HomeMy WebLinkAbout1997 - Preliminary PlatDESCIZEMON
A REPLAT OF A PORTION OF THE PLAT OF SEBASTIAN HIGHLANDS,
UNIT 169 AS RECORDED IN PLAT BOOK 8, PAGES 459 45-A THROUGH 4549
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, BEING
BOUNDED AS FOLLOWS:
ON THE NORTH AND EAST BY THE BOUNDARY LINE OF SAID PLAT OF
SEBASTIAN HIGHLANDS, UNIT 16; ON THE WEST BY A PORTION OF THE
WEST BOUNDARY LINE OF SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT
16 AND THE EASTERLY RIGHT-OF-WAY LINE OF HARBOR WATERWAY,
SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16 AND ON THE
SOUTH BY THE NORTH RIGHT-OF-WAY LINE OF ENGLAR AVENUE
SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16.
LESS AND EXCEPT:
LOTS 1 THROUGH 79 BLOCK 531 AND LOTS 1 THROUGH 39 BLOCK 5329
SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16.
SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF SEBASTIAN,
INDIAN RIVER COUNTY, FLORIDA.
pMAC '
:a v AV
LVA
m
NG
�+U
E
DOLPHIN
TARPON
JAMACIA
to r`
N_ rn
c 0
CITY OF
PRELIMINARY PLAT OF
I A
LA
t\.':'_SEBASTIAN, FLORIDA
PORTIONS OF SECTION 13 -,TOWNSHIP 31 SOUTH -,RANGE 38 EAST AND
SECTION 18.,TOWNSHIP 31 SOUTH,RANGE 39 EAST., INDIAN RIVER
COUNTY,FLORIDA.
CURVE DATA TABLE
Cl;rvC j-
RnptUS--I
LE:Nf,TN
L TANGCNT
--
L-f,tORD I
BE 4RING-I
D[EtA I
D4 12
0944 46
__---
Ao riG -
s?.zr
]47,77
3;3�
4.50000E
90'00-;1_-
91.58'
N23'l3'O5�{
�7't9
39.27
]5 na
.15 r.6
545`10 qo'N
9Dro0'DO
------ ---�5
nc'-------3,
27'-----;i7'
6 _------t597.0000
74.94
c-: •--
Xn nn' ,--1_70
�.:
.,-_-__--_,
.v
}b 7
?500'
5 i
3. .6'
< rn'o0"N
�c CO'OC- '
-- nD'.---_li,4750
.,.nn
G-_.-_
- X20 ;
_
f: F;F;}._-____'-Co
+
t;a0 '•925 a:
R6'ni 05`..�
a 6',
(:n',7-
F.5.4''a'-._--S?
-t�'---
- n 4'
!:57'07'1] 'r:
]S'SA SF
Y y
PLAT LOCATION
.
- : -
,0
_ CO
y 1 00
20'
__-7'. �5_"
65 �5'
NOa :3P'23 -f
171"27'
7R
]An Olt'
AA. 25
•..'..d'�'
Y,3 !te'
�O A'1B 13`'A'
17.14 27� 1
- c9
7An 0088
123.70'
'5,-5•,'•
122.28'
_3 D0"
,:•'79
t•'f0
]7Ct p0
f5F5.70
191.07'
1742,
---"Rt1
_
? N0.00
1N.2A*--
-- i.t :.,-------
P 7 j----Sni'05
j E
05'<'-'6'
.._--- ,.---
1010 00 -
er 1n -._._
_. __ :,-��----f_,
:�'----
+:O r'.t ri6"r:
0h.32•a�- l
C13
200.00'
69.51
1, 7n-_--_-_6517,'
6919'
t:O2'ot'4,-, W
,�i•ht DF
--= -
50..00:
---r
on,
75 i6'"-.-iu±'SS'}t
[
0�•0 Sa t
500'
_44`2;' -
:(.
•,r ,,..
^.dS'c a-3o''A
gyeS
7776
2500'
7'
7- _-__-}S
iF
---
t:44"g 5'31"E
-
40*00"31" 1
P 77
2,.00'
Pt 7-
=t,, �7, - _
� �r
-9,f _ --
t t`;
---
r:4S 04*' _W
8
._ u,A
5 �j0.
36'----
S4rti•; <6'N
407DP 00-
----
Rt9
-=-r---�=--•------;
]S OD
3 • ]/
-------------�--
.S n4-
}T
Sag•pe'ti f
00'00'00- f
--_--
-_-35
000000 I
� ___--
l t,: ' ___-
__._ _•. i)(: --
N<5'la +, 4 N
90'00 -Do-'
7,
.740
13•:3'p5- S
18.0703
o6'1337
X75
Se(3 00�-
'ot-32'----j9
ii' - -
X25------laO
Ong--'-ii)BSi8'}ja3-
A
tP•i1 SaTT
}y�v,-_-.__.._-----t:OI:
7 SYE
J_9.27'a tT1
_3.�P ___.--
IGD 00.__-.
1 7F
7A 11•-.__-_.-_-749.61
-__-NtG'aJ
16'E
33.26 }3T --I
/" A �e�9 U �'KIRBY Y (OE
�CT o LIE
vy Y
ORATT
'.a I
LOCATION MAP(NO TRUE SCALE)
NOTICE:
1. NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN
EASEMENTS WITHOUT CITY APPROVAL.
2. O - DENOTES PERMANENT REFERENCE MONUMENTS SET -
3. o - DENOTES PERMANENT CONTROL POINT SET.
4. COVENANTS, RESTRICTIONS OR RESERVATIONS AFFECTING THE
OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PIAT
ARE FILED IN OFFICIAL RECORD BOOK AT PAGE(S)
5, it nr.JEu. MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
CERTIFICATE OF TITLE
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
WE, , A TITLE INSURANCE
COMPANY DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY
CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON
DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY
IS VESTED IN H. D. ADAMS ENTERPRISES, INC. WITH NO MORTGAGES
RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS
REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AMENDED.
ALSO, THERE ARE NO LIENS OR ENCUMBRANCES.
