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E
S
SCALE 1 "=30'
CERTIFIED TO:
KIMBERLEE F. CAHILL
DESCRIPTION
LOT 18, BLOCK 15, 1NDIAN RIVER ESTATES -UNIT 3,
ACCORDING TO THE PLAT THEREOF, AS RE ORDED IN PLAT
BOOK 10, PAGE 47, OF THE PUBLIC RECOR S OF ST. LUCIE
COUNTY, FLORIDA.
SAID LAND CONTAINS 0.48 ACRES, MORE 0 LESS.
REAR j1
s
PALM GROVE SUBDIVISION
(P.B. 31, PG 4)
N89'48'05"E
71.70'
N
0
EXISTING
8' X 8'
ALUM, SHED
EXISTING
L14.9'
ALUM.
CARPORT
14.1'
- 37.7'
p20.0'
CO
20.0'�
LEGEND
12.5'
�
\ .\1
A = CURVE CENTRAL ANGLE
FENCE TIE
\
R =CURVE RADIUS
(0.1'. EAST)
c> \
�y
W
L =CURVE LENGTH
(C) = CALCULATED..
:Ln
\
Ln
(P) = PLAT
iN-)
\\ 11
O -
(D) = DEED
rn
16.1'
r-
- ORB = OFFICIAL RECORD BOOK
�
Opt
22'3 \
\1
0 N
-
O
POB = POINT OF BEGINNING
O N
CDU
POC=.POINT OF COMMENCEMENT
O
Z Z
oNo
. I II IR # 5 IRON ROD
H rtx.I U� EL = ELEVATION
W N I I IRC = # 5 IRON ROD & .CAP
I I FPL = FLORIDA POWER AND LIGHT
22.3' 1---30.0 _ _ _ _- ...._FFE =,-FINISH FLOOR ELEVATION._
/ CM = CONCRETE MONUMENT
LOT 17 LOT 18 / / LOT -19 P.L.S.'= PROFESSIONAL LAND SURVEYOR
SURVEY NOTES BLOCK 15 / / LB = LICENSED BUSINESS
P.B. = PLAT BOOK
TUR AND / _ 1. THIS SURVEY IS NOT VALID WITHOUT SIGNATURE IP 1/2" IRON PIPE
q /
ORIGINAL EMBOSSED SEAL OF A FLORIDAi PROFESSIONAL � / MD = MAG NAIL AND DISK
LAND SURVEYOR. / R/W = RIGHT-OF-WAY
I o
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR / / (�s - ExlsnNc SEPTIC TANK
AGENT. �O / / ® =. EXISTING IRRIGATION WELL
3. THE LAST DATE OF FIELD WORK WAS ' FEBRUARY 27, / U.E. = UTILITY EASEMENT
2020 (SKETCH). / D.U.E. = DRAINAGE AND UTILITY EASEMENT
4. UNDERGROUND IMPROVEMENTS AND F, UNDATIONS WERE / / 0 = SET IRC LB 7056
NOT LOCATED AS PART OF THIS SURVEY. / / CURB w
5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH / Q _ALUMINUMM
FLAG POLE
= LAMP POET
R/W LINE OF EASY STREET, BEARING S8,'9'48'24"W� AS / / z
t FENCE. TIE / / FND IP (NO ID) ® WATER METER
MONUMENTED. ALL BEARINGS ARE RELA IVE THERETO: (3.0' NORTH, I/ (1.1' SOUTH, CALCULATED O = AT&T PEDESTAL
0.2' WE/I FENCE TIE 0,4' W
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR x1 'x (2.2' NORTH) EST)
POSITION ® = CABLE TELEVISION Box
REPORTS BY OTHER THAN THE SIGNING ARTY OR R/W LINE — 0 -x I x x _ R/W LIN _ a = WOOD POWER POLE
PARTIES IS PROHIBITED WITHOUT WRITTENCONSENT OF — —
rp_
I. I Q 48 24 �l 573.60' `LL,CONCRETE POWER POLE
FND IP NO lD
S
( )
THE SIGNING PARTY OR PARTIES. � FENCE TIE
(0.9' SOUTH, FENCE TIEt 71.70 C- = GUY WIRE
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 0.4' WEST) (2.4' NORTH) (o.T NORTH) CONC = CONCRETE
12111CO277 J, DATED 2-16-12.
-0- = 3' WOOD PICKET FENCE
20 EASY STREET
ASPHALT (80' R/W`
^.,
BY:
RhCHARD'C. LAVENT RE, FLORIDA P. L
S. #5209 DATE
BOUNDARY SURVEY R E V I S 1 0 N S- BY DATE
ADD FIXED IMPROVEMENTS JOE M 2/28/20
PREPARED FOR ... _ . ....... .... _. _..
................ ....
]ER KIIVIL]EF F. CA ILL
■
BY
DATE
JH
4/8/1,9.
ff
MWH
4/5/19
MWH
4/10/19
RCL
4/11/19
FILE REF:
FIELD
19.3261
GPS
-x- =
6' VINYL FENCE
-o- =
6' WOOD FENCE
-A- =
4' ALUMINUM FENCE
---�.
CHU =
OVERHEAD UTILITY
RECEIVED
PG =
PAGE
ALUM =
ALUMINUM
MAR O 2I1
=
OAK TREE
LSr.L ucieCounty,Permitting 1
=
PINE TREE
EXISTING ELEVATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
4-10-19
HORIZ.
VERT.
SCALE: 1°=30'
SCALE: N/A
Joe No.
19.3261
SHEET
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