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7E
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
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
&
A
FND 5/g' IR
RECORD SURVEY FND 5/$" IRC NO ID
LB # 7903 � 0.4' NORTH
LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST
OO
WELL
+ /- 90' N
OUT OF RANGE
S 8905233 E
ND 5/8" IRC '
51 1 .33 M
"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
RYAN DOYLE
1418-133-0010-000-8
4851 BALD CYPRESS TRL
OCCUPIED (FFE = 24.7)
19,49x
I
EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 114 OF 0 20,38
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 0,28
x 24,71
--213-1-------------- 2128
DRAINFIELD
21,10
x--- a1,-0-4-------------- x 21,25 x 20,50
19,32 S 89052'33" E
19,19x 150.8 '
SET 5/g" IRC x 19,79
LB # 7903
x 19,17
ROSS CHAMBERS I x 19.95
1418-133-0040-000-7 `p Lo
O O
4700 INDRIO RD
0 UNDERCONS TRUCTION
x 20,
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A/C
ANTHONY WATERS
25.0'
1418-133-0035-000-9
4750 INDRIO RD
OCCUPIED FFE = 23.1' WELL 75.0' TEPS 23.3'
22A8
22,62
In Q---------x 22,62
N x 23,10
0 x
° �' 21,75
O N
O SEPTIC
(n `�A
'x 2 2,3 8
22,15----------
x 19,3
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CRUSHED
ROCK
DRIVE
FND 5/s" IRC 63
LB # 7025
FND 3/8" IR
NO ID S 89051 ' 1 4" E
OHP — DHP --0 H P — OHP DHP 449.80 � — 0HP = 0HP OHP OHP = 0�-0HP = OHP ORP -
- — -x-19-64
SOUTH LINE OF THE NORTHEAST %4 OF SECTION 18, 17,49 x-
SOUTH
TOWNSHIP 34 SOUTH, RANGE 40 EAST
19 , 81 x---
FND NAIL & DISK BASE BEARING
LB # 7903 S 89051 ' 14" E
CENTER 4 7 9.7 0' - 2 0, 8
OF SECTION
41 .2'COVERED
6
/El w
A/C
14.0'
N PORCH
1 .7' v J
0 16.0'
16.7'- �
1 STORY CBS
RESIDENCE
FFE = 22.5'
32.0'
COVERED O
ENTRY o 19.0,
°ISTEPS
S 89051' 14" E
GRAVEL
I
DRIVE
20,92
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20,3
1 019,90
6'
O
0,51
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00 188 4 1
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FND 5/s" IRC
O
1
LB # 7025
cn
1
BENCHMARK
ELEV. 20.42
1300
1�
2
I
20�34
19,69
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END OF
DITCH
x 19,87
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a
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CONCRETE ROCK
DRIVE DRIVE
5' OFF
LINE
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BAN
--- S 8 9 ° 51 ' 14" E
- ----INDRIO ROAD- x 2-0--7-1 _ -
21'ASPI'4ALT WRIGHT OF WAY 181 .85'
19,11
END OF
DIRT ROAD
19,741
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x 18,82 1
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PRIMA VISTA BLVD.
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 E300K 4335 PAGE 1074:
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GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL
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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).
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5. ' FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
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IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
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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.
W
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
(j
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.
I 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
I 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 OCTOBER 23, 2021.
18,25 FND 5/sly IRC
0yp LB # 7025 1
oy 1
0/
---_ Oyp
DHP — DHP 0HP 0HP — 0HP — 0HP
-X-19 14
— — -x 7-63-
!'1967 SET NAIL & DISK
20,32 LB # 7903
BENCHMARK
2 0 , 5 ELEV. = 20.60'-
1
GLOBAL POSITIONING SYSTEM tGPS) 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 (1=.A.C.) 5J-17-051.
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DRAWN BY: CA
CHECKED BY, CA
DATE: JUNE 21, 2020
HORIZONTAL SCALE:
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
L
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICE SE NO.497
PRINTED DATE
SHEET 1 OF 1
PROJECT N0. 20-518