HomeMy WebLinkAboutFinal SurveyBOUNDARY 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, PUELIC
REOCRDS OF ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH �N
UNDIVIDED SHARE IN THE COMMON ELEMENTS OF APPURTEI`ANT 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:
FOUND A BRASS DISK IN TOP OF A CONCRETE MONUMENT
STAMPED 94 77 A82 RM NO 1 LOCATED AT THE ENTRANCE TO
HOLIDAY OUT, A PRIVATE RECREATION AREA, THE MARK IS 28 FEET
EAST OF THE CENTERLINE OF STATE ROAD A-1—A AND 4 FEET
SOUTHEAST OF THE NORTHWEST END OF A BRICK WALL AND 1.8
FEET NORTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE.
THE ELEVATION IS 3.76 FEET N,A.V.D. OF 1988.
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO314K
COMMUNITY NUMBER 120285
BASE FLOOD ELEVATION 6.0
DATE OF FIRM FEB. 19TH, 2020
PANEL 0314
SUFFIX K
FIRM ZONE AE
S 89"56'22" W (P) 90.00' (P)
S 89"55'48" W (M) 90.00' (M)
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)
(BASIS OF BEARINGS)
S 89°56'22" W (P) 30.00' (P)
2.0' WIDE CONCRETE
VALLEY GUTTER
FOUND 5/8" IRON REBARA
TRASH RECEPTACLE
0.09' NORTH AND
EASOF
CORNER
PROPERTY CORNERALUMINUN
LIGHT POST
PLANTER
4" PVC
\
CONCRETE
INVERT ELEVATION = 3.62
0
0
DRIVEWAY
a
a
4" DIAMETER
w
N
YARD DRAIN
BRICK DRIVEWAY PAVER
LOT 140
TOP ELEVATION = 4.00�
LOT 139
PLANTER
0.75' 0 S
ENCROACHES
21.50'
7.79'
0/S
1.3' WEST
INTO LOT 139
PLANTER
'
ENCROACHES
W W 0
LOT 138
1.r WEST
Z
Q
w
INTO LOT 139
00 04
z
d L`.
MODULAR HOME
a
>
O O _
�`-
�- -. ' �."'« l"'.m+'.' . ,,-r -,-.,,,"„,,.,,+s•w.. v
---- - �"�--"---"�- - --- - - - U U
"s
FINISHED FLOOR
a�
8" DIAMETER -
O O O
N VELEATIOOF 8.30
o
V 3
PVC LIGHT POST
N F O
co —Q
MODULAR HOME
U
0 d
O
PLANTER
ENCROACHES
w
ZOO
z
1.1' WEST
INTO LOT 139
a- 0o
Z
g
a 0
ELECTRIC SERVICE
a
a W tO W w
7.71'
3woY=V
0.80' O g
7!61'
0/S
PLANTER
a o J m
' 2.67 N
o6mFo
BRICK
PAVER
CONCRETE
0 r �, a
CABLE SION—.--_•,f7
0
WALK
A/C RISER
a
SERV SERVICE 3
3. if
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY AND
TOPOGRAPHIC
E.F.B.
05/02/2019
R.E.R.
R.E.R.
SURVEY
ASBUILT FOOTER
FORMBOARD
E.F.B.
03/06/2020
R.E.R.
R.E.R.
SURVEY
FINAL
SURVEY
E.F.B.
O6/12/2020
R.E.R.
R.E.R.
9'55'48" E
N 89'56'21
FOUND X- CUT IN SEAM
0.51' OFFSET NORTH
ON PROPERTY LINE
TOP OF WATER ELEVATION
= -1.11 AT THE TIME
OF BOUNDARY SURVEY
T
30.00' (P)
\ WOODEN DOCK
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.
=
MANHOLE (M.H.)
® =
CATCH BASIN (C.B.)
46 =
FIRE HYDRANT (F.H.)
O =
WATER METER (W.M.)
=
WOOD POWER POLE (WD. P.P.)
JZ( =
CONCRETE POWER POLE (CONC. P.P.)
=
ANCHOR AND GUY WIRE
- - =
OVERHEAD WIRES
-�/�- =
NOT TO SCALE
- X -=
FENCELINE
CONCRETE 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 ± ACRE
SCALE: 1" = 10'
FiOLAND E. ROLUNS
E PRO INAL LAND SURVEYOR
R P 3221 SOUTHWEST CRUMPACKER STREET
8 PORT ST. LUCIE, FLORIDA 34953
772-873-4700
GRAPHIC SCALE
(n'7m)
1 inch m 10 tL
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) FELICE GIULIANI
PLOT DATE AND TIME: 06/17/2020 12:00 PM EST
ABBREVIATIONS
A/C = AIR CONDITIONER
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
J= 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
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: 06/12/2020
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
SECTION 472.027, FLORIDA STATUTES.
E I L,.. D( 17 12o Zo
ROLAND E. ROLLINS DATE OF IGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR190434F