HomeMy WebLinkAboutBOUNDARY SURVEYGRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
POSSIBLE
ENCROACHMENT
FND IRC 7025 MES/STORM PIPE (3.9' EAST)
-STORM
o oT-o
o 0
0
❑ ❑
f FENCE TIE
I (0.6'
L6
g .EAST)
N
188.2'
0�
ALUM
SHED
Q -STORM
a_
-
EXISTING 'v
U W n-
METAL N
BUILDING
N C
2o2. s'
49.9'
�
O o
0
O
351.2'
0
O FENCE TIE
Z O (1.5' WEST)
m
0a
v
O O
O
-STORM
FND IRC 7025 FENCE TIE
(0.3' NORTH,
-
1.3' EAST)
x
CERTIFIED TO:
DAVID A. GREEN AND AMANDA G. GREEN, HIS 'WIFE
EDWARD W. BECHT, P,A.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
TROY DRAWDY AND JENNIFER POTTORF, AS TRUSTEES OF THE
UNIFIED CREDIT TRUST OF U/W
OF PAMELA
L. DRAWDY
PERMIT # 1802-0329
SCANNIED
BY
DESCRIPTION
St Lucia ut"v
i
LOTS 19 AND 20, BLOCK A, TROPICAL ACRES, ACCORDING TO THE PLAT Dot p�ov
THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 20 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA
SAID LAND CONTAINS 1.46 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 MARCH 27, 2018 (SKETCH).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART
OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT -19, BEARING
S89°32'00"W, PER PLAT. ALL BEARINGS ARE RELATIVE THERETO.
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS
OTHERWISE SHOWN.
7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111CO175 J, DATED 2-16-12.
8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS,
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS.
9. 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.
10. OWNERSHIP OF FENCES IS UNKNOWN.
RICHARD C LAVE4 7URE
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209
DATE
LOT 21
N89°32'00"E
636.84'(C)
636.99'(P)
POSSIBLE
ENCROACHMENT
PP/OHU (2.8' SOUTH)
❑ 13.2' 13.5'
❑ 25. 7'
L) EXISTING
p 6RESIDENCE� [p
❑ U N EXISTING
LOT 20 FFE=101.6'
BLOCK A 72
CONC
SLAB - TO N 16.08.3
in
i M M C,LOT 19 I °4 1s.o' a.3
BLOCK A I
ri N
o
- - - - - - w
l0 in 0
L- - - - - -
-
S89`32 00' W FENCE TIE
637.07'(C) x (1.0' SOUTH)
637.09'(P)
LOT 18
POSSIBLE
ENCROACHMENT
WPP/OHU (0.6' SOUTH)
FND IP (NO ID)
(0.1" NORTH,
0.4' EAST)
RECEIVED
MAR 2 8 Z018
ST. Lucia County, Permitting
l 03z9.
o ~
Q
0-
D_ 1 PROJECT BENCHMARK
249.2' w n � EL = 100.00'
(ASSUMED DATUM)
EXISTING T - ® - - - - - o Q \^
'FORMBOARDS - - o0 0LJ
TOP OF FORMS o o O�
EL=101.60' ono
225, 0, w 12REVEL oDR�Z LEGEND
- 6 =CENTRAL ANGLE
R = CURVE RADIUS
FND IP (NO ID) I L = CURVE. LENGTH.
FENCE TIE FENCE TIaNZ.
(C) CALCULATED
(0.2' SOUTH) (1.1' SOUTH) x E < I (P) = PLAT
FENCE TlEyx(0.5' SOUTH, D x I 2.0' WEST).- oz ro (R) = RADIAL
FND = FOUND
x 1 POO = POINT OF COMMENCEMENT
BOUNDARY SURVEY - R E V' S I ° N S - tJO
DATE
RE- 5/22/13
----.._-- ADD, PROPOSED IMPROVEMENTS 2/16/18
PREPARED FOR FORMBOARD TIE-IN SURVEY 3/28/18
DAVID A. GREEN & AMANDA G. GREEN
BY
DATE
FIELD
MWH
5/16/13'
CALCS
RCL
5/15/13
DRAWN
MWH
5/20/13
CHECKED
ROL
5/20/13
FILE REF,
FIELD BK/PG
3 2284
13-227/26-28
PQB
= POINT OF BEGINNING
PRM
= PERMANENT REFERENCE MONUMENT
CM
= CONCRETE MONUMENT -'
Li
z
FFE'
= FINISH FLOOR ELEVATION
j EL
=' ELEVATION
3� FPL
= FLORIDA POWER AND LIGHT
(h CHU
= OVERHEAD UTILITIES
NO
= NAIL AND DISK
N
I P.L.S.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
PG.
= PAGE
R/W
= RIGHT-OF-WAY
D.E.
= DRAINAGE EASEMENT
IP
= 1/2" IRON PIPE
HDCP
= HANDICAP
ALUM
= ALUMINUM
CBS.
= CONCRETE BLOCK STRUCTURE
SF
= SQUARE FEET
Wi
= CURB INLET
®
= CONTROL STRUCTURE
CALCULATED
0
= .SET #5 IR & CAP LB 7056
- POSITION
= METAL LIGHT POLE
QQ
= WOOD PILING
rQ,
= WOOD POWER POLE
(-
= GUY WIRE
CONC
= CONCRETE
WPP
= WOOD POWER POLE
D.U.E. -=
DRAINAGE AND UTILITY EASEMENT
= FIRE HYDRANT
w„
D4
= WATER VALVE
sv
X
= SANITARY VALVE
ov
X
= GAS VALVE
TOB
= TOP OF BANK
ORB
= OFFICIAL RECORD BOOK
PG
= PAGE
RCP
= REINFORCED CONCRETE PIPE
AC.
= ACRES
❑
= DRAINAGE STRUCTURE
QS
= EXISTING SEPTIC TANK
®
= EXISTING WELL
IR
= #5 IRON ROD
IRC =
#5 IRON ROD AND CAP
0-0 =
3/4" BACKFLOW PREVENTER/WATER METER
-STORM- =
EXISTING STORM PIPE
-W- =
EXISTING WATER MAIN
-FM- =
EXISTING FORCE MAIN
-GAS- =
EXISTING GAS LINE
O =
DRAINAGE MANHOLE
17 =
WATER METER
-x- =
4' HOG WIRE FENCE
-o- =
5' WOOD FENCE
-❑- =
4' CHAIN LINK FENCE
=
MITERED END STRUCTURE
MES =
MITERED END STRUCTURE
LAVENTURE & ASSOCIATES, INC. DATE:5-20-13
PROFESSIONAL SURVEYING AND MAPPING SCALE: 1°=30'
2552 PETERS ROAD SUITE D JOB No. 13.2284
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX SHEET 1 OF 1