HomeMy WebLinkAboutSurveyLB
LICENSED BUSINESS
OAK
QS
SANITARY MANHOLE
SIGN
NO.
NUMBER
R/W
CM
RIGHT OF WAY
4X4 CONCRETE MONUMENT
PINE
OO
DRAINAGE MANHOLE
LIGHT POLE
P.U.D.E
PUBLIC UTILITY AND DRAINAGE EASEMENT
ED.
FOUND
PALM
0
WELL
®
MAIL OR PAPER BOX
O.R.B.
OFFICIAL RECORD BOOK
PERMANENT REFERENCE MONUMENT
HYDRANT
It
COMMUNICATIONS BOX
P.R.M.
�
SHRUB
P.C.P.
PERMANENT CONTROL POINT
Wv
Q
CABLE TV BOX
BM
BENCHMARK
MAPLE
WATER VALVE
F.F.
FINISH FLOOR
us
�
WATER METER
POWER POLE
ELEV.
ELEVATION
R
RADIUS
CITRUS
CLEANOUT
9''
ELECTRIC BOX
A
L
DELTA
LENGTH
ELM
®
CATCH BASIN
UTILITIES SIGN
I.D.
IDENTIFICATION
O
MONITORING WELL
SEC.
SECTION
®
CURB INLET
TWP.
TOWNSHIP
MISC. TREE
ROV
sv
N
SANITARY VALVE
RGE.
RANGE
N
REUSE WATER VALVE
CH.
CHORD
BLOW -OFF
IRV
QT
TELEPHONE MANHOLE
CHB.
CHORD BEARING
M
IRRIGATION VALVE
(C)
CALCULATED
P
PULL BOX
®
YARD DRAIN
®
POST WOOD OR STEEL
(M)
MEASURED
O
PLA T
cv
GAS VALVE
PROPOSED DRAINAGE
CONCRETE POWER POLE
(D)
tR
DEED
1/2" IRON ROD
5 °""
FIRE DEPARTMENT
CONNECTION
TRANSFORMER PAD
®
SEPTIC TANK
IRC
1/2" IRON ROD AND CAP
-Me
STOP LIGHT
BACK FLOW PREVENTER
IP
EP
3/4" IRON PIPE
EDGE OF PAVEMENT
TILE SURFACE
"p°
REUSE WATER METER
"W
SPRINKLER HEAD
P.R.D.
PLANNED RESIDENTIAL DEVELOPMENT
N.P.
A/C
NAIL & DISK
AIR CONDITIONING PAD
-
SOIL BORING
9 9
PROPOSED ELEVATION
CONCRETE SURFACE
-6
P/E
P.L,S.
SWIMMING POOL EQUIPMENT PAD
PROFESSIONAL LICENSED SURVEYOR
EXISTING ELEVATION
BRICK PAVER SURFACE
P.S.M.
PROFESSIONAL SURVEYOR & MAPPER
x99
R.L.S.
REGISTERED LAND SURVEYOR
LEGAL DESCRIPTION
LOT 6, OAKBRIDGE SUBIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 57, PAGE 5, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
Map
Survey
Performed
For
Marcel D,,,,ragomir
R PORT' QE SU Rff.X
• TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC _
• SURVEY USE: PERMITTING
• MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1
1655 27TH STREET, SUITE 2, :VERO BEACH, FLORIDA 32960
PHONE (772) 564-8050 FAX (772) 794-0647 \
• THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A
.
FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR - +
REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT w
WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. �V
• THE HORIZONTAL ACCURACY OF THE MEASUREMENTS OBTAINED MEETS OR EXCEEDS THE �0 SEA
REQUIREMENTS FOR THE TYPE AND EXPECTED USE OF THIS SURVEY,
• HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES,
SIMILAR FEATURES HAVE A HOR
IZONTAL
TS AND S
DRIVEWAYS, CULVERTS )
MAILBOXES, POWER POLES, D /
FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET.
'
• ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN k<j
MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0,10 FEET. h�4
• DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 8127119 ,ry
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: 8+
A) PLAT,
FD. IRC 18.3 /
B) SOUTH LINE OF LOT 6 LB 4644 X//1E 7
C) THE BEARING BEING S8936'55"E a19'EAST18.4 X,62(
IIf 18.8
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE
FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO 77TLE OPINION IS EXPRESSED OR IMPLIED.
185X �..�:X 89
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES,
UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. L T ICI 5, 15' DRAINAGE
• THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X PER FLOOD INSURANCE RATE VA AN`T EASEMENT
MAP 12111COO70J, DATED FEBRUARY 16, 2012.
7.50'
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME.
'es
X 8.8
• ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH
THE STANDARDS OF THE UNITED STATES.
rn
• THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR SMALLER.
1.e I
BENCHMARK NOTE:
THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL
DATUM OF 1988. THE PRIMARY BENCHMARK U77LIZED FOR THIS SURVEY IS SAINT LUCIE COUNTY
VER77CAL CONTROL DISK IN CONCRETE "CAT", ELEVATION 5.48'. SITE BENCHMARK IS AS SHOWN.
CFRT1FfE®_ T®
1) MARCEL DRAGOMIR
h'
C
�1
9
X izo
X 16.9
18.2 X ,
ED. IR
NO ID .
rn
FD. N.D. c
W
W 4po
ttt,1
St.
'C4 eC outmenr
O
-c- 0 .
K
moo
�
iLUWN
S
o
44
,\
19.46 bb yp
�F--1-9
y
--- - -f --
�''i
�f'�f ® {'�/R R (/'.1 ]ram COURT
I D o U R
--_
SITE BENCHMARK
ELEVSET N 1I9.59'
_~
EP - - -�C ta58
V/ \ 1 \ V 1 t� V
0
6- '-
-'. EP -
�-
1,
193f X 19.3 L=2216 , R=25.00' X 19 2
-
X 19.0
- ---.-C19.64
X 19.0 A-/g X 19.1
19 56 X 19 1 X 1&6. CHB=S6459�26"W X 18.8
X 18.5
X 18.6 0 '.
X18.4X 184
X18.9 CH =21.44'
X19.24 0 X 18.9
/X 192 X 19.0 fge=DSQ 4T1 �•
8in.
X 19.0
X 18.6
Bin ,96 : ^�
X 19.1
sou1H
!C
LOT 7
z X 8.8 VACANT
9
15' DRAINAGE
EASEMENT
9
�.
18.5
>s�
16.7 X 16.5
1Z8 X17:9
. /ence ool
FD. IRC
LB 4644
0
0
a
a
a
o
0
r=
�
z
C
�
y
O
3
W
O
a
y
w
a
Q
9
IM
0
Rf
d'
m
1
0
10
orn
CO
N
the
rco
O� U
Na
9126119
SCALE
1.- 20'
SHEET NO.
1 OF 1
FILE NO.
4989.06
IH:L14%��:)➢