (817) 392-8296 C WON'817) ATMOS ENERGY (Sl771 215-4366 E -233-2IC (817) 215-6214 TXU BC ENERGY -800133 y E (817) 338-6819 M (817) 5%-5272 EXT 3383 ALL OTHER FACILITIES 1-800-DIG-lE55 4 HORIZONTAL & VERTICAL CONTROL 6M �oilN.L. SET Y1 CONTROL SET RYIP M CONTROL YN CONTROL NP 6964417,54 IN 696440660 N 6966358,03� N 696427L95� EL 50SH53 ELEV3510.888 ELEv3455348X EZIV 1514353 H BM 8110 BM /111 BM CONTROL112 'X" CU . 6963736.73 9e351022 � ELEJ33556080 NN 6ELEV 54313 ELEV33537014 E *0" 4 Kimley-Morn Texas Registered Englneenng Firm F-928 E ® c Texas Department of Transportation E If (D 2023 G CUSTOM MEDIAN DETAILS oE6�o° FEDERAL AID PROJECT NO Y HIGHWAY CJ STP 20231697)TP IST 5T E JRM sTA' DISTRICT COUNTY NO t I FTW TARRANT F AATEXAS CHECK COrv1ROL sEC110N JOB ]OOA SRA I 0902 90 195 L c TAU(M)(N) TL-3 SYSTEM LENGTH VARIES WITH TRANSITION TYPE GENERAL NOTES 23'-11" TRAFFIC FLOW 1. FOR SPECIFIC INFORMATION REGARDING THE INSTALLATION AND TECHNICAL GUIDANCE OF THE COMPACT BACKSTOP FRONT CABLE ANCHOR SYSTEM, CONTACT: LINDSAY TRANSPORTATION SOLUTIONS (LTS) - BARRIER SYSTEMS,INC. AT (707) 374-6800. 160 RIVER ROAD, RIO VISTA, CA 94571 ~ ~ I 2. REFER TO THE LATEST (LTS) INSTALLATION INSTRUCTION MANUAL FOR IMPORATANT SAFETY o MESSAGES, COMPLETE SYSTEM ASSEMBLY, AND ANCHOR INSTALLATION REQUIREMENTS FOR THE NINE (9) DIFFERENT SITE TRANSITIONS. 27/x" eQQQ Q 7 6 p 5 4 a 3 2 1 4-0" 3. INSTALLATION DETAILS FOR THE COMPACT BACKSTOP, FRONT CABLE ANCHOR AND FOUNDATION a'•' a W a W a W® PAD WIDTH OPTIONS ARE SHOWN ON THE INSTALLATION INSTRUCTION MANUAL FURNISHED TO THE ENGINEER. a o w o e 4. CONCRETE SHALL BE CLASS "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. a i I 5. IF THE CROSS -SLOPES VARIES MORE THAN 2% OVER THE LENGTH OF THE SYSTEM, THE CONCRETE PAD WILL REOUIRE LEVELING. MAXIMUM PERMISSIBLE CROSS -SLOPE IS 8% PLAN VIEW Tow HOOKS = o NOTE: BOTH SIDE _ TRAFFIC FLOW 6. THE INSTALLATION AREA SHOULD BE FREE FROM CURBS, ELEVATED OBJECTS, OR DEPRESSIONS. PROTECTS HAZARDS TAU(M)(N) TL-2 SYSTEM CONTAINS (4) TYPE B (EAC) CARTRIDGES. UP TO 30" WIDTH INSTALLED ON ROADWAYS WITH MAXIMUM SPEEDS OF 45 MPH. 7. THE TAU IM)(N) SYSTEM SHOULD BE APPROXIMATELY PARALLEL WITH THE BARRIER OR CENTER o w LINE OF MERGING BARRIERS. wxa FRONT SUPPORT 34 %z •• ASSEMBLY S. THIS DRAWING REPRESENTS THE UNIVERSAL TAU(M)(N) TL -3 SYSTEM, R A RE -DIRECTIVE �j a _ - NON -GATING CRASH CUSHION THAT CAN PROTECT HAZARDSUP TO 30-INCHES IN WIDTH, o ALSO AVAILABLE IN TL-2 