HomeMy WebLinkAboutProposed SurveySITE PLAN
LOCATED IN ST. LUCIE COUNTY, FLORIDA
Closure Report Sun Feb 17 09:40:23 2019
Northing Easting Bearing Distance
1112769.447 895639.023
S 17042'14" E 1048.371
1111770.727 895957.830
S 22039'58" E 506.412
1111303.426 896152.981
S 22039'58" E 4185.491
1107441.197 897765.904
N 19024'25" W 3611.081
0' 20, 40' 60, 1110847.107 896566.034
N 24028'23" W 292.604
1111113.421 896444.816
N 24028'23" W 40.000
1111149,827 896428.244
N 24028'23" W 1541.291
FLORIDA STATE PLANE COOR 1112552.643 895789.744
NAD 8%0 US SURVEY FEET (TYP) N 34°48'24" W 264.047
N 1111886.568 1112769.447 895639.023
E 896031.463
FND %" IR, No ID Closure Error Distance> 0.07 Error Bearing> N 90000'00" E
Closure Precision> 1 in 602,262,531,225.1 Total Distance> 11489.297
FND NAIL & DISK - aosure Area: 682494 sq ft, 16 acres \ R-65
C&T LB # 4286 /, /1J11T15 NO MONUMENT FIND
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0) A � DROP INLET
02 ORATE ELEV. = 4.50
Cam,\ \ \ INV. S. = 2.00 / ` FLOOD ZONE E-7 NN °N� 6�
\ NAVD 1988 DATUM / \
FND CROSS IN NAILS / \ / 20- 13 1i
® DROP INLET \ •a �� \ \ j� \ 13,0\ v
BENCHMARK ELEV. = 4.50
NAVD 1988 DATUM
161;�i6Ac'��'
61-, 9 I--
FLOOD ZONEAE-6
x 5.2
" 4.4
1, 0
\ 4.3
\ \ MANGROVE 1 X 3.7
SWAMP <
1' 3,
\ qq
\ '4,
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\ 1.40 9
\ I
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0
LOT 68
5.3 VACANT
x 5.9 /
N 1111119.65
5 09 E 896458.51 /
\ FIND %" IRC
\ LB # 4286 �
i
/ LOT 69
/ VACANT
LEGEND & ABBREVIATIONS
A
ARC LENGTH
OHP
OVERHEAD UTILITIES
\s
A/C
AIR CONDITIONER
ORB
OFFICIAL RECORDS BOOK
Al 2
CBS
CONCRETE BLOCK STRUCTURE
P
PLAT DATA
CCCL
COASTAL CONSTRUCTION CONTROL LINE
PB
PLAT BOOK
C/L
CENTERLINE
PG(S)
PAGE(S)
CONC
CONCRETE
PLS
PROFESSIONAL LAND SURVEYOR
mmw ABM
CM
CONCRETE MONUMENT
POB
POINT OF BEGINNING
DEG OR
DEGREE
POC
POINT OF COMMENCEMENT
ELEV
ELEVATION
PRM
PERMANENT REFERENCE MONUMENT
a
FFE
FINISH FLOOR ELEVATION
PSM
PROFESSIONAL SURVEYOR AND MAPPERca
nHi�anrsonn
v2
FND
FOUND
R
RADIUS
�Z
ID
IDENTIFICATION NUMBER
RLS
REGISTERED LAND SURVEYOR
SITE
IF,
IRON PIPE
R/W
RIGHT-OF-WAY
L
IR
IRON ROD
TYP
TYPICAL
IRC
IRON ROD & CAP
®
WATER METER
LB
LICENSED BUSINESS
&
AND
LOCATION MAP
LS
LICENSED SURVEYOR
@
AT
NOT TO SCALE
M
MEASURED DATA
0
DELTA
MON
MONUMENT
UTILITY POLE
STREET ADDRESS
N&C
NAIL AND CAP
it
FIRE HYDRANT
NAVD
NORTH AMERICAN VERTICAL DATUM
®
SEWER MANHOLE 5012
WATERSONG WAY, FORT PIERCE, FL 34949
NGVD NATIONAL GEODETIC VERTICAL DATUM 0 BACKFLOW PREVENTER
NO OR # NUMBER IV IRRIGATION VALVE
NTS NOT TO SCALE ® CLEAN OUT LEGAL DESCRIPTION
LOT 67, ACCORDING TO THE PLAT OF WATERSONG P.U.D.
