HomeMy WebLinkAboutFormboard Survey 2008-01713UU
0
TE
LEGEND & ABBREVIATIONS
A
A/C
BM
C
C/L
CM
CONIC
DEG OR
ELEV
FFE
FND
ID
IP
IR
IRC
LB
LS
M
MON
MHWL
NAVD
NGVD
NO OR #
N TS
CHIP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
&
IL
N
FND 5/8" IRC
"TALBOTT"
ARC LENGTH
AIR CONDITIONER
BENCHMARK
CALCULATED FROM FIELD MEASUREMENTS
CENTERLINE
CONCRETE MONUMENT
CONCRETE
DEGREE
ELEVATION
FINISHED FLOOR ELEVATION
FOUND
IDENTIFICATION NUMBER
IRON PIPE
IRON ROD
IRON ROD & CAP
LICENSED BUSINESS
LICENSED SURVEYOR
MEASURED DATA
MONUMENT
MEAN HIGH WATER LINE
NORTH AMERICAN VERTICAL DATUM
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
NOT TO SCALE
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PAGE(S)
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR AND MAPPER
RADIUS
REGISTERED LAND SURVEYOR
RIGHT-OF-WAY
WATER METER
AND
AT
DELTA
UTILITY POLE
PINE TREE
00
N
O 0)
O N
O
U)
RECORD SURVEY
LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST
S 89052'33" E
51 1 .33'M
WELL
+/- 90' N
OUT OF RANGE
RYAN DOYLE
1418-133-0010-000-8
4851 BALD CYPRESS TRL
OCCUPIED (FFE = 24.79
19,49x
19.19 x
FND %" IRC
LB # 7025
V WEST
x 24,71
FND %R` IRCQ
LB # 7903
I
EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST
-21,31-------------- 21,28
21,101 DRAINFIELD
x - 21 OA-----------x 21,25
x 20.50
19,32 S 89052'33" E
150.8 '
x 19,79
x 1917
ROSS CHAMBERS "
1418-133-0040-000-7 0
/ 4700 INDRIO RD
x 20 VACANT
�NTHONY WATERS
1418-133-0035-000-9
4750 INDRIO RD
IOCCUPIED (FFE = 23.19 WELL 75.0' 23.3'
22,48 41.2'
N
22.62 1 .7
x 22.62
x 23,10
\ 2175 x 19,36
SEPTIC d
AREA I
' �
x\,38 N /
22.15x- -- ---J
\ 41
O
O
FND 5/8" IRC 18.63
LB # 7025 -\ I -�'
Lo
0
O
x 19,9
25.0'
O
J
Q0
CAI
CA
EXISTING
FORMBOARDS
TOP ELEV. = 22.45'
12.6
10.6'
OPEN
O
O
O
20,92
FND 5/8" IRC
LB # 7025
BENCHMARK
ELEV. = 20.42'
END OF
DITCH
x 19.87
45.2'
45.0'
x 18,62
FND %" IR
NO ID
0.4' NORTH
,28'��,
3: GRAVEL Ln
_ DRIVE
07
�— 20,3
-0 1 019,90
0.51
o 00I18,4I1 ,73
U7 1
30I 0'
1 2
20I,34
1 ,69
19,11
FND 3/8" IR
NO ID S 89051 ' 14" E S 89°51 ' 14" E
OHP - o—Hp — HHP — oHP — oHP 4 H�.88H� — 0HP = oHP oHP — oHP = -TP - iAP =BHP = 151.82'
— — — — — TOP- OF- BANK-X -19-5 6---
SOUTH LINE OF THE NORTHEAST % OF SECTION 18, 17,49 O —� CAL TCC# — — 17 53� —0
TOWNSHIP 34 SOUTH, RANGE 40 EAST 0 �----DRAINAGE PIPE 0
19,81x --- ----TOP--OF-BAD-x-19J5— -�
FND NAIL & DISK BASE BEARING .
LB # 7903 /i S 89051 ' 14" E
o ,14 „ E
- _ - _ _ INDR/O LOAD -x 7-1 '
CENTER 47970' 20,8
OF SECTION 21'ASPHALT WRIGHT OF WAY 181.85
END OF
DIRT ROAD
x18,43
2038
I
19,741
I
x 18.82
Z �¢
W Zw
0
b W W
cow(D
0x
y :!t_
LU
Ct LU
LU
0
W LL u'
O -t
Jco
y a
co
10 T-
W `� z
Cc 0
Zo
>
` w
Z F-
ILL.
0
a w
O Z
J
2 w
y
�,18,25 FND V8' IRC I
0/0 LB # 7025 1
� Oy
I
\ 0/10
Oyo
\ 0/yp
\ Oyp
0HP — OHP OHP OHP — 0HP — OHP 0—
x 9-+4
�7;63-
x 1 3'-'6 7— SET NAIL & DISK
20,32 LB # 7903
BENCHMARK
ELEV. = 20.60'
- - - 20,57
20,26
\"0,oROAD
5
Ail �Z
SITE
ORANGE AVENUE
D
p
Ppp9
EDwARDs
G
RD. �
�O
2
�$
5
OKEEO�"_ E NHIIE CITY ROAD
P�
A,A
t A/
�G
PRIMA NSTA BLVD.
.n
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951
LEGAL DESCRIPTION
THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST
1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40
EAST, EXCEPT THE SOUTH 40 FEET; AND THE EAST 50 FEET OF
THE WEST 250 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST
1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40
FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP
34 SOUTH, RANGE 40 EAST, LESS THE WEST 250 FEET, THE EAST
30 FEET AND THE SOUTH 40 FEET; SAID LANDS SITUATE, LYING
AND BEING IN ST. LUCIE COUNTY, FLORIDA.
RECORDED IN OFFICIAL BOOK 4335, PAGE 1074:
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS
SHOWN, HAVING AN BEARING OF N89°51'14"E (ASSUMED DATUM).
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
FEBRUARY 16, 2012.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP,
ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS JANUARY 25, 2021
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
V
0
Z
U)
10
4
>-
W
co
CL
o
o
a
Fm
aN
oW
Z
2
u,
LL
w�
U
Ww
Z
W Ja
a
W
O
rn
r w
U
>
2
O a
y
C4'o
v♦
Q
z
>
0
D
O
W
�L
J
Fo
J
FE >
64
U)
W
o
(N
z
�
O
L.
it
o
Y
W
Z
w
LL
Z
Z
IL
co
Go
0
Q/
o
_
Q
a
>
w
Z
0
Q
>
a�
w
o
w
O
L�
q
w
q
q
a
u
pq
(U
w
(U
q
0
°WZ
�wg
_0
aao
O
&wN
J
°_=
a
=o�
aam
gKz
woo
o0a
Z
w�U
U
>o-�
LLw=U)�
Z
NW
='UZ
O
W
zNow
z
W
m
W>G;w
F
m
2s)
Rfw�
QQ
,n 0 2N
(i
=
V
o Q°Zg
LL
c�Z
zW<�
�.Uoo
oO oW
2Wo
IX
O
atw%
o❑wU OOfpOw.
aaw
Z�zm
mwFFo
O
UZpF
V
W
'o 'o
G,?_
(�
o>rN
0>3Z
J
mwm
0 J
00,O
Um
a<Ooo
DRAWN BY, CA
CHECKED BY, CA
DATEIJUNE 21, 2020
HORIZONTAL SCALD
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINA $Eo&!bp A41
LICENSED,$d
0:4971 S
SEAL
s >E of
n1
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDALICENSE N,4�4971
SHEET 1 OF 1
PROJECT N0. 20-518