Kirk Rd.over L-11 Canal Specific Purpose LWDD Survey (7-24-24) signed.cleaned.pdf

6 MB Posted

Attached to
Kirk Road Over LWDD L-11 Canal - Culvert Replacement
Solicitation number
IFB 360 2023502 4
Issued by
Palm Beach County, Florida

About this file

Written by GovTribe AI ·

This is a Specific Purpose/Topographic Survey document prepared by Brown & Phillips, Inc. for Palm Beach County, Florida, regarding the Kirk Road Over LWDD L-11 Canal Culvert Replacement project (Project No. 2023502). The survey was conducted to provide topographic and right-of-way information for the design of roadway improvements, with field work completed on August 14, 2023. The survey encompasses two baselines: Baseline A extends from Station 123+00 to Station 131+00 along Kirk Road, and Baseline B extends from Station 6+50 to Station 19+00 along Canal Road. The survey covers approximately 8 miles of mapping across sections in Township 44 South, Range 42-43 East in Palm Beach County. The survey was based on right-of-way information provided by Palm Beach County on July 27, 2023, and includes multiple revisions documented through July 23, 2024, with updates to the topography at the L-11 Canal crossing.

The survey meets Florida Administrative Code standards (Rule 5J-17.051-.053) and Palm Beach County Roadway Design Procedures Manual requirements as of January 2019. All field-measured control measurements exceeded Palm Beach County's accuracy requirements of 1:10,000. The expected horizontal and vertical precision varies by feature type: topographic features at 0.20 feet, constructed hard surfaces at 0.05 feet, and natural surfaces at 0.10 feet. Elevations are referenced to North American Vertical Datum of 1988 using Palm Beach County Benchmark "CON 27" at elevation 12.16 feet. The survey includes detailed documentation of utilities, drainage structures, curb inlets, catch basins, and existing culverts with invert elevations. The survey is specifically prepared for Civil Design, Inc. and Palm Beach County and is not valid for other uses without written consent of Brown & Phillips, Inc. No underground installations were located as part of this survey, and the document includes a surveyor's certificate signed by licensed surveyor John E. Phillips III.

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COUNTY OF PALM BEACH

STATE OF FLORIDA

BOARD OF COUNTY COMMISSIONERS

PROJECT NO. 2023502

SPECIFIC PURPOSE /

TOPOGRAPHIC SURVEY

KIRK ROAD OVER LWDD L-11 CANAL

CULVERT REPLACEMENT

BEGIN

BASELINE 'A'

STA:123+00

END

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STA:131+00

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CANAL RD

LAKE WORTH RD

NARCISSUS AVE

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STA: 19+00

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%%UVICINITY MAP

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

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AutoCAD SHX Text STATE OF FLORIDA No. 4826

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PROFESSIONAL LAND SURVEYOR

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JOHN E. PHILLIPS III

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DATE:

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PROFESSIONAL SURVEYING SERVICES

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CERTIFICATE OF AUTHORIZATION # LB 6473

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1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

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TELEPHONE 561-615-3988, 615-3991 FAX

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AUGUST, 2023

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PBCO ROADWAYS #3

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PBC_JOB_NO.

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SUR 1

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SUR 8

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MICHAEL A. BARNETT

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MACK BERNARD

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SARA BAXTER

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DISTRICT 1

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DISTRICT 2

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DISTRICT 4

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DISTRICT 3

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DISTRICT 7

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DISTRICT 6

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DISTRICT 5

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GREGG K. WEISS

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MARCI WOODWARD

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MARIA G. MARINO

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MARIA SACHS

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DRAWING FILE NAME:

AutoCAD SHX Text ABBREVIATIONS: P.O.C.- POINT OF COMMENCEMENT P.O.B. - POINT OF BEGINNING P.B. - PLAT BOOK RPB - ROAD PLAT BOOK ORB - OFFICIAL RECORD BOOK D.B. - DEED BOOK PG. - PAGE R/W - RIGHT-OF-WAY - CENTERLINE - BASELINE - BASELINE R - RADIUS Δ - CENTRAL ANGLE A - ARC LENGTH U.E. - UTILITY EASEMENT D.E. - DRAINAGE EASEMENT PBC - PALM BEACH COUNTY LWDD - LAKE WORTH DRAINAGE DISTRICT FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SEC. - SECTION 24/44/42 - SECTION 24, TOWNSHIP 44 SOUTH, RANGE 42 EAST 19/44/43 - SECTION 19, TOWNSHIP 44 SOUTH, RANGE 43 EAST (P) - PLAT DIMENSION (D) - DEED DIMENSION IR - IRON ROD IRC - IRON ROD WITH CAP AS NOTED C.M. - 4"x4" CONCRETE MONUMENT PRM - PERMANENT REFERENCE MONUMENT NTT - NAIL & TIN TAB N/D - NAIL & DISK PK - PARKER KALON NAD - NORTH AMERICAN DATUM NAVD - NORTH AMERICAN VERTICAL DATUM LB - LICENSED BUSINESS INV - INVERT EL. - ELEVATION CMP - CORRUGATED METAL PIPE CONC - CONCRETE RCP - REINFORCED CONCRETE PIPE HDPE - HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text SURVEY REPORT: 1. THIS IS A SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY, PREPARED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARDS OF PRACTICE SET FORTH IN RULE 5J-17.051 THROUGH 5J-17.053, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES AND THE STANDARDS SET FORTH FOR SPECIFIC PURPOSE/TOPOGRAPHIC SURVEYS IN THE PALM BEACH COUNTY ROADWAY DESIGN PROCEDURES MANUAL, DATED JANUARY 2019. THE FIELD WORK WAS COMPLETED ON AUGUST 14, 2023. 2. THE SURVEY WAS BASED ON THE INFORMATION CONTAINED IN THE RIGHT-OF-WAY INFORMATION PACKAGE PROVIDED BY PALM BEACH COUNTY, JULY 27, 2023, PROJECT NO.2023502 3. BEARINGS ARE BASED ON N01°40'47"E (GRID, NAD 83/1990 ADJUSTMENT) ALONG THE EAST LINE OF THE N.E.1/4 OF SECTION 24/44/42. 4. ALL FIELD-MEASURED CONTROL MEASUREMENTS EXCEEDED ACCURACY REQUIREMENTS OF 1:10,000 REQUIRED BY PALM BEACH COUNTY. 5. THE EXPECTED HORIZONTAL AND VERTICAL PRECISION OF ITEMS SHOWN ON THIS SURVEY ARE AS FOLLOWS: 1) TOPOGRAPHIC FEATURES - 0.20' 2) ELEVATIONS ON CONSTRUCTED HARD SURFACES (PAVEMENT, CONCRETE, ETC.) - 0.05' 3) ELEVATIONS ON NATURAL SURFACES (GROUND, DIRT, ETC.) - 0.10' 6. COMPUTED DISTANCES (C), WHERE SHOWN, ARE EITHER BASED ON UNDERLYING RECORD PLAT DATA OR ARE BASED ON FIELD MEASUREMENTS. 7. THE RIGHT-OF-WAY INFORMATION PROVIDED BY PALM BEACH COUNTY ON JULY 26, 2023, PROJECT NO.2023502, KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT, HAS BEEN REVIEWED BY THIS OFFICE. THIS OFFICE HAS FOUND NO GAPS, GORES, OVERLAPS, OR MISSING SEGMENTS IN THE RIGHT-OF-WAY CORRIDOR PROVIDED UNLESS OTHERWISE SHOWN ON THIS SURVEY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY THIS OFFICE. IT IS POSSIBLE THAT THERE ARE DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS RESTRICTIONS OR OTHER INSTRUMENTS WHICH COULD AFFECT THE SUBJECT PROPERTY WHICH ARE UNKNOWN TO THE SIGNING SURVEYOR AND ARE NOT SHOWN ON THIS SURVEY. 8. THIS SURVEY WAS PREPARED FOR THE SPECIFIC PURPOSE OF PROVIDING TOPOGRAPHIC AND RIGHT-OF-WAY PURPOSE OF PROVIDING TOPOGRAPHIC AND RIGHT-OF-WAY PURPOSE OF PROVIDING TOPOGRAPHIC AND RIGHT-OF-WAY INFORMATION TO CIVIL DESIGN, INC. FOR THE DESIGN OF ROADWAY IMPROVEMENTS. WAY IMPROVEMENTS. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. THIS SURVEY WAS PREPARED FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE: -CIVIL DESIGN INC. -PALM BEACH COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA THE USE OF THE DATA SHOWN HEREON BY ANY OTHER PARTY SHALL BE AT THE RISK OF THE USER. 11. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=40', ON 11"x 17" SHEETS. 12. THE UNDERLYING 2023 PALM BEACH COUNTY AERIAL PHOTO IS SHOWN FOR INFORMATION ONLY AND IS NOT A PART OF THIS SURVEY. 13. SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATION. 14. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY. 15. ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, AND ARE REFERENCED TO PALM BEACH COUNTY BENCHMARK "CON 27", ELEVATION=12.16. 16. DENOTES SPOT ELEVATION, REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988. 17. STATE PLANE COORDINATES A. COORDINATES SHOWN ARE GRID B. DATUM - NAD 83, 1990 ADJUSTMENT C. ZONE - FLORIDA EAST D. LINEAR UNIT - US SURVEY FOOT E. COORDINATE SYSTEM 1983/1990 STATE PLANE F. TRANSVERSE MERCATOR PROJECTION G. ALL DISTANCES ARE GROUND, UNLESS NOTED OTHERWISE H. SCALE FACTOR - 1.0000392 I. GROUND DISTANCE X SCALE FACTOR=GRID DISTANCE J. ROTATION EQUATION: NONE 18. © COPYRIGHT 2023 BY BROWN & PHILLIPS, INC. COPYRIGHT 2023 BY BROWN & PHILLIPS, INC. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND STAMP, OR A DIGITALLY VERIFIED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY BROWN & PHILLIPS, INC.