368'3, 00 'a• 42'5? 00- 1
44- 25.00 19 a
7 GAS 9
1117 5?175p YE -ppp'<a
.9 St _ _- 4 }9 N22-58 32 'N 40-13 54
a .6a' _ 2 )i 40.43 N20'S9 St'E 47'77 5�
t•
A6
l _ �.OiU 4j (i.(, 9' a4 27' N71'OA'00"E 57'3S�6 l
-744 .,p �pll �9. 14 26.76 4719 N54•25'56 -w 56'18-4t- j
1'O D8 34_27 5r, 53 So8'n8'57-w 68.51'01,- t
R46 18.F� 1 9 76� 1� 18" S1,'14'52 -w 4) 39'1<- I
R47 -- - a2 % -_ - - --732 r3 66 8, 1 .9A- N09'06"36 -w IAb4'44- 1
u48 _ 6.56" 3.28 6 56. N17 -49'31W 00'}8 5<
�f49 D 151 91 76.39 151 48' N09'59'52 -W' 15'0023 j
7+50 80. 0" i4 56 ,Z 2@ %%4.56' N01'1G 5}} w 02'11(�505-
R51 240.00 63.63 32 09' ✓'i3 44' N07'3135"(, - 15'11'2}-
R52 240.00" 62.j1' 31. j.5' 62 5S N��36'23_E 14'58'11"
R53 195.00" 67. 7" 31 T 66 93' S D 123) N' 19'1552
R54 195.00 35 38' 17 74. 35.33' NOS'07'`,S-E 10'2342-
R55 25.00' 39.27' 25.00' 35 3.5' N45'04'06 -w 90'0000-
R56 360.00 104 01' qr2 37" 10365 SO,
'39'17-W 16'3315'
R57 25.00 ¢40 71' 7G 48' 06.36' Nf 6'4340-E 93'17'58-
R58 so
62 04
R59 500Q0 5�6t19' 3)89' 54 96' NSA953'15"W 66'4040- I
R60 5000 52.37' 8.A' 49 96' N26'34'21'w 59'5706- 1
R61 25.00' 49,45 100' 41.77' N53'15'34"w I13'19'30' 1
R62 540.00' 66 9 .33 53' 66.94' N71'37'54 -E 07'06'26-
R63 54000' 110 7A' 60.64' +20 52' 'BS'35'3a'w 12"48.53- 1
R64 25 On' 397% 71.00 35.36- S45'00'00 -w 90'00'00"
R65 1S G0 18911' .)81, t�t.26' N21'25'OO'W 42'50'00-
866 50 00' 57 b4' 7p9 6G' I? 7?' N13'00'56'w 59'38'09"
50.00' 5J_ 2991' 5133_ _ _ Sa7'at't3"N' 61'46'09-
R67 I
R68 5000' 4351' 23 a 4^t S76'30'01 *E 49'51'24-
R69
9'51'2+ R69 50.00' ,}t 55' tr jT S' 03' - - N33'19 3jw - - 36'09'33- i
R70 50.00' DA3 27.85 4A 67' Nt342'JY{ 58'14'46-
R71 25.00' 18 F9' 9.91' tFF�� 26' N11'25'0QQ E 42'50.00 1
872 25.00' 39 2T 75.00 3S 36' N45'00'Ot5'w 90'00'00" I
R73 25 00' 18 35' 9.F1 17 94' N68'58'05'E 42'03'50- I
R74 50.00 - 49.31' 26 87' 47 �}a' N76'11'19 -E 56'30'18- 1
R75 50 00' 53 55' 29 66' 51 t7-•.' S44'52'42 -E 61'21'40- I
R7650.Oo' 49 98' 27.51' 47.93'- - 314'26'29-w 5716'42-
R77 50.00' 41..31' 21 92' 40.14' F 44'56:w _ _ 4710.12" i
R78 50.00' 37. 8' 1919' 36-79'___ ___ _- �759'44w 4010'29"
R79 25.00' 19 02' 10 1)Q 18-571--- S68'1215 E 43'35'31" 1
ROO 25 00' 3•? '7' 25 �n' 35 36' S45'00'00'w 90100'00 I
RBI 25.00' 3Q (;T 25 O' 35 36' N4 nQ'�'w ;+ '00'OO-
RB2 180 00' 151 D--- 83,3,' ----- 51.2.3 - - - -- -565'09 J6'E 49'x0 49
R P,J 10000' 9e 0 A7' 90 59' S63'03'58 " 5352'04-
R84 25.00' }9 7')' - - - - �p-oD' - 35 36' N45'oD'DofC goroG'Do'
885 25.00' iI8.F9' 9.81' ,8 26' S21'25 WE 42'50'00 1
886 5000, 17 Sti'-�-- 19 ('t' 6 51 '` 1'70-'( 42'10'00-
3:2
'A7 5000' 27 I
39'06'55- I
=AA1�0�0Q ' 0 45' 1 .r5' Sj Sq _ _ +.50'34'25E 42'5457- 1
189 60.00 64 ;3r 2 t 62- 7 711 N72'41'09`w' 50'3359"
=9p
5000 a. .17'----- ... _.----40 0 Ne -l'; -`-`'+oS w 47'24 10
50.00' }7_}A --- 70_61`- t' t'5b0"w AY50'00- l
. 5. 0' 116.5? _ 9,91'____-_ 791,' 311'25'00 w 42'5000
75.$ Q S•t;; i �S n.%"1--- 15.3(' S�i4'00'0QQ 90'00'00 1
::54 46o.08' 1511 9s' . .----- 91 79 159.14' Ntib'02� 10.55'19- I
a11`• `.OD' 31.77 - -- - 5.00 SS N25' t 4t' 900000 i
ti, 20.00 5a.7�-_711 Sym---6f'g1' Ntt�1'3G� t6VT25"
230.00' 15 S 76, 15.24' NOt'53'57'N' 0}•4T5a"
94 25.00' iB �•' 9 BF IA 2 N21'25'0O"W' 42'50'00 I
OO' 71 - _ - - 4,t 79' 65, t� 501•}7'19 82'25'22"_ i
)n 4,{ 42 jj� Nl4�47 fiyfE
R101
`-�.}7�,; Yd'3JD I' Pcf-E)i'27� I
�F1p2 5v OG' - 17 5a__...- 1•, 71 t6 4-,7' N5B'1�'Zt"w a}•p,"l B" I
-- T --- - - ---=
I-___ R101 SO DO 5fi 50 S, 70' 55 SdSd NIA'}6 2 ' N' 64.44 y2
11104n 50 oti' ,. 7, 70' 530',"5.,'n 75'CIA '11-�
R 10`7� n0 1A G9 ', A1' 1fl 7fi'- *:71'75 DOE
airb 50 b' - --50Y:•-- - ., X6' - - -SA 87 7:095739 'A 19'55•.a i
r P107 15 CO'_.--_ 7,4 771'_-3__-_-� i ^ _
6� Sa 61. S6 3'44'01 E 87'37;5-
FPn -- a]F p.-;'---- 721 ai'----- ---�� -,_--- 22 C' N807578"C 15.56-23-
---- '-- - i'. .-_ -_ . - .- ------'---T-
8709 ? `., rni 1? : T :', v4- 3_5 35 Na4'SS"54-E 900000- i
- - -- _ --
iO tO OI ir+ Fl _ r A4' 1(•O 5� N:2"J2bJ-A aa'SSSa
_- _-,__
k„1 -NO Dl' 't t 1 - tr Pa 97 D^' NJ572 J2 -N 18'34
n 2 7Fln Dn' r, a l' 91 6 .' 516'11'09_[ 18'5040-
_
F4113 - _ 11 n n'7 - 1 _ r� .__. 3J RS' Nn!'17 �}5-w D6'S5 40- I
i S --- - _ 78'- 35 5•r,' Na5.19i8-w 907^ 57' 1
- -- -
- r. A:' +A 16 N67'56'03 -E 42'50 n0- '
R1tr Sn Ol` .4 - 4 t 99� rG 4-w' S87'St'CS'w �{2'<O-CS-
-- - - - -1_"'_- --- _ 6
Rit ll ltl 1! 55 7A :, 7'IS i4 E 7-17 , �- I
-- --
R11P - of nt -. `�C U 51 li 53 19 Na6.7a 4818 E 64'1:A 7
ui 19 50 00 - 45 0 s r 71 -6' S69'1
573'313 52 E 51.39
Rijn -- rn 1R r9 -- - 1,i t' 191E S69'13'57"f 42'50 CD I
- w 12 -- j5 nri ---- S9 ')9� - -- 74 7]' - 15 15' N44•10'32E 89,1101- 1
-----------------
ut 2?
