HomeMy WebLinkAboutBOUNDARY SURVEYBOUNDARY AND TOPOGRAPHIC SURVEY
.LEGAL DESCRIPTION:
:ALL OF LOT 307, SHERATON PLAZA UNIT FOUR REPLAT ACCORDING TO THE
PLAT THEREOF AS RECOREDED IN PLAT BOOK 16, PAGE 18, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
BENCHMARK REFERENCE:
SET PK NAIL IN DISK ROLLINS PLS 4945 IN THE CENTERLINE OF ANDERSON
DRIVE ON THE LOT LINE SPLIT OF LOTS 306 AND 307, SHERATON PLAZA
UNIT FOUR REPLAT . ASSUMED AN ELEVATION OF 100.51 ON TOP OF THIS
NAIL. (SITE BENCHMARK ONE)
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J
COMMUNITY NUMBER
FIRM ZONE X
120285
ADDENDUM I FIELD I:PAGE .I ,DATE
110
DATE OF FIRM FEBRUARY 16, 2012
PANEL 0176
SUFFIX J
011
BOUNDARY AND
TOPOGRAPHIC - E.F.B.. 10/26/2016 R.E.R.
SURVEY
FhL�Lrti+C-o E. RZ4=L648
e PROBUflVEYOR
R?P 3221 SOUTHWEST CRUMPACKER STREET
f1 a PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
= CENTERLINE
E/P = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK ,
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
FND. = FOUND
(L) = LINE
(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) = PLAT
P.C.P. = PERMANENT CONTROL POINT
CHECKED LEGEND:
O = SEf 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED.
R.E:R. O = MANHOLE (M.H.)
= FIRE HYDRANT (F.H.)
= WOOD POWER POLE (WD. P.P.)
J� = CONCRETE POWER POLE (CONC. P.P.)
--� = ANCHOR AND GUY WIRE
— • — = OVERHEAD WIRES
�� = NOT TO SCALE
— X — = FENCELINE
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.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) SUNRISE CITY CHDO
SCANNED
BY
St. Lucie County
DATE OF LAST FIELD WORK: .10/26/2016
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.
zt-.'� /,�fl f 0127 (1-" ( ry
ROLAND E. ROLLINS DATE
PROFESSIONAL' LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PLOT DATE AND TIME: 10/27/2016 10:20 AM EST I JOB NUMBER: RR161005 1 PAGE ONE OF TWO
ANDERSON
DRIVE
FOUND MAG NAIL
SET PK NAIL IN DISK (60.00' WIDE RIGHT-OF-WAY)
ROLLINS PLS 4945
IN TIN TAB
(POINT OF CURVATURE)
SET PK NAIL IN DISK
SITE BENCHMARK ONE (BASIS OF BEARINGS)
ROLLINS PLS 4945SITE
ELEVATION = 100.51 S 89•39'40" E (P)
53.04' (P)
BENCHMARK TWO
ELEVATION = 99.82
S 89'39'40" E (M)
53.01' (M)
CURVE ONE
2.0' WIDE CONCRETE 1
VALLEY GUTTER �o� 3g
EDGE OF PAVEMENT
N 00'20'20" E (P)
N 00'20'20" E (M)
30.00' (P) AND (M)
�S89'9'40'E
5.0' WIDE CONCRETE _ 10p 8 "
SIDEWALK 7_ . S 89'36 27 E
FENCE CORNER POST OF 4' �-
HIGH CHAIN LINK FENCE IS-
1.1' SOUTH AND 0.5' WEST
OF PROPERTY CORNER
FOUND 1/2" IRON REBAR
0.28' SOUTH AND 0.08' WEST
OF PROPERTY CORNER