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AutoCAD SHX Text SURVEYOR'S CERTIFICATE: WE HEREBY CERTIFY THAT THE ATTACHED SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J-17.051-.053, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES, AND THE STANDARDS SET FORTH FOR SPECIFIC PURPOSE/TOPOGRAPHIC SURVEYS IN THE PALM BEACH COUNTY ROADWAY DESIGN PROCEDURES MANUAL, DATED JANUARY 2019, AND THAT THE MAP IS A TRUE AND CORRECT REPRESENTATION OF THE LAND SURVEYED UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION. BROWN & PHILLIPS, INC. BY:

AutoCAD SHX Text SECTION 24, TOWNSHIP 44 SOUTH, RANGE 42 EAST and SECTION 19, TOWNSHIP 44 SOUTH, RANGE 43 EAST PALM BEACH COUNTY, FLORIDA

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11/14/23 COUNTY COMMENTS

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DKN

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1/31/24 COUNTY COMMENTS

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3/25/24 COUNTY COMMENTS

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UPDATED TOPO @ L-11 CROSSING

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LEGEND

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SPECIFIC PURPOSE /

TOPOGRAPHIC SURVEY

KIRK ROAD OVER LWDD L-11 CANAL

CULVERT REPLACEMENT

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BENCHMARK

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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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ASPHALT

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BUILDING

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CONCRETE

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IRRIGATION VALVE

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BRICK

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MAILBOX

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MANHOLE SANITARY

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MANHOLE DRAINAGE

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MD

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SIGN

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CURB INLET

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PALM TREE

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METAL GUARDRAIL

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BROKEN ASPHALT

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SWALE

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FIBER OPTIC MARKER

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WALL

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PIPE (PVC)

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SHELL ROCK

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%%UKEY PLAN

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NOT TO SCALE

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SUR 4

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SUR 5

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SUR 3 PANEL B

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

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PROFESSIONAL SURVEYING SERVICES

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CERTIFICATE OF AUTHORIZATION # LB 6473

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1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

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TELEPHONE 561-615-3988, 615-3991 FAX

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PBCO ROADWAYS #3

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PBC_JOB_NO.

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SUR 2

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BEGIN BASELINE 'B' STA. 6+50

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END BASELINE 'B' STA. 19+00

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CANAL ROAD

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NARCISSUS AVENUE

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RUTH ROAD

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CORRIGAN COURT

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39TH AVENUE SOUTH

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SUR 6

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BEGIN BASELINE 'A' STA. 123+00

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END BASELINE 'A' STA. 131+00

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KIRK ROAD

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KIRK ROAD OVER LWDD L-11 CANAL

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KIRK RD.

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BENCHMARK NTT ELEV.=17.23 N:834224.27 E:948542.56 STA:128+57.85 6.80'R

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LOT 33

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LOT 19

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ORB 30243 PG.118 70-43-44-19-10-000-0100

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N.E. CORNER 24/44/42 (NOT FOUND) PBC POSITION: N836736.382 E948609.408

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INV W ±16" CMP:13.63

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INV N:12.68

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INV S:12.62

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END BASELINE 'A' 131+00 N834466.601 E948542.841

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N52°02'25"E 3549.98'3550.12'(GRID)

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N01°40'47"E 2270.67'2270.76'(GRID)

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LOT 17

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EAST R/W

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WEST R/W

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RIP-RAP HEADWALL

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SM

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GRATE:16.42 INV N:8.15 INV SW 36" RCP:8.17 BTM:7.15

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GRATE:15.96 INV N:7.95 INV S:8.12 BTM:7.87

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KIRK RD.

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BENCHMARK NTT ELEV.=17.02 N:833796.16 E:948540.60 STA:124+29.86 17.38'R

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SUNNY BROOK ACRES P.B.23 PG.182 LOT 24

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

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2.5' PUBLIC U.E. (P.B.23 PG.182)

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2.5' PUBLIC U.E. (P.B.23 PG.182)

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SUNNY BROOK ACRES P.B.23 PG.182 LOT 25

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LOT 24

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A PORTION OF LOT 12 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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R/W PARCEL NO.124 (ORB 7751 PG.1092)

AutoCAD SHX Text 32.35' N87°32'16"W

AutoCAD SHX Text N01°40'25"E 36.64'

AutoCAD SHX Text 61.99'

AutoCAD SHX Text Δ=90°47'19" A=39.61' R=25.00'

AutoCAD SHX Text

ORB 30569 PG.1234 PG.1234 70-43-44-19-11-003-0122

AutoCAD SHX Text

A PORTION OF LOT 12 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

AutoCAD SHX Text

ORB 29431 PG.888 PG.888 70-43-44-19-11-003-0127

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ORB 33596 PG.1830 70-42-44-24-19-000-0011