;",on 19 10 : S 0 fir- _--- 35 3BT_ 515'07 ojE 90'04.00;_-
- - ._. .._ ... ----------- -- -•--- ----- -, ; ;,tr 1? n 17,_07 08-w 25503
---7317; •,rine ;: Go
-- RF7q---- -5n n0•---------731-1 ?-------1 .79,' 7387'S16'33"09"E a5•, .,tom
'..__Ni7.•-_.__.-___.5
O ti0`-`-_-. f Dim_____. _Ss �� 57 30' S66'01'10w 69.5457-
u170 a} 16' 75327'11'1 51.38 CJ-
'_- _u127 ----- 27_00 -----tS -----i _0 2S 82" r�SB'S8'39"w 62'1055" 1
79.74 --- _2a 9?�- SS 33' S44 -57'57"w 89'5554" 1
u, ]9 200 n0 157 DA'--- B? 134 153 07 S22'30'00-[ 45'0000
~--R,-io`-- ?o n5�----70-1�-- 7s i4• 7n 16' 338790 OB E 1553 43-
•_-_--8157 290.OD' ----7607----- 3R 27' 75.88' 23'35'16'{ 15'0:02" 1
RI I_ foo oo' -Ai D----oir' PD 73' 08.04'10"{ /610509 j
P1 S 25 0C' 39.27' 75.00' 35.36' 545'04'06'E 90'00Do-
2, 00'
0-2500' 797'T-- 7900 JS SG' N44.5.'•'54'E 9010000
.77713 77800 110 lo' 7<tn is}p9' 515'00'41-8 !1p'p9"ya"
-- rel Sb ,50 OCT- -------84 72 ---- 4, 11' N} 25 N15'00'41'E 30V9 3<
-- WiJ; ---- SCib 00 7R ?.,�---- 5+ 5? 0@ 53 506'1 7'36-E 12'2779
RI.}}A no on' 49 0`; 74 54' '49.03' 115'20'22-W' 05'3713` 1
4119 . 51x7 00' 75 94' 38 OS 75 87' e� 5.47'53-w 08'4210- 1
7 4+70 50007 -- P! 82------ 47_00 81 73 5-.4.45'31-E 09'22'15- 1
N'[!',' _W
<i- 1' 67'J -E 01'32_4/53-
-
e .1 '
k14 47000`-- - 67 S 157 67 t0' N70.1b 59"w
} 0911'29' 1
..4144 i 0 00 ..- 7 1 1'--- 56 u76yl n 1 G?' 18218'25'w 15.11'23-
1 814'., 750 00' 150 76' 75 5}, 150 51' 587 23'42'w 11-21'55-
46 05
R1 760.00' 46 OG' 4N74'SJS'E
. I
03.28'20
I 8147 24000' 7573 38. 18' 75.42 SBO'53'24"W 18'04'44" I
R148 17500' 72 %X' 11 40 22.77' _ -_ -. . 503'33'00'(
OS'48"06
F w 9.32- 63-44-57- I
-R 31' �0bVt600`1 I
19.48'00- i
I R1 i1 - - _-4 n O 7 - -0 7---- S -'----- 10 57' WWII 37'1 01,20'<'- r
8157 AN()
vD Kt^ -1 F • 'pa 5i SP,'S9'07-E 1}'1G 12x1
u151 ego 0(i -- • 17 49' N66'33'57'w 17.36 09
8154 < N.--_ _-.N ____ .4. -.ice--_- A 29 N46'43'05 -W 01'03,79-
i Rt 55 90,03 - 7i 21 f158y ___--,it 07 N54•14'14 -C 09151 -37 -
RI -56 99S 273 ddT 1,}7 65 272 7t' N66'A9'34l IS'4512-
1 155(1 )A(, 11. 1054 21,03 1Bt'a 44 t�1N51-
I 1159 L4�A0' -� aA 609 ;• oBS5; 5(}91'��4�'w 793-1'20- 1
I Rt60 460.00' 46 47' 73 25 ij' ivAB �i'17'E 0 '`J 16-
R 161
-
R161 46000' 91 c"i 4611 91 80' $81-8'Q0y' A'27"17"
8162 310. D0' 73 83' - 37 7] 56 1"', II , 13'13 D6
f R163 ,,}}Z04!� 10119' -- SLO 1(1677' S6T,)'S6' 18'0701-
1 8764 1203(% 35.71' 17,87 35 69' J7
i 8165
$2 .00' 97 09' 41169 ' 96 9 -- - I X41 {i �: 1j6'•47-�-
-8166 52 I71
.00' .1A ti ` -- B0-0- l 158 20. w_
ttt Rt67 330'04-3 9'.�A;' a.t 0�' - 7.B' l: •1 s f
i 41tt4.e •(60..00' to S%'-'� -i2 ;ti',. sv w.61•oe/a R1 0l sr v(• ,
PROJECT OWNER: ATLANTIC GULF COMMUNITIES PROJECT AGENT: H.D.ADAMS ENTERPRISES.INC.
