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LEGAL DESCRIPTION:
ALL OF LOT 329, SHERATON PLAZA UNIT FOUR REPLAT
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 16, PAGE 18 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
2
1 SCALE
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1;
CALCULATED
50' RADIUS
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SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 100.07
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SET MAG NAIL IN DISK
ROLLINS PLS 4945 ,
SITE BENCHMARK ONE
ELEVATION = 99.81
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NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT—OF—WAY
LINE OF STERLING COURT AND THE WEST LOT LINE OF LOT 329
(SEE LEGAL DESCRIPTION)
WHICH BEARS NORTH 00'00'20" EAST.
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS goo
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0176
FIRM ZONE X SUFFIX J
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ADDENDUM
FIELD BOOK
PAGE
DATE
BY
I CHECKED
BOUNDARY SURVEY
E.F.B.
04/26/2019
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
04/26/2019
R.E.R.
R.E.R.
C.L.S.
04/26/2019
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
11/04/2019
R.E.R.
R.E.R.
6
L0
26.44' O/S
ASBUILT SURVEY
FORMBOARD SURVEY
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CURVE ONE
CENTRAL ANGLE = 25'07'25"
RADIUS = 50.00'
ARC LENGTH = 21.92'
CHORD LENGTH = 21.75'
CHORD BEARING = N 40'34'26" E
BENCHMARK REFERENCE:
SET MAG NAIL IN DISK ROLLINS PLS 4945 IN
THE CENTERLINE OF STERLING COURT 2.3'
NORTH AND 30.0' WEST OF THE SOUTHWEST
CORNER OF LOT 329 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 99.81 ON TOP OF
THIS NAIL(SITE BENCHMARK ONE)
CORNER POST IS
0.6' SOUTH AND 5.2' WEST
OF PROPERTY CORNER
4' HIGH CHAIN LINK FENCE
IS 54.0 FEET LONG
rFENCE
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` FENCE END POST IS
I�-2.9' SOUTHEAST OF PROPERTY LINE
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FENCE CORNER POST IS
3.2' SOUTHEAST OF PROPERTY LINE
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NOTE ONE:
PROPOSED 1 STORY
CONCRETE BLOCK STRUCTURE
PROPOSED FINISHED FLOOR
ELEVATION = 101.57 TO MEET
18" ABOVE THE CROWN OF ROAD
LEGEND:
=
SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
• =
SET MAG NAIL IN DISK ROLLNS
RL.S. NUMBER 4945
=
FIRE HYDRANT
=
WATER METER
=
CONCRETE POWER POLE
=
ANCHOR AND GUY WIRE
— • • — =
OVERHEAD WIRES
1�� =
NOT TO SCALE
— X — =
FENCEUNE
0 =
ALUMINUM LIGHT POST
ON CONCRETE BASE
In =
TELEPHONE SERVICE
M =
CABLE TELEVISION SERVICE
FROL.MD E. ROLUNS
iR / PROFESSIONAL LAND SURVEYOR
8 3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
NOTES:
1)
LANDS SHOWN HEREON
WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP
AND/OR RIGHT-
-OF—WAYS OF RECORD.
2)
NO UNDERGROUND OR
INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT
AS NOTED.
3)
LEGAL DESCRIPTION AS
SUPPLIED BY CLIENT.
4)
BUILDING TIES ARE 90'
OR RADIAL TO THE
PROPERTY LINE.
5)
ALL EASEMENTS SHOWN
ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 11/04/2019
PLOT DATE AND TIME: 11/05/2019 8:50 AM EST
LOT SQUARE FOOTAGE: 0.198± ACRE
SCALE: 1 " = 20'
ABBREVIATIONS:
A/C = AIR CONDITIONER
Ct) = CALCULATED
.F.T.) = CALCULATED FROM TRAVERSE
= CENTERLINE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
(M) = MEASURED
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.G.V.D, OF 1929 = NATIONAL GEODETIC VERTICAL
DATUM OF 1929.
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) GENTILE CORPORATION
SCANNED
Ely
4t. Luc,le Cqo"h9 ,
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
41 t D ( 1
ROLAND E. OLLINS- DATE—OFISIG4ATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION -NUMBER 4945
NOT VALID WITHOUT THE SCNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR190419FB
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LEGAL DESCRIPTION:
ALL OF LOT 329, SHERATON PLAZA UNIT FOUR REPLAT
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 16, PAGE 18 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
CALCULATED
50' RADIUS
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION 100.07
0
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BOUNDARY AND TOPOGRAPHIC SURVEY
CONSTRUCTION LAYOUT SURVEY E
Ft P
s
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
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5.00' WIDE UTILITY EASEMENT_
FENCE CORNER POST IS
0.6' SOUTH AND 5.2' WEST
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OF PROPERTY CORNER
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FENCE END POST IS
PROFLSS A )NAL LAND SURVEYOR
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C = AIR CONDITIONER
(C) = CALCULATED
C.F.T.) = CALCULATED FROM TRAVERSE
CENTERLINE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
(M) = MEASURED
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF
1988.
N.G.V.D.
OF 1929
= NATIONAL
GEODETIC VERTICAL
DATUM OF
1929.
N.T.S.
= NOT TO
SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT
CONTROL
POINT
(P) =
PLAT