HomeMy WebLinkAbout2008 - (Mylar) Phase 2W
o
LOCATION MAP
NOT TO SCALE
LEGAL DESCRIPTION:
RS -20
SOUTHMOON
UNDER SID
/RS 110
,/WR �5
R
/ IV
i
RS -10
MDR
K I UAKF I)K�� ��Q z
SEBASTIAN HIGHLANDS z
UNIT 16 _
RS_ 10 cf) I
SUBJECT SITE
PART OF 18-31-39
LEGEND
PS PUBLIC SERVICE
RS -10 RESIDENTIAL SINGLE FAMILY 10, OOOSF
L-2 6 UNITS PER ACRE
(PHASE 2 DESCRIPTION) BEING A PORTION OF THE NORTHEAST 1/4 OF
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER
COUNTY FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER
COUNTY, FLORIDA, THE SAME BEING THE SOUTHWEST CORNER OF SOUTH
MOON UNDER SUBDIVISION AS RECORDED IN PLAT BOOK 11, PAGE 52,
PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA; THENCE RUN SOUTH
00°08'52" WEST ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF SAID
SECTION 18 A DISTANCE OF 1326.73 FEET TO A POINT OF INTERSECTION
WITH THE NORTH BOUNDARY LINE OF LAUREL RESERVE PHASE 1 P.U.D.,
AS RECORDED IN PLAT BOOK 17, PAGE 45, PUBLIC RECORDS OF INDIAN
RIVER COUNTY, FLORIDA; THENCE DEPARTING SAID WEST L!.AE RUN ALONG
THE SAID NORTH BOUNDARY LINE OF LAUREL RESERVE PHASE 1 P.U.D.
THE FOLLOWING: SOUTH 89° 10'48" EAST A DISTANCE OF 324.37 FEET;
THENCE RUN NORTH 46`54' 17" EAST A DISTANCE OF 452.67 FEET;
THENCE RUN NORTH 85' 14'32" EAST A DISTANCE OF 24.10 FEET; THENCE
RUN SOUTH 47° 14'55" EAST A DISTANCE OF 443.79 FEET; THENCE RUN
NORTH 88°48'24" EAST A DISTANCE OF 235.55 FEET TO A POINT OF
CURVATURE OF A NON -TANGENT CURVE TO THE LEFT; THENCE RUN 40.19
FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 50.00 FEET,
A CENTRAL ANGLE OF 46°03'20", AND A CHORD OF 39.12 FEET WHICH
BEARS NORTH 21 `50'04" EAST; THENCE RUN NORTH 42°45'05" EAST A
DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 47° 14'55" EAST A
DISTANCE OF 54.83 FEET TO THE EAST LINE OF THE WEST 1/2 OF
AFORESAID SECTION 18; THENCE RUN NORTH 00°09'39" EAST ALONG SAID
EAST LINE A DISTANCE OF 1291.27 FEET TO THE NORTH LINE OF AFORE
SAID SECTION 18; THENCE RUN SOUTH 89°32'31 " WEST ALONG SAID
NORTH LINE A DISTANCE OF 1329.27 FEET TO THE POINT OF BEGINNING.
SAID LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA AND
CONTAINING 38.02 ACRES, MORE OR LESS.
CERTIFICATE OF TITLE
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
I, BRUCE BARKETT OF COLLINS, BROWN, CALDWELL, BARKETT &
GARAVAGLIA CHARTERED, LICENSED IN THE STATE OF FLORIDA, AS OF THIS
_2,DAY, _ .6eC_, 2008, DO HEREBY CERTIFY THAT I HAVE
EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY, THAT WE
FIND THE TITLE TO THE PROPERTY IS VESTED IN LAUREL HOMES, INC. A
FLORIDA CORPORATION WITH A MORTGAGE IN FAVOR OF NATIONAL CITY
BANK AS SUCCESSOR OF HARBOR FEDERAL SAVINGS BANK, RECORDED IN
OFFICIAL RECORD BOOK 1474, AT PAGE 2423 AS MODIFIED IN OFFICIAL
RECORD BOOK 1579, PAGE 2296, PUBLIC RECORDS OF INDIAN RIVER
COUNTY, FLORIDA. ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS
REQUIRED BY SECTION 197.192, FLORIDA STATUTES, AS AMENDED. ALSO,
THERE ARE NQ�OTHER NS OR ENCUMBRANCES EXCEPT AS PROVIDED TH FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
ON THIS PLAT. \1 _ A I n � A '
DAY OF _�2s._NTbr_-______, 2008, BY DEEELLEN B.
ROBINSON, VICE PRESIDENT OF LAUREL HOMES, INC., A FLORIDA
Q,DRP0RLUQhL,,,ON BEHALF OF THE CORPORATION. SHE IS ERSONALLY
KNOWN TO ME OR HAS PRODUCED_________________I FICAT10N.
BY: -----------------
PRI NAM E:
NOTARY PUBLIC — �FRANCES GARVER ORPORAH
MY COMMISSION EXPIRES o(1e2 ®' 2 -$ ter co�►aissioN r DD news = SEAL
N EXPIRES: June k underwriters Bonded Thru Notary Publ c Undenv sten -
KNOW ALL MEN BY THESE PRESENTS, THAT LAUREL HOMES, INC., A FLORIDA
CORPORATION, FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED
HEREIN, AS LAUREL RESERVE, PHASE 2, BEING IN INDIAN RIVER COUNTY,
CITY OF SEBASTIAN, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED
AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS:
1. THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN
PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS
SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER INCLUDING
CABLE TELEVISION SERVICES, PROVIDED HOWEVER, NO SUCH CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES
SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC,
TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE
TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT
SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION,
MAINTENANCE AND OPERATION BY A CABLE TELEVISION COMPANY SHALL
COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE
FLORIDA PUBLIC SERVICE COMMISSION. DRIVEWAYS AND SIDEWALKS MAY
CROSS THE UTILITY EASEMENT WHERE THEY ABUT A ROAD RIGHT-OF-WAY.
FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT
TO HAVE A DRIVEWAY FOR INGRESS/EGRESS AS APPROVED BY THE CITY OF
SEBASTIAN.
2. THE DRAINAGE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN
PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS
SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, OPERATION, AND
MAINTENANCE OF THE DRAINAGE FACILITIES AS A PART OF THE STORM -
WATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL MAINTENANCE
OBLIGATION OF SAID ASSOCIATION. FRONT YARD DRAINAGE EASEMENTS ARE
SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY FOR
INGRESS/EGRESS AS APPROVED BY THE CITY OF SEBASTIAN.
3. THE STORMWATER MANAGEMENT TRACTS 6, 7, 8, 10 AND DRAINAGE
EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE
LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/Op?
ASSIGNS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE
STORMWATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL
MAINTENANCE OBLIGATION OF SAID ASSOCIATION. THE STORMWATER
MANAGEMENT SYSTEM IS SPECIFICALLY PROVIDED FOR IN THE DECLARATION
OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS FOR LAUREL
RESERVE. THE CITY OF SEBASTIAN IS GRANTED THE RIGHT, BUT NOT THE
OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE TRACTS, AND IS
DESIGNATED A THIRD PARTY BENIFICIARY FOR THE ENFORCEMENT OF THESE
MAINTENANCE REQUIREMENTS.
