HomeMy WebLinkAboutBOUNDARY SURVEYa
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TOP ELEV.=.5,40'
COMMON 'USE
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FND 5/8"0 IB END 5/8"0 IS FND 5/8"0 IS FND 5/8"0 IB
NO ID I 540*30 00"E NO 0� � � FND 5/8"0 IS NO ID NO ID
(IN DRIVEWAY) S 0.15 Y , I NO ID N 0.14' S 0.13'
- 3 34.64' (P) — — 34s4' (P)(F)
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LOCAJ'ION MAP
LEGAL. DESCRIPTION
t- (7, `' � "/ r ~TION fl, OUTDOOR RESORTS OF AMERICA AT
ELECTRIC METER / p` `' h LO I 44-`�, SL�'
�qzIF fE ° I L .r•.l�`E��R� ON METAL Po Fa, J � AS RECORDED IN PLAT BOOK 16 PAGES 1 1 A
�� \C7 m w NETTLES ISLAND, ,
_ THROUGH
1 d, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Ul
LOT 623
FND 5/8"0 IS & C
W/ PSM 4049
S 0.27' W 0.11'
/
/
N40"30'00"W 34.64'
LOT 624
SET MAC NAIL IN
FND 4X4 CM
NO ID
LOT 625
AC
ACRE
CHD
CHORD
LOP
EDGE OF PAVEMENT
I & E
INGRESS & EGRESS EASEMENT N & IT
NAIL & TIN TAB P
PLAT FRO PRORATED S/D SUBDIVISION
A/C
AIR CC:"1ITIONER
CONC
CONCRETE
EOW
EDGE OF WATER
INV
INVERT N & W
NAIL & WASHER PB
PLATBOOK R RADIUS T TANGENT
ALUM
ALUMINUM
CBS
CONC. BLOCK STRUCTURE
EM
ELECTRIC METER
IS
IRON BAR NGVD
NATIONAL GEODETIC VERTICAL DATUM FCC
POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT
ANC
ANCHOR
CM
CONCRETE MONUMENT
ES
ELECTRIC SERVICE
IP
IRON PIPE NO 10
NO IDENTIFICATION PC
POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK
APPROX
APPROXIMATE
CNR
COULD NOT READ
EL.EV
ELEVATION
IB & C
IRON BAR & CAP NTS
NOT TO SCALE PI
POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE
AVE
AVENUE
CPR
CONCRETE POWER POLE
ENCL
ENCLOSURE
IP C
IRON PIPE & CAP NAD
NORTH AMERICAN DATUM P09
POINT OF BEGINNING RES REGISTERED LAND SURVEYOR TWP TOWNSHIP
BRG
BEARING
CDR
CORNER
X 17.00
EXISTING ELEVATION
L
ARC LENGTH ORB
OFFICIAL RECORD BOOK POC
POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER
BUf
BLOCK
COV
COVERED
FT
FEET
LE
LANDSCAPE EASEMENT O/S
OFFSET POE
POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL
BLVD
BOULEVARD
CMP
CORRUGATED METAL PIPE
F
FIELD MEASUREMENT
LB
LICENSED BUSINESS NUMBER OH
OVERHANG PRC
POINT OF REVERSE CURVATUPF SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT
BLDG
BUILDING
CVG
CONCRETE VALLEY GUTTER
FNC
FENCE
LP
LIGHT POLE OHW
OVERHEAD WIRE PT
POINT Of TANGENCY SECT SECTION I.JE UTILITY EASEMENT
BM
BENCHMARK
D
DEED
FEE
FINISHED FLOOR ELEVATION
LAE
UMITED ACCESS EASEMENT PG
PAGE PP
POWER POLE SET I.B. SET 5/8 IRON BAR & CAP f4C49 U/G UNDERGROUND
CATV
CABLE TELEVISION BOX
D/F
DRAINFIELD
FH
FIRE HYDRANT
MAG
MAG NAIL PK
PARKER—KALON NAIL PUE
PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WF WOOD FENCE
C
CALCULATED
DE
DRAINAGE EASEMENT
FPL
FLORIDA POWER & LIGHT
ME
MAINTENANCE EASEMENT PK & TT
PARKER—KAl_ON NAIL & TIN TAB PLS
PROFESSIONAL LAND SURVFYOP S/T SEPTIC TANK WM WATER METER
CB
n
CATCH BASIN
CENTRAL ANGLE
_11\101.-
DRAINAGE FLOW
FND
GOVT
FOUND
MH
MANHOLE PK & W
PARKER—KALON NAIL & WASHER IE
PROPERTY 019E S/W SIDEWALK WV WATER VALVE
ESMT
EASEMENT
GOVERNMENT
MHWL,
MEAN HIGH WATER LINE PVMT
PAVEMENT PROP
PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE
CIF
CHAINLINK FENCE
EOC
EDGE OF CONCRETE
HSE
HOUSE
NI-
NAIL PRM
PERMANENT REFERENCE MONUMENT • 17.00
PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER
1.
PROPE '17 Y
ADDRESS:
445 NETTLES
ULVD.
NOT
VALID VVI7HOUT 7'HE SIGNATURE AND THE
NO'TES: Date of field survey.
06/11, 2009
ORl FINAL
RAKED SEAL OF
A FLORIDA LICENSED
1. Survey o� description as furnished ay Client.
2.
CERTIFILD
TO:
SURVEYOR AND MAPPER.
2. Lands shown hereon were not abstracted for easements and/or
rights---of—way of record.
—BARRY SCHWARTZ
-ji ��p
'STEPHIEA Jo 1k�1itO N HNC. ''
3. All bearings are referenced to the Northerly line of subject property,
�iV
calculated as S40`30'00" E, all others relative thereto.
4. Elevations shown hereon are relative to National Geodetic Vertical
Datum of 1929, and are based on bench mark.
5. There are no above ground encroai:hmerTts, unless otherwise shown.
6. The National Flood Insurance Program designation as indicated on
-._
the F.E.ti?.A. Map No. 12111C 0311H , dated 06130/1999 ,
locates the parcel in Zone AE , base flood elevation 7' feet; subject
STEPHEN
J. BROWN, PROFESSIONAL SURVEYOR ANO VAPPEF<
to any scaling and interpolation factors associated with mapping of this
REGISTRATION NO. 4049,
STATE OF FI_0RI'ANN' accuracy. This doto is an Interpretation by the surveyor and is provided
BY as a courtcsy. The flood zone(s) should be verified by a determination agency.
'I.)C[E Ct 11; 7. Undergrekind foundations & utilities not located unless shown.
REVISIONS
BY
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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
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