2023502 Final Roadway Plans DS.pdf

PDF 12 MB Posted Aug 6, 2026

Attached to: Kirk Road Over LWDD L-11 Canal - Culvert Replacement
Solicitation number: IFB 360 2023502 2
Issued by: Palm Beach County, Florida

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Written by GovTribe AI · Aug 7, 2026

Summary

This is a final roadway design plan document prepared by Civil Design, Inc. for Palm Beach County, Florida, regarding the Kirk Road Over LWDD L-11 Canal Culvert Replacement project (Project No. 2023502). The project involves the replacement of existing drainage infrastructure along Kirk Road, specifically replacing two existing elliptical storm culverts and associated structures with a new precast concrete box culvert (6 feet high by 10 feet wide, 137 linear feet) and related storm piping. The roadway improvements include 157 linear feet of total project length with a net construction length of approximately 525 linear feet. The project encompasses milling and resurfacing of existing asphalt pavement, full-depth pavement replacement in select areas, concrete sidewalk reconstruction (6 inches thick), guardrail installation, drainage structure improvements, and canal maintenance access pathway reconstruction. The design incorporates multiple pay items including clearing and grubbing, excavation, embankment construction, stone bedding and riprap, asphalt concrete friction course, superpave asphalt concrete, concrete structures, and ancillary items such as sodding and traffic control. The plans are prepared in accordance with Florida Department of Transportation (FDOT) Standard Specifications and Standard Plans for Road & Bridge Construction.

The design maintains a design speed of 35 miles per hour and posted speed limit of 35 miles per hour on Kirk Road. The project must comply with Lake Worth Drainage District permit conditions, specifically permit #RW-24-0026, and maintain a design flow of 230 cubic feet per second throughout construction via bypass pumping requirements outlined in the special provisions. The contractor is responsible for obtaining all required permits and approvals before commencement of work, conducting a preconstruction conference, and providing full-time inspection through completion of paving operations. The project specifications require utility coordination with multiple entities including AT&T, Comcast Cable Communications, Florida Power & Light Company, and Palm Beach County departments. All construction work must adhere to FDOT standards, Palm Beach County Engineering Department requirements, and applicable environmental controls including water quality and erosion control standards. The plans were prepared by Civil Design, Inc. (West Palm Beach, Florida) and professionally sealed by Roland Rodriguez, P.E. (Florida License No. 92229).

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Other files

File	Type	Posted
Kirk Rd.over L-11 Canal Specific Purpose LWDD Survey (7-24-24) signed.cleaned.pdf	PDF	Aug 6, 2026
Alternate Format Availability.pdf	PDF	Aug 6, 2026
2023502 pay item worksheet.xlsx	XLSX spreadsheet	Aug 6, 2026
2023502 Pre-Bid Sign in Sheet.pdf	PDF	Aug 6, 2026
4. Final Design Plans - Kirk Road WM Relocation_ Not Signed.pdf	PDF	Aug 6, 2026
2023502 pay item worksheet.pdf	PDF	Aug 6, 2026
2023502 Final Signing and Pavement Marking Plans DS.pdf	PDF	Aug 6, 2026
2023502 RFI Form.pdf	PDF	Aug 6, 2026
2023502 Kirk Rd Spec Book.pdf	PDF	Aug 6, 2026
Qualifications and Experience Package Form.pdf	PDF	Aug 6, 2026
OSBD Schedules and Instructions.pdf	PDF	Aug 6, 2026
Qualifications and Experience Package Form.docx	DOCX document	Aug 6, 2026
2023502 RFI Form.docx	DOCX document	Aug 6, 2026

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D A

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SHEET

OF:

PROJECT NO.

DATE:

DESIGNED

DRAWN

CHECKED

APPROVED

SCALE:

FIELD

C O

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2023502

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NO. 92229RO

ND RODR I GUEZ

STATE OF

PROFESS I ONAL ENG I N

FLOR I DA

L ICENSE

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

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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

AutoCAD SHX Text 07/08/26

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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.

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KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT

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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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INDEX OF ROADWAY PLANS

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SHEET NO..

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COVER SHEET

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SUMMARY OF QUANTITIES & LEGEND

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TYPICAL SECTIONS

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GENERAL NOTES

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PLAN & PROFILE

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CROSS SECTIONS

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DESCRIPTION

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%%UCOMPONENTS OF CONTRACT PLANS

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ROADWAY PLANS

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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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LWDD L-11 CANAL PLAN & PROFILE

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CULVERT DETAIL SECTION

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LWDD L-11 CANAL DESIGN SECTION DETAILS

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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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TYPICAL SECTION DETAILS

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DRAINAGE MAP

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DRIVEWAY PROFILES

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DRAINAGE STRUCTURES

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LWDD L-11 CANAL CROSS SECTIONS

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DRAINAGE DETAILS

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WATER MAIN RELOCATION PLANS

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DRAWN:

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DATE:

FIELD BOOK NO:

23810-01

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

19CDI

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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.