4. ALL STREETS AND RIGHTS OF WAY SHOWN ON THIS PLAT ARE HEREBY
DECLARED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND
SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE LAUREL
RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS
FOR THE USE AND BENEFIT OF THE OWNERS AND RESIDENTS OF THIS
SUBDIVISION, ALL PUBLIC AUTHORITIES, INCLUDING BUT NOT LIMITED TO
POLICE, FIRE, AMBULANCE, AND UTILITY PROVIDERS SHALL HAVE THE RIGHT
TO USE THE STREET IN THE COURSE OF PERFORMING THEIR RESPECTIVE
DUTIES. THE CITY COUNCIL OF SEBASTIAN, FLORIDA, SHALL HAVE NO
RESPONSIBILITY, DUTY OR LIABILITY WHATSOEVER REGARDING SUCH STREETS.
5. THE COMMON AREAS AS SHOWN (TRACT "A", COMMON AREA "E", COMMON
AREA "F", COMMON AREA "G" AND COMMON AREA "H") ARE HEREBY
DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE
OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS
SUCCESSORS AND/OR ASSIGNS.
6. THE LANDSCAPE EASEMENTS AND IRRIGATION EASEMENTS AS SHOWN ARE
HEREBY DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL
MAINTENANCE OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION,
INC., ITS SUCCESSORS AND/OR ASSIGNS.
IN WITNESS WHEREOF THE ABOVE NAMED CORPORATION HAS CAUSED THESE
PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT AN� WITH THE AUTHORITY
OF ITS BOARD OF DIRECTORS THISDAY, OFA€iZ2008.
LAUREL HOM INC.,ORIDA CORPORATION
BY: - ----
DE L B. ROBINSON, VICE PRESIDENT
WITNESS: WITNESS: WITNESS:OA=PRINT NAME: Ua�t;46: 0ou ie,► n% PRINT NA�t rver'
ACKNOWLEDGMENT
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
BRUCE BARKETT, ATTORNEY AT LAW
� Serving Florida
Since 1911
If - -- -- -, - - -- - --- - -
MORTGAGEE'S CONSENT
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER
OF THE MORTGAGES UPON THE PROPERTY DESCRIBED HEREON
AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION
OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER
THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED
IN OFFICIAL RECORDS BOOK 1474 AT PAGE 2423 OF THE
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHALL BE
SUBORDINATED TO THE DEDICATION SHOWN HEREON.
IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED
THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT AND
ITS CORPORATE SEAL TO BE AFFIXED HEREON BY AND WITH
THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS _tX__ _ DAY
OF D0b6VL-__ 2008.
NATIONAL CITY BANK AS SUCCESSOR OF HARBOR FEDERAL
SAVIRG5 BAN
ff.
BY: BE R INELLI, VI /PF S I D E N T
WITI� SS WITNES4
PRINT NAME % PRINT `NAME
0 1
• $ 1 _. I - -
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS 1 _ DAY OF_ tb_CTaE2 ____, 2008, KIM BELARDINELLI,
VICE PRESIDENT, NATIONAL CITY BANK ON BEHALF OF THE
CORPORATION. SHE IS PERSONALTO ME OR HAS
PRODUCED_________________ IDENTIFICATION.
BY:— q. ja��
PRIN NAME:___�SAAI j7 1S+4C�_
NOTARY PUBLIC
MY COMMISSION EXPIRES _�a• �J— a01�
CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THIS IS TO CERTIFY THAT ON---- ----- 2008, THE CITY
COUNCIL OF SEBASTIAN, INDIAN RIVECOUNTY, FLORIDA APPROVED
THE FOREGOING PLAT.
ANDREA COY, MAYOR
SALLY MAIO, MMC, CITY CLERK
(ATTEST TO MAYOR SIGNATURE)
DAVID FISHER, CITY ENGINEER
RICH STRINGER, CITY ATTORNEY
APPROVED AS TO LEGAL FORM
AND CONTENT
CERTIFICATION OF THE CLERK OF THE CIRCUIT COURT
STATE OF: FLORIDA
COUNTY OF: INDIAN RIVER
I, CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY,
FLORIDA, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT
OF LAUREL RESERVE PHASE 2, AND THAT IT COMPLIES WITH ALL
THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA.
THIS PLAT FILED FOR RECORD THIS ---------- DAY OF
2008, AND RECORDED ON PAGE __OF
---------- ----
PLAT BOOK ---------- IN THE OFFICE OF THE CLERK OF
THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA.
BY:
DEPUTY CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY.
LERK 0
CI CUIT CO RT
K%g94 4-
�P c'
N I NAL CITY B NK
SE -�,�'
u�,�
CERTIFICATE OF CITY SURVEYOR
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
DOCKETCITY OF SEB4 N-tkV
s
THIS PLAT OF LAUREL RESERVE PHASE 2, A SUBDIVISION, HAS BEEN REVIEWED
BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY
THE CITY OF SEBASTIAN WHO HEREB CERTIFIeTHIS PLAT CONFORMS
TO THE REQUIREMENTS OF CHAPT 77 LTUTES.
CITY
DAV TAYLOR, P.�M. #F43 SUR(
U VEYOR'S EAL
SIGNATURE DATE:
GENERAL NOTES:
1. HORIZONTAL COORDINATE VALUES AND THE BEARINGS SHOWN HEREON ARE
BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990
(NAD 83/90) AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA
EAST ZONE (901). DIMENSIONS ARE DISPLAYED IN U.S. SURVEY FEET.
2. THE PERMANENT REFERENCE MONUMENTS WERE SET ON NOVEMBER 18, 2005.
3. 0 P.C.P. = PERMANENT CONTROL POINT, SET "P -K" NAIL/TAB STAMPED
"CARTER ASSOC. L.B. 205 "
D P.R.M. = PERMANENT REFERENCE MONUMENT 4"X4" CONCRETE
MONUMENT WITH 2" DIA. ALUMINUM DISK STAMPED "CARTER ASSOC.
PRM LB 205". UNLESS OTHERWISE NOTED.
4. PLAT BENCHMARK = TOP OF 4"x 4"x 24" CONCRETE MONUMENT STAMPED
P.R.M. CARTER ASSOC. LB205" AT NORTH R.O.W. OF LAUREL RESERVE DRIVE AND
THE EAST BOUNDARY LINE OF LAUREL RESERVE PHASE 1. ELEV. 24.69 N.G.V.D.
1929
GPS VERTICAL CONTROL POINT NOTES:
DESIGNATION - D 200
PID - AF34 62
STATE/COUNTY - FL/INDIAN RIVER
USGS QUAD - SEBASTIAN (1970)
PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET)
PUBLISHED ELEVATION - NGVD 29, 17.74 (FEET)
DESCRIPTION: BENCH MARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "D 200 1960 "
5. THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP
AND ARE DISPLAYED IN U.S. SURVEY FEET, REFERENCED TO THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929).
(CAI F.B. 600, PG. 59 - 64, 2/22/02 - 2/25/02; SEE C.A.I. FB. 643, PG. 1)
CERTIFICATE OF SURVEYOR
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING A
LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON
NOVEMBER 17, 2005, HE COMPLETED THE SURVEY OF THE LANDS AS
SHOWN IN THE FOREGOING PLAT; THAT SAID PLAT IS A TRUE AND CORRECT
REPRESEN-ATION OF THE LANDS SURVEYED; THAT THE SURVEY WAS MADE
UNDER MY DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES
WITH ALL THE REQUIREMENTS OF CHAPTER 177 FLORIDA STATUTES; AND
THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA; THAT THE
PLAT COMPLIES WITH THE CITY OF SEBASTIAN LAND DEVELOPMENT CODE AND
THAT PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL
U;
POI S HA BEE SET.