2601 S. BAYSHORE DRIVE P.O.BOX 1047
MIAMI,FLORIDA 33133 SEBASTIAN.FLORIDA 32958
CENTCRL;NE DATA TABLE
I CURVE
I RADIUS
2,000
913
98 G6
9,7
49.457-
li,854
9A 5a'
N3., JS 01
N1 Tog [
D4 12
0944 46
__---
Ao riG -
-Q=
CK
-'o 1t
581000
__91 60'___.
-4 13 _
91.58'
N23'l3'O5�{
�7't9
Oe'OJ'22 )
t
'32
580.00'
71.38
5574
7% 4
NOJ C
OTOS 05
-
74.94
c-: •--
Xn nn' ,--1_70
7 .--
C o SJ
--_ - ,
A5 08-C
11.51 J2
hu
+t4-
-- nD'.---_li,4750
300.00'
:47.18'
102.30'
193.65'
00
3739.32- ,
a 6',
n 00
145.1S'
73.58'
til n
NXt'S5 12 N'
60'30 24�
Y y
PLAT LOCATION
.
- : -
,0
_ CO
y 1 00
4 3.�
7 2 Ste-
5.7
<i w --
a1.Og'-
ii 11
3a,TE
No 0
S2A'17 E
48'00 an
86'11' 10 1
-
7
- -
50
-- ___ "0 OO-
53 6?-1�
%1
-
5 OA'-
- .18
S71'SJ 09 N
6116 if, I
/" A �e�9 U �'KIRBY Y (OE
�CT o LIE
vy Y
ORATT
'.a I
LOCATION MAP(NO TRUE SCALE)
NOTICE:
1. NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN
EASEMENTS WITHOUT CITY APPROVAL.
2. O - DENOTES PERMANENT REFERENCE MONUMENTS SET -
3. o - DENOTES PERMANENT CONTROL POINT SET.
4. COVENANTS, RESTRICTIONS OR RESERVATIONS AFFECTING THE
OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PIAT
ARE FILED IN OFFICIAL RECORD BOOK AT PAGE(S)
5, it nr.JEu. MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
CERTIFICATE OF TITLE
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
WE, , A TITLE INSURANCE
COMPANY DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY
CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON
DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY
IS VESTED IN H. D. ADAMS ENTERPRISES, INC. WITH NO MORTGAGES
RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS
REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AMENDED.
ALSO, THERE ARE NO LIENS OR ENCUMBRANCES.
368'3, 00 'a• 42'5? 00- 1
44- 25.00 19 a
7 GAS 9
1117 5?175p YE -ppp'<a
.9 St _ _- 4 }9 N22-58 32 'N 40-13 54
a .6a' _ 2 )i 40.43 N20'S9 St'E 47'77 5�
t•
A6
l _ �.OiU 4j (i.(, 9' a4 27' N71'OA'00"E 57'3S�6 l
-744 .,p �pll �9. 14 26.76 4719 N54•25'56 -w 56'18-4t- j
1'O D8 34_27 5r, 53 So8'n8'57-w 68.51'01,- t
R46 18.F� 1 9 76� 1� 18" S1,'14'52 -w 4) 39'1<- I
R47 -- - a2 % -_ - - --732 r3 66 8, 1 .9A- N09'06"36 -w IAb4'44- 1
u48 _ 6.56" 3.28 6 56. N17 -49'31W 00'}8 5<
�f49 D 151 91 76.39 151 48' N09'59'52 -W' 15'0023 j
7+50 80. 0" i4 56 ,Z 2@ %%4.56' N01'1G 5}} w 02'11(�505-
R51 240.00 63.63 32 09' ✓'i3 44' N07'3135"(, - 15'11'2}-
R52 240.00" 62.j1' 31. j.5' 62 5S N��36'23_E 14'58'11"
R53 195.00" 67. 7" 31 T 66 93' S D 123) N' 19'1552
R54 195.00 35 38' 17 74. 35.33' NOS'07'`,S-E 10'2342-
R55 25.00' 39.27' 25.00' 35 3.5' N45'04'06 -w 90'0000-
R56 360.00 104 01' qr2 37" 10365 SO,
'39'17-W 16'3315'
R57 25.00 ¢40 71' 7G 48' 06.36' Nf 6'4340-E 93'17'58-
R58 so
62 04
R59 500Q0 5�6t19' 3)89' 54 96' NSA953'15"W 66'4040- I
R60 5000 52.37' 8.A' 49 96' N26'34'21'w 59'5706- 1
R61 25.00' 49,45 100' 41.77' N53'15'34"w I13'19'30' 1
R62 540.00' 66 9 .33 53' 66.94' N71'37'54 -E 07'06'26-
R63 54000' 110 7A' 60.64' +20 52' 'BS'35'3a'w 12"48.53- 1
R64 25 On' 397% 71.00 35.36- S45'00'00 -w 90'00'00"
R65 1S G0 18911' .)81, t�t.26' N21'25'OO'W 42'50'00-
866 50 00' 57 b4' 7p9 6G' I? 7?' N13'00'56'w 59'38'09"
50.00' 5J_ 2991' 5133_ _ _ Sa7'at't3"N' 61'46'09-
R67 I
R68 5000' 4351' 23 a 4^t S76'30'01 *E 49'51'24-
R69
9'51'2+ R69 50.00' ,}t 55' tr jT S' 03' - - N33'19 3jw - - 36'09'33- i
R70 50.00' DA3 27.85 4A 67' Nt342'JY{ 58'14'46-
R71 25.00' 18 F9' 9.91' tFF�� 26' N11'25'0QQ E 42'50.00 1
872 25.00' 39 2T 75.00 3S 36' N45'00'Ot5'w 90'00'00" I
R73 25 00' 18 35' 9.F1 17 94' N68'58'05'E 42'03'50- I
R74 50.00 - 49.31' 26 87' 47 �}a' N76'11'19 -E 56'30'18- 1
R75 50 00' 53 55' 29 66' 51 t7-•.' S44'52'42 -E 61'21'40- I
R7650.Oo' 49 98' 27.51' 47.93'- - 314'26'29-w 5716'42-
R77 50.00' 41..31' 21 92' 40.14' F 44'56:w _ _ 4710.12" i
R78 50.00' 37. 8' 1919' 36-79'___ ___ _- �759'44w 4010'29"
R79 25.00' 19 02' 10 1)Q 18-571--- S68'1215 E 43'35'31" 1
ROO 25 00' 3•? '7' 25 �n' 35 36' S45'00'00'w 90100'00 I
