HomeMy WebLinkAbout2004 - (Mylar) Phase Two Plat Book. ddol
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-
STATE OF FLORIDA
INDIAN RIVER COUNTY
CITY OF SEBASTIAN
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNEI)
BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRISE0
HEREON DOES HEREBY DEDICATE AS FOLLOWS:.
UTILITY EASEMENTS:
d 'EME
OWN E HEREBY DEOICATI
I. THE UTILITY EAS NTS AS SHAR
IN PERPETUITY TO THE SANbRIDGE ESTATES HOMEOWNERS'-.
-r:5 -eSSOIII ASSIGNS,
ASSOCIATION, 1�4c, 7r SU6Z OR FOP,
CONSTRUCTION, INSTALLATION, MAINTENANCE, AN0
OPERATION OF UTILITIES BY ANY PROVII INCLUDING
CARLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH
CONSTRUCTION, _' INSTALLATION, kI)ArNITENANCE AND
C'ERATION OF CABLE TELPVT.�Jc+lll
SHALL
INTERFERE - WITH :THE FACILI"FIEs' -Al ii!) V'I'CES OF AN
OOR OTIIIIIIIE_)
ELECTRIC, TELEPHNE, GAS rY. IN THE
EVENT A. CARLE TELEVISION COWANY DAMAGES THE
FACILITIES OF A PUBLIC UTTLITI IT SHALL BE SOLELY SEBASTIAN HIGHLANbS
UNIT 17
A, 44Aw,
10 -
w
3
D4 WITNE-55 WHEREOf T14f UNDERSIMIll JOHN A. KING . A-S
PRESX6EN OF SANDRIDGE, INC. SETHIS HAND ON TH-15
b" OF .2004.
s~mGE IN�
BY:
-Tow Kmi, �Ts PoEsrt>ENT
dA
WTTNIESS: 6LI
ACKNOWLEDGMENT OF DEDICATION
STATE OF FLORIDA
COINTv OF INDIAN RIVER'
THE FOREGOING INS: Mf NT WAS ACINIOWLE00M BEFORE ME
T14rs DAY. Of 2W,4, W- JOHN A. KING, AS
PREFSERWeNT. OF-- S A cot TION, ON
K-k4CF OF* THE'CCRPdRATI`.ON, WHO 15*ems MIO�NI
TO ME
OR
u,"
VA140 ..AS, ATION.
Nouty PUSLrc
MY COMMMION EXPIRES:
MY V#i O.;
LOT$4114ROWH M60WAAANK WMMERCIAL PROPERTIES SLMM181ON,
A-64WOM :PLAT -CORDS OF WMM
0900C OOOK 1:4,PAW 7f),PU13LIC RE
SCHUMANN COMMERCIAL PROPERTIES
SUBDIVISION
Lu
T_
-2
PLAT LO�ATION►vt,
SHEET 2 OF 3 i SHEET 3 OF 3
ti
C 7L505UTH EASY STREET —
LOCATION MAP
NOT TO SCALE
CERT71CATEOFITTLE
STATE OF R-IbQ�
COUNTY OF YNOIAN RIVER
PROFESSIONAL TITLE OF INDIAN RIVER, INC., A TITLE
IN SU[RANCE COMPANY DULY LICENSED IN THE STATE OF- FLORIDA
DOES HEREBY CERTIFY THAT WE HAVE EXAMINED. THE TITLE TO THE
HEREON DESCRIBED PROPERTY, THAT WE FINt)'THE TITLE TO'THE
PROPERTY 15 VESTED IN 5ANDRIDGE, INC., A FLORIDA CORPORATION
WITH KO MORTGAGE5.
ALL TAXES HAVE BEEN PAID ON SA31) PROPERTY
AS REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AM"Eb.
ALSO, THERE ARE NO OTHER LIENS OR ENCUMBRANCES EXCEPT AS
PROVIDED ON THIS PLAT.
IN WITNESS WHEREOF, THE UNOEP.51:6-NED 112 111.4-x r
AS AN OFFICER OF PROFESSIONAL TITLE OF ]:NDrAN RIVER, INC. SET
THEIR HAND ON THIS 74�- DAY OF 2004.
PROFESSIONAL TITLE Or- INt)IAN RIVER, INC.
gy:
CORPORATE OFFICER
Y Manms r t Mity 17
2005
PLAT BOOK -_ 18
PAGE 33
DOCKET NO.
