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BOUNDARY& TOPOGRAPHIC SURVEY
DIAMOND SANDS, PLAT NO. 2, LOT 1
SAINT LUCIE COUNTY, FLORIDA
\
\� COASTAL CONSTRUCTION CONTROL LINE
\ AS RECORDED IN PLAT BOOK 26, PAGE
\\ \\ J 26-261, PUBLIC RECORDS OF ST. LUCIE-"\,,,
\ COUNTY, FLORIDA. RECORDED SEPT. 15,
0
FLOOD ZONE
AE ELEV 7
\
n _ ` ST. LUCIE COUNTY PARK
FND 4X4 CM
/ \ LB # 959
\ \ N 1087768.274
p E 906476.241
e 4 p~ 10' LANDSCAPE AND
p• �0 po \ ELEV = 3.01 WALL EASEMENT
3 �h lb EDGE OF PAVEMENT N 89056'21 E
FND % RC <
CONSERVATION / h° LB # 7003,1 ?2
EASEMENT _ c
ASPHALT
\ \•� �� �� O \ \ _�-._.. p°' 0V'/ 2 -.LTBRICKr"I rot
< t ° \ I 2 p• ho l3DRIVEL-
\ .JO \ �O CP ' •N \ \ )~,ASPHALT
rod' COVERS
o ENTRY
xh° FND % IRC
II -yV m zV \\ h° 0 \s�hpxh' LB # 7903 �
ASPHALT
COASTAL CONSTRUCTION CONTROL LINE
(1972 CCCL) PER WEATHERINGTON & \
KIRBY SURVEY, FILE NUMBER 81-205L,
`DATED 6-30-81 (PLAT BOOK 16, PAGES - -
32, 32A-32G).
FLOOD ZONE �
VE ELEV 11' - MEAN HIGH WATER LINE
LOCATED ON JUNE 15, 2016, 10:30AM
ELEVATION 0.50 (NAVD OF 1988)
CONVERT TO NGVD OF 1929 IS (+1.49)
° xti3� FND 4X4 CM xm'' xh^y
LB # 959 \\\
\ L
535.29' xb� ° ELEVATION '0' CONTOUR LINE
ti 65, x
p 7 to
� t3
3\ �\
3.87• s ��
or ??• - x'1• �1
4.70
aoo• A•
\ LT
b
Jw LOT 1 �a a ~2~ F b\ Y
,� \ o xh ha m
EXISTING o q0�'m ti C R�93\�j�`°RESIDENCE wHo'x Q-� BCAP kti'ti� •� r,
m GROUND FIFE = 7.7' Fc p x ti
N 1ST FFE=18.7' ., \ ~~ C IN PIPE '
a PARKING FFE 7.4' N o `" xq• \
&\ CT
FND %IRC -1
UNREADABLE \ \ �\ o �1
ROWER
STAI
iT \
` \ FND 4X4 CM � � N 89058'14" E x 7,9 517.30' ♦
FLORIDA POWER &
$ p�-'h \ • \ LB # 959 \ 5.43 \ LIGHT TRANSFORMER �p
0
\ ' FND 5/6 IRC % \ 10' UTILITY EASEMEt� \ \
--\--- (ORB 2334, PAGE 1188) W
\ UNREADABL \�10' PIPELINE BASEMENT\ 0.\\ LOT 2 ♦ N C>
\ N 1087670.801 V, \ (ORB 1734. PAGE 616) ` 1-3 W .,
01 \ PRENOUSLY ESTABLISHED SEAWARD /' N�
906 EV = 4.311 4, \\ \ V�\ \ LIMIT OF �owARD ofoth T11972 CCCLL/ % -0
CONSERVATION \ c5) FLOOD ZONE
EASEMENT _ AE ELEV 7' - -
\ LOT 3
h FND % IRC \
UNREADABLE
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) ]�OT 45
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 53 77• 39 75' ( CANT)
CHANNEL (L1&L2).
FOUND ED "L.4'X4'B. #959
CM
3. THE ORIGINAL GPS RTK MEASUREMENTS, JUNE 15, 2016. TWO TOPCON DUAL � STAMP46 `N
FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME v \ ZZ
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY \ S 6a80.1
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A
0
ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR % > COASTAL CONSTRUCTION CONTROL LINE
Z > > is >
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. AS RECORDED IN PLAT BOOK 26, PAGE > r, a \ o \ Q 26-261, PUBLIC RECORDS OF ST. LUCIE
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE o0 0 ` COUNTY, FLORIDA. RECORDED SEPT. 15,
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND o �-A °0, ca \ aw see.
