HomeMy WebLinkAboutBoundary Survey 4-16-22LOT 45 SECTION 1, OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND
ACCORDING TO THE PLAT THEREOF RECODRED IN PLAT BOOK 16 PAGE 1,1A-1J
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND ACCORDING TO THE DECLARTION OF
CONDOMINIUM RECORDED IN OR BOOK 186 PAGE 2720 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA
TOGETHER WITH ALL APPURTENANCES AND AMENDMENTS THERETO
CNR
NaTEs.,
1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED,
2) NO ABSTRACT DR TITLE SEARCH WAS PREFORMED TO DISCOVER THE
EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD,
3) ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICA
VERTICAL DATUM 1988 UNLESS OTHERWISE NOTED.
4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES
HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY.
CATCHBASIN
N87 59'09"E 22' RAW +''
10.09'M 10.55P ti NET 4P
_-� � EN
SET 1/2"I,R& CAP.
LB6504 TYPICAL 1(:6
LOT 46
M❑BILE
HOME 0,4WEST
FOUND 1/2"I,R,
UNNUMBERED
242,48P
242,49 M +
PALM TREE
TYPICAL
TO BE REMOVED
1R,B.
= official record book
TRAN,
= transformer pad
P.B.
= plat book
P =
PIP-
',B.S.
= concrete block structure
F.P.&L,
= Florida power and
light TYP.
= typical
IN =
pow
P,G, =
page
'.C.C.
= point of compound curve
CM =
concrete monument
R/W
= right-of-way
M =
MEAT pole
I.R. =
Iron rod
',CP.
= permanent control point
RRC.
= point of reverse
Z =
central angle
I,P
= IR;URED
R = radius
',OC.
- point of commencement
P.I =
point of Intersection
®=
bearing basis line
RP =
ra,IN PIPE
D = deed
'.D,B.
- point of beginning
P.T. =
point of tangency
ASPH
= asphalt
L =
ARC'lus point
O/S =
offset
VE =
LMP,
drainage easement
= corrugated metal
x = not field measured
WPF =
M.H.
= manhole
CL
LENGTH
CONIC
= concrete
LL.S,
pipe
= registered land surveyor
CHATT
wood privacy fence
= chattahoochee
U/E
CLF
= utility easement
= link
ALUM.
Ce'terline
aluminum
ESMT,
CALC,
= easement
= calculated
.B =
licensed business
ELEV
= elevation
P,R,M,
chain fence P,C
= permanent reference
_
of curvature
monlnt
ament
tx'�
5.6
LOT 45
PROPOSED RESIDENCE
ELEV 5.57
+tX
Ile26.94.___
10' SETBACK
8'x18'
i PARKING . �O
N 75 29'09"E 27.52'
NETTLES
22' R/W
R=34.00
A= 93 4514"
L=55.63 M
L= 53.41' P
BOULEVARD
I
1< tm BeW.11.ltVFI
NORTH
NOT TO SCALE
NORTH
VICINITY
RewerBurim
IAND IU RING
rb
5' SETB CK
� 0
0)tX R=23.05
0= 73 17'31"
MH ❑ L=25.65 M
�blt= 29. �6 P
w
GARBAGE _I
LID
0
m
W
J
z
ti
�O
BENCHMARK
F❑UNDNAIL
UNNUMBERED
801 S.E. 6th Ave., Suite 203 PhorS£1-243-4624
D'Tray Beach, Fl 33483 Fax 243-4869
_HORIZATION NUMBER LB6504
AUT.REBY CERTIFY THAT THE SKETCH OF BOUNDARY SURVEY
HEWN HEREON MEETS THE STANDARDS OF PRACTICE SET
BOTH IN CHAPTER SJ-17-050-052, FLORIDA ADMINISTRATIVE
FORE PURSUANT TO SEC110N 472.027, FLORIDA STATUTES,
COE JJ
t
IRYA8 G 65 9
HAf —_
CERTIFIED TO,
CHASDN RESIDENCE
FLOOD ZONE, AE ELEV 4
MAP NO., 12111CO312K
MAP DATE, 2-19-2020
DATE, 5-24-2021
JOB NO, 5-21-043
REVISED
0
�I
NOT VAS
UNLESS WITH SEALED
SURVEYrBOSSED
,R'S SEAL