2019803 Specific Survey.pdf
PDF 9 MB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 3
- Issued by
- Palm Beach County, Florida
About this file
This file is a Sketch of Specific Purpose and Topographic Survey prepared by Brown & Phillips, Inc., a professional surveying firm, for Palm Beach County, Florida, specifically for Project No. 2019803 involving County Road 880 and Sam Senter Road over the South Florida Water Management District (SFWMD) Ocean Canal. The survey was conducted to provide topographic and right-of-way information to Stanley Consultants, Inc. for the design of roadway improvements along CR 880 between station 171+50 and 222+00, spanning approximately 5,050 linear feet. The field work was completed on October 1, 2021, and the survey was prepared in accordance with Florida Administrative Code Rule 5J-17.051 through 5J-17.053 and the Palm Beach County Roadway Design Procedures Manual dated January 2019. The survey covers sections 3 and 4 of Township 44 South, Range 38 East, and includes hiatus lots 3 and 4 lying between townships 43 and 44, Range 38 East in Palm Beach County, Florida.
The survey established baseline and right-of-way information based on Road Plat Book 7, Page 186, with horizontal positions referenced to SFWMD cross canal and ocean canal specific purpose surveys. All field-measured control measurements exceeded accuracy requirements of 1:10,000 as mandated by Palm Beach County, with expected horizontal and vertical precision ranging from 0.05 feet for constructed hard surfaces to 0.20 feet for topographic features. The survey is not valid for uses other than roadway design and is limited to the parties listed: Stanley Consultants, Inc. and Palm Beach County. The surveyor, John E. Phillips III, a Florida licensed professional surveyor with State License No. 4826, certified that the survey meets all applicable standards and is a true and correct representation of the land surveyed. Elevations are referenced to the North American Vertical Datum of 1988, with Palm Beach County benchmark "INDEX" at elevation 16.568 feet serving as the reference point.
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COUNTY OF PALM BEACH
STATE OF FLORIDA
BOARD OF COUNTY COMMISSIONERS
PROJECT NO. 2019803
SKETCH OF SPECIFIC PURPOSE
AND TOPOGRAPHIC SURVEY
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
SR
U S
CR 880
GATOR BLVD
HWY 27
PROJECT BEGIN
STA:171+50
PROJECT END
STA:222+00CR
SR 80
US 441
SAM SENTER RD
SR 80
US 441
U S
U
S
CR 880
BROWN'S FARM RD
S d r a w i n g f i l e s
C
R
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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 PAPA - PALM BEACH COUNTY PROPERTY APPRAISER FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SFWMD - SOUTH FLORIDA WATER MANAGEMENT DISTRICT C.R. - COUNTY ROAD SEC. - SECTION CCR - CERTIFIED CORNER RECORD /44/38 - TOWNSHIP 44 SOUTH, RANGE 38 EAST (P) - PLAT DIMENSION (D) - DEED DIMENSION (G) - GROUND DISTANCE IR - IRON ROD IRC - IRON ROD WITH CAP AS NOTED C.M. - 4"x4" CONCRETE MONUMENT N/D - NAIL & DISK NTT - NAIL & TIN TAB MND - MAG NAIL & DISK PK - PARKER KALON NAD - NORTH AMERICAN DATUM NAVD - NORTH AMERICAN VERTICAL DATUM LB - LICENSED BUSINESS INV - INVERT CMP - CORRUGATED METAL PIPE CONC - CONCRETE RCP - REINFORCED CONCRETE PIPE HDPE - HIGH DENSITY POLYETHYLENE PIPE EL. OR ELEV. - ELEVATION
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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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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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SUR 1
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DAVE KERNER
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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: 21-099 CR 880 & SAM SENTER TOPO