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33' R/W D.B.824 PG.298

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PALM BEACH COUNTY PROPERTY ORB 8199 PG.931 PG.931 70-42-44-24-19-000-0220

AutoCAD SHX Text

PALM BEACH COUNTY PROPERTY ORB 7818 PG.891 PG.891 70-42-44-24-19-000-0250

AutoCAD SHX Text 124+88.27

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N01°40'25"E EAST LINE OF THE S.E.1/4 24/44/42 WEST LINE OF THE S.W.1/4 19/44/43

AutoCAD SHX Text 90°47'19"(P)

AutoCAD SHX Text 138'(P)

AutoCAD SHX Text 138'(P)

AutoCAD SHX Text

2685.29' 2685.40'(GRID)

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S.E. CORNER 24/44/42 (NOT FOUND) PBC POSITION: N831367.813 E948452.259

AutoCAD SHX Text

PROPANE TANK

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BEGIN BASELINE 'A' 123+00 N833666.912 E948519.431

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S01°40'25"W 2299.99'2300.08'(GRID)

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BASELINE 'A'

AutoCAD SHX Text N01°40'25"E

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WEST R/W

AutoCAD SHX Text N01°40'25"E

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EAST R/W

AutoCAD SHX Text N01°40'25"E

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AutoCAD SHX Text 15"

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SM

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SCALE: 1" = 40'

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SEE SUR 4

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ENGINEERING AND PUBLIC WORKS

AutoCAD SHX Text

ROADWAY PRODUCTION

AutoCAD SHX Text

WEST PALM BEACH, FLORIDA

AutoCAD SHX Text

P.O. BOX 21229

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PALM BEACH COUNTY

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AutoCAD SHX Text A

AutoCAD SHX Text

BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

AutoCAD SHX Text

PROFESSIONAL SURVEYING SERVICES

AutoCAD SHX Text

CERTIFICATE OF AUTHORIZATION # LB 6473

AutoCAD SHX Text

1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

AutoCAD SHX Text

TELEPHONE 561-615-3988, 615-3991 FAX

AutoCAD SHX Text Scale:

AutoCAD SHX Text Checked:

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JEP

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JEP

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AUGUST, 2023

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text Pages

AutoCAD SHX Text

PBCO ROADWAYS #3

AutoCAD SHX Text 7-12

AutoCAD SHX Text Sheet:

AutoCAD SHX Text Project No. 23-081

AutoCAD SHX Text

PBC_JOB_NO.

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SUR 3

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SUR 8

AutoCAD SHX Text Of:

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SEE SUR 4

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PANEL A

PANEL B

KIRK ROAD OVER LWDD L-11 CANAL

CULVERT REPLACEMENT

SPECIFIC PURPOSE /

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GRATE:16.10 INV N:8.38 INV S:8.31 BTM:7.88

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GRATE:15.96 INV N:7.95 INV S:8.12 BTM:7.87

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GRATE:16.90 INV N 36" RCP:8.34 INV S:8.15 BTM:7.88

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GRATE:15.35 INV E:13.75 BTM:14.00

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KIRK RD.

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AutoCAD SHX Text E

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BENCHMARK ND ELEV.=16.85 N:834047.67 E:948547.54 STA:126+81.39 17.01'R

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BON-AIR ACRES P.B.23 PG.187 A PORTION OF LOT 33

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5' PUBLIC U.E. (P.B.23 PG.187)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 40'(P)

AutoCAD SHX Text 20'(P)

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E.-W. 1/4 SECTION LINE 24/44/42

AutoCAD SHX Text N87°34'43"W

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N01°40'47"E EAST LINE OF THE N.E.1/4 24/44/42

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WEST LINE OF THE N.W.1/4 19/44/43

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E.1/4 CORNER 24/44/42 NOT FOUND PBC POSITION: N834052.063 E948530.684

AutoCAD SHX Text 52'(P)

AutoCAD SHX Text

SUNNY BROOK ACRES P.B.23 PG.182 LOT 1

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5' PUBLIC U.E. (P.B.23 PG.182)

AutoCAD SHX Text 40'(P)

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

AutoCAD SHX Text 20'(P)

AutoCAD SHX Text 20'(P)

AutoCAD SHX Text

LWDD (P.B.23 PG.187) & (P.B.5 PG.76)

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LWDD (P.B.23 PG.182)

AutoCAD SHX Text 33'(P)

AutoCAD SHX Text 50'(P)

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LOT 33

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LOT 33

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BON-AIR ACRES P.B.23 PG.187 E 1/2 LOT 31 & LOT 32

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R/W PARCEL NO.125 (ORB 7701 PG.1519)

AutoCAD SHX Text 6.51'

AutoCAD SHX Text 7.00'

AutoCAD SHX Text N01°40'25"E 40.53'

AutoCAD SHX Text N02°56'01"E 22.48'

AutoCAD SHX Text 63.01'

AutoCAD SHX Text

R/W PARCEL NO.126 (ORB 7751 PG.878)