.x=
Zi Zvi
FRANK S. UCCURE , P.S.M. SIGNA E DATE'
FL _ RIDA 'ICENSE No. 4765
CAR ASSOCIATES, INC. LB 205 r
1708 21 ST STREET VERO BEACH, FLORIDA 32960
NOTICE: .a^� • f ���
X
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THELLJ
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED
J_
HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
w°
o_
AUTHORITY IN ANY OTHER GRAPHIC OR DIGITAL FORM OF
THE PLAT.
o
N-
THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE
DATE: NOVEMBER, 18 2005.
o c) o
�., LLJ W
CARTER ASSOCIATE'S INC.
LrL=
CONSULTING ENGINEERS AND LAND SURVEYORS
1708 21st STREET 772-562-4191 (PHONE)
VERO BEACH, FLORIDA 32960 772-562-7180 (FAX)
SHEET 1 OF 6
NOTICE:
THIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
NOTICE:
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE VERTICAL CONTROL (BENCH MARKS) USED IN THE
PREPARATION OF THIS SURVEY WERE ESTABLISHED USING
NATIONAL GEODETIC SURVEY (N.G.S.) PUBLISHED VERTICAL
CONTROL POINTS REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
PLAT BENCHMARK = TOP OF 4% 4% 24" CONCRETE
MONUMENT STAMPED P.R.M. CARTER ASSOC. LB205" AT
NORTH R.O.W. OF LAUREL RESERVE DRIVE AND THE EAST
BOUNDARY LINE OF LAUREL RESERVE PHASE 1. ELEV. 24.69
N.G.V.D. 1929
r -
I M1
N
GPS VERTICAL CONTROL POINT NOTES:
DESIGNATION - D 200
PID - AF3462
STATE/COUNTY - FL/INDIAN RIVER
USGS QUAD - SEBASTIAN (1970)
PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET)
PUBLISHED ELEVATION - NGVD 29, 17.74 (FEET)
DESCRIPTION: BENCH MARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "D 200 1960 "
THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A
CLOSED LEVEL LOOP AND ARE DISPLAYED IN U.S. SURVEY
FEET, REFERENCED TO THE NATIONAL GEODETIC VERTICAL
DATUM OF 1929 (NGVD 1929). (CAI F.B. 600, PG. 59 - 64,
2/22/02 - 2/25/02)
N 1257657.43 VACANT UNPLAT ED LAND
P.R.M. E 828863.39 N 00°09'39" E 1291.27'(0)
------------[
{.� P.R.M.-08°O -
I �--- \ S 00°0/ W
� I
COP
O J>
5; D
0 0
1=
m N U 1
LClni _ �. -. - -�� _ ., CTnOK AIA/ TCO_ -
w I ��
m w - TRACT '7'
aQ� I -I
z CL z
_ Q I� NORTH LINE OF SE ION
z WI �I AND SOUTH LINE "SO
O
O0,, UNDER SUBDIVIS N"
o U
:20 0 CE �L 1
CO
�I--CD
� U CJII
oar
ono W
Of
Lo
O
n
0
INDIANMIL X --IR —�f AOL -X =-XL`-'.M m`WAlk,-'VW -AW m4j
A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 114,
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
•SEBASTIAN,- D.
GRID NORTH
GRAPHIC SCALE
100 0 50 100 200 400
1 1
( IN FEET )
1 inch r 100 ft.
VACANT UNPLATTED LAND [S 00°01'38" E 1359.19'(D)]
PLATBOOK
PAG
DOCKET NO.
N 1255006.978
.M. E 828855.957
?t. i -
I
I w
I I-- w
C6N
0)
Ln
J
w0cwn
�N
'—uo
mm7
w
OV)w
N�
a-
(M�
00
L'J
--.:T
In
ry
F-
Lu
1
H
0
Q
ry
rnrn
V1
1_
o
mz
Q
U) Lo
zCOC)
J
CDmO
Y
O
Ln
Ln
C
V)
0
�—
Q
J
0-U
0
N
Q
m
w
O
m�0
J
>
v
C6N
POINT OF BEGINNIMG ( V
�, z �� Q `---`���\� m c
NW CORNER OF THE
I �, _�O NE 1/4 OF SECTION 18-31-39 - WEST LINE OF THE NE 1/4
/ '( )] SECTION 1 -31-39 /`z'U'}c\u
& SW CORNER OF "SOUTH N 00°81 .41 D \ cry ZMOON UNDER SUBDIVISIONI !-190.01'0�
N 00°041'(0) ---- -----
- __ _ __ _ _ - - - - - N 00 08 52 E1326.8581 \
�:7y1. N_ 1257646.80 _ - _ - _ _ S 00 08 52 W 132 3.73
Q) o c-
- � - -E $27�53�1�---------------------- ----------------------------- f. 1256 ---------------------------------------SE 1---------------------------�,
COLLIER CREEK DRAINAGE R 0 W N 1256320.08 P.R.M.P_R_M_ _ _ _ - -
T.B.M. = P -K NAIL & BRASS DISK VACANT UNPLATTED LAND PHASE 2 E 827530.74 VACANT UNPLATTED LAND N 1254993.229
IN SOUTH FACE OF WOOD UTILITY POLE. CARTER ASSOCIATES, INC. E 827527.318
Cr -
STAMPED "TRAY. LB 205" (TBM #13) T..B.M. = P -K NAIL & BRASS DISK CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
ELEVATION: 26.94' (NGVD 1929) EAST FACE OF WOOD UTILITY POLE. 1708 21st. STREET
STAMPED "TRAY. LB 205" (TBM #17) THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE VERO BEACH, FLORIDA 32960
ELEVATION: 23.68' (NGVD 1929) DATE: NOVEMBER 18, 2005
TEL. (772) 562-4191
SHEET 2 OF 6
�j r m
J
w0cwn
�N
'—uo
w
OV)w
N�
L'J
N N
H
00
F= -z0
U) Lo
a)
�wz
N
Ln
Ln
U
U
N
O
m�0
J
>
c.om�
-
N
�-w>
�
I
z��
�
-�
mQ
I
o
I
Nzobo
J
I
Y
z
I
=nw
000
I
NQQo
!
