HomeMy WebLinkAboutFormBoard Survey4' GLF
0.6'W
LOT 19
4' GLF
O.O'W
FND. CAP
CUR)
O.G'5.,0.2'E.
24.3'
30'+/- EXI5TING SWALE
31g.-IB'
79.99'
79.99' - _ 79.99'
UNDERGROUND
BOX
FND. 1/2' I.P.
10' U+D E5MT.
�
GABLE
10.2'N.
f
N I
SET T.B.M.
5' GLF 10.5'
ON P.K. IN
EXISTING
POWER POLE
CBS. p
O
EL.-21.G3'
SHED
10.5'
29.9'
IO
FORM BOARD
o LOCATION 4
N TOP OF BOARD N
t
EL.=21.70'
i
r
BLOCK 31
LOT 20 i LOT 21
I
4
I 17G.5'
- - - - - - - - - - - - - - - - - - - - - - - - - - -
ctt. _ur- Co. FL
T
Nppr
co
79.99' �.� 79.99'
ALUM. DE(:K
ABOVE
GROUND
POOL
PORCH
33.0',
17.1'
LOT 22
1 5TORY o
CBS. 17 CARPORT R
N F.F.EL.=22.8' EL.=22.1' N
G' WOOD GARAGE
FENCE EL =22.1'
._ 45.1' _ 17.1'
PORCH Est a• .�, ,
79.99'
FND. GAP 31CJ.ga' FNDo13 5' I.P.
C4r�i2� oti GONG.
_.. _.. ...... ®,. ,. .. ...__... ... ., _.._., _........ ae,
............_... _w.. CEwSTING SWALE
m.._.,e ..._..-_,_.._..,�-.._.._, ....._. �. 0� INV.
A, EL.=18.69'
932
0
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
WILLIAM E. HAY RE T A
PROrES8I0NAL LAND BURVZVOM da ][APPES
MORIDA NE0187RATION NO "IS
BELM ONT AVE.
C 75' R/W ) 20' PAVEMENT
79.99' I
-TELE. q3
BOX I �A'*9
N)
23.1'
EXISTING
6 ALUM.
0. SHED o0
N
11.0'
LOT 23
FND.
BENT I.R.
110.215.
5' GLF
O.O'E.
PERMIT # 2106-0032
LEGEND OF SURVEY ABBREVIATIONS
-lq
A
DELTA ANGLE
H.W.
HEAD WALL
A/C
AIR CONDITIONER
L
LENGTH
A
AVENUE
7Q(
LIGHT POLE
AVG.
AVERAGE
M
MEASURED
B.B.
BEARING BASE
M.. H.
MANHOLE
It
BASELINE
M.H.WL MEAN HIGH WATER LINE
B.M.
BENCH MARK
MON.
MONUMENT
BLK.
BLOCK
N&D
NAIL & DISK
BLVD.
BOULEVARD
N.
NORTH
BS.L
BUILDING SETBACK LINE
No.
NUMBER
E
CURVE
N.IC.
NOT INCLUDED
C.B.
CHORD BEARING
O.H.W.
OVERHEAD WIRES
C.B.S.
CONCRETE BLOCK
PC.
PAGE
D.
STRUCTURE
CHORD DISTANCE
P.K.
PARKER KALON NAIL
CENTERUNE
P.
PLAT
C.L.F.
CHAIN LINK FENCE
P.C.
POINT OF CURVATURE
C.D.
CHORD DISTANCE
P.C.P.
PERMANENT CONTROL POINT
C.M.
CONCRETE MONUMENT
P.I.
POINT OF INTERSECTION
C.M.P.
CORRUGATED METAL PIPE
P.L
PROPERTY LINE
CONIC.
CONCRETE
P M.
POWER METER
COUNTY ROAD
p,0.8.
POINT d BEGINNINGC.R.
CT.
COURT
P,O.C.
POINT OF COMMENCEMENT
C
CONCRETE SLAB
PRO
PRO
POINT OF REVERSE CURVE
C
CORNER
PERMANENT REFERENCE MONUMENT
D.