AutoCAD SHX Text N01°40'47"E 116.11'

AutoCAD SHX Text N87°34'43"W 4.82'

AutoCAD SHX Text N87°37'07"W 27.55'

AutoCAD SHX Text R=25.00' Δ=90°32'03" A=39.50'

AutoCAD SHX Text

LOT 33

AutoCAD SHX Text

R/W PARCEL NO.124 (ORB 7751 PG.1092)

AutoCAD SHX Text 32.35' N87°32'16"W

AutoCAD SHX Text N01°40'25"E 36.64'

AutoCAD SHX Text 61.99'

AutoCAD SHX Text Δ=90°47'19" A=39.61' R=25.00'

AutoCAD SHX Text

LOT 11 KIRKVIEW P.B.24 PG.13

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ORB 29973 PG.912 70-43-44-19-10-000-0110

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ORB 30243 PG.118 70-43-44-19-10-000-0100

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ORB 32729 PG.1691 70-42-44-24-19-000-0012

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ORB 32948 PG.960 00-42-44-24-03-000-0331

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ORB 33596 PG.1830 70-42-44-24-19-000-0011

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33' R/W D.B.824 PG.298

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35' R/W D.B.832 PG.241

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50' R/W (D.B.1018 PG.559)

AutoCAD SHX Text 29.92'

AutoCAD SHX Text 20.37'

AutoCAD SHX Text N86°26'48"W 131.23'

AutoCAD SHX Text

CANAL ROAD (RPB 12 PG.45) (RPB 12 PG.45) (WIDTH VARIES)

AutoCAD SHX Text 124+88.27

AutoCAD SHX Text 125'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 126+85.30/10+00

AutoCAD SHX Text

2685.36' 2685.47'(GRID)

AutoCAD SHX Text 197.03'(C)

AutoCAD SHX Text 161.14'(C)

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INV W ±16" CMP:13.63

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RIM:17.58 INV NW:8.33 INV S:8.11 BTM:6.64

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RIM:16.80 INV SE (RECESSED):7.47 INV W:7.74 BTM:7.68 (CAN'T FIND EAST INVERT)

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INV S:13.08

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INV N:12.73

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INV S:12.36

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INV N:12.68

AutoCAD SHX Text 90°42'06"(P)

AutoCAD SHX Text

TOP OF WATER ELEV.=±9.6ON 7/11/23

AutoCAD SHX Text S74°01'35"E 2.76'

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BEGIN BASELINE 'B' 6+50 N834066.851 E948180.983

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BASELINE 'A'

AutoCAD SHX Text N01°40'25"E

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N08°45'16"E 2690.74'2690.85'(GRID)

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S.E. CORNER 24/44/42 (NOT FOUND) PBC POSITION: N831367.813 E948452.259

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S05°44'22"E 2712.53'2712.64'(GRID)

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BASELINE 'A'

AutoCAD SHX Text N01°40'25"E

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BASELINE 'B'

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EAST R/W

AutoCAD SHX Text N01°40'25"E

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WEST R/W

AutoCAD SHX Text N01°40'47"E

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LWDD L-11 CANAL

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SM

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AutoCAD SHX Text 9"

AutoCAD SHX Text 11"

AutoCAD SHX Text 9"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

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RIM:17.52 INV E:6.00 INV S:6.03

AutoCAD SHX Text INV:4.67 48"x72" ELLIPTICAL CMP

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SM

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MD

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MD

AutoCAD SHX Text

SM

AutoCAD SHX Text

MD

AutoCAD SHX Text RIM:16.66 INV N:9.52 INV SE 36" RCP:7.76 INV W (RECESSED):7.12 BTM:7.03 (CAN'T FIND EAST INVERT)

AutoCAD SHX Text S87°34'43"E 350.00'

AutoCAD SHX Text N79°42'43"W3.33'

AutoCAD SHX Text N02°54'56"E 90.87'

AutoCAD SHX Text 112.5'(D)

AutoCAD SHX Text 80'(D)

AutoCAD SHX Text 86.18'(D)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text

SUNNY BROOK ACRES P.B.23 PG.182 LOT 3

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

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LOT 2

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LOT 4

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LOT 5

AutoCAD SHX Text

ORB 34382 PG.227 70-42-44-24-19-000-0050

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ORB 30276 PG.33 70-42-44-24-19-000-0040

AutoCAD SHX Text

ORB 25261 PG.1527 70-42-44-24-19-000-0030

AutoCAD SHX Text

ORB 34382 PG.227 00-42-44-24-03-000-0332

AutoCAD SHX Text

ORB 14723 PG.1963 70-42-44-24-03-000-0311

AutoCAD SHX Text INV:7.26 BTM of STRUCTURE INCONSISTENT & COVERED IN SEDIMENT

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SCALE: 1" = 40'

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SEE SUR 5

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

AutoCAD SHX Text

PROFESSIONAL SURVEYING SERVICES

AutoCAD SHX Text

CERTIFICATE OF AUTHORIZATION # LB 6473

AutoCAD SHX Text

1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

AutoCAD SHX Text

TELEPHONE 561-615-3988, 615-3991 FAX

AutoCAD SHX Text Scale:

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ML

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JEP

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JEP

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AUGUST, 2023

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text Pages

AutoCAD SHX Text

PBCO ROADWAYS #3

AutoCAD SHX Text 7-12

AutoCAD SHX Text Sheet:

AutoCAD SHX Text Project No. 23-081

AutoCAD SHX Text

PBC_JOB_NO.