AutoCAD SHX Text SECTIONS 3 AND 4, TOWNSHIP 44 SOUTH, RANGE 38 EAST AND HIATUS LOTS 3 AND 4, LYING BETWEEN TOWNSHIPS 43 AND 44, RANGE 38 EAST PALM BEACH COUNTY, FLORIDA
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AutoCAD SHX Text SURVEY REPORT: 1. THIS IS A SPECIFIC PURPOSE AND 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 AND TOPOGRAPHIC SURVEYS IN THE PALM BEACH COUNTY ROADWAY DESIGN PROCEDURES MANUAL, DATED JANUARY 2019. THE FIELD WORK WAS COMPLETED ON OCTOBER 1, 2021. 2. THE SURVEY WAS BASED ON THE INFORMATION CONTAINED IN THE RIGHT-OF-WAY INFORMATION PACKAGE PROVIDED BY PALM BEACH COUNTY, JULY 20, 2021, PROJECT NO.2019803, CR880, SAM SENTER RD OVER SFWMD OCEAN CANAL. 3. BEARINGS ARE BASED ON N89°54'24"E (GRID, NAD 83/1990 ADJUSTMENT) ALONG THE NORTH LINE OF SECTION 3/44/38, BETWEEN CERTIFIED CORNER RECORDS 62154 (N.E. CORNER OF SECTION 4) AND 62151 (N.E. CORNER OF SECTION 3), AND ARE REFERENCED TO A BEARING OF N32°19'53"E BETWEEN FOUND NGS DISK "PB 64" AND FOUND PBC BRASS DISK "INDEX". 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 20, 2021, PROJECT NO.2019803, 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 STANLEY CONSULTANTS, 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: -STANLEY CONSULTANTS, 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 2020 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 "INDEX", ELEVATION=16.568. 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 - 0.9999672 I. GROUND DISTANCE X SCALE FACTOR=GRID DISTANCE J. ROTATION EQUATION: NONE 18. © COPYRIGHT 2021 BY BROWN & PHILLIPS, INC. COPYRIGHT 2021 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.
AutoCAD SHX Text SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SPECIFIC AND 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 AND 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 NOTE: THE BASELINE AND RIGHT-OF-WAY OF CR 880 WAS ESTABLISHED PER ROAD PLAT BOOK 7, PAGE 186, STATE ROAD DEPARTMENT R/W MAP PROJ. 891. HORIZONTAL POSITIONS HELD ARE REFERENCED TO SFWMD CROSS CANAL SPECIFIC PURPOSE SURVEY, "S-5A DIVERSION CROSS CANAL", DRAWING NO.L-13-100, DATED DEC. 30, 1997, AND SFWMD OCEAN CANAL SPECIFIC PURPOSE SURVEY, "S-5A DIVERSION OCEAN CANAL", DRAWING NO.L-13-101, DATED JUNE 15, 1998. PALM BEACH COUNTY BRASS DISK "INDEX" AND NGS DISK "PB64" WERE FOUND. THE MEASURED POSITIONS WERE IN SIGNIFICANT AGREEMENT WITH THE PUBLISHED VALUES. THE PUBLISHED VALUES WERE HELD.
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LEGEND
SKETCH OF SPECIFIC PURPOSE
AND TOPOGRAPHIC SURVEY
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
CR 880
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N. R/W OF OCEAN CANAL PER SFWMD 1998 SPECIFIC PURPOSE SURVEY
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N. R/W OF OCEAN CANAL PER SFWMD 1998 SPECIFIC PURPOSE SURVEY
AutoCAD SHX Text SECTION LINE PER SFWMD 1998 SPECIFIC PURPOSE SURVEY S-5A DIVERSION OCEAN CANAL - DRAWING NO.L-13-101
AutoCAD SHX Text PROPOSED R/W - SFWMD SPECIFIC PURPOSE SURVEY "S-5A DIVERSION OCEAN CANAL" DRAWING NO.L-13-101
AutoCAD SHX Text R=631.35' Δ=43°58'11" A=484.51
AutoCAD SHX Text R=631.35' Δ=43°58'11" A=484.51
AutoCAD SHX Text R=631.35' Δ=43°58'11" A=484.51
AutoCAD SHX Text S89°50'31"E 598.46'
AutoCAD SHX Text S89°50'31"E 598.46'
AutoCAD SHX Text PROPOSED R/W - SFWMD SPECIFIC PURPOSE SURVEY "S-5A DIVERSION OCEAN CANAL" DRAWING NO.L-13-101
AutoCAD SHX Text PROPOSED R/W - SFWMD SPECIFIC PURPOSE SURVEY "S-5A DIVERSION OCEAN CANAL" DRAWING NO.L-13-101
AutoCAD SHX Text PROPOSED R/W - SFWMD SPECIFIC PURPOSE SURVEY "S-5A DIVERSION OCEAN CANAL" DRAWING NO.L-13-101
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EDGE OF PAVEMENT
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S01°24'38"W 5086.89' 5283.47' (GRID)
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SAM SENTER RD.