1561323
RECORDEDIN
PUBLIC RECORDS INDIAN
RIVER CNTY FL
BK: 18 PG:33,
07/19/2004 at 09:47 AM,
JEFFREY K BARTON, CLERK
OF COURTS
mTr1fTcATf11 OF CITY SURVEYOR
STATE- OF FLORIDA
COUNTY OF INDIAN RI ER
CITY OF SEBASTIAN
THIS PLAT OF SAfllllWID&E ESTATES, PHASE TWO, A SURDIVISION, HAS BEEN
REVIEWED By THE UN b RISIG N m, PROFESA00t&,Q, SLQUENIM Aft
MAPPER EMPLOYE0, By THE CITY OF $%*STl A*Q ioY
CERTIFIES THAT T14I-'S- PLAT CONFORMS V T44 Wa%
CHAPTER 1.77, FI-C)PIDA STATUTES.
07-06,-
DATE
CITY SURVEYOR R01) RC -Et) PSM 3916
STATE' OF FLORIDA
CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THIS IS TO CERTIFY THAT ON THE CITY
COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA,
APPROVED E FOREGOING PLAT
MAYOR CITY ENGINEiR
jv
CITY CL5,v CITY A TTORfiEY
(ATTEST TO MAYOR SIGNATURE) APPROVEb.AS TO FORM
CLEft OF THE czacur.,T COURT
STATE OF FL04IDA
CQ*TY OF INDIAN RIVER
It CLERK OF THE CIRCUIT COURT OF It WAN RrvTR COLWTIY,
FLORIDA, 00 HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT
OF SANORTOGE ESTATES, M4ASE TWO, A su,&DrvrsioN,'AND THAT IT COMPLIES
WITH ALL THE REQUIREMENTS OF CHAPTER 177 'OF THE LA W$ OF
FLOI. THIS PLAT FILED FM RECORD- THrS DAY Of
ZMAAFC0At*b %ON PA,6E* ,AZZZ,w�_ OF
PLAT ROOK IN: THE OFFICE OF THE a.W OF 1W -
COURT PF - TIN nil -4,1', ':RIVER
COLN'TY, FLORrbA.
BY.
DE"PU CLrK
Of COURT
CU� I1\10tN RIVER COUNTY, FLORIDA '.0 i'via
Alk
PREPARED BY:
JAMES A. FOWLER, P.S.M.
825 13TH LANE
V -E 90 &EA04, fjoOMA 32960
b E P40AAfb; AT
A
4e.
REVISED JULY 5 2004
"ZISEAL
S9-c-
PLAT LIMIT
e- 2- z
N. 90 0 00' 00" E.
10.00"
50.67'
N.900 00' 00" E.
50.67'
10
2
%0
-4
op;
3
PORTION OF TRACT P
SEBASTIAN HIGHLANDS,1
0
0
UNIT 17
C*Q
(PLAT BOOK 8, PAGE 46)
b
0
L2
0 10.0
8
vi
PLAT LIMIT
N. .900 00'00"
mmffi i
a� 4
N
0
22.00'
(PLAT BOOK114, PAGE 76)
410.00'
15't)RAINAGE
EASEMENT.
22.00'
,,
N. 90000'00" E.
C5
50.67'
0.00'
22.00'
L10
r�
car
N. 90c'00'00"
L12
50.67'
L14
b
2
zo 2
BLOCK C
16
%0
N. 90"
00' 00" E.
77,18'
No
22.50'
b m L14 L14 b 3 ;c7;
c*j
cn L12
r-_ COMMON AkEA/TRACT A N. 900 00' 00" E.
16 16
"-f
Li® LIQ
22.00' 22.00'
-A
0
00 -4 N
-j -� co 90
22,00' N. 90 00' 00" E. 69.34' v 22.00' N.
L10 L10
I Lci a
xi
LIO r N. 900 OC
colf- 22.00' :pQ n
N. 90') 00' 00" E.
50.67
Ed
[a
I
ZALL)
S. 900 00, 001, W.
I
b q
0
5TORMWATER MANAGEMENT uj
TRACT 0
0
o
W. 90000'00" E. 100.00'
I.N.90000'00"E.. N. 90000'00" E.
-
b 27.5' 247.51
m
-.910 00a
15,00' 50,67"
0i
co 22.00'
Yl E. j
22.00'
LIO
16
N. 90000'00u E.
50.67'
L12
2
bm
.