GENERAL NOTES

N/A 2

GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION AS AMENDED BY PALM BEACH COUNTY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THESE FDOT STANDARD SPECIFICATIONS AND STANDARD PLANS. 2. NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED "A NOTICE TO PROCEED". CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS. 3. PRECONSTRUCTION CONFERENCE: A PREWORK CONFERENCE IS REQUIRED BEFORE THE START OF ANY PRECONSTRUCTION CONFERENCE: A PREWORK CONFERENCE IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION. 4. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH CHAPTER 556.105, PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH CHAPTER 556.105, FLORIDA STATUES AND FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND UTILITIES. 5. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BY 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. 6. THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY: EXACT LOCATIONS THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY: EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES, THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND PROVIDE UTILITY ADJUSTMENTS, AS REQUIRED. 7. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA. 1-800-432-4770 (TOLL FREE) AND THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA. 1-800-432-4770 (TOLL FREE) AND ALL AFFECTED UTILITIES TWO FULL BUSINESS DAYS BEFORE EXCAVATION FOR FIELD LOCATIONS AND SO THAT AN AFFECTED UTILITY MAY BE PRESENT. 8. KNOWN UTILITY COMPANIES WITHIN THE VICINITY OF THE PROJECT: KNOWN UTILITY COMPANIES WITHIN THE VICINITY OF THE PROJECT: COMPANY CONTACT PHONE CONTACT PHONE PHONE AT&T FLORIDA DISTRIBUTION MR. GARCIA RAMON (561) 236-6730 MR. GARCIA RAMON (561) 236-6730 (561) 236-6730 COMCAST CABLE COMMUNICATIONS MR. STEVE ROSA (561) 436-9034 MR. STEVE ROSA (561) 436-9034 (561) 436-9034 FLORIDA POWER & LIGHT COMPANY MS. RONA SOLOMON (561) 541-5376 MS. RONA SOLOMON (561) 541-5376 (561) 541-5376 PALM BEACH COUNTY ISS KENNETH SCHNEIDER (561) 355-4195 KENNETH SCHNEIDER (561) 355-4195 (561) 355-4195 PALM BEACH COUNTY TRAFFIC - ITS DANIEL RODRIGUEZ (561) 681-4365 DANIEL RODRIGUEZ (561) 681-4365 (561) 681-4365 PALM BEACH COUNTY TRAFFIC - SIGNALS MAY CHENG (561) 684-4011 MAY CHENG (561) 684-4011 (561) 684-4011 VILLAGE OF PALM SPRINGS ANDREW KLAUSNER (561) 584-8200 ex.8713 ANDREW KLAUSNER (561) 584-8200 ex.8713 (561) 584-8200 ex.8713 9. IN THE EVENT OF ANY CONFLICTING GEOMETRIC DATA, REFER TO THE SUPPORTING SPECIFIC PURPOSE & IN THE EVENT OF ANY CONFLICTING GEOMETRIC DATA, REFER TO THE SUPPORTING SPECIFIC PURPOSE & TOPOGRAPHIC SURVEY PREPARED BY BROWN & PHILLIPS, INC. FOR A RESOLUTION. PREPARED BY BROWN & PHILLIPS, INC. FOR A RESOLUTION. FOR A RESOLUTION. 10. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITY CABLES, SANITARY LINES THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITY CABLES, SANITARY LINES AND WATER LINES; AND SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES CAUSED BY CONSTRUCTION OPERATIONS. 11. EXISTING UTILITIES ARE TO BE ADJUSTED BY OTHERS UNLESS OTHERWISE NOTED. EXISTING UTILITIES ARE TO BE ADJUSTED BY OTHERS UNLESS OTHERWISE NOTED. 12. ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, AND ARE REFERENCED ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, AND ARE REFERENCED TO PALM BEACH COUNTY BENCHMARK "CON 27", ELEVATION=12.162. 13. STATIONS AND OFFSETS REFER TO BASELINE OF SURVEY & CENTERLINE OF CONSTRUCTION ON TYPICAL STATIONS AND OFFSETS REFER TO BASELINE OF SURVEY & CENTERLINE OF CONSTRUCTION ON TYPICAL SECTIONS, UNLESS NOTED OTHERWISE. 14. THE CONSTRUCTION STAKE-OUT RECORD DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL THE CONSTRUCTION STAKE-OUT RECORD DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL ASSOCIATED STAKE OUT COSTS ARE TO BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THE SPECIFIC ITEM CONSTRUCTED. 15. EXISTING SECTION CORNERS, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM BEACH COUNTY SURVEY EXISTING SECTION CORNERS, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM BEACH COUNTY SURVEY CONTROL MONUMENTS AND ALL OTHER PERMANENT MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE REFERENCED PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION BY A PROFESSIONAL SURVEYOR & MAPPER WITH A MONUMENT BEARING EITHER THE FLORIDA LICENSE NUMBER OR CERTIFICATE OF AUTHORIZATION NUMBER OF THE PARTY IN RESPONSIBLE CHARGE. COST IS INCIDENTAL TO COST OF CONSTRUCTION. 16. ANY NGVD '29 AND/OR NAVD '88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. ANY NGVD '29 AND/OR NAVD '88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED, THE CONTRACTOR SHALL NOTIFY: MARK MAINTENANCE SECTION GEODETIC INFORMATION CENTER ATTN: N/CG-162 ROCKVILLE, MARYLAND 20852 TELEPHONE: (301) 443-8319 17. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF THE CORNER ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF THE CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE PALM BEACH COUNTY SURVEY SECTION WITHOUT DELAY. 18. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REQUIRED CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE AREA OF WORK. 19. MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE IN ACCORDANCE WITH FDOT STANDARD INDEX MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE IN ACCORDANCE WITH FDOT STANDARD INDEX 102-600, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, SECTION 6 AND PROJECT SPECIFICATIONS. 20. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES SUCH AS HAY BALES, SILT FENCE, CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES SUCH AS HAY BALES, SILT FENCE, FLOATING TURBIDITY BARRIERS, STREET SWEEPING, ETC., WHERE NECESSARY IN ORDER TO COMPLY WITH STATE AND LOCAL WATER QUALITY AND EROSION CONTROL STANDARDS. COSTS OF PROVIDING AND MAINTAINING SUCH METHODS SHALL BE INCLUDED IN THE BID PRICE FOR NPDES COMPLIANCE. 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN AREAS PROVIDED BY THE CONTRACTOR. 22. PROHIBITED SPECIES (AUSTRALIAN PINE, BRAZILIAN PEPPER, EARLEAF ACACIA, MELALEUCA, SMALL-LEAVED PROHIBITED SPECIES (AUSTRALIAN PINE, BRAZILIAN PEPPER, EARLEAF ACACIA, MELALEUCA, SMALL-LEAVED CLIMBING FERN AND KUDZU) SHALL BE ERADICATED FROM THE RIGHT-OF-WAY WITHIN THE LIMITS OF CONSTRUCTION. REMOVAL OR ERADICATION SHALL BE VERIFIED BY PBC ERM. CONTINUED REMOVAL OF THESE SPECIES IS REQUIRED TO PREVENT REINFESTATION. 23. CONTRACTOR TO REMOVE PRIVATE IMPROVEMENTS, SUCH AS DRIVEWAYS, LANDSCAPING AND FENCES, WITHIN CONTRACTOR TO REMOVE PRIVATE IMPROVEMENTS, SUCH AS DRIVEWAYS, LANDSCAPING AND FENCES, WITHIN ROAD RIGHT-OF-WAY. SALVAGEABLE MATERIALS SUCH AS FENCING, TO BE RETURNED TO HOMEOWNER. 24. THE EXISTING BASEROCK MATERIAL SHALL NOT BE USED EXCEPT AS DIRECTED BY PALM BEACH COUNTY. THE EXISTING BASEROCK MATERIAL SHALL NOT BE USED EXCEPT AS DIRECTED BY PALM BEACH COUNTY. 25. EXCAVATED SOILS AND EXISTING ROCK BASE MAY BE USED FOR EMBANKMENT CONSTRUCTION PROVIDED THAT EXCAVATED SOILS AND EXISTING ROCK BASE MAY BE USED FOR EMBANKMENT CONSTRUCTION PROVIDED THAT THE MATERIAL IS CLEAN FILL, FREE OF ORGANIC MATERIALS, ROOTS, OR OTHER DELETERIOUS MATERIALS, AND CONFORMS WITH FDOT SPECIFICATIONS AND STANDARD INDEX NO. 120-001. 26. ALL MUCK AND PLASTIC MATERIAL WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED BY THE ALL MUCK AND PLASTIC MATERIAL WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH FDOT STANDARD INDEX 120-002. 27. ALL EXISTING IRRIGATION SYSTEM COMPONENTS CONFLICTING WITH THE PROPOSED CONSTRUCTION SHALL BE ALL EXISTING IRRIGATION SYSTEM COMPONENTS CONFLICTING WITH THE PROPOSED CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. EXISTING PIPES SHALL BE CAPPED PRESSURE TIGHT AT THE R/W LINE. EXISTING CONTROL WIRING SHALL BE CUT, SEALED AND LEFT BURIED BELOW GRADE AT THE R/W LINE. THE COST FOR IRRIGATION SYSTEM REMOVAL, CAPPING PIPE AND SEALING WIRING SHALL BE INCLUDED IN THE CONTRACT PRICE FOR CLEARING AND GRUBBING. 28. GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED. GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED. 29. THE CONTRACTOR SHALL LOWER THE GROUND 2 INCHES BELOW FINISHED GRADE PRIOR TO PLACEMENT OF THE CONTRACTOR SHALL LOWER THE GROUND 2 INCHES BELOW FINISHED GRADE PRIOR TO PLACEMENT OF SOD TO ALLOW FOR THE THICKNESS OF THE SOD. 30. ALL ROAD CROSSINGS, PAVEMENT CUTTINGS AND RESTORATION SHALL BE IN ACCORDANCE WITH THE ALL ROAD CROSSINGS, PAVEMENT CUTTINGS AND RESTORATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF PALM BEACH COUNTY. 31. ALL PIPE SHALL BE LAID IN TRENCHES HAVING A DRY AND STABLE BOTTOM. BACKFILL SHALL BE FREE OF ALL PIPE SHALL BE LAID IN TRENCHES HAVING A DRY AND STABLE BOTTOM. BACKFILL SHALL BE FREE OF BOULDERS AND DEBRIS. PIPE SHALL BE FULLY SUPPORTED ALONG ITS ENTIRE LENGTH. SHARP OR ROCKY MATERIAL ENCOUNTERED IN THE BASE SHALL BE REPLACED WITH PROPER BEDDING. PIPE SHALL BE LAID ON LINE AND GRADE AS DESIGNED. 32. REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE AS DEFINED IN THE FDOT REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE AS DEFINED IN THE FDOT SPECIFICATIONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 33. STORM SEWER PIPE LENGTHS ARE BASED ON MEASUREMENTS FROM CENTER OF STRUCTURE TO CENTER OF STORM SEWER PIPE LENGTHS ARE BASED ON MEASUREMENTS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ALL PIPE LENGTHS AND CENTERLINE SLOPE LENGTHS SHOWN ARE SCALED DISTANCES. THE CONTRACTOR SHALL CONFIRM ALL MEASUREMENTS IN THE FIELD AND NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCY PRIOR TO PERFORMING THE WORK. 34. DRAINAGE CONNECTIONS: WHERE CONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE PROPOSED, SAID DRAINAGE CONNECTIONS: WHERE CONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE PROPOSED, SAID EXISTING DRAINAGE STRUCTURES AND LINES SHALL BE CLEANED OF ALL SILT AND OTHER DEBRIS PRIOR TO SAID CONNECTIONS BEING MADE. WHERE THE EXISTING DRAINAGE SYSTEM INCLUDES DITCHES, SAID DITCHES SHALL BE CLEARED AND REWORKED AS NECESSARY TO RESTORE THEM TO AN APPROVED DESIGN SECTION. 35. ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN BELOW ONE-THIRD OF THE DIAMETER OF THE PIPE (FROM ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN BELOW ONE-THIRD OF THE DIAMETER OF THE PIPE (FROM THE INVERT) AND LAMPED AS A REQUIREMENT OF THE FINAL DRAINAGE INSPECTION. 36. THE CONTRACTOR'S BID FOR OVERLAY SHALL INCLUDE THE REPAIRING OF EXISTING POTHOLES AND THE CONTRACTOR'S BID FOR OVERLAY SHALL INCLUDE THE REPAIRING OF EXISTING POTHOLES AND APPLICATION OF THE TACK COAT. 37. THE TACK COAT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 300, PRIME AND TACK COATS FOR BASE THE TACK COAT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 300, PRIME AND TACK COATS FOR BASE COURSES, FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND AS AMENDED BY PALM BEACH COUNTY. 38. NO SEPARATE PAYMENT WILL BE MADE FOR PRIME COAT AND TACK COAT MATERIAL, THE COST SHALL BE NO SEPARATE PAYMENT WILL BE MADE FOR PRIME COAT AND TACK COAT MATERIAL, THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR BASE OR PAVEMENT COURSES. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISTING PAVEMENT MARKINGS BEFORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISTING PAVEMENT MARKINGS BEFORE ROADWAY/RESURFACING WORK IS STARTED AND THIS INFORMATION SHALL BE USED IN CONJUNCTION WITH TEMPORARY STRIPING AND FINISHED STRIPING. 40. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT SPECIFICATIONS, MANUAL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT SPECIFICATIONS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AND PALM BEACH COUNTY TYPICALS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS NO. T-P-21. 41. ALL CONCRETE SHALL DEVELOP 3,000 PSI (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE ALL CONCRETE SHALL DEVELOP 3,000 PSI (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION, AS AMENDED BY PALM BEACH COUNTY. 42. THE ASPHALT AND BASEROCK THICKNESS AND SPECIFICATIONS FOR ALL PROPOSED ASPHALT DRIVEWAYS SHALL THE ASPHALT AND BASEROCK THICKNESS AND SPECIFICATIONS FOR ALL PROPOSED ASPHALT DRIVEWAYS SHALL MATCH THE DESIGN FOR THE PROPOSED ADJACENT ROADWAY. 43. RECORD DRAWINGS -THE CONTRACTOR SHALL COMPLETE "AS-BUILT" INFORMATION RELATIVE TO THE PALM RECORD DRAWINGS -THE CONTRACTOR SHALL COMPLETE "AS-BUILT" INFORMATION RELATIVE TO THE PALM BEACH COUNTY ENGINEERING DEPARTMENT REQUIREMENTS. 44. EXISTING WATER MAIN AND SERVICES ARE SHALLOW. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING EXISTING WATER MAIN AND SERVICES ARE SHALLOW. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING WATER FACILITIES. 45. UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN THE LIMITS OF CONSTRUCTION, ARE UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN THE LIMITS OF CONSTRUCTION, ARE TO REMAIN. 46. INTERSECTING ROADS AND DRIVEWAYS ARE TO BE GRADED AS DIRECTED BY PALM BEACH COUNTY, UNLESS INTERSECTING ROADS AND DRIVEWAYS ARE TO BE GRADED AS DIRECTED BY PALM BEACH COUNTY, UNLESS OTHERWISE NOTED. 47. ALL PIPES SHALL BE IN ACCORDANCE WITH FDOT AND PALM BEACH COUNTY REQUIREMENTS. ALL PIPES SHALL BE IN ACCORDANCE WITH FDOT AND PALM BEACH COUNTY REQUIREMENTS. 48. ALL INLET DRAINAGE STRUCTURES SHALL HAVE A MINIMUM 2' SUMP, EXCEPT CONTROL STRUCTURES. WEEP ALL INLET DRAINAGE STRUCTURES SHALL HAVE A MINIMUM 2' SUMP, EXCEPT CONTROL STRUCTURES. WEEP HOLES SHALL NOT BE PART OF THESE SUMPS. 49. CONTRACTOR SHALL ADJUST TOPS OF ALL EXISTING UTILITIES (VALVE BOX, METER BOX, ETC.) TO MATCH CONTRACTOR SHALL ADJUST TOPS OF ALL EXISTING UTILITIES (VALVE BOX, METER BOX, ETC.) TO MATCH PROPOSED GRADES & SLOPES. 50. CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS ASSOCIATED WITH THE PALM BEACH COUNTY PROJECT CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS ASSOCIATED WITH THE PALM BEACH COUNTY PROJECT NUMBER FOR ALL DETAILS REGARDING BYPASS PUMPING AND DEWATERING REQUIRED FOR THIS PROJECT. 51. CONTRACTOR SHALL COMPLY WITH ALL LAKE WORTH DRAINAGE DISTRICT PERMIT CONDITIONS WITHIN THE CONTRACTOR SHALL COMPLY WITH ALL LAKE WORTH DRAINAGE DISTRICT PERMIT CONDITIONS WITHIN THE ISSUED CULVERT CROSSING PERMIT #RW-24-0026. THE DESIGN FLOW OF 230 CFS FOR THIS CANAL SECTION MUST BE MAINTAINED THROUGHOUT THE ENTIRETY OF CONSTRUCTION VIA THE BYPASS PUMPING REQUIREMENTS OUTLINED IN THE SPECIAL PROVISIONS.

