HomeMy WebLinkAboutBoundary Survey Setback RequirementsAC 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
CLF CHAINUNK FENCE
CHO CHORD
CONC CONCRETE
CBS CONC. BLOCK STRUCTURE
CM CONCRETE MONUMENT
CNR COULD NOT READ
CPP CONCRETE POWER POLE
CDR CORNER
COV COVERED
CAP 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 i
ELEV ELEVATION i
ENCLOSURE
X 17. CL
EXISTING ELEVATION
FT FEET
F FIELD MEASUREMENT
FNC FENCE
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FPL FLORIDA POWER & LIGHT
FND FOUND
GOVF 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
LET 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
NGVD NATIONAL GEODETIC VERTICAL DATUM
NO ID NO IDENTIFICATION
NTS NOT TO SCALE
NAD NORTH AMERICAN DATUM
ORB OFFICIAL RECORD BOOK n
O/S OFFSET , �\AC J
OH OVERHANG \
OHW OVERHEAD WIRE V
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
IN, SETBACK
M
PB
PLATBOOK
PCC
POINT OF COMPOUND CURVATURE
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTION
POB
POINT OF BEGINNING
POC
POE
POINT OF COMMENCEMENT
POINT OF ENCROACHMENT
PRC
POINT OF REVERSE CURVATURE
PT
POINT OF TANGENCYPP
PUE
PRIVATE UTILITY EASEMENT
PLS
PROFESSIONAL LAND SURVEYOR
Ie
PROPERTY UNE
ZNG.
PROP
e 17.00
PROPOSED
PROPOSED ELEVATION
PRORATED
�l
.; TECH. �1=----'-
PRO
R
w,
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 14049
SET PK
SET PK NAIL & WASHER W49
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
WA
WATER METER
WV
WATER VALVE
WPP
WOOD POWER POLE
0
DIAMETER
C()vRs� IR PC1
Gp�F <�
I �
1
Iw
Io
40.57' (P)(C)
' 1 N85'45'04•E
FND PK & W
W/ 5723
I6i
R - 25.00'
A = I'53'08•
L m 5.76' -
I6ao
1. PROPERTY ADDRESS. 2016 N.W. LAUREL OAK LANE
2. CERTIFIED TO
— LITEPLO
g1.54
s
A
NOT A BOUNDARY SURVEY
SPECIAL PURPOSE SURVEY TO SHOW LOCATIONS
IN TIIF_ REAR OF THE PROPERTY.
St''El"IlEi N J. BROWN, INC
I
I
STEPHEN J. BROWN, PROFESSIQ
REGISTRATION Nt).�4045
SURVEYOR AND MAPPER
ATE OF FLORIDA
TL - 31.06 AC
sA • _ "o: 1 9.37
i i
is .=-'
a i 24.26740 • i - r.7.
• F 4.6 At --- r
b
I *SAO 9
S 413
i • Q
LOCATION MAP
LEGAL DESCRIPTION
UNIT 8, TRACT VA-4, LAUREL OAK VILLAGE,
HARBOUR RIDGE PLAT NO. 6, AS RECORDED IN
PLAT BOOK 25, PAGES 40, 40A THROUGH 40E,
PU88UC RECCr'DS OF ST. 11,1C1F C01 NTY, FLOPIDA.
GRAPHIC SCALE
20 20
( IN FEET )
1 inch = 20 ft.
NOTES. Date of field survey.•
08 01/2017
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 N.W. Laurel Oak Lane
platted as N8.5°46'04"E, all others relative thereto.
4. Elevations ;shown hereon are relative to North American Vertical
Datum of 19813' and are based on bench mark.
io above ground encroachments, unless otherwise shown.
5. There are nl Flood Insurance Program designation as indicated on
6. The Nation op No. 12111C 0410J , doted 02116 2012
the F.E.M.A. MRrcel in Zone X , base flood elevation N A feet; subject
locates the pc and interpolation factors associated with mapping of this
to any scaling data is on inter retotion by the surveyor and is provided
as
ccurc urt his The flood zone) should be verified by a determination agency.
Yi 7. Underarnunr foundations & utilities not located unless shown.
I
REVISIONS BY
/O'�
I _
CO�
N
W
m
00
'
W
v
z
w
O
z
W.
W
�D
0
z
In
z
LL/�L/J
o
Ch
<
Q
°
O
a_
W
z
a
QU
6)
Nw
LL
W
z�J
G
a_
a
Z
11�
LLL1J
U
N
LL
HI
°
OJ
PD
4
(n
p;
o
LL1
0
z
w
pq
A
nO
I _
E+
11z�.0W
Q
^
U
W
IE
LLnIJ
U)
—
/L
V J
DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
08 02 2017
SCALE
1" = 20'
JOB NO.
5961-17-01
SHEET
ONE
OF ONE SHEE'.