f
I
�
'-j
U
<
I
Q
�
POINT OF BEGINNIMG ( V
�, z �� Q `---`���\� m c
NW CORNER OF THE
I �, _�O NE 1/4 OF SECTION 18-31-39 - WEST LINE OF THE NE 1/4
/ '( )] SECTION 1 -31-39 /`z'U'}c\u
& SW CORNER OF "SOUTH N 00°81 .41 D \ cry ZMOON UNDER SUBDIVISIONI !-190.01'0�
N 00°041'(0) ---- -----
- __ _ __ _ _ - - - - - N 00 08 52 E1326.8581 \
�:7y1. N_ 1257646.80 _ - _ - _ _ S 00 08 52 W 132 3.73
Q) o c-
- � - -E $27�53�1�---------------------- ----------------------------- f. 1256 ---------------------------------------SE 1---------------------------�,
COLLIER CREEK DRAINAGE R 0 W N 1256320.08 P.R.M.P_R_M_ _ _ _ - -
T.B.M. = P -K NAIL & BRASS DISK VACANT UNPLATTED LAND PHASE 2 E 827530.74 VACANT UNPLATTED LAND N 1254993.229
IN SOUTH FACE OF WOOD UTILITY POLE. CARTER ASSOCIATES, INC. E 827527.318
Cr -
STAMPED "TRAY. LB 205" (TBM #13) T..B.M. = P -K NAIL & BRASS DISK CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
ELEVATION: 26.94' (NGVD 1929) EAST FACE OF WOOD UTILITY POLE. 1708 21st. STREET
STAMPED "TRAY. LB 205" (TBM #17) THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE VERO BEACH, FLORIDA 32960
ELEVATION: 23.68' (NGVD 1929) DATE: NOVEMBER 18, 2005
TEL. (772) 562-4191
SHEET 2 OF 6
12 14
L..jA LJFZHE S vE
EXISTING 10' DRAINAGE
& UTILITY EASEMENT - -
N 89'32'31 " E
- - -
F20' UTILITY EASEMENT
O.R. 1322, PG. 1214+)
N89 ''33"E
66; .18'
STORMWATER
o V�
TRACT 7
z (SHOWN ON THIS SHEET AND SHEET 4)
m o0
o0
to
m
Cn
-� O C
iso
c
81
0
� 6
80
O
OSS
. SF �C
7
U �
zz
�, � C)
m 79
c� ^
I �p � G
op
7,1- .')-32 C 1 02� �s, GAO
019 G� /
1
;,1 >48 �� �"� o
U 0O
AO n z
��9 o D
U, �h s 90
z�. o_rn
N � � D
_� O �
m z > so
) o � n n --S8S 4
0
�C/) D
O
m �- Co�- O �S, 91
Q
tx �C�(
/ o
_
250
S '
242�-7 9 C 1 1 /`,��' 'V�j�6
/7Q 69\
C1181 CA Aa/� \ �jA'606 sS17\
_1�11 C
S
EXISTING 20' DRAINAGE-
& UTILITY EASEMENT
1 ,
1329.27'(0)
TRACT 'A'
i N89°32'31 "E
D
�F F1
-
k\L! -
N89 32 31 E
20.00'
MATCHLINE - SEE SHEET 6 OF 6 \
0
11
El
0 WE
PHASE 2
A P.U.D. AND PART OF THE WEST 112 OF THE NORTHEAST 114,
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA
LENGTH
BEARING
CURVE
TABLE
17.33
N46'54'17"E
L5
ICURVELENGTH
RADIUS
DELTA CHORD
28.44
i1u
146.45
C1016
99.27
- - -
U)
CD
97.05
N69°06'20"W
N47'14'55"W
C1018
136.22
125.00
62°26'14"
129.58
S89°49'41 "W
c0 O
C1019
27.03
47.00
32'56'44"
o c0
S75'25'34"E
L49
C1020
33.79
o�
41'11'47"
33.07
N67°30'11 "E
S89°49'41 "W
C1021
61.81
225.00
15'44'26"
61.62
S54'46'30"W
94°09'13"
01022
0.14
331.42'
0'02'48"
0.14
N62'37'19"E
-
- - - -
_7 �7F
175.00
33'12'27"
100.01
N45°59'42"E
O
N
175.00
4'49'05"
14.71
N26°58'56"E
C1025
88.37
225.00
22'30'14"
87.81
S35°49'30"W
1_�6
C1026
N
F_
15°34'06"
60.95
S54°51'40"W
C1027
40.24
175.00
13'10'26"
>Do
m
N56°03'30"E
10 U..
o
0
7.84
m
2'34'00"
7.84
N48°11'17"E l
C1029
22.64
25.00
C U;
+
N20'57'50"E i
C1030
51.42
56.00
52'36'48"
49.64
S21 °19'46"W
C1031
87.25
8 5
`D0
78.69
N87°43'46"W
Io
87.96
56.00
90'00'00"
79.20
N01'54'17"E l
o m
o _rt
C1033
50.71
-
k\L! -
N89 32 31 E
20.00'
MATCHLINE - SEE SHEET 6 OF 6 \
0
11
El
0 WE
PHASE 2
A P.U.D. AND PART OF THE WEST 112 OF THE NORTHEAST 114,
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA
PLAT BOOK
PAGE
DOCKET NO.
LINE TABLE
LINE
LENGTH
BEARING
CURVE
TABLE
17.33
N46'54'17"E
L5
ICURVELENGTH
RADIUS
DELTA CHORD
28.44
BEARING
146.45
C1016
99.27
135.00
42'07'58"
97.05
N69°06'20"W
N47'14'55"W
C1018
136.22
125.00
62°26'14"
129.58
S89°49'41 "W
80.71
C1019
27.03
47.00
32'56'44"
26.65
S75'25'34"E
L49
C1020
33.79
47.00
41'11'47"
33.07
N67°30'11 "E
S89°49'41 "W
C1021
61.81
225.00
15'44'26"
61.62
S54'46'30"W
94°09'13"
01022
0.14
175.00
0'02'48"
0.14
N62'37'19"E
112.37
C1023
101.43
175.00
33'12'27"
100.01
N45°59'42"E
C1024
14.72
175.00
4'49'05"
14.71
N26°58'56"E
C1025
88.37
225.00
22'30'14"
87.81
S35°49'30"W
C1026
61.14
225.00
15°34'06"
60.95
S54°51'40"W
C1027
40.24
175.00
13'10'26"
40.15
N56°03'30"E
C1028
7.84
175.00
2'34'00"
7.84
N48°11'17"E l
C1029
22.64
25.00
51'5255"
21.87
N20'57'50"E i
C1030
51.42
56.00
52'36'48"
49.64
S21 °19'46"W
C1031
87.25
56.00
89'16'07"
78.69
N87°43'46"W
C1032
87.96
56.00
90'00'00"
79.20
N01'54'17"E l
C1033
50.71
56.00
51 *52'55"
48.99
N 72'50' 45"E
C1034
22.64
25.00
51'52'55"
21.87
S72'50'45"W
C1035
7.84
225.00
1 °59'46"
7.84
N47'54'10"E
C1036
53.97
225.00
13'44'40"
53.85
N55'46'23"E
C1037
47.40
175.00
15'31'09"
47.26
S54°53'09"W
C1038
68.88
175.00
22'33'11"
68.44
S35°50'59"W
C1039
34.54
225.00
8'47'44"
34.51
N28°58'16"E
C1040
100.85
225.00
25'40'52"
100.01
N46°12'34"E
C1041
14.12
225.00
3°3544"
14.12
N60'50'51 "E
C1042
48.08
175.00
15'44'26"
47.93
S54°46'30"W
C1043
33.79
47.00
41'11'47"
33.07
S26'1824W
C1044
89.49
135.00
37'58'45"
87.86
N19'09'42"W
C1045
89.49
135.00
37'58'45"
87.86
N18'49'04"E
C1046
27.03
47.00
32°56'44"
26.65
S10°45'52"E
C1047
118.09
125.00
54'07'49"
113.75
N00°1019"W
C1048
27.03
47.00
32'56'44"
26.65
S10°25'14"W
C1049
33.79
47.00
41'11'47"
33.07
S26°39'02"E
C1050
72.82
325.00
12'50'19"
72.67
N40'49'46"W
A
C1051
10.10
275.00
2'06'12"
10.09
S35'2743"E
C1175
61.62
275.00
12°50'19"
61.49
N40°49'46"W
C1176
33.79
47.00
41'11'47"
33.07
N67°50'49"W
C1177
67.65
135.00
28'42'39"
66.94
N62'03'03"E
C1178
33.19
25.00
76°03'21"
30.80
S38'22'42"W
C1179
27.03
47.00
32°56'44"
26.65
S75°04'56"W
C1180
67.69
125.00
31'01'40"
66.87
N74°07'24"E
C1232
149.83
100.00
85'50'47"
136.20
S89°49'41 "W
C1233
54.94
200.00
15°44'26"
54.77
S54°46'30"W
C1234
132.90
200.00
38°04'20"
130.47
N43'36'33"E
C1235
132.90
200.00
38'04'20"
130.47
S43'36'33"W
01236
5494
20000
15'44'26"
5477
N54'46'30"E
PLAT BOOK
PAGE
DOCKET NO.