SUMMARY OF QUANTITIES & LEGEND

N/A 3SHEET

OF:

PROJECT NO.

PBC JOB NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

DATE:

FIELD BOOK NO:

23810-01

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

19CDI

ACH

Y T

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.

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SUMMARY OF QUANTITIES LEGEND

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SUMMARY OF QUANTITIES

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MANHOLES, J-7, PARTIAL

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AutoCAD SHX Text 0425 2 73

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CLASS IV CONCRETE (HEADWALLS/WINGWALLS)

AutoCAD SHX Text 0400 4 1

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ASPHALT CONCRETE FRICTION COURSE (FC-9.5) RUBBER

AutoCAD SHX Text 0337 7 82

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SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C)

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AutoCAD SHX Text 0334 1 13

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OPTIONAL BASE GROUP 7

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AutoCAD SHX Text 0285707

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TYPE B STABILIZATION

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AutoCAD SHX Text 0160 4

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REGULAR EXCAVATION

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MOBILIZATION

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MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT)

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FLOATING TURBIDITY BARRIER

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CLEARING AND GRUBBING

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AutoCAD SHX Text 0104 11

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ROADWAY ITEMS

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DESCRIPTION

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NO.

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ITEM NO.

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MILLING EXISTING ASPHALT PAVEMENT, 1" AVG. DEPTH

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DETECTABLE WARNINGS

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PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 36"

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RIPRAP, RUBBLE, F&I, BANK AND SHORE

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BEDDING STONE

AutoCAD SHX Text 0327 70 1

AutoCAD SHX Text 0430175136

AutoCAD SHX Text 0527 2

AutoCAD SHX Text 0530 3 3

AutoCAD SHX Text 0530 74

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PLAN QTY

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UNIT

AutoCAD SHX Text LS = LUMP SUM CY = CUBIC YARD SY = SQUARE YARD TN = TON GM = GROSS MILE EA = EACH LF = LINEAR FEET SF = SQUARE FEET AS = ASSEMBLY HR = HOUR DAYS = DAYS

AutoCAD SHX Text ITEM NO. PAY ITEM FOOTNOTES: PAY ITEM FOOTNOTES: ALL. ALL ITEMS SHALL INCLUDE COST TO FURNISH AND INSTALL UNLESS OTHERWISE NOTED. ALL ITEMS SHALL INCLUDE COST TO FURNISH AND INSTALL UNLESS OTHERWISE NOTED. ALL. COSTS FOR BYPASS PUMPING & DEWATERING SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS COSTS FOR BYPASS PUMPING & DEWATERING SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS PROVIDED BY PALM BEACH COUNTY. 1-2. ALL COSTS FOR MAINTENANCE OF TRAFFIC (MOT) AND MOBILIZATION SHALL BE CONSIDERED INCIDENTAL TO, AND ALL COSTS FOR MAINTENANCE OF TRAFFIC (MOT) AND MOBILIZATION SHALL BE CONSIDERED INCIDENTAL TO, AND SHALL BE INCLUDED IN, UNIT PRICES FOR PAY ITEMS. 4. COSTS FOR CLEARING AND GRUBBING TO INCLUDE SAWCUT OF EXISTING ASPHALT OR CONCRETE DESIGNATED COSTS FOR CLEARING AND GRUBBING TO INCLUDE SAWCUT OF EXISTING ASPHALT OR CONCRETE DESIGNATED FOR REMOVAL PER THE PLANS; THE REMOVAL OF EXISTING PAVEMENT AND SIDEWALK; THE REMOVAL AND RELOCATION OF PRIVATELY OWNED SYSTEMS SUCH AS IRRIGATION, FENCING, ETC.; THE REMOVAL/OBLITERATION OF ANY EXISTING STRIPING; THE REMOVAL AND RELOCATION OF ANY POSTS, SIGNS, OR TREES; THE REMOVAL OF ANY STORM STRUCTURES OR PIPING; AND THE REMOVAL AND DISPOSAL IN SUITABLE AREAS OF EXCESS AND UNSUITABLE MATERIAL THAT MAY BE ENCOUNTERED DURING EXCAVATION AS DIRECTED BY PALM BEACH COUNTY. 5-8. BERM/SWALE CONSTRUCTION, RE-GRADING OF ROADWAYS, DRIVEWAYS, CANAL SECTIONS AND ALL OTHER ROUGH BERM/SWALE CONSTRUCTION, RE-GRADING OF ROADWAYS, DRIVEWAYS, CANAL SECTIONS AND ALL OTHER ROUGH & FINISH EARTHWORK SHALL BE CONSIDERED INCIDENTAL TO THE BID ITEMS "EXCAVATION" AND "EMBANKMENT". 13-16. SAWCUT & BUTT JOINT COST SHALL BE INCIDENTAL TO ASPHALT ITEM. SAWCUT & BUTT JOINT COST SHALL BE INCIDENTAL TO ASPHALT ITEM. 13-16., 22. PRIME AND TACK COATS ARE CONSIDERED INCIDENTAL TO ROADWAY AND SIDEWALK CONSTRUCTION. PRIME AND TACK COATS ARE CONSIDERED INCIDENTAL TO ROADWAY AND SIDEWALK CONSTRUCTION. 17-18. FDOT CAST-IN-PLACE HEADWALL DATA TABLE (INDEX 400-289) MUST BE COMPLETED BY A DELEGATE SHOP FDOT CAST-IN-PLACE HEADWALL DATA TABLE (INDEX 400-289) MUST BE COMPLETED BY A DELEGATE SHOP DRAWING ENGINEER. SEE SPECIAL PROVISIONS PROVIDED BY PALM BEACH COUNTY. 17-21. EXCAVATION AND BACKFILL FOR STRUCTURES INCLUDING COST OF ANY SELECT BEDDING MATERIAL THAT MAY EXCAVATION AND BACKFILL FOR STRUCTURES INCLUDING COST OF ANY SELECT BEDDING MATERIAL THAT MAY BE NECESSARY FOR A SATISFACTORY INSTALLATION AS DIRECTED BY PALM BEACH COUNTY IS CONSIDERED INCIDENTAL TO THE COST OF THE STRUCTURES. 17-21. THE COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE. THE COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE. 28. SODDING SHALL BE IN ACCORDANCE WITH SECTION 575 OF THE GENERAL PROVISIONS OF THIS SPECIFICATION SODDING SHALL BE IN ACCORDANCE WITH SECTION 575 OF THE GENERAL PROVISIONS OF THIS SPECIFICATION AND SHALL INCLUDE THE COSTS FOR FERTILIZER AND WATER UNTIL FINAL ACCEPTANCE. 29-33. CONTINGENCY ITEMS MAY BE INCREASED, DECREASED OR DELETED AS DIRECTED BY THE ENGINEER.CONTINGENCY ITEMS MAY BE INCREASED, DECREASED OR DELETED AS DIRECTED BY THE ENGINEER.

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CONCRETE SIDEWALK, 6" THICK

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CONTINGENCY ITEMS

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FLOWABLE FILL

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STORM SEWER CLEANING (EXIST.) (>24" TO 48")

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SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF

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CANAL EXCAVATION

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EMBANKMENT (COMPACTED IN PLACE)

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CANAL EMBANKMENT (COMPACTED IN PLACE)

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AutoCAD SHX Text 0120 5

AutoCAD SHX Text N/A

AutoCAD SHX Text 0120 6

AutoCAD SHX Text 0121 70

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AutoCAD SHX Text 0700 1 11

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AutoCAD SHX Text 1,592

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%%ULEGEND

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EXISTING FENCE

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EXISTING GUARDRAIL

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EXISTING FORCE MAIN

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EXISTING FPL (BURIED)

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EXISTING OVERHEAD WIRE

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EXISTING COMCAST (BURIED)

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EXISTING AT&T (BURIED)

