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34.47' (F) 34.72 (F)
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LOT 446
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LOT 623
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S 0.27' W 0.11'
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AC
ACRE
CHO
CHORD
EOP
EDGE OF PAVEMENT
A/C
AIR CONDITIONER
CONC
CONCRETE
EOW
EDGE OF WATER
ALUM
ALUMINUM
CBS
CONC. BLOCK STRUCTURE
EM
ELECTRIC METER
ANC
ANCHOR
CM
CONCRETE MONUMENT
ES
ELECTRIC SERVICE
APPROX
APPROXIMATE
CNR
COULD NOT READ
ELEV
ELEVATION
AVE
AVENUE
CPP
CONCRETE POWER POLE
ENCL
ENCLOSURE
BRG
BEARING
COR
CORNER
X 17.00
EXISTING ELEVATION
BLK
BLOCK
COV
COVERED
FT
FEET
BLVD
BOULEVARD
CMP
CORRUGATED METAL PIPE
F
FIELD MEASUREMENT
BLDG
BUILDING
CVG
CONCRETE VALLEY GUTTER
FNC
FENCE
BM
BENCHMARK
D
DEED
FEE
FINISHED FLOOR ELEVATION
CAN
CABLE TELEVISION BOX
D/F
DRAINFIELD
FH
FIRE HYDRANT
C
CALCULATED
DE
DRAINAGE EASEMENT
FPL
FLORIDA POWER & LIGHT
CB
CATCH BASIN
�+-
DRAINAGE FLOW
END
FOUND
0
CENTRAL ANGLE
ESMT
EASEMENT
GOVT
GOVERNMENT
CLF
CHAINLINK FENCE
EOC
EDGE OF CONCRETE
HSE
HOUSE
1. PROPERTY ADDRESO: 445 NETTLES BLVD.
2. CERTIFIED TO:
—BARRY SCHWARTZ
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0.66"
14
BST
N 4-0'30'00"W
N
LOT 624
34.64'
LOT 444
SET MAG NAIL IN
END 4X4 CM
NO ID
LOT 625
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LOCATION MAP
LEGAL DESCRIPTION
LOT 445,
SECTION II,
OUTDOOR
RESORTS OF AMERICA AT
NETTLES
ISLAND, AS
RECORDED
IN PLAT BOOK 16, PAGES 1, 1A
THROUGH
1J, PUBLIC
RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
I & E
INGRESS & EGRESS EASEMENT
N & TT
NAIL & TIN TAB
P
PLAT PRO PRORATED S/D SUBDIVISION
INV
INVERT
N & W
NAIL & WASHER
PB
PLAIBOOK R RADIUS T TANGENT
18
IRON BAR
NGVD
NATIONAL GEODETIC VERTICAL DATUM
PCC
POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT
IP
IRON PIPE
NO ID
NO IDENTIFICATION
PC
POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK
IB & C
IRON BAR & CAP
NTS
NOT TO SCALE
PI
POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE
IP & C
IRON PIPE & CAP
NAD
NORTH AMERICAN DATUM
POB
POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP
L
ARC LENGTH
ORB
OFFICIAL RECORD BOOK
POC
POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER
L1-
LANDSCAPE EASEMENT
O/S
OFFSET
POE
POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL
LB
LICENSED BUSINESS NUMBER
OH
OVERHANG
PRC
POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT
LP
LIGHT POLE
OHW
OVERHEAD WIRE
PT
POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT
BAR CAP U/G UNDERGROUND
L.AE
MAG
LIMITED ACCESS EASEMENT
MAG NAIL
PG
PK
PAGE
PARKER-KALON NAIL
PP
PUE
POWER POLE SET1.8. SET 5/8 IRON & #4049
PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WE WOOD FENCE
ME
MAINTENANCE EASEMENT
PK & TT
PARKER-KALAN NAIL & TIN TAB
PLS
PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER
MH
MANHOLE
PK & W
PARKER-KALON NAIL & WASHER
Ik
PROPERTY LINE S/W SIDEWALK WV WATER VALVE
MHWL
MEAN HIGH WATER LINE
PVMT
PAVEMENT
PROP
PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE
NL
NAIL
PRM
PERMANENT REFERENCE MONUMENT
s 17.00
PROPOSED ELEVATION S/F SQUARE FEET A DIAMETER
NOT
VALID WITHOUT
THE SIGNATURE AND
THE
NOTES: Gate of field survey.
06/11.12009
ORIGINAL
RAISED SEAL OF
A FLORIDA LICENSED 1. S1jrvey of description as furnished by Client.
SURVEYOR AND MAPPER.
2. Lands shown hereon were not abstracted for easements and/or
rights—of—woy of record.
3. All bearings are referenced to the Northerly line of subject property,
ST. �1 �j�I
L,
BROWN.
AT'
.1�
7�TC
1�
calculated as S4030'00" E, all others relative thereto.
4. Elevations shown hereon are reiative to National Geodetic Vertical
Datum of 1929, and are based on bench mark.
5. There are no above ground encroachments, unless otherwise shown.
'�' `
Flood Insurunce Prograin designation indicated
/
-
6. the National as on
BY
the F.E.M.A. Ma No. 12111C 031111 dated 0613011999
k P
(16 ii� —�
locates the parcel in Zone AE , base flood elevation 7' feet; subject
STEPHEN
J. BROWN, PROFESS!
ONA�,.ZcUR`v'
OR AND MAPPER
to uny scaling and interpolation factors associated with mapping of this
REGISTRATION NO. 4049/7•ATE
6F FLORIDA
accuracy. this data is an irTter retation by the surveyor and is provided
as a courtesy. The flood zone(s) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
REVISIONS BY
FORMBOARD TIE-IN S.J.B.
04/19/2011
FINAL SURVEY
11/16/20170J
S.J.B_
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CIS
CD
DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
02 11 2011
SCALE
1" = 10'
JOB NO.
4058— 50— 01
SHEET
ONE
OF ONE SHEETS