HomeMy WebLinkAbout003 Site Plan - Chambers0
K,
0' 20' 40'
9.E
FND 5/811
60' "TALBOTT"
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
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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
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LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST I B # 7903
i
WELL
+/-90'N
OUT OF RANGE
RYAN DOYLE
1418-133-0010-000-8
4851 BALD CYPRESS TRL
OCCUPIED (FFE = 24.7)
19A9x
EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF 0.
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 2
x 24,71
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DRAINFIELD
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x 20,50
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x
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20,0= VACANT x 19,9'
1
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1418-133-0035-000-9 x1 C14
25.0'
4750 INDRIO RD
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x 41 2' STEPS COVERED
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22,62
d
18,6
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0 4: THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
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GREEN AREA PROPOSED
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-
\ 41. 32.0' ---
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14.0ENTRY 19.0'
STEPS
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NO IDL_ S 89051'14" .E\ IV-/
OHP — DNP — OHP — OHP — OHP — H -- HP — OHP = OHP -- OHf -- OHP — MF ---T =DAP =Oiler UAP = —
4.88
17,49 x -
SOUTH LINE OF THE NORTHEAST X OF SECTION 18,
TOWNSHIP 34 SOUTH, RANGE 40 EAST
19181x-
FND
9,81 FND NAIL & DISK BASE BEARING
LB # 7903 S 8 9° 51 ' 14" E
CENTER 7479.70' 20,8'1 -
OF
SECTION
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0.4' NORTH
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ELEV. = 20.42'130A
DRAINFIELE
�
10
1
2
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20134 1
W VL 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
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FND 3/8" IR
NO IDL_ S 89051'14" .E\ IV-/
OHP — DNP — OHP — OHP — OHP — H -- HP — OHP = OHP -- OHf -- OHP — MF ---T =DAP =Oiler UAP = —
4.88
17,49 x -
SOUTH LINE OF THE NORTHEAST X OF SECTION 18,
TOWNSHIP 34 SOUTH, RANGE 40 EAST
19181x-
FND
9,81 FND NAIL & DISK BASE BEARING
LB # 7903 S 8 9° 51 ' 14" E
CENTER 7479.70' 20,8'1 -
OF
SECTION
•9
*51'17"E
3j1...
FND 5/8' IR
NO ID
0.4' NORTH
UTILITY POLE I
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OHP — DNP — OHP — OHP — OHP — H -- HP — OHP = OHP -- OHf -- OHP — MF ---T =DAP =Oiler UAP = —
4.88
17,49 x -
SOUTH LINE OF THE NORTHEAST X OF SECTION 18,
TOWNSHIP 34 SOUTH, RANGE 40 EAST
19181x-
FND
9,81 FND NAIL & DISK BASE BEARING
LB # 7903 S 8 9° 51 ' 14" E
CENTER 7479.70' 20,8'1 -
OF
SECTION
•9
*51'17"E
3j1...
FND 5/8' IR
NO ID
0.4' NORTH
46.2'
3
rk
4�.0'
12.0'
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INDR-
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21'ASPHALT 80' RIGHT OF WAY 181.85'
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INDR-
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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
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LOCATION MAP
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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
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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
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COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
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9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
3
BEEN LOCATED ON THIS SURVEY.
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NOD
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
DRAWN BYI CA
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP,
CHECKED BY, CA
ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
DATEIJUNE 21,
2020
1825 5/8
FND ' IRC 1 12. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2020.
,
0/0 LB # 7025 1
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�oypGLOBAL POSITIONING SYSTEM (GPS) NOTES
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OHP — OHP — OHP 0HP — OHP —OHP 170- 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L -BAND
X9+4— — RECEIVER.
— X-`7-.6 3�- 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
9 '7 _ CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
SET NAIL & DISK MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
20,32 LB # 7903
BENCHMARK 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
ELEV. = 20.60' USING CARLSON SURVEY 2018.
2-0,57 —
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
20,26 ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
HORIZDNTAL SCALEI (I
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL. SEAL 6FA.FLORIDA
LICENSEDS&VEYOR &b!1 PPER.
SEAL
CHARLES ARNOLD II
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICPNSE NO. 4971
SHEET 1 OF 1
PROJECT N0. 20-518