RBI 25.00' 3Q (;T 25 O' 35 36' N4 nQ'�'w ;+ '00'OO-
RB2 180 00' 151 D--- 83,3,' ----- 51.2.3 - - - -- -565'09 J6'E 49'x0 49
R P,J 10000' 9e 0 A7' 90 59' S63'03'58 " 5352'04-
R84 25.00' }9 7')' - - - - �p-oD' - 35 36' N45'oD'DofC goroG'Do'
885 25.00' iI8.F9' 9.81' ,8 26' S21'25 WE 42'50'00 1
886 5000, 17 Sti'-�-- 19 ('t' 6 51 '` 1'70-'( 42'10'00-
3:2
'A7 5000' 27 I
39'06'55- I
=AA1�0�0Q ' 0 45' 1 .r5' Sj Sq _ _ +.50'34'25E 42'5457- 1
189 60.00 64 ;3r 2 t 62- 7 711 N72'41'09`w' 50'3359"
=9p
5000 a. .17'----- ... _.----40 0 Ne -l'; -`-`'+oS w 47'24 10
50.00' }7_}A --- 70_61`- t' t'5b0"w AY50'00- l
. 5. 0' 116.5? _ 9,91'____-_ 791,' 311'25'00 w 42'5000
75.$ Q S•t;; i �S n.%"1--- 15.3(' S�i4'00'0QQ 90'00'00 1
::54 46o.08' 1511 9s' . .----- 91 79 159.14' Ntib'02� 10.55'19- I
a11`• `.OD' 31.77 - -- - 5.00 SS N25' t 4t' 900000 i
ti, 20.00 5a.7�-_711 Sym---6f'g1' Ntt�1'3G� t6VT25"
230.00' 15 S 76, 15.24' NOt'53'57'N' 0}•4T5a"
94 25.00' iB �•' 9 BF IA 2 N21'25'0O"W' 42'50'00 I
OO' 71 - _ - - 4,t 79' 65, t� 501•}7'19 82'25'22"_ i
)n 4,{ 42 jj� Nl4�47 fiyfE
R101
`-�.}7�,; Yd'3JD I' Pcf-E)i'27� I
�F1p2 5v OG' - 17 5a__...- 1•, 71 t6 4-,7' N5B'1�'Zt"w a}•p,"l B" I
-- T --- - - ---=
I-___ R101 SO DO 5fi 50 S, 70' 55 SdSd NIA'}6 2 ' N' 64.44 y2
11104n 50 oti' ,. 7, 70' 530',"5.,'n 75'CIA '11-�
R 10`7� n0 1A G9 ', A1' 1fl 7fi'- *:71'75 DOE
airb 50 b' - --50Y:•-- - ., X6' - - -SA 87 7:095739 'A 19'55•.a i
r P107 15 CO'_.--_ 7,4 771'_-3__-_-� i ^ _
6� Sa 61. S6 3'44'01 E 87'37;5-
FPn -- a]F p.-;'---- 721 ai'----- ---�� -,_--- 22 C' N807578"C 15.56-23-
---- '-- - i'. .-_ -_ . - .- ------'---T-
8709 ? `., rni 1? : T :', v4- 3_5 35 Na4'SS"54-E 900000- i
- - -- _ --
iO tO OI ir+ Fl _ r A4' 1(•O 5� N:2"J2bJ-A aa'SSSa
_- _-,__
k„1 -NO Dl' 't t 1 - tr Pa 97 D^' NJ572 J2 -N 18'34
n 2 7Fln Dn' r, a l' 91 6 .' 516'11'09_[ 18'5040-
_
F4113 - _ 11 n n'7 - 1 _ r� .__. 3J RS' Nn!'17 �}5-w D6'S5 40- I
i S --- - _ 78'- 35 5•r,' Na5.19i8-w 907^ 57' 1
- -- -
- r. A:' +A 16 N67'56'03 -E 42'50 n0- '
R1tr Sn Ol` .4 - 4 t 99� rG 4-w' S87'St'CS'w �{2'<O-CS-
-- - - - -1_"'_- --- _ 6
Rit ll ltl 1! 55 7A :, 7'IS i4 E 7-17 , �- I
-- --
R11P - of nt -. `�C U 51 li 53 19 Na6.7a 4818 E 64'1:A 7
ui 19 50 00 - 45 0 s r 71 -6' S69'1
573'313 52 E 51.39
Rijn -- rn 1R r9 -- - 1,i t' 191E S69'13'57"f 42'50 CD I
- w 12 -- j5 nri ---- S9 ')9� - -- 74 7]' - 15 15' N44•10'32E 89,1101- 1
-----------------
ut 2?
;",on 19 10 : S 0 fir- _--- 35 3BT_ 515'07 ojE 90'04.00;_-
- - ._. .._ ... ----------- -- -•--- ----- -, ; ;,tr 1? n 17,_07 08-w 25503
---7317; •,rine ;: Go
-- RF7q---- -5n n0•---------731-1 ?-------1 .79,' 7387'S16'33"09"E a5•, .,tom
'..__Ni7.•-_.__.-___.5
O ti0`-`-_-. f Dim_____. _Ss �� 57 30' S66'01'10w 69.5457-
u170 a} 16' 75327'11'1 51.38 CJ-
'_- _u127 ----- 27_00 -----tS -----i _0 2S 82" r�SB'S8'39"w 62'1055" 1
79.74 --- _2a 9?�- SS 33' S44 -57'57"w 89'5554" 1
u, ]9 200 n0 157 DA'--- B? 134 153 07 S22'30'00-[ 45'0000
~--R,-io`-- ?o n5�----70-1�-- 7s i4• 7n 16' 338790 OB E 1553 43-
•_-_--8157 290.OD' ----7607----- 3R 27' 75.88' 23'35'16'{ 15'0:02" 1
RI I_ foo oo' -Ai D----oir' PD 73' 08.04'10"{ /610509 j
P1 S 25 0C' 39.27' 75.00' 35.36' 545'04'06'E 90'00Do-
2, 00'
0-2500' 797'T-- 7900 JS SG' N44.5.'•'54'E 9010000
.77713 77800 110 lo' 7<tn is}p9' 515'00'41-8 !1p'p9"ya"
-- rel Sb ,50 OCT- -------84 72 ---- 4, 11' N} 25 N15'00'41'E 30V9 3<
-- WiJ; ---- SCib 00 7R ?.,�---- 5+ 5? 0@ 53 506'1 7'36-E 12'2779
RI.}}A no on' 49 0`; 74 54' '49.03' 115'20'22-W' 05'3713` 1
4119 . 51x7 00' 75 94' 38 OS 75 87' e� 5.47'53-w 08'4210- 1
7 4+70 50007 -- P! 82------ 47_00 81 73 5-.4.45'31-E 09'22'15- 1
N'[!',' _W
<i- 1' 67'J -E 01'32_4/53-
-
e .1 '
k14 47000`-- - 67 S 157 67 t0' N70.1b 59"w
} 0911'29' 1
..4144 i 0 00 ..- 7 1 1'--- 56 u76yl n 1 G?' 18218'25'w 15.11'23-
1 814'., 750 00' 150 76' 75 5}, 150 51' 587 23'42'w 11-21'55-
46 05
R1 760.00' 46 OG' 4N74'SJS'E
. I
03.28'20