AutoCAD SHX Text

SUR 4

AutoCAD SHX Text

SUR 8

AutoCAD SHX Text Of:

AutoCAD SHX Text 2023502

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SEE SUR 3 PANEL B

SEE SUR 3 PANEL A

CULVERT REPLACEMENT

SPECIFIC PURPOSE /

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GRATE:17.23 INV N:12.26 INV S:13.19 BTM:11.36

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GRATE:17.93 INV NE:12.08 BTM:10.19

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INV S:11.74

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BENCHMARK NAIL ELEV.=19.07 N:833984.87 E:949018.81 STA:14+90.06 50.83'R

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BENCHMARK IRC ELEV.=17.91 N:834007.47 E:948772.76 STA:12+43.42 36.46'R

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BENCHMARK ND ELEV.=16.85 N:834047.67 E:948547.54 STA:126+81.39 17.01'R

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E.-W. 1/4 SECTION LINE 19/44/43

AutoCAD SHX Text S88°05'38"E

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5' EASEMENT (P.B.24 PG.13)

AutoCAD SHX Text 21'(P)

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LWDD (P.B.24 PG.13)

AutoCAD SHX Text 50'(P)

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LWDD (P.B.18 PG.38)

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LOT 11 KIRKVIEW P.B.24 PG.13

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LOT 12 KIRKVIEW P.B.24 PG.13

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LOT 13

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A PORTION OF LOT 11 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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A PORTION OF LOT 12 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

AutoCAD SHX Text

ORB 26949 PG.1074 70-43-44-19-11-003-0121

AutoCAD SHX Text

ORB 30078 PG.1853 70-43-44-19-11-003-0130

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A PORTION OF LOT 12 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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ORB 30078 PG.1851 70-43-44-19-11-003-0131

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A PORTION OF LOT 12 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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10' ROAD EASEMENT ORB 30078 PG.1851

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ORB 33191 PG.158 70-43-44-19-11-003-0112

AutoCAD SHX Text 30'(D)

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40' GAP BETWEEN DEEDS PROBABLE ROAD R/W OR EASEMENT

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ORB 32078 PG.797 70-43-44-19-11-003-0113

AutoCAD SHX Text 39th AVENUE SOUTH

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ORB 33205 PG.1585 70-43-44-19-10-000-0130

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ORB 21805 PG.1051 70-43-44-19-10-000-0120

AutoCAD SHX Text

ORB 29973 PG.912 70-43-44-19-10-000-0110

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LOT 11 KIRKVIEW P.B.24 PG.13

AutoCAD SHX Text

ORB 29973 PG.912 70-43-44-19-10-000-0110

AutoCAD SHX Text

LOT 11 KIRKVIEW P.B.24 PG.13

AutoCAD SHX Text

ORB 29973 PG.912 70-43-44-19-10-000-0110

AutoCAD SHX Text S85°21'15"E 300.87'

AutoCAD SHX Text S84°30'23"E 135.58'

AutoCAD SHX Text S84°10'24"E 66.77'

AutoCAD SHX Text N86°26'48"W 131.23'

AutoCAD SHX Text N85°26'04"W 87.81'

AutoCAD SHX Text N85°19'05"W 154.53'

AutoCAD SHX Text N83°42'09"W 57.10'

AutoCAD SHX Text N83°30'14"W 70.68'

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51.48' LWDD CHANCERY CASE 407 (ORB 6495 PG..761) PER RPB 12 PG.45

AutoCAD SHX Text 80'

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CANAL ROAD (RPB 12 PG.45) (RPB 12 PG.45) (WIDTH VARIES)

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CANAL ROAD (RPB 12 PG.45) (RPB 12 PG.45) (WIDTH VARIES)

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NORTH LINE OF BLOCK 3 (P.B.18 PG.38)

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NORTH LINE OF BLOCK 3 (P.B.18 PG.38)

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SOUTH LOT LINE (P.B.24 PG.13)

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SOUTH LOT LINE (P.B.24 PG.13)

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GRATE:17.68 BTM:16.84

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BASELINE 'B'

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LWDD L-11 CANAL

AutoCAD SHX Text 14"

AutoCAD SHX Text 14"

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AutoCAD SHX Text 18"

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AutoCAD SHX Text INV:4.67 48"x72" ELLIPTICAL CMP

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SM

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SM

AutoCAD SHX Text RIM:16.66 INV N:9.52 INV SE 36" RCP:7.76 INV W (RECESSED):7.12 BTM:7.03 (CAN'T FIND EAST INVERT)