CONFIGURATION. o Tow HOOKS o a w TAU(M)(N) TL-32 CONCRETE PAD LENGTH 4'-0" 'E6" NOTE: END VIEW PAD THICKNESS VARIES - SEE FOUNDATION OPTIONS 2.1 I ELEVATION VIEW o L BILL OF MATERIALS FOR TAU(M)(N) TL-3 & TL-2 SYSTEMS QUANTITIES NOTES: NOTE: TL-3 TL-2 TRANSITIONS AND ATTACHMENTS TO VARIOUS BARRIER SHAPES, CONCRETE FOUNDATION PAD LENGTH VARIES WITH TL-3 AND PART NUMBER PART DESCRIPTION SYSTEM SYSTEM w RAILINGS AND BI-DIRECTIONAL TRAFFIC FLOWS ARE AVAILABLE. TL-2 SYSTEMS, SEE SYSTEM & FOUNDATION LENGTH TABLE. BSI-1708019-00 SLIDING PANEL GALVANIZED TAU(M)(N) 14 8 o ivi SEE MANUFACTURER' INSTALLATION INSTRUCTIONS MANUAL FOR ADDITIONAL TRANSITION DETAILS. BSI-1708030-00 END PANEL, THRIE BEAM, GALV, TAU(M)(N) 2 2 BSI-1706001-00 CABLE ASSEMBLY, 7 BAY, TAU(M)(N) 2 - w.c w x 4o BSI-1805036-00 CABLE ASSEMBLY, 4 BAY, TAU(M)(N) - 2 FOUNDATION OPTIONS SYSTEM 6 FOUNDATION LENGTH TABLE BSI-1708018-00 FRONT CABLE ANCHOR 1 1 6" REINFORCED CONCRETE SYSTEM LENGTH FOUNDATION LENGTH BSI-1707034-00 COMPACT BACKSTOP 1 1 8" UNREINFORCED CONCRETE I TL-2 = 15-5" TL-2 = 15'-4" B030703 MIDDLE SUPPORT ASSEMBLY 6 3 SPHALT OVER CONCRETE WITH MINIMUM B03072 FRONT SUPPORT 1 1 A 6" EMBEDMENT IN CONCRETE I TL-3 = 23'-11" TL-3 = 23'-10" B01072ENERGY ABSORBING CARTRIDGE, TYPE B 7 4 K001005 TAU -II FRONT SUPPORT LEG KIT 1 1 6" ASPHALT OVER 6" COMPACT SUBBASE BSI-1709083-KT TETHER KIT (INCLUDES ALL HARDWARE) 1 1 8" MINIMUM ASPHALT BSI-1809041-KT SLIDER KIT (INCLUDES ALL HARDWARE) 7 4 BSI-1808033-KT CABLE GUIDE KIT (INCLUDES ALL HARDWARE) 6 3 * NOTE: BSI-1809040-KT TOW HOOK KIT (INCLUDES ALL HARDWARE) 1 1 REQUIRES AN ASPHALT ANCHORAGE PACKAGE: INCLUDES ADDITIONAL BRACES BSI-1808034-KT DELINEATION BRACKET KIT(INCLUDES ALL HARDWARE) 1 1 FOR THE FRONT CABLE ANCHOR AND THE COMPACT BACKSTOP, AND ASPHALT BSI-1808035-KT END PANEL MOUNT KIT (INCLUDES ALL HARDWARE) 1 1 HARDWARE KIT. THE TL-3 ASPHALT CONFIGURATION ALSO REQUIRES NESTED * * NOTE: BSI-1808036-KT CONCRETE ANCHORING KIT 1 1 SLIDER PANELS AND SHIMS AT THE LAST TWO BAYS. SEE MANUFACTURER'S ENGINEER OR CONTRACTOR SHALL COORDINATE WITH INSTALLATION ,AND MANUAL FOR DETAILS. THE MANUFACTURER FOR THE CORRECT DECAL PER * * SEE NOTE HIGH REFLECTIVE DECAL 1 1 NOTE: TRAFFIC FLOW, LEFT, RIGHT OR BOTH -SIDES. ECN 3883 INSTALLATION AND INSTRUCTIONS MANUAL 1 1 SEE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL FOR FOUNDATION NOTES: SPECIFICATIONS THAT INCLUDE, STONE AGGREGATE MIX, COMPRESSION NOTE: UPGRADE KITS ARE AVAILABLE