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SAM SENTER RD.
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SAM SENTER RD.
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AutoCAD SHX Text Δ=20°43'14" A=726.85'
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HIATUS SECTION LINE
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HIATUS SECTION 4/43/38
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HIATUS SECTION 3/43/38
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SECTION 4/44/38
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SECTION 3/44/38
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SECTION 4/44/38
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NORTH SECTION LINE 3/44/48
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NORTH SECTION LINE 4/44/48
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GATE POST
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ASPHALT
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CONCRETE
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SIGN
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WOOD POWER POLE
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CONCRETE LIGHT POLE
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BENCHMARK
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ROCK
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CONCRETE POWER POLE
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OVERHEAD WIRE
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GUY ANCHOR
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METAL GUARDRAIL
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%%UKEY PLAN
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NOT TO SCALE
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SUR 3
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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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CR 880
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SUR 2
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SUR 10
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SUR 4
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BEGIN PROJECT STA. 171+50
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END PROJECT STA. 222+00
END PROJECT STA. 222+00
AND TOPOGRAPHIC SURVEY
CR880, SAM SENTER RD
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U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-04-00-000-5000
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SOUTHEASTERLY R/W PER RPB 7 PG. 186
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NORTHWESTERLY R/W PER RPB 7 PG. 186
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00-38-44-04-00-000-1020 SECTION 4/44/38 SFWMD L-13 (OCEAN CANAL R/W)
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' NORTHERLY FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
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R/W-5' OFFSET FROM EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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(P.C. TO P.T.-RPB 7 PG.186)
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AutoCAD SHX Text Δ=0°43'42.62" A=728.50'(C)
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(BEGIN TO P.T.)
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TOE OF SLOPE (TYPICAL)
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TOP OF BANK (TYPICAL)
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EDGE OF WATER (TYPICAL)
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METAL GUARDRAIL (TYPICAL)
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OF 200' PUBLIC R/W PER RPB 7 PG. 186
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N39°34'18"E 3626.35' 3626.23'(GRID)
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S.E. CORNER 33/43/38 (NOT FOUND) PBC POSITION: N853827.530 E806880.624
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FOUND PBC BRASS DISK "INDEX" N852605.494 E806866.859
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N55°35'10"E 2783.59' 2783.50'(GRID)
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TOP OF BANK (TYPICAL)
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SURVEY TIE LINE
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TOP OF BANK (TYPICAL)
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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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CR 880
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PBC_JOB_NO.
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SUR 3
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SCALE: 1" = 40'
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AutoCAD SHX Text
SECTION 4, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
SEE SHEET SUR 4-STA. 177+60
AutoCAD SHX Text
CROSS CANAL