MEAN HIGH TER LINE PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
/ LOCATED ON 2/05/2019 �� A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
NAVD OF 1988 EELEV 0.5'
SIr
LEASONAL HIGH WATER LINE ` 7 GENERAL NOTES
OCATED ON 02/05/2019
FLOOD ZONEVE-11 NAVD OF 1988 AT ELEV 5.3' ,5 0 "� 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
g�1 1 01 \ 0RESIDENTIAL.
2 X 1, 0 2. ADDITIONS OR DE I
x3 3 �O' CONTOURO^ DELETIONS TO THIS SURVEY AND/OR MAP S
`' NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
5 MAPPER.
oGU) �a3 6 (ern 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
3 \ ' 0.1 SURVEYOR & MAPPER.
NN0N� 7x 6,7 / \ x 5 0,5 \ 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
3' N 19054'43" W CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
8 / \ 13.53' S24'28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS
\ 9 \ RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT
° 1.36 / \ LUCIE COUNTY, FLORIDA.
12 11 10 9 5 S6 o y 3 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
\ - 2 / 0'1 \ IS IN ZONE "AE-6", "AE-7 AND "VE-11" ACCORDING TO THE
\ x 6,1 6,4 FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C
\ / , 0.4 \ 0194 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT
1,2 \\ DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
CERTIFICATE.
\
7.5 4
6.6\
FND 5 IRC N� �N�O
LB # 4286 ��� U' NA
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FLOOD ZONEAE-
\ / RORIDA STATE PLANE C
NANX90 US SURVEY FEET
N 1111037.460
E 896635.454
%" IR, LB # 4286
9,
5.2 x 4,6 \ 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
5°3 DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC
,
6.7 \\ \ VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49').
\ 5'8 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
SEASONAL HIGH WATER LINE STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
\ LOCATED ON 02/OS/2019
NAVD OF 1988 AT ELEV 5.3'
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
9,0 BEEN LOCATED AND SHOWN HEREON.
1.5 0 1 \ / 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
11,5 \ BEEN LOCATED ON THIS SURVEY.
oGN� / 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
Zm�� FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
��� OTHERS.
Nv'0TA / 11. 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.
cA� Ejl 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 05, 2019.
N
do G
0
�A /O�
FLOOD ZO 13. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
/ MIN. SETBACK REQ. DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
FRONT
SIDESCNR GLOBAL POSITIONING SYSTEM (GPS) NOTES
REAR
SIDE /
REAR'. 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK)
ZNG.
TECH.
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-11
w SYSTEM WITH CHANNELS (L1 & 1-2).
3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON FEBRUARY 05, 2019.
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
\
DETERMINED VIA RADIO/MODEM LINK WITH THE BASE STATION AND RECORDED
R-66
AS THREE DIMENSIONAL (313) POSITIONS.
FOUND
1
�ONUMEN
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
NO
CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR.
<�°
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM
STANDARDS OF PRACTICE PER FLORIDA ADMINSI@AiIVE. F.A.C. 5J-17-051:
HORIZONTAL: 10MM + 1PPM (RIMS) RECEIVED
VERTICAL: 20MM + 1PPM (RIMS).
MAY 2 2 'U'9
ST _Lude County, Permitting
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DRAWN BY: CA
CHECKED BY: CA
DATE: 02/12/2019
HORIZONTAL SCALEI
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL -
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO.4971
-:"�7 -l9
PRINTED DATE
SHEET 1 OF 1
PROJECT ND, 19-510