LINE TABLE
LINE
LENGTH
BEARING
L4
17.33
N46'54'17"E
L5
28.44
N46'54'17"E
L6
28.44
N46°54'17"E
146.45
L7
13.70
N46'54'17"E
vU
�
L28
17.90
N47'14'55"W
12'50'19"
L37
32.33
N47°14'55"W
CCn c
L38
80.71
N 46 °54' 17"E
100.00
L40
17.80
N47°14'55"W
"E
L49
50.13
N47'1455"W
112.37
L50
50.13
N46'54'17"E
S89°49'41 "W
E
1"
SHEET LOCATION KEY M
MA
GRAPHIC SCALE
50 0 25 50 100
I I I I I
( IN FEET )
1 inch = 50 ft.
D.E. = DRAINAGE EASEMENT
I.E. = IRRIGATION EASEMENT
OP.R.M. = PERMANENT REFERENCE MONUMENT_
o P.C.P. = PERMANENT CONTROL POINT
,
• = LOT CORNER
01237
164.33
100.00
94'09'13"
146.45
N00°1.0'19"W
i
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
vU
�
C1238
67.22
300.00
12'50'19"
67.08
N40°49'46"W
THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE
CCn c
DATE: NOVEMBER 18, 2005
C1242
149.83
100.00
85'50'47"
136.20
N89'49'41
"E
VERO BEACH, FLORIDA 32960
C1248
112.37
75.00
85°50'47"
102.15
S89°49'41 "W
LEGEND:
C1249
123.25
75.00
94°09'13"
109.84
N00°10'19"W
L.E. = LANDSCAPE EASEMENT
A. E. =ACCESS EASEMENT
Cn
C1250
112.37
75.00
85°50'47"
102.15
N89°49'41 "E
U. E. = UTILITY EASEMENT
�-
GRAPHIC SCALE
50 0 25 50 100
I I I I I
( IN FEET )
1 inch = 50 ft.
D.E. = DRAINAGE EASEMENT
I.E. = IRRIGATION EASEMENT
OP.R.M. = PERMANENT REFERENCE MONUMENT_
o P.C.P. = PERMANENT CONTROL POINT
,
• = LOT CORNER
NorlcE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS
THE OFFICIAL DEPICTION OF THE SUBDMDED LANDS
i
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
`D
SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT.
ooC
THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE
CCn c
DATE: NOVEMBER 18, 2005
S:S:>
�c�
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND
MAPPERS
200 1708 21st. STREET
VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191
SHEET 3 OF 6
f
4
rL^ i awn ...... ........
EXISTING 20' DRAINAGE- SOUTH FI SCHER CIRCLE LAUREL RESERVE
_ Rr IITII ITY FACFMFNT 17vic- - DA^C ,
&---UTILITY EASEMENT 6 0 WIDE RIW & L -
- A P.U.D. AND PA
; RT OF THE WEST 1/2 OF THE NORTHEAST 1l
DOCKET NO,
SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
- 20' UTILITY EASEMENT INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FL IDA
m Cf) - -i*
F- D z _� O.R. 1322, PG. 1214+)
o TRACT 'A' ... I. ..... . 'I"
Cn
=I I N 3
Oce= II
5' L. E. N89'32'25"E 329.65' N89°32'33"E y"
CURVE TABLE LINE TABLE
�Dn� �--E-:5
+ 668.18'ICURVE LENGTH RADIUS
• Co < m z I r- t �, L341 L2 0 -� s DELTA CHARD BEARING 'LINE LENGTH BEARING
o > �'� 5 L. E. / AS, { C1003 22.64 25.00 51 °52'55 21.87 N26°23'57"W L2 2.27 "
F- � r- , „ , „ I S00 27,29W
/ 00 { C1004 55.68 56.00 1 56 58 24 53.42 S23 51 12 E { L3 12.52 N47 1455"W
0 o o ( I� / °°� { C1005 22.64 1 25.00 I 51'52'55" 21.87 I S21 °18'28"E { L29 1 17.94 N46-54'1 7"E
o U! G Cu
_ 5g 00, 73 h / 1 C1006 1 12.65 225.001 3'13'20" 12.651 N45'38'15"W L32 1 14.31 N46-54'1 7"E
II n a,n °��O { C1007 49.16 225.00 12'31'06" 49.06 N37°46'03"W L33 8.89 N47°14'55"W
N ca �' I 00 �`L C1008 52.21 1 175.00 17'05'39" 52.02 S40°03'19"E L34 2.27 S00'27'29"W
/70 { C1009 64.071 175.00 20°58'41" 63.72 S59°05'29"E { L35 ( 75.90 N47'14'55"W
-< �
�h / �° { C1010 39.48 I 225.00 { 10'03'08" 39.42 1 N64°33'15"W L36 32.33 S4 "
o \ C 122>> �� S� °, 1 6 54 17 W
r- I S �, S� 7 4 C1011 { 100.851 225.00 25°40'50" 100.00 1 N46'41'16"W I L431 32.33 S47'14'55"E
m I `� `� ti „
SS C1012 1 9.191 225.00 2:20 22 9.191 N,32-40'41 W { { L44 { 81.31 N46-54'1 7"E
O�S 0 O� C1013 ( 48.08 175.00 15 44 26 47.93 { S,39 -2242"E { L46 1 17.80 -1 4'55"E
(� �-*11'47"°
�it,TS '1' // , SSC1014 I 33.79 47.00 41 33.07 1 S67 50 49 E { L47 1 17.80 S46 -54'17"W
72 \ 9�' �\ // 00 v � C1015 1 99.27 135.00 42'07'58" 1 97.05 1 S68°4542"W 1 L48 { 50.13 S46°54'17"W
7 5 / ° , A 1 C1017 27.03 47.00 1 32°56'44" 26.65 ° L51 50.13 "
O SS � 1 N75 04 56 E { { { S47 14 55 E
J p C1018 136.22 125.001 62-0,3'21
26'14" 1 129.58 S89-49'41 "W
o}/ > { C1178 33.19 25.00 76 03 21 1 30.80 1 S,38 -22'42"W
/ \ O- Y O z
76
m
O S' m
z
71
Q, m
9
I
<
D
D
�
_
I
LTi
Io
C I�
o=
� I
�
-i
(T1 I
N
z
00
w
00
(
1I
o IN
CA
rrl CO z -�
l > CD
O
M>
< >
> -u D .C-cl
_
oo� il
z D�
W
>FTI
<O z
00 1 >
r- r-
,. Co
z O�
N
O
Cl)
D <
Qo---i�_�
N CJ --�1
�o�
I�r
0
C
1 �.
