HomeMy WebLinkAboutSite PlanFLORIDA STATE PLANE COOR.
NAD 83/90 US SURVEY FT. (TYP)
N 1112769.447
E 895639.022
FLORIDA DEPARTMENT OF
NATURAL RESOURCES
CM k 9477A-16
Y `_
R
a
LEGEND & ABBREVIATIONS
A ARC LENGTH
A/C AIR CONDITIONER
CBS CONCRETE BLOCK STRUCTURE
CCCL COASTAL CONSTRUCTION CONTROL LINE
C/L CENTERLINE
CONIC 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 3,
2,7 ,9
LS LICENSED SURVEYOR
lew
M MEASURED DATA 2,2
MON MONUMENT
N&C NAIL AND CAP
NAVD NORTH AMERICAN VERTICAL DATUM
NGVD NATIONAL GEODETIC VERTICAL DATUM
NO OR # NUMBER \
NTS NOT TO SCALE
OHP OVERHEAD UTILITIES 2,66
ORB OFFICIAL RECORDS BOOK
P PLAT DATA
PB PLAT BOOK
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
TYP TYPICAL
® WATER METER
& AND
AT
A DELTA
0 UTILITY POLE
'C� FIRE HYDRANT
ss SEWER MANHOLE
® BACKFLOW PREVENTER
IV IRRIGATION VALVE
® CLEAN OUT
FND NAIL & DISK
LB /j 4286
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2,82� N',
SITE PLAN)�'r�
LYING IN ST. LUCIE COUNTY, FLORIDA
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FLORIDA STATE PLANE COORDINATE
NAD 83/90 US SURVEY FT. (TYP)
N 1111303.426 \
E 896152.980 \
FLORIDA DEPARTMENT OF / \
NATURAL RESOURCES
CONC MON /19477A-16
FLORIDA STATE PLANE COORDI
NAD 83/90 US SURVEY FT. ("
NO MONUMENT FOUND
N 1110978.661
E 896472.093
FNDNAIL
&DISK \ \
MEAN HIGH WATER LINE
LOCATED G4/19/2017
NAVO 19W DATUM
0.52 ELEVATION UNE
SEASONAL HIGH WATER LINE
LOCATED 04/19/2017
NAVD 1968 DATUM
5.4 ELEVATION LINE
\ 0, 5
5,9
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
4876 WATERSONG WAY, FORT PIERCE, FL 34949
LEGAL DESCRIPTION
BEING ALL OF LOT 50, 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.
.p NE
x 5.6 \ 6.7*\� - 'A �J Z LOCATED 04/1 /9'MEAN HIGH WA/220117
NAVG 1988 DATUM
\ 0.52 ELEVATION LINE GENERAL NOTES
8,9 x 6.3 75.4
HIGH WA70 LINE
LOCATED I 04/19/20I7 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
x 5 7 9 1988 DATUM
3, ELEVATIONLNE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
N24'28'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD,
8, x 6,2 \ PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
8.8 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
x 2. \ BEEN LOCATED AND SHOWN HEREON.
�8 5
3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
\ \ BEEN LOCATED ON THIS SURVEY.
NAD 83 STATE PLANE C00RDIANTE
-� 73
1 ,1 NAD 83/90 US SURVEY FT. (TYP) 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS
N 1111820.346 E 896323.124 \ PROPERTY IS IN ZONE u AE-6" » AE-7" n , AND VE-11rr
13.5 FLORIDA DEPARTMENT OF / ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY
ENVIMON # ENTALS-765 PROTECHTON PANEL NO. 12111 C 0194 J, EFFECTIVE DATE FEBRUARY 06,
MON N 5-765
3.54 / 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY
/ ) AN ELEVATION CERTIFICATE.
l� 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT
FLOOD ZONEVEII / THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA
/ LICENSED SURVEYOR & MAPPER.
6. 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.
Clouser Report
5/3/2017 19:46 7. THE LAST DATE OF FIELD WORK WAS APRIL 19, 2017.
\ \ NORTHING EASTING BEARING DISTANCE
\
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS 1112769.447 as5s3s.o23 S 17'42'14" E 1048.371 BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
1111770.727 895957.830 PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY
\ 1111303.426 896152.981 S 22.39'58" E 506.412 OR PARTIES.
N 00'47'32" W 465.345
1111768.727 896146.548 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON
DDZON &7 \ N 2653'32" w 112z.os2 1112769.447 895639.023 NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88),
Closure Error Distance> 0.00000 Error Bearing> N 90'00'00" E REFERENCE BENCHMARK "USCG CM B-308" WITH AN ELEVATION
Closure Precision> 1 in 8863062173.5 Total Distance> 3142.190 OF 2.01' CONVERTION TO NATIONAL GEODETIC VERTICAL DATUM
Polyline Area: 137818.65 SDI ft, 3.16 acres (NGVD) OF 1929 IS (+1.49').
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y,A 0 10. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
\moo° n0 DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
r s� r
`yF 'P GLOBAL POSITIONING SYSTEM (GPS) NOTES
�Gy�� 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
CE.A y 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12
a,oy a CHANNEL (L1 R L2).
9 LT
0 3. THE ORIGINAL GPS RTK MEASUREMENTS, APRIL 19, 2017. TWO TOPCON
0% DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A
\ ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA.
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE
AC At Yctx_t> Z DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND
U
RECORDED AS THREE DIMENSIONAL (30) POSITIONS.
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
CARLSON SURVEY STANDALONE, SURVEY +.
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
R-66 HORIZONTAL: 1 OM114, + 1PPM (RMS)
NO MONUMENT FOUND VERTICAL: 20MM + 1PPM (RMS).
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DRAWN BY, CA
CHECKED BY, CA
DATE, 4/29/2017
HORIZONTAL SCALE,
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
CHARLES ARNOLI
PROFESSIONAL SURVEYOR & MAPPEI
FLORIDA UC NSE NO. 4971
Z41-VI
PRINT D DATE
SHEET 1 OF 1
PROJECT NO,17-523