HomeMy WebLinkAboutBoundary Survey (Final Survey)AC ACRE
A/C AIR CONDITIONER
ALUM ALUMINUM
ANC ANCHOR
APPROX APPROXIMATE
AVE AVENUE
BRG BEARING
BLK BLOCK
BLVD BOULEVARD
BLDG BUILDING
BM BENCHMARK
CAN CABLE TELEVISION BOX
C CALCULATED
CB CATCH BASIN
CENTRAL ANGLE
CLF CHAINLINK FENCE
CHID CHORD
GONG CONCRETE
CBS GONG. BLOCK STRUCTURE
CM CONCRETE MONUMENT
CNR COULD NOT READ
CPP CONCRETE POWER POLE
CDR CORNER
COV COVERED
CMP CORRUGATED METAL PIPE
CVG CONCRETE VALLEY GUTTER
D DEED
D/F DRAINFIELD
DE DRAINAGE EASEMENT
DRAINAGE FLOW
ESMT EASEMENT
EOC EDGE OF CONCRETE
EDP EDGE OF PAVEMENT
EOW EDGE OF WATER
EM ELECTRIC METER
ES ELECTRIC SERVICE
ELEV ELEVATION
ENCL ENCLOSURE
X 17.00 EXISTING ELEVATION
FT FEET
F FIELD MEASUREMENT
FNC FENCE
FIFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FPL FLORIDA POWER & LIGHT
FND FOUND
GOVT GOVERNMENT
HSE HOUSE
I & E INGRESS & EGRESS EASEMENT
INV INVERT
IB IRON BAR
IP IRON PIPE
IB & C IRON BAR & CAP
IP & C IRON PIPE & CAP
L ARC LENGTH
LE LANDSCAPE EASEMENT
LB LICENSED BUSINESS NUMBER
LP LIGHT POLE
M & W MAG NAIL & WASHER
MAG MAG NAIL
ME MAINTENANCE EASEMENT
MH MANHOLE
MHWL MEAN HIGH WATER LINE
NL NAIL
N & TT NAIL & TIN TAB
N & W NAIL & WASHER
NOVO NATIONAL GEODETIC VERTICAL DATUM
NO ID NO IDENTIFICATION
NTS NOT TO SCALE
NAD NORTH AMERICAN DATUM
ORB OFFICIAL RECORD BOOK
O/S OFFSET
OH OVERHANG
OHW OVERHEAD WIRE
PG PAGE
PK PARKER—KALON NAIL
PK & TT PARKER—KALON NAIL & TIN TAB
PK & W PARKER—KALON NAIL & WASHER
PVMT PAVEMENT
PRM PERMANENT REFERENCE MONUMENT
P PLAT
PB PLATBOOK
PCC POINT OF COMPOUND CURVATURE
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
POE POINT OF BEGINNING
POC POINT OF COMMENCEMENT
POE POINT OF ENCROACHMENT
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PP POWER POLE
PUE PRIVATE UTILITY EASEMENT
PLS PROFESSIONAL LAND SURVEYOR
IC PROPERTY LINE
PROP PROPOSED
e 17.00 PROPOSED ELEVATION
PRO PRORATED
R RADIUS
RAD RADIAL
RRS RAILROAD SPIKE
RNG RANGE
RLS REGISTERED LAND SURVEYOR
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SS SANITARY SEWER
SECT SECTION
SET I.B. SET 5/8 IRON BAR & CAP #4049
SET PK SET PK NAIL & WASHER #4049
S/T SEPTIC TANK
S/W SIDEWALK
SBT SOUTHERN BELL TELEPHONE BOX
S/F SQUARE FEET
S/D SUBDIVISION
T TANGENT
TCE TEMPORARY CONSTRUCTION EASEMENT
TOB TOP OF BANK
TOE TOE OF SLOPE
TWP TOWNSHIP
TRANS TRANSFORMER
TYP TYPICAL
UDE UTILITY & DRAINAGE EASEMENT
UE UTILITY EASEMENT
U/G UNDERGROUND
WF WOOD FENCE
WM WATER METER
WV WATER VALVE
WPP WOOD POWER POLE
0 DIAMETER
FND 4" X 4" CM
BROKEN/NO ID
0.21'N 0.22'E
FND 5/8"0 IB & C
"CNR"
0.21' E LOT 2
LOT 1
1. PROPERTY ADDRESS. 10525 SOUTH OCEAN DRIVE
2. CERTIFIED TO:
— 10525 SOUTH OCEAN DR, LLC
FND 1/2"0 IP
NO ID
m3' S
FND RRS
LOT 2 NO 10
LOT 1
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
STEPHEN J. BROWN, INC
f
i
v
" v
STEPHEN J. BROWN, PROFESSION L SUR
REGISTRATION NO. 4049, STAZ
RB , `I,y L
n
NOTES:
LOCATION MAP
LEGAL DESCRIPTION
LOT 4, BEACH CLUB COLONY SECTION ONE,
ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 16, PAGE 11, OF
THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
ion C01
47, C1CVr tea' l
St. ipr
Co. F .
Datt
GRAPHIC SCALE
20 0 10 20
( IN FEET )
I inch = 20 ft.
Date of field survey.
0812612019
0910112020
O6 I112021
02 16 2022
1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record.
3. All bearings are referenced to the centerline of Las O/as Drive South,
platted as North 23'49'31" West, with all others being relative thereto.
4. Elevations shown hereon are relative to North American Vertical Datum
of 1988, and are based on benchmark "9477A03RM 2 FLDT" ELEV = 4.14'..
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. 12111CO314K , dated 02,ZI9 2020 locates
The parcel in Zones X & AE , base flood elevation NIA & 4 feet;
subject to afiy scaling and interpolation factors associated with mopping of this
accuracy. This data is an interpretation by the surveyor and is provided
as a courtesIv. The flood zone(s) should be verified by a determination agency.
7. Undergroupd foundations & utilities not located unless shown.
8. The expecfed use of the survey and map is for _Residential Purposes .
ements are in accordance with the United States standard, in feet.
9. All mec ,or deletions to survey maps or reports by other than the signing
10, Additionsies is prohibited without written consent of the signing party or parties.
party or part__
REVISIONS
BY
RE -ISSUE SURVEY
S.J.B.
09/02/2bz0
SITE -PLAN
S.J.B.
03/29/2021
FLOOD ZONE LIMITS
S.J.B.
02/20/2021
FORM BOARD TIE-IN
S.J.B.
06/14/2021
FORM BOARD TIE-IN
S.J.B.
06/14/2021
FINAL SURVEY
S.J.B.
02/17/2022
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DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
08 28 2019
SCALE
1 „ 20'
JOB NO.
7385--01-01
SHEET
OrJ E
OF ONE
SHEETS