7.5
O� 7.5
J-1
D
>
LTi
m
{ C1179 I 27.03 47.00 32'56'44" 1 26.65 S75°04'56"W
1 C1180 67.691 125.00 31 °01'40" 66.87 N74'07'24"E
C1181 68.511 125.001 31'24'45" 67.671 S74'39'29"E
C1182 27.0,31 47.001 32'56'44" 1 26.65 1 N75°25'34"W
C1183 1 33.691 25.001 76'51'04" 1 31-191 N38°15'01 "W I
C1184 1 67.89 135.00 28'48'43" I 67.17 S62°2442"E
C1185 1 33.79 47.00 41 °11'47" 1 32.38 S66°59'33"W i
{ C1186 61.811 225.001 15°44'26" ( 61.62 N54°46'30"E 1
C1187 0.771 175.001 0'15'06" 1 0.77 S62-31'1 0"W I
C1188 101.431 175.001 33°12'34" 1 100.021 S45°47'20"W EE
C1205 1 100.851 225.001 25'40'55" 1 100.01S46°03'07"W
{ C1206 1 14.741 225.00 3°45'09" 14.73I S60°46'09"W
q C1207 1 48.081 175.00 15°44'26" 47.93;'N54°46'30"E
v C1208 33.79 47.00 41 *11'47" 1 33.071 N26 -18'24"E
C1209 89.49 135.00 37°5845" 87.86 Sl 9-09'42"E H T E 0
C1210 89.49 135.00 37'58'45" 87.86 S18°49'04"W
C1211 27.03 47.00 32'56'44" 26.65 N10°45'52"W
C1212 118.09 125.00 54°07'49" 1 113.75 S00°10'19"E
{ C1213 27.03 47.00 32°56'44" ( 26.65 N10°25'14"E
C1214 33.79 47.00 41 °11'47" 33.07 N26°39'02"W > >
C1215 56.97 225.00 14°30'28" 56.82 S39°59'41 "E(n
o
C1216 1 4.84 225.001 1-13'58" 4.84 S32°07'28"E SHEET LOCATION KEY
C1217 1 96.55 175.001 31 °36'36" 95.33 N47°18'47"W
C1218 1 19.74 175.001 6'27'44" 19.73 1 N66°20'57"W
C1219 { 83.56 225.001 21'16'44" 83.08 I S58°56'27"E I
C1220 I 65.951 225.00 16°47'36" 65.71 S39°54'17"E 1
C1221 1 35.421 175.00 11'35'47" 35.36 N37°18'23"W {
C1222 1 12.661 175.00 4°08'39" I 12.65 N45°10'36"W {
C1223 22.641 25.00 51'52'55" 1 21.871 N73°11'23"W 1
C1224 147.151 56.001 150°33'16" 1 108.321 N23°51'12"W
C1225 1 22.641 25.001 51'52'55" 1 21.871 N25°28'58"E
C1228 1 54.94 200.001 15°44'26" 1 54.77 1 N39°22'42"W I LEGEND:
C1229 1 132.90 200.001 38'04'20" 1 130.47 S50'3239"E
C1230 132.90 200.00 38'04'20" I 130.47 N50°32'39"W { L.E. = LANDSCAPE EASEMENT U-
A. E. = ACCESS EASEMENT
C1231 54.94 200.00 15°44'26" 54.77 S39°22'42"E { u. E. = UTILITY EASEMENT
C1232 149.831 100.00 85°50'47" 136.20 S89°49'41 "W 1 D. E. = DRAINAGE EASEMENT o=
cl�]
C1242 149.83 1 100.00 85°50'47" 136.20 N89°49'41 "E ElP.R.M. = PERMANENT REFERENCE MONUMENT
C1243 1 54.94 200.00 15°44'26" I 54.771 N54-46,30"Eo P.C.P. = PERMANENT CONTROL POINT
C1244 132.90 200.00 38°04'20" 1 130.471 S43 -36'3,3"W= LOT CORNER
F.P.BcL. = FLORIDA POWER AND LIGHT
C1247 164.33 100.00 94°09'13" 1 146.451 S00°10'19"E
f --
C1248 112.37 75.00 85°50'47" 1 102.151 S89°49'41 "W
C1250 112.37 75.00 85.50'47" { 102.15 N89°49'41 "E w
{ C1251 123.25 75.00 94°09'13" 1 109.84 S00°10'19"E
k
NOTICE: o
GRAPHIC SCALE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS C
THE OFFICIAL DEPICTION OF THE SUBDMDED LANDS o
50 25 50
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES E �o
0 100 200
III
ml SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR
I_
(I IN FEET) DIGITAL FORM OF THE PLAT.-=
1 inch = 50 ft C)
Lli W LJ
THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE
DATE: NOVEMBER 18, 2005 > > >
www
CARTER ASSOCIATES, INC. ct� Cc cj:�
CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
1708 21st. STREET
VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191 SHEET 4 OF 6
C I
n I
I
--- {
o MATCHLINE - SEE SHEET 4 OF 6
w
...,.�f u.�.¢.. .m '-)'
V Y
N moi° 00,
F-
D I �s
�-i s, 'O
O'FT] O
w
00O
Igo �
r- I
00 > �7
Q I � -►
N D
rll cn
1 � 0 00
DmD v FT] O O
O
0 �I
D m
�
<oz
00 --Ti D O
z N o
0
<0oCl)
F- U)
I \ � �p
(-0 U) \
PHASE 2
A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/45
SECTION 185 TOWNSHIP 31 SOUTH, RANGE 39 EAST,
INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA
MATCHLINE - SEE SHEET 3 OF 6
-
C
F 1"
C1�248
\ I
0� � ���
) 1
m O U •
ol
CN
67
1789 4-9 Wit" E o N
r
CD
Ln
D
U, iFq cn ts%
0 71
6617 k5"
/7,
Cl 2 50
C1242
65-
�J C7 1 g 1
Gbo17
"o
64
55":o
4-1
m
63 s
\
I A-
app �° N 8 5' 2" E
17 56
62 � N�O 12'
SN
G
57 °
tx
loo5 8 \ ,� =
�'o'�-
61 00 O
,,,
v / t r
I Cl96 O ��
i 59
60
� 0Q) fi
N,89*1.0.'48''W
w
W
W
z
J
V
Q
PLAT BOOK
PAGE
DOCKET N0.
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS
THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PUT.
200
LIJ
v)-
c , H T E 0LIJ
Ir
w
w-
O_
SHEET LOCATION KEY M Co-
Q
N-
THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE j j j
DATE: NOVEMBER '18, 2005 � � Lij
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
1708 21 st. STREET
VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191 SHEET 5 OF 6
CURVE
TABLE
LINE TABLE
CURVE LENGTH RADIUS
DELTA CHORD
BEARING
LINE LENGTH
BEARING
C1178
33.19
25.00
76°03'21"
30.80 S38°22'42"W
L29
17.94 N46-54'1 7"E I
C1181
68.51
125.00
31 °24'45"
67.67
S74°39'29"E
L30
29.38 N46°58'30"E
C1182
27.03
47.00
32°56'44"
126.65 N75°25'34"W
1-31
29.04 N46°54'17"E
C1183
33.69
25.00
76°51'04"
31.19
N38°15'01 "W
L32
14.31 N46°54'17"E
C1184
67.89
135.00
28°48'43"
167.17
S62°24'42"E
I L33
8.89
N47°14'55"W
C1185
33.79
47.00
41 °11'47"
32.38
S66°59'33"W
L35
75.90
N47°14'55"W 1
01186
61.81
225.00
15'44'26"
161.62
N54°46'30"E
L36
32.33 S46°54'17"W
C1187
0.77
175.00
0°15'06"
0.77
S62°31'10"W
L43
32.33 S47°14'55"E .
01188
101.43
175.00
33°12'34"
100.02
S45°47'207)W
L44
81.31 N46°54'17E
01189
14.08
175.00
436'40"
14.08
S26°52'43"W
� L45
92.77 N46°54'17"E
01190
88.98
225.00
22°39'26"
88.40
N35°54'07"E
L46
17.80 S47°14'55"E
01191
60.46
225.00
15°23' 45"
60.28
N 54°55' 43" E
L47
17.80 S46°54'17"W
C1192
40.91
175.00
13°23'39"
40.82
S55°55'46 "W
L48
50.13 S46°54'17"W
C1193
6.89
175.00
2°15'26"
6.89
S48°06'13"W
L51
50.13 S47°14'55"E
C1194
22.64
25.00
51 °52'55"
21.87
S20°57'50"W .
