HomeMy WebLinkAboutCorrected Survey FE.pdfBOUNDARY SURVEY
FINAL SURVEY
LEGAL DESCRIPTION:
(PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 3319, PAGE 928
OF THE OFFICIAL PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA)
UNIT NO. 139 OF WINDMILL VILLAGE BY THE SEA CONDOMINIUM NO.
1, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF
CONDOMINIUM RECORDED IN OFFICIAL RECORD BOOK 189, PAGE
1887, AND ALL EXHIBITS AND AMMENDMENTS THEREOF, PUBLIC
REOCRDS OF ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH AN
UNDIVIDED SHARE IN THE COMMON ELEMENTS OF APPURTENANT TO
SUCH UNIT AND ALL OTHER APPURTENANCE TO SUCH UNIT AS SET
FORTH IN THE DECLARATION OF CONDOMINUM. TOGETHER WITH
MANUFACTURED HOME #358DPG2532.
SET 5/8" IRON REBAR WITH
CAP ROLLINS PLS 4945
AT THE RIGHT-OF-WAY
POINT OF CURVATURE
BENCHMARK REFERENCE: FIELD
FOUND A BRASS DISK IN TOP OF A CONCRETE MONUMENT ADDENDUM BOOK
STAMPED 94 77 A82 RM NO 1 LOCATED AT THE ENTRANCE TO
HOLIDAY OUT, A PRIVATE RECREATION AREA, THE MARK IS 28 FEET BOUNDARY AND
EAST OF THE CENTERLINE OF STATE ROAD A-1 —A AND 4 FEET TOPOGRAPHIC E.F.B.
SOUTHEAST OF THE NORTHWEST END OF A BRICK WALL AND 1.8 SURVEY
FEET NORTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE. ASBUILT FOOTER
THE ELEVATION IS 3.76 FEET N.A.V.D. OF 1988. FORMBOARD E.F.B.
SURVEY
FI NAL E. F. B.
SURVEY
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO314K
COMMUNITY NUMBER 120285
BASE FLOOD ELEVATION 5.0
DATE OF FIRM FEB. 19TH, 2020
PANEL 0314
SUFFIX K
FIRM ZONE AE
SET MAG NAIL IN DISK
ROLLINS PLS 4945 SET MAG NAIL IN DISK
SITE BENCHMARK ONE OCEAN DRIVE (FIELD) ROLLINS PLS 4945
ELEVATION = 4.02 SITE BENCHMARK TWO
AMSTERDAM AVENUE (PLAT) ELEVATION = 4.09
(25.00' WIDE RIGHT—OF—WAY)
S 89-56'22" W (P) 90.00' (P) EDGE OF PAVEMENT
S 89-55'48" W (M) 90.00' (M)
FOUND 5/8" IRON REBAR-
0.09' NORTH AND 0.66' EAST
OF PROPERTY CORNER
ALUMINUN LIGHT POST /
4" PVC PIPE
INVERT ELEVATION = 3.62
PAGE I DATE I BY I CHECKED
05/02/2019 I R.E.R. I R. E. R.
03/06/2020 I R.E.R. I R.E.R.
07/01 /2020 I R.E.R. I R. E. R
4" DIAMETER
YARD DRAIN
TOP ELEVATION = 4.00
LOT 138
0.73' 0
(BASIS OF BEARINGS)
S 89-56'22" W (P) 30.00' (P)
U
0 0
N
N BRICK PAVER N
DRIVEWAY
LOT 139
i
21.30' 1
8.01' O/S
aLL: ILL.
U
��
0
O � a
O O O
Z 00
Z O
O 1 .33'
ELECTRIC SERVICE
0.83' O/S
CABLE TELEVISION
SERVICE
FOUND X- CUT IN SEAM
0.51' OFFSET NORTH
ON PROPERTY LINE
MODULAR HOME
FINISHED FLOOR
ELEVATION OF 8.30
in
0
1 1.46'
(o�
0
m
w
z
z
a
3'
7.87' 0
BRICK PAVER
WALK
89°55'48" E (C.F.T.) 30.00' (C.F.T.