CROSS CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
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AutoCAD SHX Text N46°27'24"E 621.73'(M)
AutoCAD SHX Text S.E.'ly R/W PER RPB 7 PG. 186
AutoCAD SHX Text
NORTHWESTERLY R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-04-00-000-5000
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
00-38-44-04-00-000-1020 SECTION 4/44/38 SFWMD L-13 (OCEAN CANAL R/W)
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' NORTHERLY FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text R=57,395.36'(P)
AutoCAD SHX Text R=57,195.36'(P)
AutoCAD SHX Text N46°27'24"E 621.73'(P)
AutoCAD SHX Text N46°27'24" 621.73'E(P)
AutoCAD SHX Text R=57,295.36 Δ=0°55'00" A=916.66'
AutoCAD SHX Text
(P.C. TO P.T.-RPB 7 PG.186)
AutoCAD SHX Text Δ=0°43'42.62" A=728.50'(C)
AutoCAD SHX Text
(BEGIN TO P.T.)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text
S.E. CORNER 33/43/38 (NOT FOUND) PBC POSITION: N853827.530 E806880.624
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
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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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 4
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
SECTION 4, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
SEE SHEET SUR 3-STA. 177+60
AutoCAD SHX Text
SEE SHEET SUR 5-STA. 183+20
AutoCAD SHX Text
CROSS CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
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AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-04-00-000-5000
AutoCAD SHX Text N46°27'24"E 621.73'(M)
AutoCAD SHX Text S.E.'ly R/W PER RPB 7 PG. 186
AutoCAD SHX Text
NORTHWESTERLY R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text R=1909.86' Δ=43°27'00" A=1448.33'(P)
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
00-38-44-04-00-000-1020 SECTION 4/44/38 SFWMD L-13 (OCEAN CANAL R/W)
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-04-00-000-5000
AutoCAD SHX Text R=1809.86'
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' NORTHERLY FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text N46°27'24"E 621.73'(P)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text N46°27'24"E 621.73'(P)
AutoCAD SHX Text Δ=43°27'00"
AutoCAD SHX Text A=1372.50'(P)
AutoCAD SHX Text R=1809.86'
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text
R=1909.86' Δ=19°21'46" A=645.42'(M) (P.C. TO SECTION LINE)
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text Δ=20°43'14" A=726.85'
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text R=2009.86'Δ=43°27'00" A=1524.17'(P)
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text E
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AutoCAD SHX Text L
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AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 5
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
SECTION 4, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
SEE SHEET SUR 4-STA. 183+20
AutoCAD SHX Text
SEE SHEET SUR 6-STA. 189+20
AutoCAD SHX Text
CROSS CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
M
D
F p c
AutoCAD SHX Text
INV:6.48
AutoCAD SHX Text
INV:6.44
AutoCAD SHX Text
SECTION 3/44/38
AutoCAD SHX Text
SECTION 4/44/38
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text
N. LINE OKEECHOBEE RD. CANAL (P.B. 8 PG.78)
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-04-00-000-5000
AutoCAD SHX Text
GEERWORTH FLORIDA (P.B. 8 PG.78) ENTIRE PLAT VACATED PER ORB 1831 PG.108
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text SECTION LINE PER SFWMD 1998 SPECIFIC PURPOSE SURVEY S-5A DIVERSION OCEAN CANAL - DRAWING NO.L-13-101
AutoCAD SHX Text 50'
AutoCAD SHX Text
PBC R/W-N.50' SECTION 3 (D.B.120 PG.375)
AutoCAD SHX Text R=1909.86 Δ=43°27'00" A=1448.33'(P)
AutoCAD SHX Text
00-38-44-04-00-000-1020 SECTION 4/44/38 SFWMD L-13 (OCEAN CANAL R/W)
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' NORTHERLY FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text A=1372.50'(P)
AutoCAD SHX Text NORTH LINE OF SECTION 3/44/38 PER ORB 10362 PG.1201; CCR DATA; & SFWMD SPECIFIC PURPOSE SURVEY "S-5A DIVERSION OCEAN CANAL" DRAWING NO.L-13-101
AutoCAD SHX Text
S01°24'38"W 5086.89' 5283.47' (GRID)
AutoCAD SHX Text N89°54'24"E 5284.57' (GRID) 5284.74'(G) SEC. CORNER TO SEC. CORNER CCR #62154 to #62151
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text Δ=43°27'00"
AutoCAD SHX Text R=1809.86'
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text
SFWMD 00-38-44-41-00-003-0018
AutoCAD SHX Text
R=1909.86' Δ=19°21'46" A=645.42'(M) (P.C. TO SECTION LINE)
AutoCAD SHX Text
R=1909.86' Δ=24°05'14" A=802.91'(M) (SECTION LINE TO P.T.)
AutoCAD SHX Text 249.27'
AutoCAD SHX Text 86.33'
AutoCAD SHX Text 110.25'
AutoCAD SHX Text 111.59'
AutoCAD SHX Text Δ=7°35'11" A=266.12'
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text 196.58'