RECORDED AS THREE DIMENSIONAL (31D) POSITIONS. > ✓ r
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING o\ w�'o
CARLSON SURVEY STANDALONE, SURVEY "'A'�s�
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL: 10MM + 1 PPM (RMS)
VERTICAL: 20MM+ 1PPM (RMS). \. \�• R 94
\ \ BRASS CAP
FOUND 4"X4" CONCRETE MONUMENT
STAMPED `PRM #3859" 53.54'(C)
(BEARING BASE) -
212.13'(MEASUPE • FOUND 4"X$' CONCRETE MONUMENT
N89'56.21 "E STAMPED "PRM #3859"
mho- o xo~
�y x
SEAWARD MOST SEASONAL HIGH WATER LINE
DUNE GRASSES ELEV. 5.35 NAVD OF 1988. \
LOCATED JUNE 15, 2016, 10:00AM
0.51 NAVD OF 1988
MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00
FEET N.G.V.D. 1929 AS PROVIDED BY FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND
FIELD LOCATED ON SEPTEMBER 13-19, 2005,
FLOOD ZONE _
\ VE ELEV 11'
R=17238.7` IN PIPE
R=17188.75' p=00'39'50"
A=00'36'04"
L=180.09' L=199.77' (C)
`(R/W MAP)(c) 1 ` SOUTH LINE OF
SECTION 27
FOUND IRON ROD IN PA T CUT-OUT
\(0.2' SOUTH, AND 0.3' EAS
OF CALCULATED CENTERLINE TERSECTION)
Closure Report
6/19/2016
NORTHING
EASTING
BEARING DISTANCE
1083316.651
912095.456
S 89'56'21" W 318.944
1083316.312
911776.512
N
19'38"38" W 5077.471
1088098.277
910069.605
S 26'41'17" E 581.186
1087579.008
910330.636
RADIUS: 17238.750
LENGTH:
1568.571 CHORD: 1568.030
DELTA: 05'12'48"
CHORD BRG:
S 24'13'38" E
PC-R: S 63-09.58" W PT-R:
S 68'22'46" W
RADIUS POINT:
1079797.330,894948.179 TANGENT: 784.827
1086149.082
910974.087
S
21'37'14" E 1546.600
1084711.294
911543.944
S
21'34'35" E 1499.732
1083316.651
912095.456
Closure Error Distance> 0.03
Total Distance>
10592.504
Polyline Area: 990044.60 sq ft,
22.73 acres
- 2 / 2 6 SECTION CORNER
34 35
\
A1A
1
5
91
ORANGE AVENUE
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EDWARDS on
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nz
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PRIMA NSTA BLVD.
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tJ�
t
SI TE
LOCATION MAP--E�CUE:,
NOT TO SCALE
Jul- 17 9018
STREET ADDRESS Ikcl. 0 Y Pe�rrTli(cnr_,
7900 SOUTH OCEAN DRIVE, JENSEN BEACH, FL. 34957
LEGAL DESCRIPTION
BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION
27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY,
FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEING ALL OF LOT 1, AS SHOWN ON THE PLAT OF DIAMOND
SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES
40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST
BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT
BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
LOCATED AND SHOWN HEREON.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
LOCATED ON THIS SURVEY.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
IN ZONE "AE-7" AND "VE-11". ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,
EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN
ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD
MEASURED DATA.
9. THE LAST DATE OF FIELD WORK WAS FEBRUARY 12, 2017.
10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE
FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP,
ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS.
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
LEGEND & ABBREVIATIONS
A
ARC LENGTH
N&C
NAIL AND CAP
AVE
AVENUE
NO OR #
NUMBER
BM OR 1$�
BENCHMARK
NTS
NOT TO SCALE
BRG
BEARING
(P)
PLAT DATA
(C)
CALCULATED FROM
ORB
OFFICIAL RECORDS BOOK
FIELD MEASUREMENTS
POB
POINT OF BEGINNING
CA
CENTERLINE
POC
POINT OF COMMENCEMENT
CM
CONCRETE MONUMENT
PC'
PAGE
CO.
COUNTY
PRM
PERMANENT REFERENCE
DEG OR '
DEGREE
MONUMENT
FDOT
FLORIDA DEPARTMENT
R
RD
RADIUS
ROAD
OF TRANSPORTATION
RR
RAILROAD
GPS
GLOBAL POSITIONING SYSTEM
R/W
RIGHT-OF-WAY
ID
IDENTIFICATION NUMBER
SA
SETBACK LINE
IP
IRON PIPE
S.R.
STATE ROAD
IR
IRON ROD
ST
STREET
IRC
IRON ROD & CAP
TOB
TOP OF BANK
L
LENGTH
TWP
TOWNSHIP
LB
LICENSED BUSINESS
TYP
TYPICAL
LS
LICENSED SURVEYOR
UE
UTILITY EASEMENT
(M)
MEASURED DATA
&
AND
MON
MONUMENT
0
AT
NAVD
NORTH AMERICAN VERTICAL
DELTA
DATUM
M�
WATER METER
NGVD
NATIONAL GEODETIC VERTICAL
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MANHOLE
DATUM
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DRAWN BY: CA
CHECKED BY: CA
DATE: JUNE 18, 2016
HORIZONTAL SCALE:
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
- ARLES ARNOLD
)FESSIONAL SURVEYOR & MAPPER
RIDA LICENSE NO. 4971
7 -- /Z --�
PRINTED DATE
SHEET I OF 1
PROJECT NO. 16-522