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6" THICK CONCRETE

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MILLING & RESURFACING

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FULL-DEPTH PAVEMENT

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ABBREVIATIONS

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AREA OR ARC LENGTH

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CENTERLINE

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CORRUGATED METAL PIPE

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CMP

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AVERAGE

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AVG

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BOTTOM

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BOT

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BURIED TELEPHONE

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ASPHALT

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ASPH

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DEED BOOK

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CONCRETE

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CONC

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DUCTILE IRON PIPE

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DIP

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BASELINE

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BURIED FIBER OPTIC

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BFO

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ACRE(S)

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AMERICAN TELEPHONE AND TELEGRAPH COMPANY

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AT&T

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AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

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AASHTO

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EAST/EASTING

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BURIED ELECTRIC

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ALTERNATE

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ALT

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CENTRAL ANGLE

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EDGE OF WATER

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EOW

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EXISTING

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EX/EXIST

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FRICTION COURSE

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FLORIDA DEPARTMENT OF TRANSPORTATION

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FDOT

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PLAT BOOK

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PROFILE GRADE LINE

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PGL

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LAKE WORTH DRAINAGE DISTRICT

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LWDD

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PROPOSED

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PROP

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PAGE

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POLYVINYL CHLORIDE

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PVC

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PAVEMENT

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PVMT

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RADIUS

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RIGHT (OFFSET)

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R/RT

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RIGHT OF WAY

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OFFICIAL RECORD BOOK

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ORB

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NORTH AMERICAN VERTICAL DATUM

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NAVD

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NAIL AND TIN TAB

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NTT

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OVERHEAD WIRE

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OHW

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NAIL AND DISK

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NUMBER

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MATCH EXISTING

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NATIONAL GEODETIC VERTICAL DATUM OF 1929

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NGVD

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NORTH/NORTHING

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ELEVATION

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EL/ELEV

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CONST

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CONSTRUCT/CONSTRUCTION

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BENCHMARK

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GUY ANCHOR

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GATE POST

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CATCH BASIN

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CLEANOUT

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ELECTRIC BOX

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IRRIGATION VALVE

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MAILBOX

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MANHOLE SANITARY

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MANHOLE DRAINAGE

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SIGN

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TELEPHONE BOX

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WOOD POWER POLE

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TRANSFORMER

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FIRE HYDRANT

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SEWER VALVE

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WATER VALVE

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WATER METER

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YARD DRAIN

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UNKNOWN TREE

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CURB INLET

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PALM TREE

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PINE TREE

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OAK TREE

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POINCIANA TREE

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FIBER OPTIC MARKER

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CONCRETE COULMN

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FLAG POLE

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METAL LIGHT POLE

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PIPE (PVC)

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FIRE HYDRANT

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FLOW LINE

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FLORIDA POWER AND LIGHT

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FPL

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FIBER OPTIC CABLE

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FOC

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HIGH DENSITY POLYETHYLENE

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HDPE

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HORIZONTAL

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H/HORIZ

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FORCE MAIN

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STORM

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STM

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TOP OF BANK

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TOB

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TOP OF WATER

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TOW

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STRUCTURE

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STR

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TYPICAL

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TYP

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UTILITY EASEMENT

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UNKNOWN

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UNK

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VERTICAL

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V/VERT

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VILLAGE OF PALM SPRINGS

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VOPS

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STATION

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STA

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ROAD PLAT BOOK

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RPB

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SUPERPAVE

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REINFORCED CONCRETE PIPE

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RCP

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WATERMAIN

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SANITARY

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SAN

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VOLUME

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IRON ROD AND CAP

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IRC

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LIMEROCK BEARING RATIO

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LBR

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LEFT (OFFSET)

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L/LT

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INVERT

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INV

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TOE OF SLOPE

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TOS

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RIP-RAP EROSION CONTROL LIMITS

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LINEAR FOOT

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SWALE

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SWL

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EXISTING SANITARY SEWER

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EXISTING SWALE

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EXISTING WATER MAIN

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ASPHALT DRIVEWAY

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OPTIONAL BASE GROUP 8

AutoCAD SHX Text 0285708

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ELLIPTICAL

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ELIP

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COQUINA CANAL MAINT. ACCESS PATHWAY

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2" THICK MISCELLANEOUS ASPHALT PAVEMENT

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OPTIONAL BASE GROUP 6 (8" THICK COQUINA)

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AutoCAD SHX Text 0285706

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MISCELLANEOUS ASPHALT PAVEMENT

AutoCAD SHX Text 0339 1

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AutoCAD SHX Text 6,000

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REINFORCING STEEL (ROADWAY)

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GUARDRAIL - ROADWAY, GENERAL/LOW SPEED TL-2

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GUARDRAIL END TREATMENT - TRAILING ANCHORAGE

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AutoCAD SHX Text 1,700

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PERFORMANCE TURF, SOD

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VARIABLE MESSAGE SIGN (NON-MOT)

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AutoCAD SHX Text 0922102 2

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DAYS

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TRAFFIC CONTROL OFFICER (NON-MOT)

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AutoCAD SHX Text 0102 14

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AutoCAD SHX Text PRECAST CONCRETE BOX CULVERT (6'Hx10'W)

AutoCAD SHX Text N/A

TYPICAL SECTIONS

1" = 10' 4SHEET

OF:

PROJECT NO.

PBC JOB NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

DATE:

FIELD BOOK NO:

23810-01

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

19CDI

ACH

Y T

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.

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MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

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MILLING:

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MILLING

AutoCAD SHX Text 1" FRICTION COURSE TYPE FC-9.5 1-1/2" SUPERPAVE ASPHALT CONCRETE (STRUCTURAL COURSE TRAFFIC LEVEL C) RC-70 PRIME COAT AT 0.10 GALLONS PER SQUARE YARD OPTIONAL BASE GROUP 7 12" TYPE B STABILIZED SUBGRADE (LBR 40) 98% AASHTO T-180

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SURFACE: BASE: SUBGRADE:

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FULL-DEPTH PAVEMENT REPLACEMENT

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WEST R/W

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EAST R/W

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PROP. 6' CONC. WALK***

AutoCAD SHX Text M.E.