I 8147 24000' 7573 38. 18' 75.42 SBO'53'24"W 18'04'44" I
R148 17500' 72 %X' 11 40 22.77' _ -_ -. . 503'33'00'(
OS'48"06
F w 9.32- 63-44-57- I
-R 31' �0bVt600`1 I
19.48'00- i
I R1 i1 - - _-4 n O 7 - -0 7---- S -'----- 10 57' WWII 37'1 01,20'<'- r
8157 AN()
vD Kt^ -1 F • 'pa 5i SP,'S9'07-E 1}'1G 12x1
u151 ego 0(i -- • 17 49' N66'33'57'w 17.36 09
8154 < N.--_ _-.N ____ .4. -.ice--_- A 29 N46'43'05 -W 01'03,79-
i Rt 55 90,03 - 7i 21 f158y ___--,it 07 N54•14'14 -C 09151 -37 -
RI -56 99S 273 ddT 1,}7 65 272 7t' N66'A9'34l IS'4512-
1 155(1 )A(, 11. 1054 21,03 1Bt'a 44 t�1N51-
I 1159 L4�A0' -� aA 609 ;• oBS5; 5(}91'��4�'w 793-1'20- 1
I Rt60 460.00' 46 47' 73 25 ij' ivAB �i'17'E 0 '`J 16-
R 161
-
R161 46000' 91 c"i 4611 91 80' $81-8'Q0y' A'27"17"
8162 310. D0' 73 83' - 37 7] 56 1"', II , 13'13 D6
f R163 ,,}}Z04!� 10119' -- SLO 1(1677' S6T,)'S6' 18'0701-
1 8764 1203(% 35.71' 17,87 35 69' J7
i 8165
$2 .00' 97 09' 41169 ' 96 9 -- - I X41 {i �: 1j6'•47-�-
-8166 52 I71
.00' .1A ti ` -- B0-0- l 158 20. w_
ttt Rt67 330'04-3 9'.�A;' a.t 0�' - 7.B' l: •1 s f
i 41tt4.e •(60..00' to S%'-'� -i2 ;ti',. sv w.61•oe/a R1 0l sr v(• ,
PROJECT OWNER: ATLANTIC GULF COMMUNITIES PROJECT AGENT: H.D.ADAMS ENTERPRISES.INC.
2601 S. BAYSHORE DRIVE P.O.BOX 1047
MIAMI,FLORIDA 33133 SEBASTIAN.FLORIDA 32958
CENTCRL;NE DATA TABLE
I CURVE
I RADIUS
I LENGTH
I TANGENT I
CHORD
I BEARING I
DELTA
C1
I10.00,
165.14'
10267
150.07'
S46'59'25 -E
86101'09-
1 C2
250.00'
75.23'
37.90'
74.94
N0438 -23-E
17'14'27-
1 C3
250.00-
75.23'
37.90'
74.94
N04'38 -23-E
17-1427'
-
I Ca
:600.00'
68.10'
34.06'
68.08'
NO2'01'48-w
03 -54'06
Cs
300.00'
:47.18'
102.30'
193.65'
St8149-46-w
3739.32- ,
I C6
460.00
145.1S'
73.58'
144.55'
509'06'36-E
1 174-44"
I 4-7540.00'
THE PERPETUAL MAINTENANCE OBLIGATION OF THE
170.41'
85.92'
169.70-
N09'06 32-w
18'04 52-
1 CB
200 00'
105.28'
53.89
tpa.07'
N15'00'41 -E
33'0934-
-
C9
235.00'
123.70'
63.32
122.28'
N15106'4t-E
30'09'34
CIO
250.00'
196.05•
163.38
191.07'
N2272'03 -w
44'55'54-
Cli
240.00'
188.50-
99.41'
183.69
522'30'00-E
45'00'00-
[:2
400.00-
138 60
70-00-
137.91'
S80 -00.18-W
19-51'13-
C13
200.00'
69.51
35.12'
6919'
NC9'57'39_w
19'55'14-
1 C14
50..00:
173 85-
67 81'
172.98'
N80'02'21 -E
19'55,19-
C15
t4o.00
131.62-
71 IN
12683-
S6S03-58-E
53'3704
I C16
540.00-
355.59'
184.51'
34925
N18'4T39-E
3T43'46'
ADDITION TO DEDICATION
THE CONSERVATION EASEMENT SHOWN ON THIS
PLAT WILL BE DEDICATED TO ST. JOHNS WATER
MANAGEMENT ON THE FINAL PLAT.
CERTIFICATE OF APPROVAL OF CITY COUNCIL
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THIS IS TO CERTIFY THAT ON THE CITY COUNM CITY
OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE
FOREGOING PLAT.
MAYOR CITY ENGINEER
CITY CLERK CITY ATTORNEY
CERTIFICATE OF CLERK
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
I, HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT
AND FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS
OF CHAPTER 1779 FLORIDA STATUTES, AND WAS FILED FOR RECORD ON
AT VERO BEACH, FLORIDA. FILE NO.
CLERK FOR CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY,
FLORIDA.
BY:
PLAT BOOK
PAGE
CERTIFICATE OF DEDICATION
I.
1
STATE OF FLORIDA
3
INDIAN RIVER COUNTY
a
CITY OF SEBASTIAN
1
KNOW ALL MEN BY PRESENTS THAT THE UNDERSIGNED BEING
11
ADDITION TO DEDICATION
THE CONSERVATION EASEMENT SHOWN ON THIS
PLAT WILL BE DEDICATED TO ST. JOHNS WATER
MANAGEMENT ON THE FINAL PLAT.
CERTIFICATE OF APPROVAL OF CITY COUNCIL
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THIS IS TO CERTIFY THAT ON THE CITY COUNM CITY
OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE
FOREGOING PLAT.
MAYOR CITY ENGINEER
CITY CLERK CITY ATTORNEY
CERTIFICATE OF CLERK
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
I, HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT
AND FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS
OF CHAPTER 1779 FLORIDA STATUTES, AND WAS FILED FOR RECORD ON
AT VERO BEACH, FLORIDA. FILE NO.
