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STREET ADDRESS
UNASSIGNED JOHNSTON ROAD, FT. PIERCE, FL. 34951
LEGAL DESCRIPTION
LOT 5, POSTOBELLA, ACCORDING TO THE PLAT THEREOF.
RECORDED IN PLAT BOOK 43, PAGE 30, OF THE PUBLIC
RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
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DRAWN BY: CA
CHECKED BY: CA
DATE: ❑CTOBER 24, 2018
GLOBAL POSITIONING SYSTEM (GPS) NOTES
HORIZONTAL SCALE:
1'=60'
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL
FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION NOT VALID WITHOUT THE SIGNATURE
WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL AND ORIGINAL SEAL OF A FLORIDA
ON THE PROJECT. LICENSED SURVEYOR & MAPPER.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON
SURVEY 2008.
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TECHNICAL STANDARDS. '5�1 / ��✓� /
PROFESSIONAL SURVEYOR &MAPPER
FLORIDA LICENSE NO. 4971
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RECORD SURVEY
LOCATED IN SECTION 27, TOWNSHIP 34 SOUTH, RANGE 39 EAST
0' 60' 120' 180,
SAINT LUCIE COUNTY, FLORIDA
LEGEND & ABBREVIATIONS
ARC LENGTH
NO OR #
NUMBER
AIR CONDITIONER
NTS
NOT TO SCALE
BENCHMARK
OHP
OVERHEAD UTILITIES
CALCULATED FROM FIELD MEASUREMENTS
ORB
OFFICIAL RECORDS BOOK
CONCRETE BLOCK STRUCTURE
P
PLAT DATA
CENTERLINE
PG(S)
PAGE(S)
CONCRETE MONUMENT
PLS
PROFESSIONAL LAND SURVEYOR
LOT
DEED
POB
POINT OF BEGINNING
VACANT
DEGREE
POC
POINT OF COMMENCEMENT
ELEVATION
PRM
PERMANENT REFERENCE MONUMENT
9.66 acres +/-
FLORIDA DEPARTMENT OF TRANSPORTATION
PSM
PROFESSIONAL SURVEYOR AND MAPPER
FINISH FLOOR ELEVATION
R
RADIUS
FOUND
RLS
REGISTERED LAND SURVEYOR
GLOBAL POSITIONING SYSTEM
R/W
RIGHT-OF-WAY
IDENTIFICATION NUMBER
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FAD
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BIKE
NATIONAL GEODETIC SURVEY
DETAIL
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LEGAL DESCRIPTION
LOT 5, POSTOBELLA, ACCORDING TO THE PLAT THEREOF.
RECORDED IN PLAT BOOK 43, PAGE 30, OF THE PUBLIC
RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
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1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH Q LJ
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43, PAGE 30, ST LUCIE COUNTY PUBLIC RECORDS. U U pq
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN Lw
LOCATED AND SHOWN HEREON. DO N a
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LOCATED ON THIS SURVEY. Q
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IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, U Q Zam
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY a � Q � §°�
12, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY Q w O z=_a
AN ELEVATION CERTIFICATE. Z U Q Iz U ` J
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6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE I W Q a U 6 LL=N
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MEASURED DATA. ALL MEASUREMENTS ARE IN ACCORDANCE WITH ob � J W (0-1() E2 WPEo�
UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. W Q LL coZ a} ooN�
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9. THE LAST DATE OF FIELD WORK WAS FEBRUARY 15, 2019. 3 Z Z p�Zm
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10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE W W 00 p �. Q
FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, coo�.0
ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. U Q LLI °'~"
�Co �
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON Q Q ; °W J
NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE �0 °
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BENCHMARK BEING NGS MONUMENT "DG 7244", WITH AN ELEVATION «oo
OF 19.70'.
DRAWN BY: CA
CHECKED BY, CA
DATE: ❑CTOBER 24, 2018
GLOBAL POSITIONING SYSTEM (GPS) NOTES HORIZONTAL SCALE:
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL
FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION NOT VALID WITHOUT THE SIGNATURE
WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL AND ORIGINAL SEAL OF A FLORIDA
ON .THE PROJECT. LICENSED SURVEYOR & MAPPER.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON
SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM SEAL
TECHNICAL STANDARDS.
^,'ANNFD
BY
St. Lucie Coun�< CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDALICENSELICENSE NO.4971
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NOTE. THE EXPECTED USE OF THE SURVEYAND MAP ISRESIDF,NTL4L.
SHEET 1 OF 1
PROJECT NO. 18-546