HomeMy WebLinkAboutDisapproved Final Survey 4700 Indrio Road Chambers Residencew
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RECORD SURVEY FND S/e'IR
FND 5/8' IRC T
NO ID
LB # 7903 0.4' NORTH
LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST
WELL
+/- 90' N
OUT OF RANGE
S 89052'33" E
FND 5/8" IRC 51 1.33M
'ITALBOTT"
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
MHWL
MEAN HIGH WATER LINE
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
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
f �
EAST LINE OF THE W 112 OF SW 1/4 OF NE 114 OF 20,38
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 02
x 24,71
--2 3-1-------------- X 2128
DRAINFIELD
21,10
x- ai,04 -------------- J< 21,25
x 20,50
19,32 S 89052'33" E
19,19 x - 150.8 '
SET 5/8" 1RC x 19,79
LB # 7903 x 19,17
GRAVEL
I
DRIVE
1
20.92
20.3
QD
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0,51
1
73 1
FND /$�� IRC
o
2 18,4
1
LB # 7025
c�
BENCHMARK
ELEV. = 20.42'
30 0
f �1T.
2 I
20�,34 1
l
1. ,69
END OF
DITCH
NTHONY WATERS
ROSS CHAMBERS - x 19.95
1418-133-0040-000-7 `n 6
o 0
4700 INDRIO RD O O
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x 20,11,5UNDERCONSTRUCTION
Q I
' F- W
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LL
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W Q
I
A/C
25.0'
x 19.8 7
45. '
� I
1418-133-0035-000-9
CONCRETEASPHALT
4750 INDRIO RD
CA
23.3
DRIVE
OCCUPIED (FFE = 23.1 }
WELL
75. Q'
TEPS
P
I
2.48
OVERED
41
ZCPORCH
.2'
22,62
1 .7 � �
17.3
-
--------- 22,62
J Qo
N
x 23,10
0 16.0'
0 N
2175
x 19,36
16.7'
O
SEPTIC
1 STORY CBS
AREA
/ RESIDENCE
' Ix 2 2.3 8
I
ro
�
N
FFE = 22.5'
/ �•
22.15--------�
Aic
41.
32.0'
COVERED
14.0' ENTRY O 1 9 , Q'
45.07
^ 'STEPS
ASPHALT
DRIVE
C7
0
U7
ASPHALT
DRIVE
18,62
00
0 o
0�
FND IRC
18,63
LB # 7025
FND 3/8" IR
NO ID S 89°51 ' 14" E
HHP OHP -- OHP - - OHP ONP 44H6 .8 OHP — DHP — QH — OHP H7-- h P — SAP MP = —
(� —-x---19 -A 0
SOUTH LINE OF THE NORTHEAST Y4 OF SECTION 18, 17.4 1) x— O
TOWNSHIP 34 SOUTH, RANGE 40 EAST
19,81x---
FND NAIL & DISK BASE BEARING
LB # 7903 S 89051114" E
CENTER 479.70' l --- -- - 20,8
OF SECTION
END OF
DIRT ROAD
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PRIMA VISTA B00.
1
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
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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 N89651'14"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,
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
FEBRUARY 16, 2012.
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6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
W
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
0
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
f 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 SEPTEMBER 10, 2021.
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— OHP ---- OHP — OHP OHP — OHP — OHP ,�
w 151.82' 19.56 w
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--TOP- OF— BAN U - d- 9 --6 7�— SET NAIL & DISK
20,32 LB # 7903
�- �- S 8 9 ° 51 ' 14" E BENCHMARK
--INDRIO ROAD- --x 2-0Y1 -- 0,57 ELEV. = o.so� --
21'ASPHALT WRIGHT OF WAY 1 81 .85'
20.26
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 MfNIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BY: CA
CHECKED BY: CA
DATE:DUNE 21, 2020
HORIZONTAL SCALE:
1'-20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SUF,tV"ltf"yPER.
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PROFESSIONAL SURVEYOR WMAPPER
FLORIDA LICEN E N0.497
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SHEET OF
PROJECT N0. 20-53 8