HomeMy WebLinkAboutForm Board SurveyM' rya
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19
2——
34.64' (P)
FND 5/8"0 IB & C
W/ 3335 MIXON
W 0.03,
o
T _34.64' (P) -
FND 5/8"0 IS & C
W/ 3335 MIXON
S 0.03' W0.07'
GRAPHIC SCALE
10 0 5 10
( IN FEET )
1 inch = 10 ft.
CC
LOT 321
8 /o
v
FND 5/8"0 IB
IN CONCRETE
S 0.04'
69.28'. (P) —
AC
ACRE
CHO CHORD
EDP
EDGE OF PAVEMENT
A/C
AIR CONDITIONER
CONC CONCRETE
EOW
EDGE OF WATER
ALUM
ALUMINUM
CBS CONC. BLOCK STRUCTURE
EM
ELECTRIC METER
AND
ANCHOR
CM CONCRETE MONUMENT
ES
ELECTRIC SERVICE
APPROX
APPROXIMATE
CNR COULD NOT READ
ELEV
ELEVATION
AVE
AVENUE
CPP CONCRETE POWER POLE
ENCL
ENCLOSURE
ERG
BEARING
COR CORNER
X 17.00
EXISTING ELEVATION
BLK
BLOCK
COV COVERED
FT
FEET.
BLVD
BOULEVARD
CAP CORRUGATED METAL PIPE
F
FIELD MEASUREMENT
BLDG
BUILDING
CVG CONCRETE VALLEY GUTTER
FNC
FENCE
BM
BENCHMARK
D DEED
FFE
FINISHED FLOOR ELEVATION
CATV
CABLE TELEVISION BOX
D/F GRAINFIELD
FH
FIRE HYDRANT
C
CALCULATED
DE DRAINAGE EASEMENT
FPL
FLORIDA POWER & LIGHT
CB
CATCH BASIN
1111A.- DRAINAGE FLOW
FND
FOUND
6
CENTRAL ANGLE
ESMT EASEMENT '
GOVT
GOVERNMENT
CLF
CHAINUNK FENCE
EGO EDGE OF CONCRETE
HSE
HOUSE
1. PROPERTY ADDRESS: 320 NETTLES BOULEVARD
2. CERTIFIED TO:
—DOWD
LOT 342
UNDER
(GROUND
1 TRASH -BIN
o / 2
(FORMBOARD
\ LOT 343
FND 5/1 IB 34.64'
IN CONCRETE SET IB , n
N 0.03' W 1.15' N70'30 00 E
ES BOX
a
20.67'
p°
Q p0
41 ph'
�X
�y e�0°r Byrn
4° pp
0
LOT 320 �M LOT 319
/UNDER
bGROUND
TRASH -BIN
WMWM — 34.64' (P)
WGIMIKI!
SET IB
CATV
34.64' (P).
FND 5/8"0 R3
IN CONCRETE
N'. 0.05' E 0.12'
W /
0
FND 5/8" m IB
IN CONCRETE
N 0.05'E 0.68'
LOCATION MAP
III
I
LEGAL DESCRIPTION
LOT 320, NETTLES ISLAND PROJECT SECTION
II,
AS RECORDED IN PLAT BOOK 16, PAGES
1, 1 A
THROUGH 1J, PUBLIC RECORDS OF
�T.
LUCIE
COUNTY, FLORIDA.
ate
of field survey.'
22105/ 020
b9Z22 2020
I & E
INGRESS & EGRESS EASEMENT
N & TT
NAIL & TIN TAB
P
PLAT PRO PRORATED S/D SUBDIVISION
INV
INVERT
N & W
NAIL& WASHER
PB
PLATBOOK R RADIUS T TANGENT
IB
IRON BAR
NOVO
NATIONAL GEODETIC VERTICAL DATUM PCC
POINT OF COMPOUND CURVATURE RAO RADIAL TOE 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
POE.
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
LE
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 SECRON UE UTILITY EASEMENT
M & W
MAG NAIL & WASHER
PG
PAGE _
PP
POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U[[G UNDERGROUND
MAG
MAG NAIL
PK
PARKER-KALON NAIL
PUE
PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WF WOOD FENCE
ME
MAINTENANCE EASEMENT
PK & TT
PARKER-KALON NAIL & TIN TAB
PLS
PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER
MH
MANHOLE
PK &W
PARKER-KALON NAIL & WASHER
E
PROPERTY LINE S/W SIDEWALK WV WATER VALVE
MHWL
MEAN HIGH WATER LINE
PVMT
PAVEMENT
PROP
PROPOSED SET SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE
NL
NAIL
PRM
PERMANENT REFERENCE MONUMENT • 17.00'.
PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER
NOT
VALID WITHOUT
THE SIGNATURE AND THE
NOTES:
ORIGINAL
RAISED SEAL OF
A FLORIDA LICENSED description Client.
1. Survey of as furnished by
SURVEYOR AND MAPPER.
2. Lands shown hereon were not abstracted for easemen''ts and/or
rights -of -way of record.
. All bearings are referenced to the Southerly Line of subject property,
STEPHEN
J. BROWN, INC
platted as North 70'30'00" East, with all others being relative thereto.
%- -
4. Elevations shown hereon are relative to North American Vertical Datum
of 1988, and are bosed on bench mark 872 2312 F TIDAL .
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 P@nel No. 12111C0311K , dated02119
2019 ,
-
,�
locates the parcel it Zone AE , base flood elevation 4j
feet; subject
STEPHEN
J. BROWN, PROFESSIONAL URVt i
PJL
to any scaling and jnterpolation factors associated with
mapping of this
REGISTRATION NO.
4049,
S ATE ` CRtDA
accuracy. This daf8 Is an inter. retation by the surveyor
and is provided_
as a courtesy. The flood zone) should be verified b'y a
determination agency.
7. Underground fogdations &utilities not located u less
shown.
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DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
02 08 2020
SCALE
1 10'.
JOB NO.
4058-96-01
SHEET
ONE
IOF ONE SHEETS