V-4
L14
BLOCK F
22.50'
N. 900 00' 00"
E.
c\l
77.18'
22.50
N
ui
3
L14
w
m
L12
Z
0,
N. 90" 00' 00" E.
.50.67'
m
4
%0
LIQ
cm
22M
50.67'
11"!
eh
N. 90 00' 00" E.
00
22.00'
L10
L
0
V-4 7.17 R) En 7.17' N. 900 00' 00" E. 116.66
29.33' cn 29.33' 29.00' 29.00'
La cyi 29.3 3'
Lo
:>
C\j
22.50'
1 b
L14 \0
0
m 8 �o
g 2 bo 3 4 b 0 3 4
o Lo C5 2
0 Lo
N, 900 00' 00" E. vi o 8 8
50.61' ui U) viva
BLOCK vi
[N. 90 E. 6
A
15.00'
L14 L17 16.33' 7.34' 7.341 15.30 L17 L17 16.33' .7.34' 7.34'1 16.30
2 7.17' ?o .00
22.50' L2 CRI 9.9 9.0jS L-20 7.17' 7.17' L20 -*cZj4j, 9.0, 9 L20
b L22 L22 i
co q co b b 00 008 L22 L22
0 -40 8 co co
b 0
J C\i -j
50.67 m lr� Ln fn -1 cm C\i C\i mb cn
N. 900 00' 00" E. co c\j cm cm cm Lo
C\i
22.00' N. 90000'00" E- 20.17' N 20,17' L6
e F - - -t I * - - -7 `!�
Llo 53.00' L L, 12 66' 12.66' Lff 15.00' L19
E. 1.16.66'
29.00'
C k/ IN
I L24
COMMON AREA/TRACT A 15,
410,00' 10'UTILI.TY EASEMENT
N. 90" 00' 00" E. - 812.57' (OVERALL)
liplu
Fro
U
L24 2.67
"t I 010\
cli
m
0
20' 40'
60' 80' loo,
LINE CHART
LINE
BEARING
DISTANCE
Ll
5. 00000, 001,
W.
AS SHOWN
L2
N. 90000'00"
E.
AS SHOWN
L3
N. 00000' 00"
E.
AS SHOWN
L4
N. 00"00'00"
E.
AS SHOWN
L5
S. 90 0 00, 001,
W.
AS SHOWN
L6
N. 90000'00"
E.
AS SHOWN
L7
S. 00000, 001,
W.
AS SHOWN
L8
S. 00cl00, 001,
W.
AS SHOWN
L9
S. 00,100, 001,
W.
AS SHOWN
LIO
N. 90000'00"
E.
AS SHOWN
Lll
S. 00,100, 001,
W.
23.67
L12
N. 90r'00'00"
E.
4.00'
L13
S. 001) 00, 001,
W.
AS SHOWN
L14
N. 90000'00"
E.
AS SHOWN
L15
S. 001, 00, 00"
W.
25.32'
L16
S. 00000' 001,
W.
32.66'
L17
N. 90000'00"
E.
AS SHOWN
L18
S. 00000,001, W.
AS SHOWN
L19
N. 90000'00"
E.
AS SHOWN
L20
N. 90"00'00u
E.
23.67'
L21
S. 00000' 00"
W.
4.00'
U2
N. 90" 00' 00"
E.
AS SHOWN
L23
S. 00,000' 00"
W.
AS SHOWN
L24
N. 90t'00'00"
E.
25.32'
L25
N. 90000'00"
E.
3 2.6 6'
LEGEND
0 =
PERMANENT CONTROL POINT
P.P.M. =
PERMANENT REFERENCE MONUMENT
CIL =
CENTERLINE
P.O.W. =
RIGHT-OF-WAY
PREPARED BY:
JAMES A. FOWLER, P.S.M.
82513 TH LANE
® REACH, FLORIDA 32960
AM 15, 2
REV"lc 0 A-JLY 5,2004
Im
Wim
fat
sw1w
SCHUMANN COMMERCIAL PROPERTIES SUBDIVISION
(PLAT BOOK 14, PAGE 76)
LOT 3
S. 900001 mts W. - 600.00' (OVERALL)
1
106.00
15'DRAINAGE
EASEMENT
10
22.10'
N. 90.00' E.
ON
_00"
50.67'
0
c\j
22.00'
LIO
N. 90000'00" E.
50.67'
L12n
b
2
---- -------
L14
BLOCK G
.50'
N 90`00'00" E.