4' HIGH CHAIN LINK FENCE
104.3 FEET LONG
O O
LOT 306 o a
X
6' HIGH WOODEN FENCE IS-----�
48.0 FEET LONG Uj
N c
N
FENCE END POST OF 6' HIGH O
WOODEN FENCE IS O c
7.4' NORTH AND 0.2' WEST Z
OF PROPERTY CORNER,
FENCE CORNER POST OF 4'
HIGH CHAIN LINK FENCE IS•
4.6' NORTH AND 0.3' WEST
OF PROPERTY CORNER
FENCE CORNER POST OF 4'
HIGH CHAIN LINK FENCE IS
0.5' SOUTH AND 0.4' EAST 0�
OF PROPERTY CORNER
I
FOUND 1/2" IRON REBAR k
WITH CAP LB 6790 I
0.05' SOUTH AND 0.19' EAST
OF PROPERTY CORNER
LOT 309
0Iw, a
io U >
z�
ui o 0
N 0
NOTE: THE BEARINGS ARE BASED ON THE CENTERLINE
OF ANDERSON DRIVE PER THE PLAT OF SHERATON
PLAZA UNIT FOUR REPLAT (SEE LEGAL DESCRIPTION)
WHICH BEARS SOUTH 89'39'40" EAST
FOUND 1/2" IRON REBAR
S 06' 19'16"
53.04' P
W (P)
S 06.19' 16" W
30.00'
52.98' (M) CURVE T yy 0
(P) 30.00'( (C.F.T.) '
moo
FOUND 4" X 4" CONCRETE
MONUMENT WITH 5/8" IRON REBAR
7!""3
0.21' SOUTH AND 0.11' EAST
OF PROPERTY CORNER
SET 5/8" IRON REBAR WITH
25.00' WIDE FRONT ATER METER CAP ROLLINS PLS 4945
BUILDING SETBACK LINE ON A 2.00' OFFSET SOUTH
l in 12.68' o ON PROPERTY LINE
m o I
7.60' 1 r d 12.67' o
17.55'
0/S 2.31 ' COVERED � 24.61 ' 0/S
CONCRETE I
PORCH
M 1 STORY CONCRETE iv
BLOCK STRUCTURE I
FINISHED FLOOR iA
N
ELEVATION = 101.81
7.28' 35.43' 0 0 11.65' I
O/S I ?33 15.1.5 0/S
� ILa
LL
U a
9 C.
N N
^101.4
w z-,
m UI
A/C SLAB WATER HEATER ON
ON PLASTIC STAND CONCRETE SLAB
F= a
LL
2L�
LOT 307
w
�oY
63
�1
IWQ
3
O l
0
INN
r-
mL
�� Z
co
I��
co (1)
E
RJR B�
0 NG SIB
` `
LINE
IV N 72020'15" W
'lg" (M)
T 3W (p) 6g 9 8 A��08 ' (P
FENCELINE OF 3' HIGH CHAIN
LINK FENCE IS 0.5 FEET SOUTH
OF PROPERTY LINE
FENCE END POST OF 4' HIGH
CHAIN LINK FENCE IS
ENCROACHING 4.3' WEST OF THE
PROPERTY LINE INTO LOT 307
SHERATON PLAZA LOT
PLAT BOOK16,
THREE REPEAT
ST. LUCIE COUNTY AGE 12
' FLORIDA
NOTE: CORNER OF ALUMINUM
SHED IS ENCROACHING
0.74 FEET INTO LOT 307
ALUMINUM SHED
NOTE: CORNER OF ALUMINUM
SHED IS ENCROACHING
�1 1:29 FEET INTO LOT 307
FENCE END POST OF 4' HIGH
CHAIN LINK FENCE IS
0.3' SOUTH AND 2.8' WEST
OF PROPERTY CORNER
xMillrlwo]►Io
CENTRAL ANGLE = 5'58'56"
RADIUS = 297.50'
ARC LENGTH = 31.06'
CHORD LENGTH = 31.05' (P) 31.05' (M)
CHORD BEARING = S 86*40'12" E (P)
S 86'40' 12" E (M)
CURVE TWO
CENTRAL ANGLE = 5'58'56"
RADIUS = 267.50'
ARC LENGTH = 27.93'
CHORD LENGTH = 27.92' (P) 27.95' (C.F.T.)
CHORD BEARING = S 86'40'12" E (P)
S 86'46'32" E (C.F.T.)
MIN, SUSAC`{ nEo,
FRGINT
SIDES
CNR SIDES
REAR I
ZNG.
TEC
SCALE: 1 �9
LOT SQUARE FOOTAGE: 0.204 ± ACRE
JOB NUMBER: RR161005
PAGE TWO OF TWO
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