HomeMy WebLinkAboutFinal Surveyw
RECORD SURVEY
LOCATED IN ST. LUCIE COUNTY, FLORIDA
to
V
4,E
0' 20' 40' 60'
LINE
I BEARING
I DISTANCE
L3
S 24°28'24" E
21.30'
1-4
IS 22°28 17' E
18.88
FLORIDA STATE PLANE COOR
NAD $%a US SURVEY FEET (TYP)
N 1112769.447
E 895639.022
q FND CM # 94-77—A16
\ 10' UTILITY EASEMENT
G
2 A
\ FND NAIL & DISK
LB # 4286 '\ I
N� BENCHMARK
C) G CP ELEV = 4.73'
0 ;Ax >. 7' s- I I
0 01 �<
6,2N�1c9
T C
rn 01
0
v n/ S0 o
amp FND %8 R
\ LB # 42�
FLORIDA STATE PLANE COOR
NAD 8%0 US SURVEY FEET (TYP)
N 1111303.426
E 896152.980
FND CM # 94-77A-16
TRACT "B"
`/
LEGEND & ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
CBS
CONCRETE BLOCK STRUCTURE
CCCL
COASTAL CONSTRUCTION CONTROL LINE
C/L
CENTERLINE
CONC
CONCRETE
CM
CONCRETE MONUMENT
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISH FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR
Q # NUMBER
�I NTS NOT TO SCALE
FND 4"x4"
V 19 DNR CM
\ "R-64"
\'MCP
\ 'O
\\ N x 13,62
CP\ 0. FLOOD ZONE VW-8
Cp\ ;.) I
WESTERLY MOST \
DUNE GRASS
TOE OF SLOPE -ic� \ \ 1//I 13.7
PTflfln'7nATL' AL'C
3 5,53 BENCHMARK
• x 5 ELEV - 4.72' \
32Q$M N 111259428 \
5, �, 132' �� eR��� LOT 32 E 895932.65\\ \
eP OCCUPIED / \\
5 FFE = 7.6' \
.74 FND /s IRC GARAGE = 6.0' \
LB # 4286
89 BENCHMARK N6j2o2
ELEV = 4.72' �3
.S E 895812227 /OOD ZONE A-
6 TOE OF SLOPE
FL LOT 33
(P< / OCCUPIED /
° ORIDA STATE PLANE COOR
cAO NAD $ y" US SURVEY FEET (TYP) /
N 1111886.568 g6�
E 896061.463 g5°31 2
2� FND %-- IR, NO ID N 1 11
FND % IRC
N7 LB # 4286
WESTERLY MOST
DUNE GRASS
OHP
ORB
P
PB
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
TYP
0
N \
\ �cC
A
�pd \
�.3 �' FND % IRC
UNREADABLE
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PLAT BOOK
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
TYPICAL
WATER METER
AND
AT
DELTA
UTILITY POLE
FIRE HYDRANT
SEWER MANHOLE
BACKFLOW PREVENTER
IRRIGATION VALVE
CLEAN OUT
Closure Report Jul 13 2020
Northing Easting Bearing Distance
1112552.643 895789.744
N
34049'24"
W
263.503
1112768.957
895639.271
S
25034'00"
E
280.574
1112515.856
895760.356
S
17°56'37"
E
1274.417
1111303.426
896152.981
S
42°09'03"
E
615,501
1110847.107
896566.034
N
24°28'23"
W
1873.893
1112552.642
895789.744
Closure Error
Distance> 0.00149
Error
Bearing>
N 34°49'24" W
Closure Precision>
1 in 2892494.1
Total Distance>
4307.888
Area: 206104
sq ft, 5 acres
SEASONAL HIGH WATER LINE
LOCATED ON 6/30/2020
NAVD OF 1988 AT ELEV 5.3' --__
EASTERLY MOST /
DUNE GRASS
_,MEAN HIGH WATER LINE
/ / LOCATED ON 6/30/2020
x 5.40 / NAVD OF 1988 AT ELEV 0.5'
8,653 ++� /
°31
�S 65 3 9°�
0
OLD COASTAL CONSTRUCTION
CONTROL LINE PB. 19 PG. 8
CCCL (1972)
EASTERLY MOST
DUNE GRASS
TRACT "A"
/
SEASONAL HIGH WATER LINE /
LOCATED ON 6/30/2020 -/
NAVD OF 1988 AT ELEV 5.3'
wA
//S t1L StJ' 1% v
LOCATION MAP V 0
NOT TO SCALE AUG 2 0
Co. FL
STREET ADDRESS `pptbVdd
4868 WATERSONG WAY, FORT PIERCE, FL 34949 4::urCA ate
LEGAL DESCRIPTION
LOT 31, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT
NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A—D,
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
1n RESIDENTIAL.
j7 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
Z NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
2m SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
0,0 4 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
I CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
S24°28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS
RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT
LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONES "AE-6" AND "VE-8" ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K,
EFFECTIVE DATE FEBRUARY 19, 2020.
6. FLOOD ZONES SHOWN HEREON ARE AN INTERPRETATION BY
THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONES SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
7. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49').
8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
9. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
10, UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY.
11. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
12. 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.
13, THE LAST DATE OF FIELD WORK WAS JULY 20, 2021.
14. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
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 BYi CA
CHECKED BY: CA
DATE: 05/12/2018
HORIZONTAL SCALE:
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
*1`,I/1N11111/7s i
OiD
CHAIONAL dA . dh & MAPPER
D
FLORIDA LICE SE NO. 971
PRINTED DATE
SHEET 1 OF 1
PROJECT N0,20-522