77.18'
22.50'
3
I COMMON AREA/TRACT A L12 m
N. 900 00' 0011 E.
81 50.67'
0
ui
LIQ 4
22.00'
0 50.67'
N. 900 00',
22,00'
LIO
10 r"N
I -
N. 90 000'00" E. 116.66'
E,
BL KH
8•
0
Q 6 1 00 2 3
in
0
ui
0
U17 L171 16.,
7.17' 7.17'
ao b b
00
c\j -.3
0. 17'' N. goo 00' 00" E. 20.17'
L19 39.9' /1 L19
o2.67' m1
cv
F�
I
I
MEW
I
0
0
0
9 4
cri
3 3' 17.34' 7.34' 16.3 -
L20 v-'4 9.0' L20
L22 L22
0 0
C\i C\i
H,;�.O.W. LINE
AT LIMIT
%V 1.1i
12.66', 12.66'
L24
c\1
COMMON AREA/TRACT A
7 F--29.33'
Z:
%0
8
0
2
3
C)
8
0
i
C5
Ln
860
o
LO
vi
ui
u
.
8
ui
0
0
L17
L17
16.33'
7.34'
v
7.34'
L16.3 3'
7.17
7.17
L20 N--41
9.0'
9.01
IN" L20
8-000
coV.-t
L22
L22
c\l c"i
c\l
-j
c®i
01-1
C\i
-j
M
c'i
0
Ln
0
LO
m
c\j
c\l
ii
N
N
C\i
20.17'
20.17'
C\l
L19 5. 0 0'
L19
12.66'
12.66'
L24
COMMON AREA/TRACT A
b%
bt
10'UTILITY EASEMENT
402.57
N.90"00'00"E. - 812.57'
(OVERALL)
80, R.O.W.
CIL SVVTKEA�� )TRtr.
N.90WOVE. (SEARING BASE)
'0 f.-
4 C5
L17 L17
7.lr 7.17'
000b
800 008
V-4
C\l
20.17`
20..
L19 15.00'/ L19
29.33' 29.33'
BLOCK J
cri
LO
16.33' 16.33'
I
199
Pei
40.00'
WEST ROX LINE
& PLAT LIMIT
LIN
z
Lu
LLJ
00
(0
AC
Lu
1-4
c;
NO
-j
b
vi
IL17/
L5
7 lr
20
00'
M
C\i
b
LO 0
0
00
C\i
cv
20.1
40.00'
L19
RADIUS = 25-00'
0
ARC = 39.27'
CENTRAL ANGLE = 90" 00'
CHORD LENGTH = 35.36'
CHORD BEARING = N. 45-00100- E.
m
SCALE: 1" = 20'
40' 60'
LINE CHAP.
LINE
BEARING
DISTANCE
Ll
S. 001, 00, 001,
W.
AS SHOWN
L2
N. 90000'00"
E.
AS SHOWN
L3
N. 00009 00"
E.
AS SHOWN
L4
N. 00" 00' 00"
E.
AS SHOWN
L5
S. 901,00, 00"W.
AS SHOWN
L6
N. 90" 00' 00"
E.
AS SHOWN
L7
S. 000 00, 0001
W.
AS SHOWN
L8
S. 000 00, 00"W.
AS SHOWN
L9
S. 00 cl 00, 00"W.
AS SHOWN
LIO
N. 900 00' 00"
E.
AS SHOWN
Lll
S. 00 0 00, 00"
W.
23.67,
L12
N. 900 00'00"
E.
4.00'
L13
S. 00 00, 00"W.
AS SHOWN
L14
N. 90 Oa 00"
E.
AS SHOWN
L15
S. 00000, 001,
W.
25.32'
L16
S. 000 00, 00"W.
32.66'
L17
N. 90"00'00"
E.
AS SHOWN
L18
S. 000 00,001, W.
AS SHOWN
L19
N. 90000'00"
E.
AS SHOWN
L20
N. 90000'00"
E.
23.67'
L21
S. 00000, 00"
W.
4.00'
L22'
N. 90000'00"
E.
AS SHOWN
L23
S. 00000' 00"W.
AS SHOWN
L24
N. 90"00'00"
E.
25.32'
L25
N. 900 00' 00"
E.
32.66'
LEkE-N 1�
0
= PERMANENT CONTROL POINT
P.R.M.
= PERMANENT REFERENCE MONUMENT
CIL
= CENTERLINE
P.O.W.
= RIGHT-OF-WAY
FD. NAIL AND DISK -
STAMPED
INDISCERNABLE
PREPARED BY;
JAMES A. FOWLER, P.S.M.
82513 T" LANE
VERO 8EACH, FLORIDA 32960
C�ATtpWAAM JUNE.15,2004
REVISED JULY 5,2W4