C1195
50.71
56.00
51 °52'55"
48.99
N20°57'50"E
C1196
87.96
56.00
90°00'00"
79.20
S88°05'43"E
C1197
87.96
56.00
90°00'00"
79.20
S01 °54'17"W
C1198
50.71
56.00
51 °52'55"
48.99
S72°50'45"W
01199
22.64
25.00
51 °52'55"
21.87
N72°50'45"E
C1200
7.23
225.00
1 °50'32"
7.23
S47°49'34"W
C1201
54.58
225.00
13°53'54"
54.44
S55°41'47"W
C1202
46.80
175.00
15°19'18"
46.66
N54°59'04"E .
C1203
69.49
175.00
22°45'02"
69.03
N35°56'54"E
LEGEND:
C1204
33.92
225.00
8'38'15"
33.89
S28°53'31 "W W.
L.E.
= LANDSCAPE EASEMENT
C1205
100.85
225.00
25°40'55"
100.01
S46°03'07"W
A.E.
= ACCESS EASEMENT
C1206
14.74
225.00
3°45'09"
14.73
S60°46'09"W
U.E.
D.E.
= UTILITY EASEMENT
= DRAINAGE EASEMENT
01207
48.08
175.00
' "
15°44 26
47.93
N54°46'30"E
1. E.
= IRRIGATION EASEMENT
C1208
33.79
47.00
41 °11'47"
33.07
N26°18'24"E
El P.R.M. = PERMANENT REFERENCE MONUMENT
C1209
89.49
135.00
37°58'45"
87.86
S19°09'42"E
o P.C.P.
= PERMANENT CONTROL
POINT
C1210
89.49
135.00
37°58'45"
87.86
S18°49'04"W
9=
F.P.&L.
LOT CORNER
= FLORIDA POWER AND
LIGHT
C1211
27.03
47.00
32°56'44"
26.65
N10°45'52"W
C1212
118.09
125.00
54°07'49"
113.75
S00°10'19"E
C1213
27.03
47.00
32°56'44"
26.65
N10°25'14"E
C1214
33.79
47.00
41 °11'47"
33.07
N26°39'02"W
C1242
149.83
100.00
85°50'47"
136.20
N89°49'41 "E
C1243
54.94
200.00
15°44'26"
54.77
N54°46'30"E
C1244
132.90
200.00
38°04'20"
130.47
S43°36'33"W
C1245
132.90
200.00
38°04'20"
130.47
N43°36'33"E
C1246
54.94
200.00
15°44'26"
54.77
S54°46'30"W
C1247
164.33
100.00
94°09'13"
146.45
S00°10'19"E
EE
C1248
112.37
75.00
85°50'47"
102.15
S89°49'41 "W
`
�i
C 1250
112.37
75.00
85°50'47"
102.15
N89°49'41 "E
;;
C1251
123.25
75.00
94°09'13"
109.84 S00°10'19"E .
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS
THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PUT.
200
LIJ
v)-
c , H T E 0LIJ
Ir
w
w-
O_
SHEET LOCATION KEY M Co-
Q
N-
THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE j j j
DATE: NOVEMBER '18, 2005 � � Lij
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
1708 21 st. STREET
VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191 SHEET 5 OF 6
C1242 i
7 181 C11
C,
W U
n
0
0
D
m
D
m
N g5°14.2" E
c�
112.05 .RJ
0 P.R.M.
w
cn
w
4/- U
h
-, :^'r•„ rig,
mpmooft
J6< LF 1. fm<mok H1ZAom:qih L=.I;z V**IrH T 600
PAGE
A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4,
SECTION 1, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
DOCKET NO,
INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA
MATCHLINE - SEE SHEET 3 OF 6
k
W
,,
J
=
z
4/- U
h
-, :^'r•„ rig,
mpmooft
J6< LF 1. fm<mok H1ZAom:qih L=.I;z V**IrH T 600
PAGE
A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4,
SECTION 1, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
DOCKET NO,
INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA
MATCHLINE - SEE SHEET 3 OF 6
�LJJ.JJ
. p�O
CURVE TABLE LINE TABLE
CURVE LENGTH RADIUSI DELTA I CHORD I BEARING LINE LENGTH BEARING
1 C1043 33.79 47.001 41 °11'47" 1 33.071 S26°18'24"W 1 L7 13.701 N46-54'1 7"E
1 C1044 1 89.491 135.00 1 37`58'45" 1 87.861 N1 9-09'42"W I L28 17.901 N47°14'55"W
1 C1045 1 89.491 135.00 1 37.58'45" 1 87.861 N1 8-49'04"E L37 32-331 N47°14'55"W
C1046 1 27.03 47.001 32°56'44" 26.651 S1 0-4552"E 1 1-38 80.711 N46-54'1 7"E
1 C1047 i 118.09 125.00 54'0749" 113.751 N00°10'19"W 1 L40 17.801 N47°14'55"W
1 C1048 1 27.031 47.00 32°56'44" 26.651 S10°2514"W I L41 17.801 N46°54'17"E
C1049 33.79 47.00 41 °11'47" 1 33.071 S26°39'02"E 1 L42 1 32.33 N46-54'1 7"E
C1050 72.82 325.00 12°50'19" 1 72.67 1 N40°49'46"W i L49 1 50.13 N47°14'55"W
C1051 10.10 275.00 2°06'12" 1 10.09 S35°27'43"E 1 L50 50.13 N46°54'17"E
1 C1052 100.561 275.00 20'57'06" 1 100.00 S46°59'22"E I L69 17.901 547`14'55"W
1 C1053 1 38.291 275.001 7°'58'43" 1 38.261 S61-27'1 6"E
C1054 1 64.541 325.001 11 °2242" 1 64.441 N59-45'1 6"W
C1055 100.46 325.001 17°42'40" 1 100.06 N45°12'35"W
C1056 11.03 325.001 1-56',38" 1 11.03 N35°22'56"W
1 C1057 61.62 275.00 12°50'19" 1 61.491 S40°49'46"E
1 C1166 40.191 50.00 46°03'20" 1 39.121 S21 °50'04"W
C1168 72.501 325.00 12°46'51 " 1 72.351 S40°5130"E
C1169 1 0.331 325.001 0°03'28" 1 0.331 S34°26'20"E
C1170 1 100.321 275.001 20°54'07" 1 99.771 N44°51'40"W
1 C1171 1 48.63 1 275.00 10°07'53" 1 48.561 N60°22'40"W
C1172 1 54.251 325.00 9°33'48" 1 54.18 1 S60°39'43"E
C1173 1 100.401 325.001 17°42'00" 1 100-001 S47°01'49"E
C1174 21.39 325.00 3°46'13" 1 21.381 S36°17'43"E
1 C1175 61.62 275.00 12°50'19" 1 61.491 N40°49'46"W
C1176 1 33.79 47.001 41°11'47" 1 33.071 N67°50'49"W
C1177 1 67.651 135.001 28°42'39" 1 66.94 1 N62°03'03"E
C1178 1 33.191 25.001 76°03'21" 1 30.801 S38°22'42"W
1 C1179 1 27.031 47.001 32°56'44" 1 26.651 S75°04'56"W
1 C1180 1 67.69 125.001 31 °01'40" 1 66.871 N74°07'24"E
1 C1181 1 68.51 125.001 31.24'45" 1 67.671 S74°39'29"E
1 C1183 1 33.691 25.00 76'51'04" 1 31-191 N38°15'01 "W
C1232 1 149.83 1 100.00 85°50'47" 1 136.20 1 S89°49'41 11W
C1237 1 164.33 1 100.001 94°09'13" 1 146.451 N00°10'19"W
C1238 1 67.221 300-001 12°50'19" 1 67.08 1 N40°49'46"W
1 C1239 1 162.491 300.00 31-02'00" 1 160.511 S49°5537"E
1 C1240 162.491 300.00 31 °02'00" 1 160.511 N49°55'37"W
C1241 67.221 300.00 12°50'19" ( 67.081 S40°49'46"E
C1242 1 149.831 100.00 85°50'47" 1 136.201 N89°49'41 "E
96
=
z
-I
�
_
C
�
I
�
O
D
o
opo
�-{-�i
0m
cO=�
z m
°' (.0
71
CO M
I
v
1
w
..