TO RETROFIT EXISTING® Design STRENGTH, STEEL SIZE, ANCHOR SIZE, AND EMBEDMENT DEPTH. DELINEATION BRACKET ATTACHES NCHRP 350 TAU -II SYSTEMS TO MASH COMPLIANT SYSTEMS. Division TO FRONT SUPPORT ASSEMBLY. SEE MANUFACTURER'S PRODUCT INFORMATION. ,Texas Department of Transportation standard TRANSITION OPTIONS THE TAU(M) (N) UNIDIRECTIONAL SYSTEM IS FREE STANDING LINDSAY TRANSPORTATION SOLUTIONS VERTICAL WALL AND IS NOT REQUIRED TO BE CONNECTED TO THE HAZARD. UNIVERSAL USE THE CONCRETE TRAFFIC BARRIERS APPLY DECAL TRANSITIONS TO GUARD FENCE, BRIDGE RAILS AND ROADSIDE CRASH CUSHION COMPACT BACKSTOP W-BEAM GUARDRAIL BARRIERS SHALL BE IN ACCORDANCE WITH TxDOT'S POLICY. NOTE: DELINEATION BRACKET (MASH TL-3 & TL-2) THRIE BEAM GUARDRAIL APPLY A HIGH REFLECTIVE DECAL TO THE DELINEATION BRACKET. DELINEATION DECAL ORIENTATION IS SHOWN ON THE CONSTRUCTION TAU (M) M - 1 9 PLAN SET AND SHALL BE IN ACCORDANCE WITH THE TEXAS MUTCD .r�E. tooa,i e. ae� ox: TOOT I,, W I —IP NOTE: NOTE: .we FOR (TRAFFIC CONTROL DEVICES). DECALS ARE AVAILABLE FOR THIS STANDARD IS A BASIC REPRESENTATION OF THE ©Txool: aaRa zoiv FOR BI-DIRECTIONAL TRANSITION PANELS AND BRIDGE RAIL END SHOE TRAFFIC FLOW ON THE LEFT -SIDE, BOTH -SIDES AND RIGHT -SIDE. UNIVERSAL TAU(M)(N)SYSTEM, IT IS NOT INTENDED TO .c.rsw.s DLL DETAILS. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUAL. REPLACE THE INSTALLATION INSTRUCTION MANUAL. REUSABLE los. corn s.cer .o. Kimley>>)Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1 st Street Striping and Bicycle RFI M 007 Version #: 4 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 04/08/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/10/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #7 - Removal and Install of Signal Cabinet Foundations Attachments: Sylvania Summary Sheet & Image ❑ Document Riverside Summary Sheet RFI Response: 1. The existing 332-style traffic signal cabinets at the intersections of E 4t" Street at Sylvania and Riverside are to be removed, and new 352i cabinets and ATC controllers are to be furnished and installed on the existing cabinet foundation pad per the General Notes on page 011. TXDOT Specification 680 covers the removal of traffic signal cabinets and foundations as well as the installation of traffic signal cabinets and foundations. The existing 332-style foundation is expected to be compatible with the proposed 352i cabinet, and contractor shall confirm compatibility of bolt patterns and other necessary components prior to ordering materials. 