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NAD A%o US SURVEY FEETNATES
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RESOURCES CM # 94-77-A18 'V`S7g?�8Q
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UNASSIGNED SOUTH OCEAN DRIVE, FORT PIERCE, FL 34949 m No
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In 1114508.824 894945.119 LOCATION MAP
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FLORIDA STATE PLANE COORDNATES S 22'05'33" E 865.750 LU 2 Z ti
NAD e%o US SURVEY FEET U�y 1113706.639 895270.730 NOT TO SCALE � O LL O Y
N 1116144.709 G S 21'23'57" E 1005.274 0-1 Z
E 893736.025 1112770.668 895637.517 Z GGo Z
FLORIDA DEPARTMENT OF NATURAL S 25'34'15" E 978.740 d 000
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/ RESOURCES CM#94-77-A18 - - - - NORTH LINE GOVERNMENT LOT 4 _ 1111887.793 896059.968 LEGAL DESCRIPTION v 0
S 08'54'19" E 589.770 d
1111305.133 896151.265 KNOWNBEING NT
N 22'50'38" w 2602.689 LLOT 4,SECTON 29, TFALYING 1G
OWNSHIP35SOUTHND ,RANIGE41EASST T, .
\ 1113703.682 895140.844 \ LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY \ N 29'55'31" w 2a1s.s24 1116144.699 893735.765 DESCRIBED AS FOLLOWS; STARTING AT THE INTERSECTION OF THE
\ S 51*40'11" E 1020.843 EAST RIGHT OF WAY LINE OF STATE ROAD A-1-A AND THE SOUTH
\ 1115511.579 894536.565 S 22'10'03" E 1082.790 LINE OF THE NORTH 1100 FEET OF SAID GOVERNMENT LOT 4,
\ \
\ � 1114508.824 894945.119 \ THENCE RUN N89'41'15"E ALONG THE SOUTH LINE OF THE NORTH } v,
LTG Closure Error Distance> 0.00000 110 FEET A DISTANCE OF 476.61 FEET MORE OR LESS TO THE >- Ld z
Total Distance> 10962.380 ' WATERS OF THE ATLANTIC OCEAN; THENCE RUN S19"51'30"E ALONG > f
oy ` Polyline Area: 919886.38 sq ft, 21.12 acres MEAN HIGH WATER LINE SAID WATERS OF THE ATLANTIC OCEAN A DISTANCE OF 85.02 FEET Z) 0 o
Z� 'vim LOCATED 10/19/2017 MORE OR LESS TO THE INTERSECTION WITH A LINE BEARING 0 1-3 v
NAVD 1988 DATUM
ono SEASONAL HIGH WATER LIVE \ as2 ELEVANON UNE N89'41'15"E; THENCE RUN S89°41'15"W ALONG SAID LINE A ~ r
PARCEL # 2529-343-0002-000-8 [7 F-
��m UNASSIGNED OCEAN DRIVE LOCATED 10/19/2017 0 Z
,9 `� (n NAVD 1988 DATUM DISTANCE OF 216.29 FEET MORE OR LESS TO A POINT; THENCE a �
\ o > $fir VACANT , „ J OL IM
\ p1" > JOHN RUFOLO 5.4 ELEVATION UNE \ 0.5 0,0 RUN S84'54 03 W A DISTANCE OF 237.47 FEET TO THE a Q �'
asL \ \ �oo�` FND55/IRC INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF STATE ROAD
RLS # 4049 9 3
�� > x 3.' f L'i
.1 1. \ sl �aUNS 2 N1114015.17 A-1-A AND A POINT OF CURVE; THENCE RUN IN A COUNTER F o o_ o
os o rn \ Es953sa.2s CLOCKWISE DIRECTION ALONG THE ARC OF A CURVE CONCAVE TO N A
TREE LINE u BENCHMARKELEV. 5 0.5 0,0 THE WEST HAVING A RADIUS OF 11509.2 FEET, A CENTRAL ANGLE a �' 0 >
o 50% EXOTICS CP TREE LINE ��� 8.85' NAVD OF 1988 x " �-+
1 \ "\ w OF D'33'26", WITH A CHORD BEARING OF N26°57'11"W AND A A A wFND4X4CXM \ 0 CHORD DISTANCE OF 111.97 FEET, ALONG SAID CURVE A DISTANCE ¢ a `Y
\ \ NO ID x 3.5 6'S 7.9 5.4 p OF 111.97 FEET TO THE POINT AND PLACE OF BEGINNING.