AutoCAD SHX Text NOTES: * VARYING WIDTH: VARYING WIDTH: STA. 126+59 TO STA. 126+85 - 33' R/W STA. 126+85 TO STA. 126+97 - 35' R/W ** FULL-DEPTH PAVEMENT REPLACEMENT WIDTH FULL-DEPTH PAVEMENT REPLACEMENT WIDTH INCLUDES INTERSECTION RADIUS w/ CANAL ROAD. *** RECONSTRUCTION OF PROP. 8' STABILIZED RECONSTRUCTION OF PROP. 8' STABILIZED SUBGRADE & PROP. 6' CONCRETE SIDEWALK FROM STA. 126+68 STA. 127+08. SHOULDER WIDTH VARIES AS A RESULT OF THE INTERSECTION RADIUS.

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B/L OF SURVEY & C/L CONSTRUCTION

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ROAD CROWN

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PROP. 8' STABILIZED SHOULDER

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GRADE TO M.E.

AutoCAD SHX Text TYPICAL SECTION FULL DEPTH REPLACEMENT SCALE: 1" = 10' KIRK ROAD STA. 126+59 TO STA. 126+97 POSTED SPEED 35 MPH DESIGN SPEED 35 MPH

AutoCAD SHX Text 6%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 6%

AutoCAD SHX Text TYPICAL SECTION NOTES: 1. PROVIDE ALTERNATIVE BASE COURSE AT PROVIDE ALTERNATIVE BASE COURSE AT NO ADDITIONAL EXPENSE TO PALM BEACH COUNTY. 2. PRIME COAT AND TACK TO BE PRIME COAT AND TACK TO BE INSTALLED AT NO ADDITIONAL COST TO PALM BEACH COUNTY AND IS INCLUDED WITH THE COST OF ASPHALT PAVEMENT. 3. REMOVAL OF EXISTING PAVEMENT IS REMOVAL OF EXISTING PAVEMENT IS INCLUDED WITH CLEARING AND GRUBBING.

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1" FRICTION COURSE TYPE FC-9.5

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RESURFACING:

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RESURFACING

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CONCRETE SIDEWALK

AutoCAD SHX Text 6" PORTLAND CEMENT CONCRETE MIN. 3,000 P.S.I. @ 28 DAYS 3,000 P.S.I. @ 28 DAYS 12" COMPACTED SUBGRADE (LBR 40) COMPACTED TO A MIN. OF 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 LATEST REVISION

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SURFACE: SUBGRADE:

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ASPHALT DRIVEWAY RECONSTRUCTION

AutoCAD SHX Text 1-1/2" SUPERPAVE ASPHALT CONCRETE (STRUCTURAL COURSE TRAFFIC LEVEL C) RC-70 PRIME COAT AT 0.10 GALLONS PER SQUARE YARD OPTIONAL BASE GROUP 8 12" COMPACTED SUBGRADE

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SURFACE: BASE: SUBGRADE:

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4:1 MAX

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VARIES (6'-8')

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4:1 MAX

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4:1 MAX

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GRADE TO M.E.

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WEST R/W

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EAST R/W

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EXIST. 5.5' ASPH. WALK***

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AutoCAD SHX Text NOTES: * VARYING WIDTH: VARYING WIDTH: STA. 125+90 TO STA. 126+34 - 47' R/W STA. 126+34 TO STA. 126+59 - 33' R/W STA. 126+97 TO STA. 127+11 - 35' R/W STA. 127+11 TO STA. 127+47 - 45' R/W ** VARYING WIDTH: VARYING WIDTH: STA. 125+90 TO STA. 126+59 - 33' R/W STA. 126+59 TO STA. 127+06 - 35' R/W STA. 127+06 TO STA. 127+47 - 50' R/W *** RECONSTRUCTION OF PROP. 8' STABILIZED SUBGRADE & RECONSTRUCTION OF PROP. 8' STABILIZED SUBGRADE & PROP. 6' CONCRETE SIDEWALK FROM STA. 126+68 STA. 127+08. SHOULDER WIDTH VARIES AS A RESULT OF THE INTERSECTION RADIUS (SEE ABOVE TYP. SECTION). **** MILLING & RESURFACING WIDTH INCLUDES MILLING & RESURFACING WIDTH INCLUDES INTERSECTION RADIUS w/ CANAL ROAD.

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B/L OF SURVEY & C/L CONSTRUCTION

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ROAD CROWN

AutoCAD SHX Text TYPICAL SECTION MILLING & RESURFACING SCALE: 1" = 10' KIRK ROAD STA. 125+90 TO STA. 126+59 STA. 126+97 TO STA. 127+47 POSTED SPEED 35 MPH DESIGN SPEED 35 MPH

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TYPICAL SECTION LEGEND

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ASPHALTIC CONCRETE

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OPTIONAL BASE GROUP

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COMPACTED SUBGRADE

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CONCRETE

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EXIST. SOD & SUBGRADE*** VARIES (0'-6')

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PAVEMENT MILLING & RESURFACING

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4:1 MAX

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6" THICK CONCRETE

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PGL

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PGL

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CANAL MAINTENANCE ACCESS PATHWAY RECONSTRUCTION

AutoCAD SHX Text 8" THICK CRUSHED COQUINA (COMPACT TO 98% MAX DENSITY AASHTO T-180) 12" COMPACTED SUBGRADE

AutoCAD SHX Text

SURFACE: SUBGRADE:

PROP. 8' STABILIZED SHOULDER***

6' CANAL MAINTENANCE ACCESS

1' MIN.

TYPICAL SECTION DETAILS

1" = 10' 5SHEET

OF:

PROJECT NO.

PBC JOB NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

DATE:

FIELD BOOK NO:

23810-01

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

19CDI

ACH

Y T

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.