2. Please see attached for the revised Sylvania Summary Sheet and revised Riverside Summary Sheet showing proposed replacement conductor installed from the termination block back to the existing cabinet foundation. Does Response Require Change Order Proposal: Yes ❑ No Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit antity Unit Price Total 0684 6029 TRF SIG CBL (TY A)(14 AWG)(3 CONDR) LF -320 $2.50 -$800.00 0684 6038 TRF SIG CBL (TY A)(14 AWG)(12 CON DR) LF +25 $4.00 +$100.00 0684 6046 TRF SIG CBL (TY A)(14 AWG)(20 CON DR) LF +580 $9.00 +$5,220.00 Total Proposal Amount: +$4,520.00 Total Additional Days: 0 City PM Status: Accepted ❑ Rejected ❑ City PM Comments: REVISIONS o® CH ", M305/03/2a24 POLE INFORMATION p _ _ z ® an M] os/+o/zoz4 POLE NUMBER ( T-1 E-1 P-1 T-2 P-2 P-3 E-2 P-4 P-5 ( P-6 MART ARM LENGTH 40' / 28' N/A 49 N/A N/A 28' N/A N/A ( WA > LEGEND g POLE / FOUNDATION ( SMA / 36-A EXISTING 24-A SMA / 36-A 24-A 24-A EXISTING 24-A 24-A ( 24-A \ WITH LUMINAIRES ` NO ) YES NO YES NO NO YES NO NO / NO F SIZE OF LENS ( 1/l 12" �� 17' �� P 12" 17' � ��G V ) = SIGNAL TYPE ( V3B V3 V3 AHSSLV3" P P V38 V3 V3 P P B DHSSL` V3" P P P P � B SIGNAL FACE NO. 1 2 3 7 8 9 10 11 12 13 14 15 18 17 18 19 20 4 5 6 € <R R R R R DW DW <R R R DW DW R(BIKE) R R DW DW DW DW R(BIKE)� s ( <SY/FY Y Y Y Y W W <SY/FY Y Y W W Y(BIKE) Y Y W W W W Y(BIKE)� LED SIGNAL INDICATIONS ( G G G 1 G G G G G G (BIKE) G G ( G (BIKE) `EXISTING L ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, REFLECTIVE, VENTED BACK PLATES. SUMMARY OF CNDUIT 1N0 CC7l3-.ES I CABLE/WIRE INSIDE e CONDUIT ® POLE (FEET) RUN BORE (B) / a rt# m O G s NO SIZE LENGTH TRENCH O (LF) RIGID METAL (RM)� CZOf CZOf /\ 0 a 0 X U X C f m m POLE Z 3 2 Z x W x z PROP. EXIST. EXISTING (E) R 1 40, m 0 m a 3 rat i NUMBER m a N a n f E-1 3 25 E I/) 4 6 )/ 4 1 ISm R-2 3 - 10 T % 4 6 / 8 1 1 1 4 1 U R-3 3 15 T l 1 ) 1 1 1 P-1 10 20 CONSTRUCTION NOTES R4 3 - 10 T 1 \ 1 1 1 1 1 ( 1 P-3 5 20 CONTRACTOR SHALL PROTECT ALL Exlsnrvc unHncs, TREES, FENCES, R-5 3 10 T / 1 4 1 TAINI "LLs AND sire 'R" urvLEss oT """ NOT o. € R� 3 - 80 B ` 2 3 4 1 2 1 P4 5 10 iHEACONTRAgTOR SH— CONTACT THE FOILOINNG AT LEAST sa Houas PRIOR To y° E-7 3 CIII 10 E \ 1 ®'� '� -�k. 40 ATRTi aao-e]EACH ER CEPT-REL R-8 3 - 15 T 1 1 1 D FOORRiRnl WATER DEPi.