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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
A
CENTRAL ANGLE
CLIFF
CHAINUNK FENCE
CHD
CHORD
CONIC
CONCRETE
CBS
CONC, 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
GRAINFIELD
DE
DRAINAGE EASEMENT
^�.-
DRAINAGE FLOW
ESMT
EASEMENT
CDC
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
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FPL
FLORIDA POWER & LIGHT
FND
FOUND
GOVT
GOVERNMENT
HSE
HOUSE
i & E
INGRESS & EGRESS EASEMENT
&
C
IRON
BAR
&CAP
&
C
IRON
PIPE
&CAP
W MAG NAIL &WASHER
MAG NAIL
MAINTENANCE EASEMENT
MANHOLE
MEAN HIGH WATER LINE
SETM&W
W/ "BENCHMARK"
TOP ELEV. =
vERncAL DaTUM
DaTUM
BOOK
PG
PAGE
PK
PARKER-KALON NAIL
PK & 17
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
POB
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
IE
PROPERTY LINE
PROP
PROPOSED
77.00
PROPOSED ELEVATION
PRO
PRORATED
R
RADIUS
BAD
RADIAL
RRS
RAILROAD SPIKE
RNG
RANGE
RIPS
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/0
SUBDIVISION
TENT
65 mar 14
ACCESS & UTILITY s; °, �,
6.
EASEMENT "FV1 e
" ale:
0 f/ ♦7
\ SL UNIT T 10 j8 a
•, 4) - 16,67 Ap D S N � b2... 41'
r 9 )1. ,(
' nVa� -as+7 ia° -q y,e5 Ri
' � FIFF
n
Will
a r �... ,µAID
y iO s W 'Tl (.2D7 6.1101 °.7,77. d ib +_ y Je IF
(P)
S8339935"E = N ; R ELT
33.18' Lam. G 9
��o u ii g
i10 152.84' _ [ sM�.1 26 �°III
r T'�' .4 i1 _ Ct
119.66' (p) �.....,..�„�� Sa X '10 5Y>.-'Je xi4 ° tl PIP),.
W
t?� \ �' \ Y•,' y,.° 5IV I
,P: .an ` I n`A a o:in a
c 6 u°
O
a 3 e: p 64.46 23.86 SO4'07'33"W .° ya: a Ax c}� , a1 a� s
Td uE"IFFIFF24.22' :ip Vtt9 $' -ba.>. i rw .. AAC
, i1
v 0 1 �t49 `tom `I n i0 `e rr ' ryIF
UNIT 9 11sD w" �o '" 3 = a
>, {� 4IF
CONCRETE WALKFor o = 0 �y
�.� zo LOCATION MAP
b 00
3
22,30'
C IV, a 2
o �0 GOLF COURSE
r CONCRETE DRIVEWAY toCONCRETE "TRACT G.C. -1 "
ENTRANCE iv ' 0
N
` 23.42' 38.41' 1... 0
01 =4°°— LEGAL DESCRIPTION
j 11
N I 1t o /' IQot��c�Ey�
IF
UNIT 9, SWEETBAY VILLAGE, HARBOUR RIDGE
5�+ Ge`RZ PATH OD PLAT NO. 8, AS RECORDED IN PLAT BOOK
00 26, PAGES 6, 6A THROUGH 6E, PUBLIC
30.00• I 01851941 "E
132 82' � RECORDS OF ST. LUCIE COUNTY, FLORIDA.
U
w)
UNIT 8
W
rc �
Mry
FND 3/8"0 IB & C
W/ LB 4459
I
FND N&W
W/ LB'S52 PIPPIN, z GRAPHIC SCALE
�W 7
F 20 0 10 20
m ( IN FEET )
1 inch = 20 ft.
1. PROPERTY ADDRESS: 1596 NW SWEETBAY CIRCLE
2. CERTIFIED T0:
—McGEE
FND 3/8"0 IB & C
W/ LB 4459
N 0.13'W0.16'
NOT A BOUNDARY SURVEY.
SPECIAL PURPOSE' SURVEY TO SHOW TOPOGRAPHY
& THE EXISTING STRUCTURE FOR A PROPOSED ADDITION.
STEPHEN J. BROWN, INC
STEPHEN J.. BROWN, PROFESSIONAL SURVEYOR AND MAPPER
REGISTRATION N0. 4049, STATE OF FLORIDA
NOTES: Date of field survey.
04/24/2013
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 NW Sweetboy Circle,
Platted as S00648008"W, all others relative thereto.
4. Elevations shown hereon are relative to North American Vertical
Datum
5. Ther
6. The
of 1988, and are based on bench mark.
e are no above ground encroachments, unless otherwise shown.
National Flood Insurance Program designation as indicated on
the F.EM.A. Map No. 12111C 0410—J . dated 0211612012 .
Iocates the parcel in Zone X base flood elevation NIA feet; subject
to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an interpretation by the surveyor and is provided
as a courtesy. The flood zone() should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
REVISIONS
BY
�6►.�t �C� 5t2F
3 1�a s(tkt3
51
RAWN
S.J.B.
CHECKED
S.J.B.
DATE
3�T:l�a
20'
JOB NO.
5961-06-01
SHEET
ONE
D
OF ONE sHEETs