HomeMy WebLinkAbout0704-0263-SURVEYFND 5/8. 0
18 & C CNR
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LOT 865 \
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CNR SIDES
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TECH.
AC ACRE CFO CHORD EDP EDGE OF PAVEMENT
A/C AIR CONDITIONER GONG 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
BRIG BEARING GOR CORNER X 17.00 EXISTING ELEVATION
BLK BLOCK GOV COVERED FT FEET
BLVD BOULEVARD GMP CORRUGATED METAL PIPE F FIELD MEASUREMENT
BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE
BM BENCHMARK D DEED FIFE 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 FND FOUND
A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT
CLF CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE
1. PROPERTY ADDRESS: 10701 S OCEAN DRIVE #866
2. CERTIFIED TO: BARBARA STAHL
LOT 867
FND DRILL MOLE
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4A
LOCATION MAP
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LEGAL DESCRIPTION
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866, HOLIDAY OUT
LOT IN AMERICA AT ST. LUCIE, INC.,
"D",
SECTION AS RECORDED IN PLAT BOOK 16, PAGE 24,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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SEAWALL
c
FND DRll.l HOLE
60.28, Y C O.DB' N 0.17' E
O O
SCANNED
BY
;Sx. Lucie county
I & E
INV
INGRESS & GRESS EASEMENT N & TT
INERT N & W
NAIL & TIN TAB
NAIL & WASHER
P
PLAT PRO PRORATED S/0 SUBDIVISION
O
IP
RON BAR NGVD
IRON PIPE NO ID
NATIONAL GEODETIC VERTICAL DATUM
NO IDENTIFICATION
PB
PCC
PC
PLATBOOK R RADIUS T TANGENT
POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT
IB & C
IRON BAR & AP NTS
NOT TO SCALE
PI
POINT OF CURVATURE FIRS RAILROAD SPIKE TOB TOP OF BANK
POINT OF INTERSECTION RNG RANGE
IP & C
L
IRON PIPE & AP NO
ARC LENGTH ORB
NUMBER
OFFICIAL RECORD BOOK
POB
TOE TOE OF SLOPE
POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP
LE
LANDSCAPE EAEMENT O/S
OFFSET
POC
POE
POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER
POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP
LB
LP
LICENSED BUSIFSS NUMBER CH
LIGHT POLE OHW
OVERHANG
OVERHEAD WIRE
PRC
PT
TYPICAL
POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT
LAE
MAG
UMITED ACCESS:_ASENENT PC
MAC NAIL
PACE
PP
POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT
POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND
ME
PK
MAINTENANCE EIp,JEN7 PK & TT
PARKER-KALON NAIL
PARKER-KALON !JAIL &TIN TAB
PUE
PIS
PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHERWF WOOD FENCE
PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK j4049
MH
MHWL
MANHOLE PK & W
MEAN HIGH WATELINE PVMT
PARKER-KALON NAIL & WASHER
PAVEMENT
!
WAI WATER METER
PROPERTY LINE 5/W SIDEWALK WV WATER VALVE
NIL
NAIL PRM
PERMANENT REFERENCE MONUMENT
PROP
• 17.00
PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE
PROPOSED ELEVATION S/F SOUARE FEET
0 DIAMETER
NOT
VALID WI ROUT THE SIGNATURE AND
THE
NOTES: Date of field survey -
ORIGINAL RAIS;D SEAL OF
A FLORIDA LICENSED 0J17 2007
1. Survey of description as furnished by Client.
SURVEYOR ANL MAPPER.
2. Lands shown hereon were not abstracted for easements and/or
_— rights —of —way of record.
STE]HEN J. BROWN INC.
3. All bearings are referenced to the Westerly line of subject property,
"W,
platted as N19.54'21 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 encroachments, unless otherwise shown.
6. The National Flood Insurance Program designation as indicated on
the F.E.M.A. Map No. 12111C 0313F dated 08119/91,
STEPHEN
J. BROWN,'ROFESSI VI�SUROR
D MAPPER
locates the parcel in Zone AE base flood elevation 8.0 feet; sub e
NO. 40
y and inter sN to an scaling potation factors cssociated with ma in of thisREGISTRATIO,
FL IDA
accuracy. This data is an interpretation by the surveyor and provided
as a courtesy. The flood zone(s) should le verified by a determination agency.
7. UndergrotJnd foundations & utilities no located unless shown.
REVISIONS
BY
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DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
02 19 2007
SCALE
1" = 10'
JOB NO.
4058-32--01
SHEET
OF ONE SHEETS
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