CLERK FOR CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY,
FLORIDA.
BY:
PLAT BOOK
PAGE
CERTIFICATE OF DEDICATION
e
:
STATE OF FLORIDA
3
INDIAN RIVER COUNTY
a
CITY OF SEBASTIAN
1
KNOW ALL MEN BY PRESENTS THAT THE UNDERSIGNED BEING
11
THE OWNER IN FEE SIMPLE OF THESE LANDS DESCRIBED HEREON
DOES HEREBY DEDICATE THE UTILITY AND DRAINAGE EASEMENTS AS
SHOWN ON THE PLAT FOR THE USES AND PURPOSES THEREON
EXPRESSED FOR THE PERPETUAL USE OF. THE CITY OF SEBASTIAN,
FLORIDA, (THE AFORESAID PLAT BEING HARBOR POINT SUBDIVISIONS
1. UTILITY EASEMENTS:
UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY
TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES
BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN
COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS
3
a
MAY BE ADOPTED FROM TIME TO TIME BY THE CITY COUNCIL,
CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA.
4
APPROVED DRIVEWAYS MAY CROSS THESE EASEMENTS WHERE
THEY ABUT ROAD RIGHT-OF-WAYS.
2. DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT:
J.
DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT,
AS SHOWN ARE DEDICATED IN PERPETUITY FOR CONSTRUCTION
AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE
THE PERPETUAL MAINTENANCE OBLIGATION OF THE
INDIVIDUAL PROPERTY OWNERS.
DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES
IN WITNESS WHEREOF, THE UNDERSIGNED
HEREUNTO SET HIS HAND ON THIS DAY OF ,
1996.
JAMES A. FOWLER, P.S.M4
WITNESS:.
STATE OF FLORIDA
j
ACKNOWLEDGEMENT OF DEDICATION
=
STATE OF FLORIDA
Y
COUNTY OF INDIAN RIVER
a
CITY OF SEBASTIAN
a
THIS IS TO CERTIFY THAT ON BEFORE ME, AN
11
OFFICER DULY AUTHORIZED TO TAKE ACKNOWLEDGEMENTS IN THE
SAID STATE AND CITY, PERSONALLY APPEARED
TOME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED
THE FOREGOING DEDICATION AND ACKNOWLEDGED THE EXECUTION
THEREOF. a
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL ON THE ABOVE
DATE.
NOTARY PUBLIC
COMMISSION NO.
MY COMMISSION EXPIRES:
3
a
CERTIFICATE OF SURVEYOR
STATE OF FLORIDA
COUNTY OF INDIAN RIVER COUNTY
KNOW ALL MEN BY TIIESE PRESENTS, THAT THE UNDERSIGNED BEING
J.
A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY
CERTIFY THAT ON COMPLETED
THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING -PLAT;
THAT THE PLAT IS A TRUE AND CORRECT REPRESENTATION 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, FORIDA.
JAMES A. FOWLER, P.S.M4
REGISTRATION NO. 3435
STATE OF FLORIDA
j
PREPARED ON: ozwc ,6A486R 77,199&
JAMES A. FOWLER,
LAND SURVEYING COMPANY
929 -7TH AVENUE
VERO BEACH, FLORIDA 32960
(561) 562-4744
SHEET I OF 3
SHEET 2 OF 3
PAGE No.
NOT APART OF
COLLIE -R GREEK 141ATERWAY L
SUBDIVISION SOCKET Na.
R=1960.00' N00°04'45"W 2630.99'
L -1`>6,44 I f` Z�/ SS 1 ,.1ti 1�U.SU 137.00 163.219' 1'14.3113' 129• T 11O.:a 115. 6 118.1, 149.45
-` _ �� 11t.OG 121.G0 121.00 121.00- 121.00 `
--- / j C - N - -- - - rn r� --7 - - - -
LA
0�1(f:>� ATUU(T1C G11F C01 C01�. O1 J fCIOs �`` 0) �� 00 v+ v 3 / 19 0 0 3 3 3 � BLOCK 3 F 3
S r ` O '�� r`� h r to OD {:70 QD a c s c R
X ti ti, 1+ rl 11 v \} et Ca 7, p O O O 0 O- O
(26� (��}) tAo �4/ e °' N^ NT ,flrn 1305 %� Tf00 0o cep o0
fit O U? « U! L <p et y O O T t0 ( f O p Q O O O �� O �� O O
o�� t w�a A� _ ��� 23 �. �, 21 C2O)w� 1�� 18 1 P 00 � 15� �° 14)a °N00 00'00 VV 28) (2 / z A 0 � o � a
2� _ , Z
� 2 (� � z z � z z z
I 1 �..�
1 h 4.21 130. oo'
136.9 R8 +.1
iD > 8.03' ��-- l 91.68' 121.00' 121.00' 121.00' 121.00' 121.00'
�' 2 9 R _ __ 1180,, / / L132.37' "_" -- - -
A ION (n rn ''�� `_ - . _36LAI' -O---Z°2 -O _ N, 49 113.00'
11r'rER R0KD r '�.1� - 1 �l ' 110.00'
- -<� - I / gyp- - - - - 89' 6 _ Rto X5.26' Hfxp AyFNUE a't �r >�00`04'45"E - - 440 00' >
O 1L1.29' 62 "b S �• - ---X9. e __ }---Z4 BNS , - -- - 9 3 �y�Q01L4_45 157,34'
S1p'S6'13•,W Qh/ �*•. �� Go.7o' F_ 121.29 ,3.00 121 00 ��.. �-
LG CD
° m 1g' 83' I 62.72 165.03' 165.00'0% j5P166.18'
I O'Irfnl m Q ;---r 4 121.00' - f] C7'
ONrER JA>fE5lflCllAEI I I 3 R9 Rtt 85.00'
0
- _ T-
--� � m 3 0 1 O O o t o �`10
o 12 i 1 1 o CO Ln 00 I
"{ ( A , 1 4 o I ao o .- 2 �' Q o' o a a A\ r. v cn I o
LC)0 o m I z J 1 o o 0 1 / `Ln 0
o v„ io c'' J cc p05
OMrEikFRA1tKJ.TnorPsor S00'OO'00"W z _ 20' NIDE DRAINA o'j O a O
pp l U O
180.02' ^dc M>INT. EASEM JT 7 " O tD r*1
�D I ( (TYPICAL _ f 20' WICE DRAINAGE a `�20' WIDE DRAINAGE AND
I - I _ __ 1 & MAINT. EASEMENT 0100
I MAINTENANCE EASEMENT
-\ O3S..00 _�a. - 121.38�_ 10 x`12 J ' !TYPICAL) 1 I i0' (1�11'iE AT -10' WIDE DRAINAGE AND
o 1 N s.00 04 erg �. 45.00_` _ - 0'47"_ 3.5g'�1€.- - -
1 1 W. Al.N / . � _ - MAINTENANCE EASEMENT
IBQ00' /J.04 3 x`5,36 51•;- - z-� 121.00' -Sfl _ S00'44'14"E N00'G4'14"W 1\00'04'45"4Y
: � `� • r- 1(L,-/ o k �.�121.00 Q _1 3 .37 1 190.00' 190.00'Oz co
r ic.o 4� _____ ,v.os�sg'si"tA! (- Q Q
500'00'00"W - / O {i Ooi \to' DRA NAGE & �� N W N �` N
O F� 0 MAINT. EASEMENT
18().02' r 1 5 (TYP. ALL tAar.$) a; 0 { o �� c o I o
-
�_D
N O T A PART 0 �� I ����A�� o 3j2
_ IS00.04'14"E � N00'04'14"W W N00'04'14"W h '04'4 "W� r 00 5 190.00' 190.00 f" + o 5.00'00'00' w. SOu•rH C� O 190.00' 191 33'
SUBDIVISION \ � �-- LAK E 3 WIDE DRAINAGE _ � k
� 13 0 dS.00�a ��� • � M
do PKAT EASEMENT " 1
( c�( ^0' WIDE PAVEMENT ��`- .�' .