AutoCAD SHX Text S88°05'38"E 900.00'

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N. R/W OF LWDD L-11 CANAL

AutoCAD SHX Text

S. R/W OF LWDD L-11 CANAL

AutoCAD SHX Text 63' R/W

AutoCAD SHX Text S88°05'38"E

AutoCAD SHX Text S88°05'38"E

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 8'

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(ORB 31166, PG.529)

AutoCAD SHX Text 92.5'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 292.82'(P)

AutoCAD SHX Text R/W

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LWDD L-11 CANAL

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SCALE: 1" = 40'

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SEE SUR 6

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ENGINEERING AND PUBLIC WORKS

AutoCAD SHX Text

ROADWAY PRODUCTION

AutoCAD SHX Text

WEST PALM BEACH, FLORIDA

AutoCAD SHX Text

P.O. BOX 21229

AutoCAD SHX Text

PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

AutoCAD SHX Text

PROFESSIONAL SURVEYING SERVICES

AutoCAD SHX Text

CERTIFICATE OF AUTHORIZATION # LB 6473

AutoCAD SHX Text

1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

AutoCAD SHX Text

TELEPHONE 561-615-3988, 615-3991 FAX

AutoCAD SHX Text Scale:

AutoCAD SHX Text Checked:

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JEP

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JEP

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AUGUST, 2023

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text Pages

AutoCAD SHX Text

PBCO ROADWAYS #3

AutoCAD SHX Text 7-12

AutoCAD SHX Text Sheet:

AutoCAD SHX Text Project No. 23-081

AutoCAD SHX Text

PBC_JOB_NO.

AutoCAD SHX Text

SUR 5

AutoCAD SHX Text

SUR 8

AutoCAD SHX Text Of:

AutoCAD SHX Text 2023502

SEE SUR 4

SPECIFIC PURPOSE /

TOPOGRAPHIC SURVEY

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GRATE:18.02 INV N:11.69 INV S:13.30 INV SW:11.7 BTM:9.97

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GRATE:15.98 INV N:11.51 INV S:11.51 BTM:9.83

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GRATE:16.70 INV E:14.87 BTM:14.92

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GRATE:16.54 INV N:11.73 INV S:11.71 INV W:14.89 BTM:11.71

AutoCAD SHX Text

BENCHMARK IRC ELEV.=16.24 N:833970.11 E:949367.36 STA:18+38.93 54.09'R

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BENCHMARK NAIL ELEV.=19.07 N:833984.87 E:949018.81 STA:14+90.06 50.83'R

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LOT 17 KIRKVIEW P.B.24 PG.13

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LOT 18

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LOT 16

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LOT 15

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LOT 14

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LOT 13

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E.-W. 1/4 SECTION LINE 19/44/43

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LWDD (P.B.24 PG.13)

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LWDD (P.B.18 PG.38)

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A PORTION OF LOT 10 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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A PORTION OF LOT 11 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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ORB 29471 PG.1925 70-43-44-19-11-003-0146

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40' GAP BETWEEN DEEDS PROBABLE ROAD R/W OR EASEMENT

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ORB 29471 PG.1922 70-43-44-19-11-003-0145

AutoCAD SHX Text 25'(D)

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ORB 29471 PG.1922 70-43-44-19-11-003-0145

AutoCAD SHX Text 39th AVENUE SOUTH

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ORB 30264 PG.324 70-43-44-19-11-003-0105

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A PORTION OF LOT 9 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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ORB 29406 PG.462 70-43-44-19-11-003-0094

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CORRIGAN COURT

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A PORTION OF LOT 9 BLOCK 3 LAKEWOOD GARDENS, PLAT NO.1 P.B.18 PG.38

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ORB 33295 PG.541 70-43-44-19-11-003-0095

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ORB 12109 PG.1652 70-43-44-19-10-000-0180

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ORB 34134 PG.564 70-43-44-19-10-000-0170

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ORB 29354 PG.739 70-43-44-19-10-000-0160

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ORB 31026 PG.836 70-43-44-19-10-000-0150

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ORB 16350 PG.1443 70-43-44-19-10-000-0140

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ORB 33205 PG.1585 70-43-44-19-10-000-0130

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5' EASEMENT (P.B.24 PG.13)

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5' EASEMENT (P.B.24 PG.13)

AutoCAD SHX Text S84°10'24"E 66.77'

AutoCAD SHX Text S85°47'10"E 250.87'

AutoCAD SHX Text S86°16'00"E 74.43'

AutoCAD SHX Text S88°27'48"E 74.28'

AutoCAD SHX Text N86°05'51"W 64.99'

AutoCAD SHX Text N85°17'21"W 76.63'

AutoCAD SHX Text N85°07'25"W 108.77'

AutoCAD SHX Text N86°01'23"W 75.95'

AutoCAD SHX Text N88°14'53"W 76.18'