N 89"5�"(P) 30.00' (P)
\ WOODEN DOCK
TOP OF WATER ELEVATION
= -1.11 AT THE TIME
OF BOUNDARY SURVEY
WATERWAY
2.0' WIDE CONCRETE
VALLEY GUTTER
TRASH RECEPTACLE
PLANTER
CONCRETE
DRIVEWAY
LOT 140
PLANTER
-ENCROACHES
1.3' WEST
INTO LOT 139 ^
� d �
PLANTER
ENCROACHES Lv W 0
1.2' WEST Z
Q
,INTO LOT 139 o0 N
d
00
8" DIAMETER 000
/PVC LIGHT POST N N p
MODULAR HOME
PLANTER
cD
ENCROACHES
w
1.1' WEST�Qzo
INTO LOT 139
D a- 0
Q
P
w � ( o0
w
GRAPHIC SCALE
oz- u ry
PLANTER
0
oJ
10 0 5 10 20
oLu
o m
o Li
a
CONCRETE
04 g
A/C RISER
w
( IN 1U
1 inch - 10 fL
CONCRETE SEAWALL
FK)L.MD E. ROLUNS
E LAM SLFNEYCA
R P 3221 SOUTHWEST CRUMPACKER STREET
L
8
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
F-10T.-TIMM-AVIII1670110
A/C = AIR CONDITIONER
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
= CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
C.L.S. = CONCSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
FIND. = FOUND
(L.D.) = LEGAL DESCRIPTION
(M) = MEASURED
N.G.V.D. OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
P.O.B. = POINT OF BEGINNING
P.R.M. = PERMANENT REFERENCE MONUMENT
(R) = RECORD
P.C. = POINT OF CURVATURE
P. 1. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
NOTE: THE BEARINGS ARE BASED ON THE SOUTH
RIGHT-OF-WAY LINE OF SOUTH OCEAN DRIVE AND THE
NORTH LINE OF LOT 139, PER THE PLAT OF WINDMILL
VILLAGE BY THE SEA (SEE LEGAL DESCRIPTION) WHICH
BEARS SOUTH 89°55'48" WEST.
LEGEND:
O =
SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
DATE OF LAST FIELD WORK: 07/01 /2020
I HEREBY CERTIFY THAT THE SURVEY SHOWN
SET NAIL IN DISK P.L.S.
NUMBER 4945 UNLESS
HEREON COMPLIES WITH STANDARDS OF PRACTICE
OTHERWISE NOTED.
2)
-OF-WAYS OF RECORD.
NO UNDERGROUND OR INTERIOR IMPROVEMENTS
1 FELICE GIULIANI
)
FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17,
0 =
MANHOLE (M.H.)
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
NM =
CATCH BASIN ((F.H.)
3)
WERE LOCATED EXCEPT AS NOTED.
LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
SECTION 472.027, FLORIDA STATUTES.
41- =
FIRE HYDRANT
4)
BUILDING TIES ARE 90° OR RADIAL TO THE
0 =WATER
METER (WH..M.)
PROPERTY LINE.
QS =WOOD
POWER POLE (WD.
P. P.)
5)
ALL EASEMENTS SHOWN ARE PER RECORD PLAT
f� =CONCRETE
POWER POLE
(GONG. P.P.)
UNLESS OTHERWISE NOTED.
=
ANCHOR AND GUY WIRE
— • ° — =
OVERHEAD WIRES
ROLAND E. ROLLINS DATE OF SIGNATURE
-
TO S
NOT SCALE
TO S
PROFESSIONAL LAND SURVEYOR
— X --
FEN
FLORIDA REGISTRATION NUMBER 4945
LOT SQUARE FOOTAGE: 0.041 ± ACRE
SCALE: 1 " = 10'
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR190434F
PLOT DATE AND TIME: 07/06/2020 8:00 AM EST