1.7 N 1114013.24 x i. FND%IRC x 2.9 8.1 '' " 239.72' 10 TOGETHER WITH THE SOUTH 100.10 FEET OF THE NORTH 1200.10 U U U w
•2 \ E895013.79 RLS#4049 340.49' Nas° 0'30" ' 'a as N FEET OF GOVERNMENT LOT 4, SECTION 29, TOWNSHIP 35 SOUTH, OD
g, 6.1 \ y N 89°40'30" \ m m o0
x352 X e.s x 1 7 �y�P< N �2 RANGE 41 EAST, LYING WEST OF THE WEST RIGHT OF WAY LINE OF v F
21.73 Q1-7
/ v \ 2.7 1 w o 41.0' 8.0' 23.5' 4.84'
7.7 11.9 Sp \ STATE ROAD A-1-A, ST. LUCIE COUNTY, FLORIDA. N Q
\ o OCOLUMN % 1.3 12.5 p'L - •7 \ 9�U'S� m CD O
\ o PO EDGE �7'6 0.5 0.0 GENERAL NOTES
0.2 N y� t^ \ EXISTING STEMWALL 00 PRO S 5.
GARAGE FFE=8.3 _ c 3.9 \ 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE yN
3 FLEX SPACE FfE=9.7 e. N ,, CENTERLINE OF WATERSONG WAY HAVING A BEARING OF Q "-
\ CONSTRUCTION m A/C ELEV = 9.2 - 1 4, zs ,e , p 3 z
98 372 3. 3 o x 2.7 y7y2 \ x A \ N24'28'24"W ACCORDING TO THE PLAT OF WATERSONG PUD a-
0o ENTRANCE 29.D' __ __ - , s. s > r a Z o
9 x ,e PLAT N0. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, 0w5
N� \ o�N 4.0 ` PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. LL
o_ ao PRO OSED yca \
P� �0i9 w COLUMN I o 43.5' 20.0' N^� PORC\ a N b 0.0 a o
m p N 1 s 246.55' w "w 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ro SNo�
o N> 1.3 2.0 2�' Y 9 0 x 3,1 7.5 x 2 �yQ,
Ni S w,m x X 2.7 .P C7 S tP
5 N n 6.57' s > m - BEEN LOCATED AND SHOWN HEREON. o D =Z�
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` \ o ��(, \ RLS # 4049 4.6 S 89° 0'30" W w 89°40'30" W 5.4m Iii w a a
N1113913.56 9� 239.3S S 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT U u000
MEAN HIGH WATER LINE \ � \ 1.3 E 89SO65.03 y S $4°55'21 W FND / IRC N 7.7 0.0 Of z z jo,
LOCATED 10/19/2017�\ D W RLS#4049 1. 5 3, �0 9 e BEEN LOCATED ON THIS SURVEY. uJ o�Zr
FND%IRC N1113934.72 .4 z DOztTlm
NAVD 1988 DATUM - RLS # 4049 E 895303.17 - Z % > > N
-0.32 ELEVATION LINE 0. 1 '72 - C_ LBUMN x �/' \ 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY O Z � �Ciz
8 \ IS IN ZONES AE-6 VE-8", AND "VE-11" ACCORDING TO THE � JOww
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FND%IRC ,�,.�•- FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C Q �G k a
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\ \ FOOT �\ \ .9 N1113935.41 FLOOD ZONEVE-11 -�-\ 0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT U >-Z WgZ
2 \ x 5.1 PARCEL # 2529-343-0003-000-5 E895379.74 -1 / DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION U- J Q Wwi-w
\\\ .812.68 \ y 4580 OCEAN DRIVE / / CERTIFICATE. I- O �mo�
4 .41 w m \'a . OCCUPIED '. II / Ir- 0 W F-§i o
FFE = 18.11' l../ a
U� .$ 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE W Z r c°�"�o
\� 0 2•g2 a \ \ \ p9 HOUSE &DECK ENVELOPE ,
\P� £ 1 79 LEGEND &ABBREVIATIONS SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED U o z�TZ
o /\ SURVEYOR &MAPPER. Z `- oo
o o A ARC LENGTH OHP OVERHEAD UTILITIES Z!;
wo �N
\ / o A/C AIR CONDITIONER ORB OFFICIAL RECORDS BOOK 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS V ���
3,44
\ 3122 \ \ n \ OFFICE FOR RIGHTS -OF -WAY EASEMENTS OF RECORD LU ooaW
a CBS CONCRETE BLOCK STRUCTURE P PLAT DATA