FT -1
w0m
Qo
D
-�
z
�LJJ.JJ
. p�O
CURVE TABLE LINE TABLE
CURVE LENGTH RADIUSI DELTA I CHORD I BEARING LINE LENGTH BEARING
1 C1043 33.79 47.001 41 °11'47" 1 33.071 S26°18'24"W 1 L7 13.701 N46-54'1 7"E
1 C1044 1 89.491 135.00 1 37`58'45" 1 87.861 N1 9-09'42"W I L28 17.901 N47°14'55"W
1 C1045 1 89.491 135.00 1 37.58'45" 1 87.861 N1 8-49'04"E L37 32-331 N47°14'55"W
C1046 1 27.03 47.001 32°56'44" 26.651 S1 0-4552"E 1 1-38 80.711 N46-54'1 7"E
1 C1047 i 118.09 125.00 54'0749" 113.751 N00°10'19"W 1 L40 17.801 N47°14'55"W
1 C1048 1 27.031 47.00 32°56'44" 26.651 S10°2514"W I L41 17.801 N46°54'17"E
C1049 33.79 47.00 41 °11'47" 1 33.071 S26°39'02"E 1 L42 1 32.33 N46-54'1 7"E
C1050 72.82 325.00 12°50'19" 1 72.67 1 N40°49'46"W i L49 1 50.13 N47°14'55"W
C1051 10.10 275.00 2°06'12" 1 10.09 S35°27'43"E 1 L50 50.13 N46°54'17"E
1 C1052 100.561 275.00 20'57'06" 1 100.00 S46°59'22"E I L69 17.901 547`14'55"W
1 C1053 1 38.291 275.001 7°'58'43" 1 38.261 S61-27'1 6"E
C1054 1 64.541 325.001 11 °2242" 1 64.441 N59-45'1 6"W
C1055 100.46 325.001 17°42'40" 1 100.06 N45°12'35"W
C1056 11.03 325.001 1-56',38" 1 11.03 N35°22'56"W
1 C1057 61.62 275.00 12°50'19" 1 61.491 S40°49'46"E
1 C1166 40.191 50.00 46°03'20" 1 39.121 S21 °50'04"W
C1168 72.501 325.00 12°46'51 " 1 72.351 S40°5130"E
C1169 1 0.331 325.001 0°03'28" 1 0.331 S34°26'20"E
C1170 1 100.321 275.001 20°54'07" 1 99.771 N44°51'40"W
1 C1171 1 48.63 1 275.00 10°07'53" 1 48.561 N60°22'40"W
C1172 1 54.251 325.00 9°33'48" 1 54.18 1 S60°39'43"E
C1173 1 100.401 325.001 17°42'00" 1 100-001 S47°01'49"E
C1174 21.39 325.00 3°46'13" 1 21.381 S36°17'43"E
1 C1175 61.62 275.00 12°50'19" 1 61.491 N40°49'46"W
C1176 1 33.79 47.001 41°11'47" 1 33.071 N67°50'49"W
C1177 1 67.651 135.001 28°42'39" 1 66.94 1 N62°03'03"E
C1178 1 33.191 25.001 76°03'21" 1 30.801 S38°22'42"W
1 C1179 1 27.031 47.001 32°56'44" 1 26.651 S75°04'56"W
1 C1180 1 67.69 125.001 31 °01'40" 1 66.871 N74°07'24"E
1 C1181 1 68.51 125.001 31.24'45" 1 67.671 S74°39'29"E
1 C1183 1 33.691 25.00 76'51'04" 1 31-191 N38°15'01 "W
C1232 1 149.83 1 100.00 85°50'47" 1 136.20 1 S89°49'41 11W
C1237 1 164.33 1 100.001 94°09'13" 1 146.451 N00°10'19"W
C1238 1 67.221 300-001 12°50'19" 1 67.08 1 N40°49'46"W
1 C1239 1 162.491 300.00 31-02'00" 1 160.511 S49°5537"E
1 C1240 162.491 300.00 31 °02'00" 1 160.511 N49°55'37"W
C1241 67.221 300.00 12°50'19" ( 67.081 S40°49'46"E
C1242 1 149.831 100.00 85°50'47" 1 136.201 N89°49'41 "E
96
c� Co
-o
N _o
6' J oCo
A
o I Ch
-( EE
GRAPHIC SCALE
50 0 25 50 100 200
IN FEET) H E 0l
LEGEND: 1 inch = 50 ft
,7
<-D - L.E. = LANDSCAPE EASEMENT
�Y GL °0' , ..\ A.E. = ACCESS EASEMENT
°D�p � S. \_ k U.E. = UTILITY EASEMENT
P.R. ;. D.E. = DRAINAGE EASEMENT 41
° I.E. = IRRIGATION EASEMENT
Lu
o P.R.M. = PERMANENT REFERENCE MONUMENT -'-
w.
�' S P.C.P. = PERMANENT CONTROL POINT M SHEET LOCATION KEY
LOT CORNER c=
=77-
o-
CN
I
i� W_
Ww
THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE cry cry
NOTICE: vj-
DATE: NOVEMBER 18, 2005 > 5=
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS w w w
THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS
CARTER ASSOCIATES, INC. Q:� Of- cr_
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR 1708 21st. STREET
DIGITAL FORM OF THE PLAT. VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191
SHEET 6 OF 6
1 C1248
112.371
75.001
85°50'47" 1
102.15
S89°49'41 "W
1 C1249
123.251
75.00
94°09'13" 1
109.841
N00°10'19"W
C1250
112.371
75.00
85°50'47" 1
102.151
N89°49'41 "E
c� Co
-o
N _o
6' J oCo
A
o I Ch
-( EE
GRAPHIC SCALE
50 0 25 50 100 200
IN FEET) H E 0l
LEGEND: 1 inch = 50 ft
,7
<-D - L.E. = LANDSCAPE EASEMENT
�Y GL °0' , ..\ A.E. = ACCESS EASEMENT
°D�p � S. \_ k U.E. = UTILITY EASEMENT
P.R. ;. D.E. = DRAINAGE EASEMENT 41
° I.E. = IRRIGATION EASEMENT
Lu
o P.R.M. = PERMANENT REFERENCE MONUMENT -'-
w.
�' S P.C.P. = PERMANENT CONTROL POINT M SHEET LOCATION KEY
LOT CORNER c=
=77-
o-
CN
I
i� W_
Ww
THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE cry cry
NOTICE: vj-
DATE: NOVEMBER 18, 2005 > 5=
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS w w w
THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS
CARTER ASSOCIATES, INC. Q:� Of- cr_
DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS
SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR 1708 21st. STREET
DIGITAL FORM OF THE PLAT. VERO BEACH, FLORIDA 32960
TEL. (772) 562-4191
SHEET 6 OF 6