2023502 Final Signing and Pavement Marking Plans DS.pdf

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NO. 92229RO

LAND RODR I GUEZ

STATE OF

PROFESS I ONAL ENGI N

EE

R

FLOR I DA

L I CENSE

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROLAND RODRIGUEZ, P.E., ON

THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CIVIL DESIGN , INC.

Service Driven Design ~ Engineered Results

N

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S MILITARY TRL

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KIRK RD

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CORRIGAN CT

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39TH AVE S

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10TH AVE N

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RUTH RD

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CANAL RD

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LAKE WORTH RD

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NARCISSUS AVE

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NONE

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COUNTY OF PALM BEACH

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STATE OF FLORIDA

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SARA BAXTER

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MARIA SACHS

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MARIA G. MARINO

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GREGG K. WEISS

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JOEL G. FLORES

AutoCAD SHX Text PROJECT No. 2023502

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ROADWAY

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GROSS LENGTH OF PROJECT

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NET LENGTH OF PROJECT

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ITEM

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MILES

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LINEAR FEET

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BRIDGES

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EXCEPTIONS

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PROJECT TOTAL

AutoCAD SHX Text I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS AND CRITERIA IN EFFECT ON THIS DATE FOR THE PALM BEACH COUNTY ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION.

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MARCI WOODWARD

AutoCAD SHX Text ROLAND RODRIGUEZ, P.E. PROFESSIONAL ENGINEER No. 92229

AutoCAD SHX Text BOBBY POWELL Jr.

AutoCAD SHX Text KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT SIGNING AND PAVEMENT MARKING PLANS

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LENGTH OF PROJECT

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FINAL PLAN SUBMITTAL

AutoCAD SHX Text DATUM - THESE PLANS WERE - THESE PLANS WERE PREPARED BASED ON NAVD '88 (ADD 1.513' TO CONVERT TO NGVD '29).

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PAVEMENT MARKING PLANS

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SHEET NO..

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COVER SHEET

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SIGNING & STRIPING PLAN

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GENERAL NOTES & SUMMARY OF QUANTITIES

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DESCRIPTION

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%%UCOMPONENTS OF CONTRACT PLANS

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ROADWAY PLANS

AutoCAD SHX Text ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

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SIGNING AND PAVEMENT MARKINGS PLANS (FOR INFORMATION ONLY)

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AutoCAD SHX Text THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND GOVERNED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD & BRIDGE CONSTRUCTION (CURRENT EDITION), AND SUPPLEMENTS THERETO, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (CURRENT EDITION), SUPPLEMENTS THERETO, AND SPECIAL PROVISIONS AS NOTED IN THE CONTRACT SPECIFICATIONS FOR THIS PROJECT.

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%%ULOCATION MAP

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BOARD OF COUNTY COMMISSIONERS

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SURVEY PLANS

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GOVERNING STANDARDS AND SPECIFICATIONS:

AutoCAD SHX Text PLANS PREPARED BY: CIVIL DESIGN, INC. 1400 CENTREPARK BLVD., SUITE 905 WEST PALM BEACH, FL 33401 T: 561.659.5760 www.civil-design.com

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SECTION 19, TOWNSHIP 44 SOUTH, RANGE 43 EAST

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NOT TO SCALE

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ENGINEER'S CERTIFICATION

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INDEX OF SIGNING AND

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WATER MAIN RELOCATION PLANS

S-2NONE SHEET

OF:

PROJECT NO.

PBC JOB NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

DATE:

FIELD BOOK NO:

23810-01

RR

07/08/2026

1400 Centrepark Blvd., Suite 905 West Palm Beach, FL 33401

T: 561.659.5760 F: 561.659.5772 www.civil-design.comCIVIL DESIGN , INC.

Service Driven Design ~ Engineered Results 2023502

KIRK ROAD

OVER LWDD L-11 CANAL

CULVERT REPLACEMENT

DATE:NO: REVISION: BY:

ROADWAY PRODUCTION

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P. O. BOX 21229

WEST PALM BEACH, FLORIDA

S-3CDI

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PA

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ROLAND RODRIGUEZ, STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE No. 92229.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ROLAND RODRIGUEZ, P.E., ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

