HomeMy WebLinkAboutForm Board SurveyGRAPHIC SCALE
( IN FEET )
I inch = 20 ft.
T-
LOT 22
REEVE STREET
(20' UNOPENED R/W)
S89'40'14"E
100.00'
SET MDR l
LB 7056
FND IRC 8111
(0.6' NORTH,
0.2' EAST)
W
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OCT I .P010
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CERTIFIED TO:
PORT ST. LUCIE PROPERTIES, INC.
PERMIT # 2006-0048 -rom6
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DESCRIPTION
LOT(S) 24, 25, 26 AND 27, J.A. SMITH'S SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE(S) 104, OF THE PUBLIC RECORDS OF
ST.LUCIE COUNTY, FLORIDA.
SAID LANDS -CONTAIN 0.62 ACRES, MORE OR LESS:
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A
FLORIDA PROFESSIONAL LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT.
3. THE LAST DATE OF FIELD WORK WAS OCTOBER 6, 2020 (F.B. 20-259/55).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS
SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF GOPHER RIDGE ROAD,
BEARING N89°40'14"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO.
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS OTHERWISE SHOWN.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS
AND RIGHT-OF-WAYS APPEARING 1N THE PUBLIC RECORDS.
9. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 K, DATED 2-19-20.
„i,ppTbpgllry/^
RICHARD C. LAVENTI`YRE r
FLORIDA PROFESSIONAL LAND SURVEYOR, .5209 r
III1111111111 i,i N4
LOT 24
LOT 26
LOT 28
LOT 30
POSSIBLE
I
POSSIBLE
ENCROACHMENT
I
(WPP & CHU)T
(SEE NOTE #8)
00
(SEE NOTE #8)
LEGEND
A =
CENTRAL ANGLE
R =
CURVE RADIUS
^?�
L =
CURVE LENGTH
i
P
(C) =
CALCULATED
P =
PLAT
(R) =
RADIAL
O
I
FND =
FOUND
U)
POC =
POINT OF COMMENCEMENT
-
POB =
POINT OF BEGINNING
-
PRM =
PERMANENT REFERENCE MONUMENT
CM =
CONCRETE MONUMENT
FFE =
FINISH FLOOR ELEVATION
EL -.
ELEVATION
..
I
FPL
= FLORIDA POWER AND LIGHT
OHU
= OVERHEAD UTILITIES
.... y
= MAG NAIL .AND DISK
LOT
25
LOT 27
P.L.S.
=PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
30.0'
17.9'
PG.
= PAGE ,
12.3' o
'w
22 9
R/W
= RIGHT-OF-WAY
�.
D.E.
= DRAINAGE EASEMENT
10.9
IP
= 1 /2" IRON PIPE
EXISTING
LOT 29
I
LOT 31
HDCP
N FORMBOARDS
ALUM
= ALUMINUM
TOP OF FORMS
_ CBS
= CONCRETE BLOCK STRUCTURE
EL=T03.37
I
SF
= SQUARE FEET
Wi
= CURB INLET
5.7
CE�j
= CONTROL STRUCTURE
123'
iO
0
= SET IRC LB 7056
- 30.0'
. -13.8'
1.4'
= METAL LIGHT POLE
71T
_
Oi
= WOOD PILING
q0..,
= WOOD POWER POLE
N
C�
= GUY WIRE
CONC
= CONCRETE
19.9'
WPP
= WOOD POWER POLE
18.0'
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
= FIRE HYDRANT'
p4
=WATER VALVE
�
sv
= SANITARY VALVE
N
w
pd
=GAS: VALVE
I
CALCULATED
TOB
= TOP OF BANK
R/W LINE
'�A\�-.-
POSITION
ORB
= OFFICIAL. RECORD BOOK
-
PG
= PAGE
N89'40'14"W
_
- 595.00"
y
FRCP
= REINFORCED CONCRETE PIPE
1 QO.00'
AC.
= ACRES
❑
= DRAINAGE STRUCTURE
-
-
QS
= EXISTING SEPTIC TANK
GOPHER RIDGE 'ROAD
ASPHALT
IR
= EXISTING WELL
(30' R/W)
IRC
= #5 IRON ROD AND CAP
0-0
= 3/4"'BACKFLOW PREVENTER/WATER METER
PROJECT BENCHMARK
-STORM-
= EXISTING STORM PIPE
SET NAIL/TIN TAB (NO ID).
-W-
= EXISTING WATER MAIN
EL=100.00 (ASSUMED)
= EXISTING FORCE MAIN
L~
--FM-
GAS-
= EXISTING GAS LINE
LLl
®
= DRAINAGE MANHOLE
(i
EI
= WATER METER
i-�
-x-=
4' CHICKEN WIRE FENCE
= 5' WOOD FENCE
-o-
= 4' CHAIN LINK FENCE
(n O
®
= MITERED END STRUCTURE
`l
MES
=MITERED END STRUCTURE
Q
BOUNDARY SURVEY
PREPARED FOR
PORT ST. LUCIE PROPERTIES, INC.
C
- R E V I S 1 0 N S- BY DATE
ADD PROPOSED FFE 0
FORMBOARD TIE -1N SURVEY MwH 0
BY
DATE
FIELD
JPH
3/17/20.
CALCS.
RCL
3/16/20
DRAWN.
MWH
3/18/20
CHECKED
RCL
�3/18/20
FILE REF.
FIELD BK/PG
20.3424
1 GPS.
LAVENTURE & ASSOCIATES, INC
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-643Q PHONE (772) 398-6426 FAX
DATE:
3-18-20
SCALE:
1"=20'
JOB No.
20.3424
SHEET
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