AutoCAD SHX Text R=2009.86'Δ=43°27'00" A=1524.17'(P)
AutoCAD SHX Text
00-38-44-04-00-000-1020 SECTION 4/44/38 SFWMD L-13 (OCEAN CANAL R/W)
AutoCAD SHX Text
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
AutoCAD SHX Text No:
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AutoCAD SHX Text R
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AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 6
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
N.E. CORNER OF SECTION 4/44/38 (NOT FOUND) CCR#062154 N852520.2540 E806084.2165
AutoCAD SHX Text S.E. CORNER OF SECTION 4/44/38 (NOT FOUND) SFWMD DWG. NO.L-13-100 N847238.3827 E805954.1567
AutoCAD SHX Text
SEE SHEET SUR 5-STA. 189+20
AutoCAD SHX Text
SEE SHEET SUR 7-STA. 194+60
AutoCAD SHX Text
CROSS CANAL
AutoCAD SHX Text 4975.30'
4975.30'
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
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AutoCAD SHX Text
N89°54'24"E 2251.44'(C) P.T. TO END
AutoCAD SHX Text ±130.2'
AutoCAD SHX Text
GEERWORTH FLORIDA (P.B. 8 PG.78) ENTIRE PLAT VACATED PER ORB 1831 PG.108
AutoCAD SHX Text 50'
AutoCAD SHX Text
PBC R/W-N.50' SECTION 3 (D.B.120 PG.375)
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
N. LINE OKEECHOBEE RD. CANAL (P.B. 8 PG.78)
AutoCAD SHX Text
GEERWORTH FLORIDA (P.B. 8 PG.78) ENTIRE PLAT VACATED PER ORB 1831 PG.108
AutoCAD SHX Text R=1909.86 Δ=43°27'00" A=1448.33'(P)
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' NORTHERLY FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text R=1809.86'
AutoCAD SHX Text
N89°54'24"E NORTH LINE OF SECTION 3/44/38
AutoCAD SHX Text
(RPB 7 PG.186) 18.30'
AutoCAD SHX Text
FOUND PBC BRASS DISK "INDEX" N852605.494 E806866.859
AutoCAD SHX Text
FOUND NGS DISK "PB64" N852510.890 E806806.980
AutoCAD SHX Text N32°19'53"E 111.96'
AutoCAD SHX Text
BRIDGE SUPPORT
AutoCAD SHX Text
BRIDGE DECK
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text Δ=43°27'00"
AutoCAD SHX Text A=1372.50'(P)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text N89°54'24"E 633.14'(M)
AutoCAD SHX Text
SAM SENTER RD.
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text
R=1909.86' Δ=24°05'14" A=802.91'(M) (SECTION LINE TO P.T.)
AutoCAD SHX Text N00°09'28"E
AutoCAD SHX Text 792.74'
AutoCAD SHX Text
N89°54'24"E N. LINE OF SEC. 3/44/38
AutoCAD SHX Text CONC WALL (typcial)
AutoCAD SHX Text CONC WALL (typical)
AutoCAD SHX Text CRACK in ASPALT (typical)
AutoCAD SHX Text
ABUTMENT FACE
AutoCAD SHX Text CONC. PILING (typical)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text R=1322.37'
AutoCAD SHX Text Δ=4°23'32"
AutoCAD SHX Text A=101.37'
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text
N. LINE OKEECHOBEE RD. CANAL (P.B. 8 PG.78)
AutoCAD SHX Text S89°54'24"W
AutoCAD SHX Text R=2009.86'Δ=43°27'00" A=1524.17'(P)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text 50'
AutoCAD SHX Text
PBC R/W-N.50' SECTION 3 (D.B.120 PG.375)
AutoCAD SHX Text SEC. CORNER TO SEC. CORNER CCR #62154 to #62151
AutoCAD SHX Text
NO RECORD EASEMENT FOR OVERHEAD UTILITY LINE WAS FURNISHED
AutoCAD SHX Text
S.'LY PROLONGATION, E. LINE OF SEC. 33/43/38 & W. LINE OF SEC. 34/43/38
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
VARIES
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
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AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 7
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
SECTION 3, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
HIATUS LOT 3
AutoCAD SHX Text
SEE SHEET SUR 6-STA. 194+60
AutoCAD SHX Text
SEE SHEET SUR 8-STA. 200+40
AutoCAD SHX Text
SEE SHEET SUR 12
AutoCAD SHX Text
OCEAN CANAL
OCEAN CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
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NORTH LINE OF SECTION 3/44/38 PER ORB 10362 PG.1201 & CCR DATA
AutoCAD SHX Text
NORTH R/W SFWMD OCEAN CANAL (ORB 10764 PG.1729)
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-018 (ORB 10764 PG.1729)
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-007 (ORB 10764 PG.1729)
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-019 (ORB 10764 PG.1729)
AutoCAD SHX Text
PBC DEED TO SFWMD-TRACT NO. CF-100-002 (ORB 10362 PG.1201)
AutoCAD SHX Text ±115.3'
AutoCAD SHX Text
NORTH R/W SFWMD OCEAN CANAL PER ORB 10764 PG.1729
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text
N. R/W (ORB 10362 PG.1201)
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
R/W-5' NORTH OF EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
FORMER NORTH R/W SFWMD OCEAN CANAL (D.B.139 PG.101)
AutoCAD SHX Text
SECTION 3, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text N89°54'24"E
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text
N89°54'24"E 2251.44'(C) P.T. TO END
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text N89°54'24"E 633.14'(M)
