HomeMy WebLinkAbout000 Final Survey - 4700 Indrio RoadFND
60' "TALBOTT"
LEGEND &ABBREVIATIONS
A
A/C
BM
C
C/L
CM
CONC
DEG OR '
ELEV
FFE
FND
ID
IP
IR
IRC
LB
LS
M
MON
MHWL
NAVD
NGVD
NO OR#
NTS
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
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
AGE(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
1% L_ V V I% V V V I% V L� I FND %" IRC
LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST LB # 7903 T
I
S 89°52'33" E
51 1.33'M
WELL
+/- 90' N
OUT OF RANGE
RYAN DOYLE
1418433-0010-000-8
4851 BALD CYPRESS TRL
OCCUPIED (FFE = 24.79
19,49x
EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 0,28 0,
x 24,71
�-�1;3-1--------------X 21,28
DRAINFIELD
21,10 j
x--2104--------------x 21,25 x 20,50
_ 19,32 S 89052'33" E
19,19 x 150.8 '
SET V IRC x 19,79
LB # 7903 x 19,17
ROSS CHAMBERS x 19,95
1418433-0040-000-7 ` 0 `n
--
/ � 4700 INDRIO RD o 0
x 2 0, 0 UNDERCONSTRUCTION V
'I-- W
W '
\ co
w
--- Q--
1
1
O
\ O C
NTHONY WATERS
25.0'
1418433-0035-000-9
4750 INDRIO RD w
I OCCUPIED (FFE = 23.1) WELL 75.0' TEPS 23.3 w
22,48 -'COVERED v
41.2 N PORCH
1 .7'
rn 22,62 0wttttA 7.3'
I� I --------- 22,62
rn
No M t \ x 23,10 0 16.0'V c''
x x 19,36 16.7'� �'
co I N 21,75
O SAREA / 1 STORY CBS
(n \ ; RESIDENCE
X 22,38 N FFE = 22.5'
\ 41. 32.0'
COVERED ]pCD
1 4,0'F ENTRY 19.0'
440
STEPS
M
O
O
(n
CRUSHED � �
ROCK rn O
DRIVE � O r
.FND 5/8' IRC 18,63
LB # 7025 � UF
FND 5/8' IR
NO ID
0.4' NORTH
GRAVEL Lo
DRIVE 6?
20,92
118T4
3
� 101
o '40) o 00.73 ,51
IRC O 100 7025 �MARK20.42'42
I
1 2
20I34
1 ,69
END OF
DITCH 19,11
x 19,87 END OF
DIRT ROAD
45. '
° ° RUSHE
CONCRETE ROCK
DRIVE DRIVE
5' OFF
LINE
-s� 18,62
CRUSHED
ROCK
DRIVE
0'
FND 3/8" IR
NO ID
DHP — OHP — OHP — OHP —DHP — H — H,P — OHP — OHP — OHP —DHP =61fr= t1f1P =OAP —OAS UAP-
4��.85 _ — —x-19 6 — — w 151.82' 19156
w w — 4P- BAN Iw- — —
17,49 � — � n ? lI C� �T6�hF � >
SOUTH LINE OF THE NORTHEAST �4 OF SECTION 18, O Z ®—p
TOWNSHIP 34 SOUTH, RANGE 40 EAST 19 81 - O — Ov — DRAINAGE PIPE e p 0
— OP OF -BAN U — d'
FND NAIL & DISK BASE BEARING
LB # 7903 S 89051 ' 14" E q8l
S 89051'14" E
INDRIO RO- AD x =1 CENTER 479 70'
OF SECTION 210 ASPHALT 80' RIGHT OF WAY 181. 8 5'
x 18,43
Q 7
INDRI ROAD
6 A1A 7
91 4 ` f
oRANce autNue
DD9 0
v
mwARDs RD. � 2
aD�O G O
v2
CITY ROAD n
PRDAA VISTA Dlw.
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
CD CU
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.
mi
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE un
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
N SURVEYOR & MAPPER.
jo 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
O CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS
(� o SHOWN, HAVING AN BEARING OF N89'51'14"E (ASSUMED DATUM). N
W� z0
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
V tt. IN ZONE "X ACCORDING TO THE FLOOD INSURANCE RATE MAP, H
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE a
�1 FEBRUARY 16, 2012. (,�
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL F
DATUM (NAVD) OF 1988.
W Ix
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.
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.
`08,25 FND 5/8' IRC
LB # 7025 I
� Oy
I
Oyp \
Oyp
Oyp
OHP — OHP — OHP OHP — OHP — ow",Dr
4— —
—- 9 6 SET NAIL & DISK
20,32 LB # 7903
BENCHMARK
ELEV. = 20.6O'
2 0,5 7
19,74 �
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x 18,82
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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 MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BYl CA
CHECKED BYl CA
DATEIJUNE 21, 2020
HORIZONTAL SCALER
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SO'FiVE90R&MAgPPER.
SURVEYOR &MAPPER
IE NO.497'4
" PRINTED DATE
SHEET 1 OF 1
PROJECT N0. c�0-518