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NORTH LINE BLOCK 58
FND#4 1
IRON ROD
LOT 16
SMH
RIM EL:1 B.18
N 89' 43' 35"E
m�' y.611 ALE x 15.71
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110.00' 30.
14'
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.� � cc MEXISTING "
- RESIDENCE
° LOT 17 1
16.23 x 1
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x ' x��' IRON ROD
S89' 43' 35"W 110.00'
GRAPHIC SCALE
30 0 15 30
( nr xeer )
i inch 30 ft.
SITE DATA
TOTAL AREA: 8.250 S.F. 00.19 AC. 100.00%
IMPERVIOUS AREA:
CONCRETE
290 S.F.
00.01 AC.
05.26%
BUILDING
1.171 S.F.
00.03 AC.
15.79%
EQQLZDEQK
IMPERVIOUS
1.198 S.F.
2,660 S.F.
00.02 AC.
00.06 AC.
10.113%
31.58%
PERVIOUS AREA:
PERVIOUS
5,590 S.F.
00.13 AC
68.42%
LOT 18
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LEGAL DESCRIPTION
LOT 17, BLOCK 58, ACCORDING TO THE PLAT OF RIVER PARK
UNIT 6, THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE(S)
28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NO TES:
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER, ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 30, 2020.
3. PARCEL CONTAINS 0.19 ACRES, MORE OR LESS.
4, CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE
CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE
NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF
RECORD, SUCH INFORMATION SHOULD BE OBTAINED AND
CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS
AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS
-%�
SURVEY.
=
6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF
RIVER PARK UNIT 6, PER THE LINE LABELED HERON AS
(BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE
THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND
f�
DECIMAL PARTS THEREOF.
.j
7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH
"I ENCHMARI� #1
AMERICAN VERTICAL DATUM OF 1988 (NAVD-88). AND ARE
BASED ON GPS RTK OBSERVATIONS.
i SET MAG NAIL
S. THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY
DISC#LB8098
PRO, VERSION 4.95. /REALTIME PROCESSING IS BASED ON
THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK
EL: 14 29
DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND
;•; ,;•;,
SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS
SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE
IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS
ONE FOR HORIZONTAL CONTROL SURVEYS.
1.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND
SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE
-TO CT
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL
IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN
SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS,
;
OVER THE SCALED POSITIONS.
�L,' ,.�.•���,r,•'.,i
10.REVISIONS SHOWN HEREON DO NOT REPRESENT A FIELD
=,'.• :':/i/_-�
SURVEY UPDATE" UNLESS OTHERWISE NOTED.
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SOUTH LINE BLOCK 58
FND#4
IRON ROD
SE CALMOSO DR
6-1#ffJ
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
(P)
PLAT DATA
(RAD)
RADIAL UNE
(F)
FIELD DATA
No.
NUMBER
(C)
CALCULATED FROM FIELD MEASUREMENTS
PC
PONT OF CURVE
FND,
FOUND
PT
POINT OF TANGENCY
P.A.C.
POINT OF COMPOUND CURVE
CENTERLJNE
P.R.C.
POINT OF REVERSE CURVE
Q
WATER METER
P.L.S.
PROFESSIONAL LAND SURVEYOR
L.B.
LICENSED BUSINESS
CDNM ❑
COMMUNICATION RISK s
IRC
IRON ROD & CAP''
Q3
WOOD UTILITY POLE
A
R
DELTA (CENTRAL ANGLE)
RADIUS
NATURAL Gx� L1t�C11j��l�,rrffr
�
VERTICAL DATUM L ARC LENGTH
SV pC]
SEINER , � ~�� rrl`I
N.A.V.D.
NORTH AM RICAN
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B�NCH(�+ �
EL.
ELEVAl1LON
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OVERHEAD WIRES
FFE
FTNI D ELIE
CONC
CONCRETE
T
PROPERTY INE y
TOB
TOP OF BANK
CMP
Ay
C UGA D METAL PIPE
Q S
a i •" . STATE OF /.Qy
• m FLditIDA f
MICHAEL T. OWEN PROFESSIONAL
SURVEFLORIDA YOR
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DRAWN BY: JJL
CHECKED BY: MTO
PROJECT: 20-319
DATE: 10102/2020
SCALE: AS SHOWN
SHEET
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