\ 3m , ➢ OWNERSHIP ABANDONMENT'S DEED RESTRICTIONS OR MURPHY U oQ�m
\ \ / �r s CCCL COASTAL CONSTRUCTION CONTROL LINE PB PLAT BOOK w wx
o a ACT DEEDS. 0$ico
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FLOOD ZONE E-8 i \� FND%IR > coNc CONCRETE _--
p PLS PROFESSIONAL LAND SURVEYOR 7. THE LAST DATE OF FIELD WORK WAS OCTOBER 14, 2018, rn �00..ac�i
RLS#404O -o cT CM CONCRETE MONUMENT �&s�
\ N1113738.98 A A POB POINT OF BEGINNING a0ow
\ a36 \ E895125.78 0 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS
55.72' _ N ss'se'os• e_ _ m y \ DEG OR DEGREE POC POINT OF COMMENCEMENT
RAILROAD SPIKE _ - - - - - - 447.49• ARE NOT CERTIFIED BY THE SIGNING PROFESSIAL SURVEYOR.
NO ID � ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT
DRAWN BY. CA
\ \ FFE FINISH FLOOR ELEVATION PSM PROFESSIONAL SURVEYOR AND MAPPER 9. ELEVATIONS SHOWN HEREON ARE IN U.S. STANDARD FEET
\ FND FOUND R RADIUS AND BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988
\ \ CHECKED BY; CA
y000 � ID IDENTIFICATION NUMBER RLS REGISTERED LAND SURVEYOR (NAVD 88).
IP IRON PIPE R/W RIGHT-OF-WAY � DATE, 10/20/2017 10. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
IR IRON ROD ® WATER METER STATES STANDARD, IN FEET AND DECIMALS THEREOF.
$ HORIZONTAL SCALE,
IRC IRON ROD & CAP & AND 1'=30'
LB LICENSED BUSINESS 0 AT GLOBAL POSITIONING SYSTEM (GPS) NOTES
\ _ f LS LICENSED SURVEYOR DELTA M 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
NOT VALID \ \ t WITHOUT THE SIGNATURE
MEASURED DATA UTILITY POLE i AND ORIGINAL RAISED SEAL OF A
s a1rosZ_ MON MONUMENT � FIRE HYDRANT 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-12 v iil �aT- , FLORIDA LICENSED SURVEYOR &
\ 2 7.02' CHANNEL L1 & L2
ss �` MAPPER.
NAD NORTH AMERICAN DATUM � SEWER MANHOLE ) 2 � 4RDpS Cot n,r
S 88'41'45" W NAVD NORTH AMERICAN VERTICAL DATUM ® BACKFLOW PREVENTER 3. THE ORIGINAL GPS RTK MEASUREMENTS, OCTOBER 17, 2017. TWO TOPC N
FLORIDA STATE PLANE COORDNATES 129.9200
DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI REAL TIME
NGVD NATIONAL GEODETIC VERTICAL DATUM IRRIGATION VALVE MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY
NAD % US SURVEY FEET CLEAN OUT A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL WHILE SEAL
L STATION A
N1113702A28 \��• NO OR # NUMBER -
E 895142.339
FLORIDATUTS NOT TO SCALE ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA.
RESOURCES CM # 94=77-A17 DEPARTMENT OF NATURAL REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE
\ aw,°,, a p�
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND /� p
RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. L PROFESSIONAL SURVEES YOR MAPPER
FLORIDA STATE PLANE ATES
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING FLORIDA LICENSE NO. 4971
NAD ��eo US SURVEY
FEET
CARLSON SURVEY STANDALONE, SURVEY \
, EET /Or �
�r>aa9,+x 9-39e \o N 1110393.34 PRINTED DATE
afl"n°" 'ear E 896590.70 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
NAw 1999 DATUL
FLORIDA DEPARTMENT OF NATURAL
RESOURCES CM # 9a-n-A16 HORIZONTAL: 10MM + 1 PPM (RMS) SHEET i OF 1
VERTICAL: 20MM+ 1PPM (RMS).
PROJECT NO, 17-566