AutoCAD SHX Text N89°54'24"E 800.00'(M)
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text N00°01'29"W
AutoCAD SHX Text 162.27'
AutoCAD SHX Text 400.00'
AutoCAD SHX Text
SEC. CORNER TO SEC. CORNER N89°54'24"E 5284.57' (GRID) 5284.74'(G)
AutoCAD SHX Text
N00°01'29"W 142.74' (ORB 10764 PG.1729)
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text S89°54'24"W
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018
AutoCAD SHX Text
S.'LY PROLONGATION, E. LINE OF SEC. 33/43/38 & W. LINE OF SEC. 34/43/38
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
NO RECORD EASEMENT FOR OVERHEAD UTILITY LINE WAS FURNISHED
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
(ORB 27063 PG.1021) (ORB 27063 PG.992)
AutoCAD SHX Text U.S. SUGAR CORPORATION PART OF PARCEL 4 (ORB 27063 PG.992) 00-38-43-41-00-003-0017
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL F-1 (ORB 27063 PG.1021) 00-38-43-41-00-003-0013
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
(ORB 10764 PG.1729)
AutoCAD SHX Text N89°50'42"E
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text 14.95'
AutoCAD SHX Text 14.80'
AutoCAD SHX Text S89°58'38"W 199.35'
AutoCAD SHX Text 124.20' S89°55'02"W
AutoCAD SHX Text S89°35'21"W 76.45'
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 8
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
HIATUS LOT 3
AutoCAD SHX Text
SEE SHEET SUR 7-STA. 200+40
AutoCAD SHX Text
SEE SHEET SUR 9-STA. 206+60
AutoCAD SHX Text
OCEAN CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
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AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
NORTH R/W SFWMD OCEAN CANAL (ORB 10764 PG.1729)
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-019 (ORB 10764 PG.1729)
AutoCAD SHX Text
FORMER NORTH R/W SFWMD OCEAN CANAL (D.B.139 PG.101)
AutoCAD SHX Text
NORTH LINE OF SECTION 3/44/38 PER ORB 10362 PG.1201 & CCR DATA
AutoCAD SHX Text N89°54'24"E
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text
N89°54'24"E 2251.44'(C) P.T. TO END
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text N89°54'24"E 800.00'(M)
AutoCAD SHX Text N89°54'24"E 800.00'(M)
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018
AutoCAD SHX Text
VARIES
AutoCAD SHX Text N89°50'42"E
AutoCAD SHX Text
VARIES
AutoCAD SHX Text N89°50'42"E
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 - 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
(ORB 27063 PG.992) (ORB 27063 PG.1021)
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL F-2 (ORB 27063 PG.1021) 00-38-43-41-00-003-0013
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 9
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
SECTION 3, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
HIATUS LOT 3
AutoCAD SHX Text
SEE SHEET SUR 8-STA. 206+60
AutoCAD SHX Text
SEE SHEET SUR 10-STA. 212+60
AutoCAD SHX Text
OCEAN CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
M
D
F p c
AutoCAD SHX Text
COM
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text KING RANCH, INC. THE EAST 1/2 OF SECTION 3/44/38 TRACT TWO ORB 11524 PG.441 00-38-44-03-00-000-1010
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL F-2 (ORB 27063 PG.1021) 00-38-43-41-00-003-0013
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text
00-38-44-03-00-000-3010 ORB 27063 PG. 1015 W.50', E.250', N.100' S. OF SR80
AutoCAD SHX Text 100'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text
APPROXIMATE N-S 1/4 SECTION LINE OF SECTION 3/44/38
AutoCAD SHX Text
WEST 1/2 OF SECTION 3/44/38
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-019 (ORB 10764 PG.1729)
AutoCAD SHX Text
FORMER NORTH R/W SFWMD OCEAN CANAL (D.B.139 PG.101)
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
NORTH LINE OF SECTION 3/44/38 PER ORB 10362 PG.1201 & CCR DATA
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text
N89°54'24"E 2251.44'(C) P.T. TO END
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text
UNDERGROUND COMMUNICATION BOX
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text N89°54'24"E 800.00'(M)
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text
U.S. SUGAR CORPORATION PARCEL B (ORB 27063 PG.1015) 00-38-44-03-00-000-3000
AutoCAD SHX Text
N87°10'46"W 2245.87' 2245.80'(GRID)
AutoCAD SHX Text
FOUND PBC BRASS DISK "INDEX" N852605.494 E806866.859
AutoCAD SHX Text N01°25'12"E
AutoCAD SHX Text N01°25'12"E
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
VARIES
AutoCAD SHX Text N89°50'42"E
AutoCAD SHX Text
VARIES
AutoCAD SHX Text N89°50'42"E
AutoCAD SHX Text
S01°25'12"W (ASSUMED)
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 - 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
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AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text 3-22
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Project No. 21-099
AutoCAD SHX Text
PBC_JOB_NO.