GENERAL NOTES & SUMMARY OF QUANTITIES

AutoCAD SHX Text NOTES: 1. IN ADDITION TO THE PROPOSED MARKINGS SHOWN IN THESE PLANS AND IN ACCORDANCE WITH PALM BEACH IN ADDITION TO THE PROPOSED MARKINGS SHOWN IN THESE PLANS AND IN ACCORDANCE WITH PALM BEACH COUNTY REQUIREMENTS, EXISTING MARKINGS WILL BE REPLACED AS NEEDED. 2. ALL EXISTING FDOT/PALM BEACH COUNTY SIGNS WITHIN THE LIMITS OF CONSTRUCTION WHICH ARE TO BE ALL EXISTING FDOT/PALM BEACH COUNTY SIGNS WITHIN THE LIMITS OF CONSTRUCTION WHICH ARE TO BE RELOCATED OR REMOVED BY THE CONTRACTOR AND STOCKPILED WITHIN THE RIGHT-OF-WAY FOR REMOVAL OR RELOCATION BY PALM BEACH COUNTY FORCES. NOTIFY PALM BEACH COUNTY TRAFFIC OPERATIONS AT 561-233-3900. 3. CONTRACTOR SHALL EXERCISE CAUTION WHILE REMOVING AND/OR RELOCATING ANY EXISTING SIGNS IN ORDER TO CONTRACTOR SHALL EXERCISE CAUTION WHILE REMOVING AND/OR RELOCATING ANY EXISTING SIGNS IN ORDER TO PREVENT ANY UNNECESSARY DAMAGE TO THE SIGNS. SIGNS WHICH ARE DAMAGED BEYOND USE, AS DETERMINED BY PALM BEACH COUNTY, SHALL BE REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISTING PAVEMENT MARKINGS BEFORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISTING PAVEMENT MARKINGS BEFORE CONSTRUCTION IS COMMENCED AND THIS INFORMATION SHALL BE USED IN CONJUNCTION WITH TEMPORARY STRIPING AND FINAL STRIPING. 5. PAVEMENT MARKINGS AND GEOMETRICS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL PAVEMENT MARKINGS AND GEOMETRICS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE PALM BEACH COUNTY TYPICAL NO. T-P-24. 6. CONTRACTOR SHALL CONTACT PALM BEACH COUNTY TRAFFIC OPERATIONS AT 561-233-3900 FORTY-EIGHT (48) CONTRACTOR SHALL CONTACT PALM BEACH COUNTY TRAFFIC OPERATIONS AT 561-233-3900 FORTY-EIGHT (48) HOURS PRIOR TO CONSTRUCTION IF WORK IS BEING DONE WITHIN 10 FEET OF ANY SIGNAL. 7. DAMAGE TO LOOPS OR ANY SIGNAL EQUIPMENT CAUSED BY THE CONSTRUCTION OF THIS PROJECT MUST BE DAMAGE TO LOOPS OR ANY SIGNAL EQUIPMENT CAUSED BY THE CONSTRUCTION OF THIS PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITION AT NO COST TO PALM BEACH COUNTY. 8. NO EXCAVATION AROUND PALM BEACH COUNTY SIGNAL POLES WITHIN A 6-FOOT RADIUS FROM CENTER OF THE NO EXCAVATION AROUND PALM BEACH COUNTY SIGNAL POLES WITHIN A 6-FOOT RADIUS FROM CENTER OF THE POLE. PLEASE SEE PALM BEACH COUNTY TRAFFIC SIGNAL INSTALLATION STANDARDS AND DETAILS 2019 DRAWING T-53.

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LEGEND: LF = LINEAR FEET NM = NET MILES EA = EACH

AutoCAD SHX Text STRIPING KEY A - 6" SOLID WHITE B - 8" SOLID WHITE C - 12" SOLID WHITE D - 18" SOLID WHITE E - 24" SOLID WHITE F - 6" SKIP WHITE TYP (10'-30') G - 6" SKIP WHITE TYP (6' - 10') H - 6" SKIP WHITE TYP (2' - 4') I - 6" SOLID YELLOW J - 18" SOLID YELLOW K - 6" DOUBLE YELLOW L - 6" SKIP YELLOW TYP (10'-30') M - 6" SKIP YELLOW TYP (6' - 10') N - 6" SKIP YELLOW TYP (2' - 4') P - RPM BI-DIRECTIONAL AMBER/AMBER R - FDP WHITE S - FDP YELLOW T - RPM BI-DIRECTIONAL WHITE/RED U - RPM BI-DIRECTIONAL RED/YELLOW

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SUMMARY OF PAY ITEMS

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DESCRIPTION

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SUMMARY OF QUANTITIES

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ITEM #

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UNIT

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PLAN QTY

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THERMOPLASTIC PAVEMENT MARKING COMPOUND

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NM

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THERMOPLASTIC, STANDARD, WHITE, 6"

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THERMOPLASTIC, STANDARD, WHITE, 24"

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THERMOPLASTIC, STANDARD, YELLOW, 6"

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LF

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NM

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EA

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REFLECTIVE PAVEMENT MARKINGS

BI-DIRECTIONAL AMBER/AMBER

S-31" = 40'

NORTH

SHEET

OF:

PROJECT NO.

PBC JOB NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

DATE:

FIELD BOOK NO:

23810-01

RR

07/08/2026

1400 Centrepark Blvd., Suite 905 West Palm Beach, FL 33401

T: 561.659.5760 F: 561.659.5772 www.civil-design.comCIVIL DESIGN , INC.

Service Driven Design ~ Engineered Results 2023502

KIRK ROAD

OVER LWDD L-11 CANAL

CULVERT REPLACEMENT

DATE:NO: REVISION: BY:

ROADWAY PRODUCTION

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P. O. BOX 21229

WEST PALM BEACH, FLORIDA

S-3CDI

JT

PA

LM

BE

ACH

Y T

NU

OC

FLO R IDA

ROLAND RODRIGUEZ, STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE No. 92229.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ROLAND RODRIGUEZ, P.E., ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SIGNING & STRIPING PLAN

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KIRK ROAD

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EXIST. R/W

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EXIST. R/W

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EXIST. R/W

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NARCISSUS AVE 40' PUBLIC R/W (P.B.23 PG.187)

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RUTH ROAD 40' PUBLIC R/W (P.B.23 PG.187)

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EXIST. R/W

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EXIST. R/W

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EXIST. MAILBOX (TYP)

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EXIST. R/W

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CANAL ROAD (RPB 12 PG.45)

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B/L SURVEY & C/L CONSTRUCTION

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LWDD L-11 CANAL T.O.W. EL.=±9.6 (7/11/23)

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EXIST. R/W

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EXIST. SIGNAGE (TYP)

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EXIST. R1-1 STOP SIGN TO REMAIN

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%%USCALE: 1" = 40'

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NOTES: 1. PAVEMENT MARKINGS AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL PAVEMENT MARKINGS AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND PALM BEACH COUNTY TYPICAL T-P-24. 2. RAISED PAVEMENT MARKERS SHALL BE INSTALLED PER PALM BEACH COUNTY TYPICAL T-P-24.RAISED PAVEMENT MARKERS SHALL BE INSTALLED PER PALM BEACH COUNTY TYPICAL T-P-24.