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NAD $ 90 US SURVEY FEET
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SITE PLAN
LYING /N SAINT LUCIE COUNTY, FLORIDA
2 NORTH LINE GOVERNMENT LOT 4
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\ FLORIDA STATE PLANE COORDNATES
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\ N 1113702.428
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\ FLORIDA DEPARTMENT OF NATURAL
�\ \ RESOURCES CM # 94-77-A17
STREET ADDRESS
UNASSIGNED SOUTH OCEAN DRIVE, FORT PIERCE, FL 34949
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LEGAL DESCRIPTION
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BEING KNOWN AS A PARCEL OF LAND LYING WITHIN GOVERNMENT
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MEAN HIGH WATER LINE LOT 4, SECTION 29, TOWNSHIP 35 SOUTH, RANGE 41 EAST, ST.
LOCATED 10/19/2017 LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
NAVD 1988 DATUM DESCRIBED AS FOLLOWS; STARTING AT THE INTERSECTION OF THE
EAST RIGHT OF WAY LINE OF STATE ROAD A-1-A AND THE SOUTH
0.52 ELEVATION LINE
LINE OF THE NORTH 1100 FEET OF SAID GOVERNMENT LOT 4,
THENCE RUN N89°41'15"E ALONG THE SOUTH LINE OF THE NORTH
110 FEET A DISTANCE OF 476.61 FEET MORE OR LESS TO THE
FND %$ IRC WATERS OF THE ATLANTIC OCEAN; THENCE RUN S19°51'30"E ALONG
RLS # 4049 SAID WATERS OF THE ATLANTIC OCEAN A DISTANCE OF 85.02 FEET
N 1114015.17 7
�A MORE OR LESS TO THE INTERSECTION WITH A LINE BEARING
E 895354.28 1\189°41'15"E; THENCE RUN S89°41'15"W ALONG SAID LINE A
BENCHMARK ELEV. '�7 DISTANCE OF 216.29 FEET MORE OR LESS TO A POINT; THENCE
8.85' NAVD OF 1988 Z RUN S84°54'03"W A DISTANCE OF 237.47 FEET TO THE
� INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF STATE ROAD
x 12 ^ A -'-A AND A POINT OF CURVE; THENCE RUN IN A COUNTER o
7,5 ` ' CLCCKWISE DIRECTION ALONG THE ARC OF A CURVE CONCAVE TO
THE WEST HAVING A RADIUS OF 11509.2 FEET, A CENTRAL ANGLE >
8.1 Q OF 0°33'26" WITH A CHORD BEARING OF N26°57'11"W AND A �
239.729 CHORD DISTANCE OF 111.97 FEET, ALONG SAID CURVE A DISTANCE
N 89°40' 0" E OF 111.97 FEET TO THE POINT AND PLACE OF BEGINNING. >_
12.7 TOGETHER WITH THE S Pq
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OUTH 100.10 FEET OF THE NORTH 1200.10
ZFEET OF GOVERNMENT LOT 4, SECTION 29, TOWNSHIP 35 SOUTH,
RANGE 41 EAST, LYING WEST OF THE WEST RIGHT OF WAY LINE OF
x 11,9 STATE ROAD A-1-A, ST. LUCIE COUNTY, FLORIDA.
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
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N24'2.8'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD,
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13.4 PLFT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
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PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
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2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
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BEEN LOCATED AND SHOWN HEREON.
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3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
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BEEN LOCATED ON THIS SURVEY.
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PARCEL # 2529-343-0003-000-5
4580 OCEAN DRIVE
OCCUPIED
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HOUSE & DECK ENVELOP
LEGEND & ABBREVIATIONS
A
ARC LENGTH
OHP
A/C
AIR CONDITIONER
ORB
CBS
CONCRETE BLOCK STRUCTURE
P
XIS
EDRI Ec
DRIVE
CCCL
COASTAL CONSTRUCTION CONTROL LINE
PB
C/L
CENTERLINE
PG(S)
CONC
CONCRETE
PLS
CM
CONCRETE MONUMENT
POB
DEG 0R
DEGREE
POC
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ELEV
ELEVATION
FIRM
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FFE
FINISH FLOOR ELEVATION
PSM
FND
FOUND
R
ID
IDENTIFICATION NUMBER
RLS
IP
IRON PIPE
R/W
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IR
IRON ROD
WWI
IRC
IRON ROD & CAP
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LICENSED BUSINESS
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LICENSED SURVEYOR
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MEASURED DATA
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MON
MONUMENT
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NAVD
NORTH AMERICAN VERTICAL DATUM
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NGVD
NATIONAL GEODETIC VERTICAL DATUM
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# NUMBER
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4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
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FLCOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C
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\ 0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT
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13,3 DE.<IGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
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FNDS/$IRC 74 CEPTIFICATE.
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RLS # 4049
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N 1113935.41 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
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E 895379.74 SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
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SURVEYOR & MAPPER.
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6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
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OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
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OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY
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7. THE LAST DATE OF FIELD WORK WAS OCTOBER 17, 2017.
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OVERHEAD UTILITIES 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
OFFICIAL RECORDS BOOK WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
PLAT DATA
DRAWN BY; CA
PLAT BOOK 9• ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
CHECKED BY+ CA
PAGE(S)
DATE 10/20/2017
PROFESSIONAL LAND SURVEYOR 10. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
POINT OF BEGINNING DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
HORIZONTAL SCALE;
POINT OF COMMENCEMENT
1"=20'
PERMANENT REFERENCE MONUMENT GLOBAL POSITIONING SYSTEM (GPS) NOTEANNED
BY
PROFESSIONAL SURVEYOR AND MAPPER I.G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) St Lucie County
RADIUS
NOT VALID WITHOUT THE SIGNATURE
2.G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-12
AND ORIGINAL RAISED SEAL OF A
REGISTERED LAND SURVEYOR CHANNEL (L1 & L2).
LICENSED SURVEYOR &
FLMAPPER.
RIGHT-OF-WAY
3.THE ORIGINAL GPS RTK MEASUREMENTS, OCTOBER 17, 2017. TWO TOPCON
WATER METER DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME
AND MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY
ABASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A
SEAL
AT ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR
DELTA TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA.
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE
UTILITY POLE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND
FIRE HYDRANT RECORDED AS THREE DIMENSIONAL (3D) POSITIONS.
CH AR LES ARNOLD
SEWER MANHOLE
PROFESSIONAL SURVEYOR & MAPPER
4.G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
FLORIDA LICENSE NO. 4971
BACKFLOW PREVENTER CSRLSON SURVEY STANDALONE, SURVEY+.
- 00 -le
IRRIGATION VALVE
PRINTED DATE
CLEAN OUT 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HDRIZONTAL: 1OMM + 1PPM (RMS)
SHEET 1 OF 1
VERTICAL: 20MM + 1 PPM (RMS).
PROJECT NO.17-566