DEED
PROP.
PROPOSED
D.B.
DEED BOOK
cp_)
POWER POLE
DEP
DEPARTMENT OF
RAD.
R/W
RADIAL OR RADIUS
RIGHT OF WAYS.
ENVIRONMENTAL PROTECTION
SOUTH
D
DISTANCE
SEC.
SECTION
DNR NR
DEPARTMENT OF
SOFT.
SQUARE FEET
NATURAL RESOURCES
S.R.
STATE ROAD
DRIVE
ST.
STREET
E.
EAST
STA.
STATION
ESMT.
EASEMENT
STRUC.
STRUCTURE
ELEC.
ELECTRICAL
SUB.
SUBDIVISION
EL
E.O.W.
ELEVATION
EDGE OF WATER
T.B.M.
TEMPORARY BENCH MARK
F.F.
D FLOOR
TELE
TELEPHONE
FND.
OUND
FOUND
T.O.B.
TOP OF BANK
TOPO.
TOPOGRAPHICAL
F,PF,'
FLORIDAHYDRANT
POWER &LIGHT
TR,
iWSP.
TRACT
TOWNSHIP
I.P.
I.P.
I.R.
IRON
IRON PIPE
IRON Rd)
U & D
UTILITY & DRAINAGE
INV.
INVERT
U.R.
UNREADABLE
IRR.
IRRIGATION
W.
WEST
GOYT
GOVERNMENT
®
WATER METER
CR.
GRADE
WV
WATER VALVE
GND.
GROUND
'-s
COMBINED LOTS
HORZ.
HORIZONTAL
H.P.
HIGH POINT
LEGAL DESCRIPTION, ALL OF LOT5. 20. 21. 22. 23.
5' GLF BLOGK 3
0.2. LAKEWOOD PARK UNIT No.4
ACCORDING TO THE PLAT THEREOF A5 RECORDED IN
PLAT BOOK 11. PAGE 2 OF THE PUBLIC RECORDS OF
5T. LUCIE GO., FLORIDA. SAID LAND5 LYING IN 5T.
LUGIE CO., FLORIDA.
CONTAINING 0.9G AGRE5 MORE OR LE55
.�
SURVEY NOTES:
._ .
T'
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
°
PAVER WALK
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
D.
2E THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
ERNE
90, FND. I.R.
NAMED INDIVIDUALS.
$.
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
,.. •_
79.99' -
CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE
FND. 1/2' PIPE
0 4 ti•,o F•
BENEATH THE SURFACE HAVE BEEN LOCATED.
ARE
EXISTING'° Goy o-
j
6. ALL SET CAPS LABELED PSM L.B. 8351
i6 cMP
._.,_.--•
I
SUPPORTED WITH AN 18" LONG #5 REBAR.
N'
ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP
INV.
1�P
I
AS LABELED ON SURVEY.
EL.-18.7a'
ALL FOUND REBAR ARE A 5/8" ROD UNLESS
o
f
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. ORIGINAL SLC BM: TONIC EL.=19.65' NAVD 88.
9. ELEVATIONS (IF SHOWN) HEREON ARE BASED
59.94' -
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
O�
ODD
CERTIFIED TO:
MELVIN PIGKERILL
\
LENNA C. PIGKERILL
ENGINEERING SURVEYING
VEYIN li Gl L111GR1G Vl L1ll L1AV11GRL1 Vll 1\ 11111 R/G1 • L.".00J1
im
BOUNDARY/SITE
CHECKED BY:
W.E.H.
DRAWN BY:
SMD
FIELD BOOK:
396
PAGE NO:
9
REM DAME 07/02/21
SCALE:
1 "=20'
doe NO:
21-2500
DATE: I REVISIONS:
10/08/21 IFORM BOARD LOCATION
FLOOD ZONE: X
BY: EFFECTIVE DATE: 02/16/12
PNL NO.: 12111CO070 J
JPL ® INDICATES EXISTING ELEVATION
INDICATES PROPOSED ELEVATION
O INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC.
PURPOSES ONLY.