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FOOITER FiDeRMBDARD SURVEY w
LEGAL DESCRIPTION:
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r (PER WARRANTY DEED RECORDED -1N OFFICIAL_ RECORD BOO 3519; PAGXll' 92$` ;
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OF THE OFFICIAL PUBLIC RECORDS.OF `SiLUCIE COUNTY; FLORIDA):
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NiT N0. 139OF WINDMILL VILLAGEBh TIE SEfi CONDOMIN4UMn.4N0.
1 A CONDOMINIUM, ACCORDING TO THE DECLARATION OF
CONDOMINIUM RECORDED IN OFFICIAL RECORD ,BOOK ,189, 'PAGE
7 887, AND ALL EXHIBITS' AND .AMMENIDMENTS THEREOF, , PU 3LIC
REOCRDS OF ST. CIE COU( FLORIDA,`TOGETHER WITH AN
UNDIVIDED SHARE 1N,` THE 1-COMIVIO'i�Y ELEMENTS OF ,APPURTENANT-TQ
SUCH UNIT AND ALL OTHER APPURTENNANCE TO SUCH UNIT AS`ET_'"'
FORTH IN THE DECLARATION OF',CONDOMINUM.TOGETHER' WITH
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MANUFACTURED HOME #358DPG2532.
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1 SETT MAG NAIL IN DISK
R WNS PLS 4945 SET MAG NAIL IN DISK
"y .I SITE: BENCHMARK ONE IE EENC= 4.02OCEAN DRIVE (FIELD) SITE B ENCHMARK4945
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AMSTERDAM AVENUE (PLAT) JELEVAnON 4.D9
II, (25.00' WIDE RIGHT--OF—WAY)
SET 5/8" IRON —
CAP RQL„IJNS PLS- 4945,. - - -
P AT THE. RIGHT-OF-WAY -
POINT OF CUF,!w'ATURE J6 (BASIS OF BEARINGS) Za 2.O' WIDE CONCRETE
9'S6'22" W 0 00'(P EDGE OF PAVEMENT ¢ S 89°56'22" W (P) 30.00' (P)
a VALLEY GUTTER
S$ (P) 9) S 8 '55 48 W 30.00 M
1 S_89°55`48" W (M) 90.00' (M)
FOUND /8" IRON REBAR----J* TRASH RECEPTACLE -
0.09' NORrH AND 0.88' EAST
OF PR PERTY CORNER /
PLANTER
ALU INUN LIGHT POST
..I 4` PVC PIPE o o CONCRETE
` - ,,.._ '"y 2� ! INVERT ELEVATION.=.3.62 DRIVEWAY
�,.a• ' t - ''� ` 4" DIAMETER a BRICK PAVER a
yYARD
€ TOP ELEVATIONAIN 4.00 DRIVEWAY LOT 140
i t ' LOT 139 PLANTER
c ENCROACHES
+ -
0.75' 0 $ 7WT
.79'
_ 21.50' O/S INTO �LOT1 39
CL
ENCROACHES W W O
q Z
LOT 1 38 FOOTER FORMBOARD INTO.IOT 39 00 (V Q
ELEVATION = 4.12 M r
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2 a ,
�'L� u: MODULAR HOME a ¢ O O O U RAISED TO AN ate.. 1. - PVC DIAMETER O O O
�., ELEVATION OF -6:25 :N �' LIGHT POST- (n V1 -
i. EE .COD_
Q MODULAR- HOME
n _ _ = 3 Yk O O a PLANTER m
O O O w. -ENCROACHES
I
- r _ O 11 WEST � to a o
st
Z O t a a
O a U'Cs
Z wz�
1 T0; LOT 134
ELECTRIC SERVICE
3WYMm
-.,per...
PLANTS
12.87' - N PAVER 0/S
7.71'
x q: 7 -
", CABLE TELEVISION ,m - BRICWA K A�C C � a
SERVICE 3 a - _ RISER
e 89'55'48" E (C.F.T.) 30.00' sI
� 16
k <_ N 89'56'2 E (P) 30.00, (P) ,
' CONCRETE SEAWALL
N DOCK
\WOODS
FOUND X- CUT IN SEAWALL i
051' OFFSET NORTH
ON PROPERTY LINE I 804r -
i
OF WATER ELEVATION / a I
-1.11 AT THE TIME &
TOP J
OF BOUNDARY SURVEY F t � ,
WATERWAY
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BENCHMARK `REFERENCE: NOTES:
FIELD r LEGEND:
FOUND A BRASS, DISK IN TOP OF A `CONCRETE MONUMENT
ADDENDUM.30gK %PAGE [ATE' $Yb' 4 1)LANDS SHOWN HEREON WERE NOT ABSTRACTED
STAMPED 94 77. A82 RM NO +1 LOCATED AT THE ENTRq,NCE'T0:'M .f : ,...t' .F 0. —SET 5/8 IRON REBAR WITH CAP P.L.S. NUMBER 4945 FOR EASEMENTS, OWNERSHIP AND/OR RIGHT —
HOLIDAY OUT, A PRIVATE RECREATION AREA, THE MARK iS 28 FEET"' BOUNDARY AND ,. ,R,'='` ' SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OF —WAYS OF RECORD.
EAST OF THE CENTERLINE OF STATE ROAD'A-1—A AND 4 FEET,',
TOPOGRAPHIC E.F.B. �Q5/o 579s ; ,R OTHERWISE NOTED. 2) IiNO UNDERGROUND OR INTERIOR IMPROVEMENTS
SOUTHEAST OF THE NORTHWEST END OF A BRLCK WALL AND 9=.8 SURVEY i Y D
FEET NORTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE.. Q MANHOLE (M.H.) WERE LOCATED; EXCEPT AS NOTED.
„ > AssUILr FooTER R � = CATCH BASIN (C.B.) 3) I LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
I THE ELEVATION I 3.76 FEET N:A.v.p. °oF �s$8.5 ,FO M OE'AYRD . ` E,F.B, i b3�o6 o2�a RiE'A FIRE HYDRANT (F.H.) 4) ';'BUILDING TIES ARE 90° OR RADIAL TO THE
Q = WATER METER (W.M.) PROPERTY LINE.
= WOOD POWER POLE (WD. P.P.) 5) ALEASEMENTS SHOWN ARE PER RECORD PLAT
-, — CONCRETEPOWER PO ( NC. P. UNLESS OTHERWISE .
FLOOD ELEVATJ01 n'lfEi�RiVfiATtON" ": = ANCHOR ANDGUYWIRE CO
� r,. = OVERHEAD. WIRES
• S SE NOTED
'MAR' NUMBER P i..� 121ii 160314,1 • ' DATE 'OF FlRM ` FEB.,1 f ,,�03 ` "` -'... } ,•r = NOT TO SCALE
L " ' 1a .� --xC --� FENCELINE
rCOMMWNITY, 1VFI BE g r 1 0 5 PANEL „ 0314
BASE FLOOD ELEVATt J a �'; 7 - SUFFIX
-4 JLOT SQUARE FOOTAGE: 0.041 ± ACRE
` FlRM ,ZONE s AE. ^ +'
1 SCALE: 1 " 10'
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