AutoCAD SHX Text N83°30'14"W 70.68'

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N86°26'40"W (RPB) 71.22' N87°24'23"W (C) 71.15'

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51.48' LWDD CHANCERY CASE 407 (ORB 6495 PG..761) PER RPB 12 PG.45

AutoCAD SHX Text S88°05'38"E

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CANAL ROAD (RPB 12 PG.45) (RPB 12 PG.45) (WIDTH VARIES)

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CANAL ROAD (RPB 12 PG.45) (RPB 12 PG.45) (WIDTH VARIES)

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NORTH LINE OF BLOCK 3 (P.B.18 PG.38)

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SOUTH LOT LINE (P.B.24 PG.13)

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SPEEDBUMP

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INV S:11.46

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INV S:11.21

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END BASELINE 'B' 19+00 N834022.128 E949430.359

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N36°01'46"E 3249.72'3249.83'(GRID)

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N17°15'10"W 2831.52'2831.63'(GRID)

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BASELINE 'B'

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LWDD L-11 CANAL

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SM

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SM

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SM

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N. R/W OF LWDD L-11 CANAL

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S. R/W OF LWDD L-11 CANAL

AutoCAD SHX Text 63' R/W

AutoCAD SHX Text S88°05'38"E

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(ORB 31166, PG.529)

AutoCAD SHX Text S88°05'38"E 900.00'

AutoCAD SHX Text 93.14'(P)

AutoCAD SHX Text 92.5'(P)

AutoCAD SHX Text 92.5'(P)

AutoCAD SHX Text 92.5'(P)

AutoCAD SHX Text 92.5'(P)

AutoCAD SHX Text 92.5'(P)

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SCALE: 1" = 40'

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

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PROFESSIONAL SURVEYING SERVICES

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CERTIFICATE OF AUTHORIZATION # LB 6473

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1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

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TELEPHONE 561-615-3988, 615-3991 FAX

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JEP

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JEP

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AUGUST, 2023

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PBCO ROADWAYS #3

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AutoCAD SHX Text Sheet:

AutoCAD SHX Text Project No. 23-081

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PBC_JOB_NO.

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SUR 6

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SUR 8

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AutoCAD SHX Text 2023502

SEE SUR 5

SPECIFIC PURPOSE /

TOPOGRAPHIC SURVEY

STA: 123+00 BASELINE "A"

BEGIN BASE LINE "A"

STA: 124+88.27 BASELINE "A"

STA: 126+85.30 BASELINE "A" &

STA: 10+00 BASELINE "B"

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BASELINE "A"

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KIRK ROAD

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BASELINE "A"

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KIRK ROAD

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NARCISSUS AVE

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BASELINE "B"

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KIRK ROAD

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LWDD L-11 CANAL

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SCALE: 1" = 40'

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

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PROFESSIONAL SURVEYING SERVICES

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CERTIFICATE OF AUTHORIZATION # LB 6473

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1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

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TELEPHONE 561-615-3988, 615-3991 FAX

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JEP

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JEP

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AUGUST, 2023

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AutoCAD SHX Text Pages

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PBCO ROADWAYS #3

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AutoCAD SHX Text Sheet:

AutoCAD SHX Text Project No. 23-081

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PBC_JOB_NO.

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SUR 7

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SUR 8

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2023502

SPECIFIC PURPOSE /

TOPOGRAPHIC SURVEY

STA: 128+44 BASELINE "A"

STA: 130+33.59 BASELINE "A" &

131+00 END OF BASELINE "A"

STA: 19+00 BASELINE "B"

END BASELINE "B"

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BASELINE "A"

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KIRK ROAD

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RUTH ROAD

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BASELINE "A"

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KIRK ROAD

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7TH AVE N.

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BASELINE "B"

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CANAL ROAD

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SCALE: 1" = 40'

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ENGINEERING AND PUBLIC WORKS

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ROADWAY PRODUCTION

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WEST PALM BEACH, FLORIDA

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P.O. BOX 21229

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PALM BEACH COUNTY

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BROWN & PHILLIPS, INC.

AutoCAD SHX Text E-Mail: info@brown-phillips.com

AutoCAD SHX Text B&P Project No. 23-081

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PROFESSIONAL SURVEYING SERVICES

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CERTIFICATE OF AUTHORIZATION # LB 6473

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1860 OLD OKEECHOBEE ROAD, SUITE 509, W.P.B., FL. 33409

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TELEPHONE 561-615-3988, 615-3991 FAX

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ML

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JEP

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JEP

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AUGUST, 2023

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PBCO ROADWAYS #3

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AutoCAD SHX Text Project No. 23-081

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PBC_JOB_NO.

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SUR 8

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SUR 8

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2023502

Sheets and Views
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 1
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 2
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 3
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 4
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 5
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 6
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 7
23-081 Kirk Rd. over L-11 Canal Specific Purpose Survey-SUR 8
2024-11-12T14:07:35-0500
John E Phillips

File details come from the government source that posted it. Updated .