AutoCAD SHX Text
SUR 10
AutoCAD SHX Text
SUR 14
AutoCAD SHX Text Of:
AutoCAD SHX Text 2019803
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text N
AutoCAD SHX Text
SECTION 3, TOWNSHIP 44 SOUTH, RANGE 38 EAST
AutoCAD SHX Text
HIATUS LOT 3
AutoCAD SHX Text
SEE SHEET SUR 9-STA. 212+60
AutoCAD SHX Text
SEE SHEET SUR 11-STA. 218+80
AutoCAD SHX Text
OCEAN CANAL
CR880, SAM SENTER RD
over SFWMD OCEAN CANAL
S d r a w i n g f i l e s
C
R n t e r
S p e c i f i c
P u r p o s e
S u r v e y d w g
A
M
D
F p c
AutoCAD SHX Text KING RANCH, INC. THE EAST 1/2 OF SECTION 3/44/38 TRACT TWO ORB 11524 PG.441 00-38-44-03-00-000-1010
AutoCAD SHX Text
SOUTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text
NORTH R/W PER RPB 7 PG. 186
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text N89°54'24"E'
AutoCAD SHX Text KING RANCH, INC. THE EAST 1/2 OF SECTION 3/44/38 TRACT TWO ORB 11524 PG.441 00-38-44-03-00-000-1010
AutoCAD SHX Text
EAST 1/2 OF SECTION 3/44/38
AutoCAD SHX Text
R/W-5' OFFSET FROM EDGE OF PAVEMENT
AutoCAD SHX Text 5'
AutoCAD SHX Text
SFWMD TRACT NO. CF-100-019 (ORB 10764 PG.1729)
AutoCAD SHX Text
FORMER NORTH R/W SFWMD OCEAN CANAL (D.B.139 PG.101)
AutoCAD SHX Text
NORTH LINE OF SECTION 3/44/38 PER ORB 10362 PG.1201 & CCR DATA
AutoCAD SHX Text
SEC. CORNER TO SEC. CORNER N89°54'24"E 5284.57' (GRID)
AutoCAD SHX Text C.R. 880
AutoCAD SHX Text
N89°54'24"E 2251.44'(C) P.T. TO END
AutoCAD SHX Text
TOE OF SLOPE (TYPICAL)
AutoCAD SHX Text
TOP OF BANK (TYPICAL)
AutoCAD SHX Text
EDGE OF WATER (TYPICAL)
AutoCAD SHX Text
METAL GUARDRAIL (TYPICAL)
AutoCAD SHX Text N89°54'24"E 800.00'(M)
AutoCAD SHX Text
OF 200' PUBLIC R/W PER RPB 7 PG. 186
AutoCAD SHX Text
N87°10'46"W 2245.87' 2245.80'(GRID)
AutoCAD SHX Text
FOUND PBC BRASS DISK "INDEX" N852605.494 E806866.859
AutoCAD SHX Text
VARIES
AutoCAD SHX Text SFWMD TRACT NO. CF-100-015 5' N.'ly FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
AutoCAD SHX Text
SFWMD 00-38-43-41-00-003-0018 (PER PAPA - NO DEED FURNISHED)
AutoCAD SHX Text
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
AutoCAD SHX Text No:
AutoCAD SHX Text Revision:
AutoCAD SHX Text Date:
AutoCAD SHX Text Project:
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text F
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AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text D
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. 21-099
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:
AutoCAD SHX Text Date:
AutoCAD SHX Text F.B.
AutoCAD SHX Text Approved:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text
AB
AutoCAD SHX Text
JEP
AutoCAD SHX Text
JEP
AutoCAD SHX Text
OCT., 2021
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text Pages
AutoCAD SHX Text
CR 880
AutoCAD SHX Text…
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