-FigLO OPERATIONS (81]) 392-8296 g RA 3 20 T 1 1 1 v 40 OrvT RTHTE le,]) s+o g 'N. (et]�et5-4321 1 i�� v ao a,]) 2,a-62,4 a3 m '\ 135 SD 6L ENEEPHO I-900-233-2133 5 ^_�\ ^�\ NE (91]) 338-6919 125 80 45 couu (an) 509-62]2 ExT 33 E - TOTAL 40 100 260 80 175 ALL OTHER Faciuncs ,-eoo-DIG-TEss Y R-13 3 B 1 1 2 1 HORIZONTAL & VERTICAL CONTROL @ R-14 3 - 10 T 1 \ 2 1 Notes: eu ... eu N,os RM A,o] su d.O. E-15 - 3 30 1 E 1 I 1 1 ' Hyland Detection Cable shall be paid for under the 6083 Nr rv417, SET Nr orvrreoL s m oNTROL s ra ory 271 5 c E-16 - 3 10 E 1 J( 1 Bid Item E zaa.3a41]e4 i- 2aa69sz 6a� E sE— Icaa4sss �im i zsa4i]+a m Em N„Ob 453 ELEV 510.88 EM # 55348 EIEV' 554.35 F ® R- 8 9 - 25 ^ (( ) 1 ^^�^ 7 1 M sasos a uu "111 arc '.2." L s ' CABLE TOTALS(L4 545 695 1, 830 v460 20 20 545 p SIGNS SIZE MOUNT MARK FURNISH BINSTALL E a]ws9 ELLv3 s4iz fi,r]2 E 2a.6iaa5ia zap ��/ METRO (S SYLVANIA AVE) 102'X 20' MAST ARM S 1 Icv3 sss ae+ ELEv 53]0l ® v�� S�TREN ~ �I' I� v W 725T 36' X 36" POLE S 1 6n/zaz. ' R8.3(MOD) 18"X 24" POLE S 1 RII-116 36" X 36" SIGNAL POLE 2 Notes: R10-12(MOD) 30"X 36" MAST ARM S 2 '2 srco c This chart does not reflect the quantities of cable inside the pole or existing cable inside of existing conduit. R10-10b 12" X 18" POLE S 2 o & Only proposed conduits and wiring are shown. All existing wiring and conduit shall remain unless othewise noted. R10-15R 30" X 30" MAST ARM S 2 F $ ' Hybrid Detection Cable shall be paid for under the 6083 Bid Item. METRO (S SYLVANIA AVE) 102"X 20" MAST ARM I TAL 12 Kimley>>Horn v € I MINIMUM PEDESTRIAN TIMING € LENGTH OF FLASHING DON'T TOTAL PED Texas Registered Englneenng F,rm F-928 L HEAD WALK TIME SIGNAA o RED PHASE ROADWAY CURB TO FEET/SECOND WALK NBER(SECONDS) TIME TIMING UMS CURB (SECONDS) (SECONDS) I 02W 10,14 s5 3.5 7 18 26Aml Texas Department of Transportation e 1 04W 15, 19 70 3.5 7 20 27 © 2023 € I 0SW 4.20 60 3.5 7 18 25 I 08W 5,9 65 3.5 ,.rp" 7 19 26 "n € (NOTE: THE AS SVE PEDESTRIAN. TIMINGS ARE BASED 5N EXISTING GIOMETRICS AS SHOWN ON THIS LAYOUT. SIGNAL SUMMARY SHEET e a SYLVANIA AVENUE & E. 4TH STREET s AESIGN I FED RD. HIGNOWAY A DIV NO. FEDERAL AID PROJECT NO x ccRAPHIes' 6 STP 20231697)TP IS T ST Y 'RD NO sTAIE DISTRICT COUNTY T ' E "c SEA I TEXAS FTW TARRANT - — corvnxoL secnoN Joe 021 a SRA I 0902 90 195 POLE INFORMATION POLE NUMBER T-1 E-1 P-2 T-2 P-3 P-4 E-2 P-6 MAST ARM LENGTH 1. 3Z N/A 36' N/A N/A 32' WA POLE/FOUNDATION SMA I36-A EXISTING �HO 24-A SMA/36-A 24-A 24-A EXISTING �HO 24-A _ WITH LUMINAIRES YES YES NO YES NO NO YES NO SIZE OF LENS 12" 12" 12" �� 12" >< " SIGNAL TYPE V3B V3 V3 P P B DHSSL' V3- V3- P P V3B V3 V3 P P B DHSSL' V3- V3- P P SIGNAL FACE NO. 