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SITE PLAN
DIAMOND SANDS, PLAT NO. 2, LOT 1
SAINT LUCIE COUNTY, FLORIDA
0
COASTAL CONSTRUCTION CONTROL LINE ` COASTAL CONSTRUCTION CONTROL LINE
AS RECORDED IN PLAT BOOK 26, PAGE ` (1972 CCCL) PER WEATHERINGTON &
26-261, PUBLIC RECORDS OF ST. LUCIE KIRBY SURVEY, FILE NUMBER 81-205L,
COUNTY, FLORIDA. RECORDED SEPT. 15. /DATED 6-30-81 (PLAT BOOK 16, PAGES
1988. !/ 32, 32A-32G).
FLOOD ZONE
FLOOD ZONE
AE ELEV 7' _-------- - �-VE ELEV 11'
_ �-- - y �-
_ ST. LUCIE COUNTY PARK 1
FND 4X4 CM ,o ND4X4C 2
LB # 959 ® 7 LB # 959
N 1087768.274 @ �_
E 906476.241 10' LANDSCAPE AND '
ELEV _= 3.01' WALL EASEMENT rN 6 � 10
EDGE OF PAVEMENTA SET S� IRC W56 2 w 5S "m
- -- - �- 8/5
5 �(II .�-� 13
' S ' h 196.
-99.29' - - _ yo e yti- - - - _ e 157.12 .w e.e 1z,
s3 - se �i
\ \�� 10
CONSE•R1/ATION / AP � - \
\ EASEMENT LO
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63 FT
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\ �I 'b ' - . LB # 959 \ LIGHT TRANSPORIE11 ��"�
\ ,• p• p \ SET % IRC >
a p \ \\ \ 10' UTILITY EASEMENT LB # 7903\ PREVIOUSLY ESTABLISHED SEAWARD 14.3 SEAWARD MOST
$ LIMIT OF ALLOWABLE CONSTRUCTION O DUNE GRASSES •>�
\ FND h8 I C (ORB 2334, PAGE 1188)
10 40' LANDWARD of the 1974 CCCL
�
\ UNREADAB \ B 1.E 734AGE 616 \ \ \\ LOT 2 p�� � Lo
\ N 1087670.801 (ORB
) w \w �cr�RO�
54.99' 47.68' 160.67' \ 25.09' \ 83.00'
�i d \ -� \\ •\ �'� \ N89'58'14"E 400.86'
FLOOD ZONE _
\ \ CONSERVATION c5� FLOOD ZONE \ VE ELEV 11
EASEMENT _ AE ELEV 7' - - \
LOT'All Y
rZ
FROWPOij
i SIDES
CNR SIDES
REAR
I ZNG.
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)
ELEVATION '0' CONTOUR LINE
p �kOp Oti \
x
7.1 \
SEASONAL HIGH WATER LINE
ELEV. 5.35 NAVD OF 1988. \
LOCATED JUNE 15, 2016, 10:OOAM
051 NAVD OF 1988
BEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00
"EET N.G.V•D. 1929 AS PROVIDED BY FLORIDA
)EPARTMENT OF ENVIRONMENTAL PROTECTION, AND
-IELD LOCATED ON SEPTEMBER 13-19, 2005.
y FND !/81RC \
UNREADABLE
� yo Clouser Report 6/19/2016
GLOBAL POSITIONING SYSTEM (GPS) NOTES ?tea a1 NORTHING EASTING BEARING DISTANCE
a 1083316.651 912095.456
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) �+ WT 45 1083316.312 911776.512 S 89'56'21" W 318.944
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 53.77' ( CANT) N 19'38'38" W 5077.471
_ _ _ _ _ _ _ _ _39.7_5'_ 7088098.277 910069.605
CHANNEL(L1 $L2). �o FOUND 447 CM S 26'41'17" E 581,186
% STAMPED "L.B. #959 w 1087579.008 910330.636
3. THE ORIGINAL GPS RTK MEASUREMENTS, JUNE 15, 2016. TWO TOPCON DUAL \ 2L Ara CHORD
17238.750 LENGTH: 1568.571 CHORD: 1568.030 DELTA: 05' 12'48"
FREQUENCY GPS RECEIVERS EQUIPPED WITH RTSKI (REAL TIME Fp g8 \ CHORD BRG: S 24' 13'38" E PC-R: S 63709'58" W PT-R: S 68'22'46" W
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY 5 86.11 RADIUS POINT: 1079797.330,894948.179 TANGENT: 784.827
17
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A �A \ COASTAL CONSTRUCTION CONTROL LINE 1086149.082 910974.087
ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR y > ri AS RECORDED IN PLAT BOOK 26, PAGE S 2137' 14" E 1546.600
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA i N \ \ 0 26-281, PUBLIC RECORDS OF ST. LUCIE 1084711.294 911543.944
> N p p COUNTY. FLORIDA. RECORDED SEPT. 15,
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE ,1 O b. 1988• S 21'34'35" E 1499.732
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND ? iOo_ \ /p `��` \ 1083316.651 912095.456
RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. ��'Pni W ✓ Z 0- Closure Error Distance> 0.03
u \ Total Distance> 10592.504
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING -a Polyline Area: 990044.60 sq ft, 22.73 acres
CARLSON SURVEY STANDALONE, SURVEY
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: %
HORIZONTAL: 10MM + IPPM (RMS)
VERTICAL: 20MM + 1PPM (RMS). \'� \ \ \ BHass CAP
\ R=17238.7` IN PIPS
R=17188.75' +
�00'36'04' 0=0039'50
L=180.09' L-199.77'(C)
FOUND 4"X4" CONCRETE MONUMENT 1(R/W MAP)(C) ` SOUTH LINE OF 2 7 6 SECTION CORNER
STAMPED "PRM #3859 53,54'(C) \ SECTION 27
(BEARING BASE)[' - - - - - - - - - - - - - -
212.13'(MEASURE FOUND 4"X4CONCRETE MONUMENT FOUND IRON ROD IN PAVE NT CUT-OUT
(0.2' SOUTH, AND 0.3' EAS ` 3 4 3 5
N89'S6'21"E STAMPED "PRM #3859 OF CALCULATED CENTERLINE TERSECTION)
\ Al
7
5
ORANGE AVENUE
F. EDWARDS RD.
gtEECt."'_
�vZ
712 V*m Ty ROAD
1A
PRIMA VISTA EILVD.
0
SITE
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
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
i. 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.
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 JUNE 15, 2016.
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
AVE
AVENUE
NO OR #
NUMBER
BM OR
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
PG.
PRM
PAGE
PERMANENT REFERENCE
CO.
COUNTY
MONUMENT
DEG OR '
DEGREE
R
RADIUS
FOOT
FLORIDA DEPARTMENT
RD
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
LICENSEI) BUSINESS
TYP
TYPICAL
LS
LICENSE[) SURVEYOR
UE
UTILITY EASEMENT
(M)
MEASURED DATA
&
AND
MON
MONUMENT
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AT
NAVD
NORTH AMERICAN VERTICAL
A
DELTA
DATUM
QM
WATER METER
NGVD
NATIONAL GEODETIC VERTICAL
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DRAWN BY1 CA
CHECKED BYI CA
DATE, JUNE 18, 2016
HORIZONTAL SCALEI
1"=30'
NOT VALID WITHOUT THE SIGNATUR
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPE
FLORIDA LICENSE NO. 4971
PRINTED DATE _
SHEET 1 OF
PROJECT NO. 16-522