HomeMy WebLinkAboutApproved SurveyBOUNDARY 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 RE134R WITH
CAP ROLLINS PLS 4945
AT THE RIGHT-OF-WAY
POINT OF CURVATURE
SET
ROLLINS PLS 4945
SITE BENCHMARK ONE ELEVATION = 4.02 OCEAN DRIVE (FIELD)
AMSTERDAM AVENUE (PLAT)
(25.00' WIDE RIGHT—OF—WAY)
64¢ (BASIS OF BEARINGS)
FnnF OF PAVFMFMT S 89'56'22" W (P) 30.00'
S 89.56'22" W (P) 90.00' (P)
S 89-55.48" W (M) 90.00' (M)
F
�I
I�
BENCHMARK REFERENCE:
FOUND A BRASS DISK IN TOP OF A
CONCRETE MONUMENT
ADDENDUM
PAGE
STAMPED 94 77 A82 RM NO 1 LOCATED AT THE ENTRANCE TO
EE.F.
BOUNDARY AND
HOLIDAY OUT, A PRIVATE RECREATION AREA, THE MARK IS 28 FEET
EAST OF THE CENTERLINE OF STATE
ROAD A-1—A AND 4 FEET
TOPOGRAPHIC
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
FINAL
E.F.B.
SURVEY
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO314K
DATE OF FIRM FEB. 19TH, 2020
COMMUNITY NUMBER 120285 PANEL 0314
BASE FLOOD ELEVATION 5.0
SUFFIX K
FIRM ZONE AE
FOUND 8" IRON REBAR-'-"'
0.09' NOR AND 0.66' EAST
OF PR PERTY CORNER
ALUMI!NUN LIGHT POST /
4" PVC PIPE
INVERT ELEVATION = 3.62
4" DIAMETER
YARD DRAIN
TOP ELEVATION = 4.00�
S�j c
G
DATE BY CHECKED
05/02/2019 R.E.R. R.E.R.
03/06/2020 R.E.R. R.E.R.
07/01/2020 R.E.R. R.E.R.
LOT 138
ELECTRIC
CABLE TELEVISION
SERVICE
FOUND X- CUT IN SEAM
0.51' OFFSET NORTH
ON PROPERTY LINE
N
BRICK PAVER
DRIVEWAY
LOT 139
21.30'
MODULAR HOME
FINISHED FLOOR
ELEVATION OF 8.30
00
I
V-�)
11.46'
N
TOP OF WATER ELEVATION
= -1.11 AT THE TIME
OF BOUNDARY SURVEY
0
n
:a
5
a
7.87'
BRICK PAVER
WALK
30.00' (P)
WOODEN DOCK
l BOAT U� T—
L _� /
�J
WATERWAY
LEGEND:
O =
SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• =
SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
0 =
MANHOLE (M.H.)
® =
CATCH BASIN (C.B.)
} =
FIRE HYDRANT (F.H.'
� =
WATER METER (W.M.�
=
WOOD POWER POLE (WD, P.P.)
J� =
CONCRETE POWER POLE (CONC. P.P.)
—� =
ANCHOR AND GUY WIRE
— — =
OVERHEAD WIRES
—�— =
NOT TO SCALE
— X —=
FENCELINE
SET. MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 4.09
I' WIDE CONCRETE
VALLEY GUTTER
RECEPTACLE
—PLANTER
CONCRETE
DRIVEWAY
LOT 140
PLANTER
---ENCROACHES
1.3' WEST
INTO LOT 139
�„•
d v
PLANTER
ENCROACHES
LL,I W Z
1.2' WEST
d
/INTO LOT 139
M [V ..
O 00
8" DIAMETER
O
PVC LIGHT POST
N N p
_MODULAR HOME
PLANTER
ld
ENCROACHES
�=.
1.1' WEST
INTO LOT 139
Zo
o a Oa 0 o
U
o�
wa�
YUU
—PLANTER
b W o ai
am m
o rya
CONCRETE
'� g
A/C RISER
a
SEAWALL
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF—WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
LOT SQUARE FOOTAGE: 0.041 t ACRE
SCALE: 1 " = 10,
F1\
LAND 'OR
rz
P 3221 SOUTHWEST CRUMPACKER STREET
J $ PORT ST. LUCIE, FLORIDA 34953
772-873--4700
ABBREVIATIONS:
gal
GRAPFUC SCAIE
(wpw)
1 inch - 10 tL
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) FELICE GIULIANI
PLOT DATE AND TIME: 07/06/2020 8:00 AM EST
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
FND. = 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.I. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
%ir 1qin-
RECEIVED
JUL 0 9 2020
ST. Lucie County, Permitting
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.
DATE OF LAST FIELD WORK: Q7/01/2020
I HEREBY CERTIFY THAT THE SURVEY SHOWN
HEREON COMPLIES WITH STANDARDS OF PRACTICE
FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTI,PN`V'2�Os27, FLORIDA STATUTES.
.67 06 Zap
ROLAf-E: ROLLINS _" r DATEJ OF AIGNATURE
PROFEaICINA�A1�1®` ZVEYOR
FLORIDA ''1, tGjST-AknOj NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR190434F