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 <R R R DW dR(BIKE) R R R DW DW <R R R DW DW R(BIKE) R R R DW DW <SY V Y W V(BIKE) V Y Y W W <SY/F17 Y Y W W Y(BIKE) Y Y V W W LED SIGNAL INDICATIONS <G G G G(BIKE) G G GG G G GG(BIKEE) G Gz<By SY G 7� J� X _3L < G F'EXISTING ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, VENTED BACK PLATES. Y sI SUMMARY CONW AND,:ABLES I CABLEIWIRE It SIDE POLE (FEET) CONDUIT p E RUN BORE (el OF ¢ O 5 l7 C L0 = Y = Y O m NO SIZE LENGTH TRENCH (n G G ,--i 3 x Y w POLE i z O t' z z o a xY O 3 3 z3 x0 x0 O? (LF) RIGID METAL (RM) O 00 Z> > X U N= I- K NUMBER U' U' U a C e g m EXISTING E Oe W x W m ea �y n n � # m # m G m s PROP. EXIST. 1 1 ( O � m a m fi i m cai i `s I R-1 3 - 10 E t 1 1 1 2 2 1 1 V s 1 E-2 1 - 3 10 T 1 4 1 7 1 8 1 1 1 1 1 4 I P-1 10 30 5 1 R3 1 3 10 1 T 1 1 1 1 1 1 I I P-2 5 10 a 1 R-4 1 3 1 - 30 1 T 1 1 1 1 1 1 I 1 I P-3 5 10 1 RS 1 3 1 - 70 B 2 1 3 1 4 1 1 1 1 1 I 3 1 P4 5 10 y 1 R-6 3 1 - 10 T 1 1 1 1 1 1 1 I P-5 5 30 g 1 R-7 1 9 1 - 20 1 T 1 1 1 1 1 1 I 1 I P-8 5 10 R-8 1 3- 35 I T 2 1 1 2 1 1 1 1 1 1 3 1 P-7 5 10 j R-9 1 3 - 10 1 T 1 1 1 1 1 1 1 7 I E-1 45 E-10 1 - 3 10 1 E 1 1 1 1 1 1 1 I E-2 45 e R-11 1 3. 1 80 1 B I 1 1 1 1 2 1 1 I 1 1 1 1 1 2 1 T-1 120 40 40 45 R-12 3 1 - 10 I T y I 1 1 2 1 1 1 1 1 T-2 115 80 80 40 R-13 3 1 - 85 I B ( 1 1 1 1 1 1 1 1 TOTAL 40 110 235 120 120 115 R-14 3 1 - 20 T 1 1 1 1 1 1 1 1 s R-15 3 1 10 1 T 1 1 1 1 1 1 1 Notes: v E-16 1 - 1 3 10 I E 1 1 1 1 1 I 1 ' Hybrid Detection Cable shall be paid for under the 6083 Bid a R-17 1 3 1 - 110 e Q 1 1 2 1 2 1 1 1 Item. F R-18 3 1 - 1 20 T 4 1 I I I 1 1 1 I 1 1 1 CABLE TOTALS (L I]I] 500 1 725 1 930 00 215 1 235 1 235 660 CONOUITTOTALSIL 3" TRENCH 175 3" BORE 345 Not — This chart does not reflect the quantities of Gable inside the pole or existing Cable inside of existing conduit. 120" Only proposed Conduits and wiring are shown. All existing winng and Conduit shall remain unless othewise noted. Hybrid Detection Cable shall be paid for under the 6083 Bid Item. 36" 84" mS I SIGNS SIZE MOUNT MARK FURNISH & INSTALL RELOCATION METRO (RIVERSIDE DR) 126' X 20" MAST ARM (S iFoRTWORTH Riverside D r a 'a 1 R10-11b 36' X 36" MAST ARM S 2 -- w p 1 R70-12 (MOD) 30" X 36" MAST ARM S 1 2 -- } m ) R10-10b 12"X18" POLE 1 1 2 -- - 300 100 —01 RIG-15R 30" X 30" MAST ARM 1 1 2 1 - 1 METRO(4TH STREET) 1 66"X2T MAST ARM S 84" X 20" - 1 