AutoCAD SHX Text CONSTRUCTION PROCEDURES: THE BACKFILL FOR THE FIRST AND SECOND BACKFILL FOR THE FIRST AND SECOND BACKFILL FOR THE FIRST AND SECOND FOR THE FIRST AND SECOND FOR THE FIRST AND SECOND THE FIRST AND SECOND THE FIRST AND SECOND FIRST AND SECOND FIRST AND SECOND AND SECOND AND SECOND SECOND SECOND STAGES SHALL BE PLACED IN 6" LAYERS SHALL BE PLACED IN 6" LAYERS SHALL BE PLACED IN 6" LAYERS BE PLACED IN 6" LAYERS BE PLACED IN 6" LAYERS PLACED IN 6" LAYERS PLACED IN 6" LAYERS IN 6" LAYERS IN 6" LAYERS 6" LAYERS 6" LAYERS LAYERS LAYERS (COMPACTED THICKNESS) AND SHALL BE THICKNESS) AND SHALL BE THICKNESS) AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE COMPACTED TO 100% OF MAXIMUM DENSITY TO 100% OF MAXIMUM DENSITY TO 100% OF MAXIMUM DENSITY 100% OF MAXIMUM DENSITY 100% OF MAXIMUM DENSITY OF MAXIMUM DENSITY OF MAXIMUM DENSITY MAXIMUM DENSITY MAXIMUM DENSITY DENSITY DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE CONTRACTOR SHALL PROVIDE ADEQUATE CONTRACTOR SHALL PROVIDE ADEQUATE SHALL PROVIDE ADEQUATE SHALL PROVIDE ADEQUATE PROVIDE ADEQUATE PROVIDE ADEQUATE ADEQUATE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES FILL BENEATH THE HAUNCHES FILL BENEATH THE HAUNCHES BENEATH THE HAUNCHES BENEATH THE HAUNCHES THE HAUNCHES THE HAUNCHES HAUNCHES HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS THE PIPE, USING MECHANICAL TAMPS THE PIPE, USING MECHANICAL TAMPS PIPE, USING MECHANICAL TAMPS PIPE, USING MECHANICAL TAMPS USING MECHANICAL TAMPS USING MECHANICAL TAMPS MECHANICAL TAMPS MECHANICAL TAMPS TAMPS TAMPS SUITABLE FOR THIS PURPOSE. THIS FOR THIS PURPOSE. THIS FOR THIS PURPOSE. THIS THIS PURPOSE. THIS THIS PURPOSE. THIS PURPOSE. THIS PURPOSE. THIS THIS THIS COMPACTION APPLIES TO THE MATERIAL APPLIES TO THE MATERIAL APPLIES TO THE MATERIAL TO THE MATERIAL TO THE MATERIAL THE MATERIAL THE MATERIAL MATERIAL MATERIAL PLACED BENEATH THE HAUNCHES OF THE BENEATH THE HAUNCHES OF THE BENEATH THE HAUNCHES OF THE THE HAUNCHES OF THE THE HAUNCHES OF THE HAUNCHES OF THE HAUNCHES OF THE OF THE OF THE THE THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A CONTRACTOR SHALL OBTAIN A CONTRACTOR SHALL OBTAIN A SHALL OBTAIN A SHALL OBTAIN A OBTAIN A OBTAIN A A A WELL-COMPACTED BED AND FILL ALONG THE BED AND FILL ALONG THE BED AND FILL ALONG THE AND FILL ALONG THE AND FILL ALONG THE FILL ALONG THE FILL ALONG THE ALONG THE ALONG THE THE THE SIDES OF THE PIPE AND TO A POINT OF THE PIPE AND TO A POINT OF THE PIPE AND TO A POINT THE PIPE AND TO A POINT THE PIPE AND TO A POINT PIPE AND TO A POINT PIPE AND TO A POINT AND TO A POINT AND TO A POINT TO A POINT TO A POINT A POINT A POINT POINT POINT INDICATING THE TOP OF SUB-GRADE THE TOP OF SUB-GRADE THE TOP OF SUB-GRADE TOP OF SUB-GRADE TOP OF SUB-GRADE OF SUB-GRADE OF SUB-GRADE SUB-GRADE SUB-GRADE MATERIAL.

AutoCAD SHX Text CONSTRUCTION NOTES 1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK " - MATERIAL OR WASHED AND GRADED LIMEROCK " - MATERIAL OR WASHED AND GRADED LIMEROCK " - OR WASHED AND GRADED LIMEROCK " - OR WASHED AND GRADED LIMEROCK " - WASHED AND GRADED LIMEROCK " - WASHED AND GRADED LIMEROCK " - AND GRADED LIMEROCK " - AND GRADED LIMEROCK " - GRADED LIMEROCK " - GRADED LIMEROCK " - LIMEROCK " - LIMEROCK " - " - 38" - - - 78" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU ADEQUACY AS EXISTING. UNSUITABLE IN-SITU ADEQUACY AS EXISTING. UNSUITABLE IN-SITU AS EXISTING. UNSUITABLE IN-SITU AS EXISTING. UNSUITABLE IN-SITU EXISTING. UNSUITABLE IN-SITU EXISTING. UNSUITABLE IN-SITU UNSUITABLE IN-SITU UNSUITABLE IN-SITU IN-SITU IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2. REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4. BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR DESIGN STANDARDS) SHALL BE PLACED IN TWO OR DESIGN STANDARDS) SHALL BE PLACED IN TWO OR STANDARDS) SHALL BE PLACED IN TWO OR STANDARDS) SHALL BE PLACED IN TWO OR SHALL BE PLACED IN TWO OR SHALL BE PLACED IN TWO OR BE PLACED IN TWO OR BE PLACED IN TWO OR PLACED IN TWO OR PLACED IN TWO OR IN TWO OR IN TWO OR TWO OR TWO OR OR OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYER THOROUGHLY ROLLED OR TAMPED TO THE LAYER THOROUGHLY ROLLED OR TAMPED TO THE THOROUGHLY ROLLED OR TAMPED TO THE THOROUGHLY ROLLED OR TAMPED TO THE ROLLED OR TAMPED TO THE ROLLED OR TAMPED TO THE OR TAMPED TO THE OR TAMPED TO THE TAMPED TO THE TAMPED TO THE TO THE TO THE THE THE SPECIFIED DENSITY. 5. * SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A * SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A AREA (SEE PLANS FOR LOCATION).

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 7, 2026.