2 I S1 METRO (RIVERSIDE DR) / I T i I 1 9 3 / 5 84" i 36" 48" I MINIMUM PEDESTRIAN TIMING n SIGNAL HEAD LENGTH OF FLASHING DON'T TOTAL PED WALK TIME RED PHASE ROADWAYCURBTO FEETISECOND WALK NUMBERS (SECONDS) TIME TIMING a CURB (SECONFWDS) (SECONDS) O 4 t h S t `s 1 02W 8, 9 65 3.5 7 19 26 a 04W 13, 14 65 3.5 7 19 28 4— 19: 3100 1 06W 19, 20 65 3.5 7 19 26 1 s 08W 2, 3 70 3.5 7 20 27 I -- w F NOTE: THE P� �/E PEDESTRIA J TIMINGS ARE BASED EXISTING (i�METRICS AS SHOWfJ ON THIS LAYOUT. S6 METRO (EAST 1ST STREET) 84" X 20" m E REVISIONS No Q 1 ® s�—'ION as/oo/zoza LEGEND CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL ExlsnNO UnunES, TREES, FENCES, R'THE CONTRACTOR SHALL CONTACT THE FOLLOWINGS AT LEAST 68 HOURS PRIOR TO AT_ 1 Boo-8_87li ocnnoN FORT �K�RTH WATER DEPT8-F-IED OPERATONS (817) 392-8296 Rk(817) 392-8100 A11ENERGYL173 15-6 ON`EECc UER 1-23(an) vs-va GAS3-2133 HH8(e71)7)3so-68z/z ExT 33 ALL COHRFACamEs 1-eoo-Dlc-TEss HORIZONTAL & VERTICAL CONTROL au gm3 Ru dms BM ao 7 am A1o8 YP CONTROL SET N 6996441754 N zsa401 A0 NPG-15eal N 06234 1d271,95 6483 ELEV 508 45 ELEJ 510882992 8 ELEV: 553A8 ELEV: 55435 BM g110 Bm dttt BM N1l2 'k" Can 1" CUT CONTROL s� N. 696373673 NP S.G33510.22 ELEV33556081 E— 54211 ELEV: 537.0�a 4 s.' m r s/7/zoz4 �i1�M`�4ara Kimlep Horn Texas Registered Englneermg Flrm F-928 Texas Department of Transportation © 2023 SIGNAL SUMMARY SHEET RIVERSIDE DRIVE & E. 4TH STREET DESIGN AA c FED.RD. DIV.NO. 6 FEDERAL AID PROJECT N0 HIGNOAY STP 202316971TP IST ST JRD STATE DISTRICT COUNtt SHEET NO TEXAS FTW TARRANT RA s� coN reoL 6cnoN oe I 036 SEA 0902 90 195 FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: E 4th St/E. 1st Street On -Street Bicycle Improvement Construction Contract — Change Order #1 M&C: 24-0746 CPN: 102601 CSO: 60593 DOC#: 1 Date: 5/26/2023 To: Name Department Initials Date Out 1. Larry Frazier Fain Group - signature 7r-- Sep 3, 2024 2. Alexandra Ripley TPW - review 9�p_ Sep 3, 2024 3. Iskal Shrestha TPW - signature Sep 3, 2024 4. Chad Allen TPW - signature Sep 4, 2024 5. Lissette Acevedo TPW - signature Sep 4, 2024 6. Patricia Wadsack TPW - signature Sep 4, 2024 7. Lauren Prieur TPW - signature Sep 4, 2024 8. Doug Black Legal - signature ,B�a Sep 6, 2024 9. Jesica McEachern CMO - signature a` ,.1 Sep 12, 2024 10. Jannette Goodall CSO - signature 7 Sep 12, 2024 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(ac,FortWorthTexas.2ov at ext. 7233 for pick up when completed. Thank you!