\\j Q♦Q(Ar03
0.00'00"W 31 (TYPICALOF SIDE STP.EETS) 13.93' 2421998 S F o�i1CAL) N ��• 4ED 2
t` 5 0 0 00 0 0 E 180.02' 3 6 3 0 o ( 3 o O C� o
I �. o 0 0 o o tr! o O p...,p W
T C. �J �^ oo r� ij ,T,� 5.58 acres W
r m o
r16) po '7
152.20 O Z Q (1 / ,, �-�, f aS S00'04'14"E I NOa'o4'14"W N00'04'14"W NOO'04'45"W I NI U
Z 0 3 3 o o �� 190 00' a 190.00' 190.00' 191.34' ♦I
�i U
ATlAATiC 61Rf COlty. Coj1P. o - °'o 6i, z I b \, f, � : � �; S� W
151.8 0 RIGHT OF I{ j o w
1 �1 ! N 0 0 0 0 C 0 WAY �� , .,� 463 Z l 2 �c� �' V J
E , , s5.G2' G % 110.00' _ ` J �' l �� s. o0 04 !4 B. o o \L o c o ( o
U I 68.93' 9 R 1 o I o 0 C c o L o
Z W
� .•.___ 121.00 121.00' 121.0(' I 1 Z
O I ( b/I7CC/ I CENTERLI R / a2705' -- -- -- -- -- - - II
`('YPICAL) \ o� �. / ! SOO'04'14"E SOO'04't4"E N00'04'14"W N00'04'45'W
r) 233 `�- - ,, �i •,� ,�u I 1'30.00' 190.00' 190.00' 191.36' J
1 -(Do o o O OD i
i &:' RIGHT OF WAY 7 4 1 J'J.O� Q - . ?t :n �J r O U /� p J+ p U�C24)
23.93 W 55.02' ze �G 1 0 2 p s 2.� p y1 0 �q� p� () qN 1 p 6Y j 1 ti 1 0j � 1 (N f~ -
i `I j _ I \ I �{
I j O D i / R► m �1 m ( ! RIGHT OF i i. C�l
t - p % M R?J �•� _ WAY
i I 1 d 0 0 ( 1 W I Kusr I or , 1
1 0 IgB�UiJrfliFA�� N ' 01 g 3 �`, R BLOCK H ; I 1►3 [l a WAY
� 6,01 a
121 00' 121.00' 21.00' i 165.00' ��0 165.00' 165.00' � '8166.38'A� 500'GO'00'E "` w.v SOObO'OO"E o i [ 3�. <<180.02' 180.00' o rs' \ J �''-- _ S0�' 4'14" 610.05' 4 �� @- - - --L - -- - s - -- - - - _ �� SL 14 "E - -- - --- --- 4 C 0 0' -- 4 4 E -209.74'
�� - - - �- -. - X4-2`'
Cru OMR- MIM AIEERT N.1lE{iIEiI a, 0 0 ♦0 ,� ��' ~ R•3`3 -- -
= (Z� 22
R 32 49 80 121. C 0' 121.00 121.00' 121:00 121.00' - i 21.0 )' - 121.00 121.00 121.0' -- 12 1.00
O ? I o / Q
rte} 500.00'00"W ��'
m SOO'00'00"E �' d z z z 00 <n vl V'
O1IrER GErEriErE A 1180.02' 180.00' -L\6 cb (21
�, '+, lc,, 0D \ 0 00 ao•a,o� //� 1 O�� �?Q� 0 �SS/`S3 , c�/..��' 2 C{L, �I NO Ln /� N (T a Lp (T N LA N N 0 1 2 r�J z N � � W 'Q S•� 65*' CT t. VI U N ji�r� 1 ..) o 0 1, o f 14� o �� 3 o ul a 1 1 a o 0
O m�\� , j �� \ '"� �� / o�' 11 �� o A 1 ,7 �� 1 6 0 �• o A '�� o o� o� o� 'LOCK (o
1 ° i w (D my / - a rn p Ci 0 Ci o_ C= O 0 o 0 O_ rn o rn O C1 O p
1 Oh111� GAETigQAD f1rA1R,'IAL C� in -� � r't m � $ � m
BLOCK. I - - - - -- -
R /991,81,
C _ + 0� .�-- 133 �`�18• /
R = 1 25 5. 6 4 c26 �`C 05 ®o, 3 15 Ig+ )
f
- s I zip �6- i. \ Mo T T jn
L. = 4 5.0 0' t 1 ' Or"�lIISTVWR
S00604" .4 " , r� itis >
15�'Ol1itSCEEASft�u
_/-b/•�� q
19 lNECESlr9.�} o o;
- 0a'37 ' ' ' .....121?121.00 12'.0012L0�
121.00'
LAKE I DF_SCR1MON $
� tam Mon
C........,..1., at the Northeast corner of the Plat of Sebastian Highlands, Unit 16, as
recorded in Plat Book S. pages 45,45A through 45J, Public Records of Indian Rim
Cormty. Florida, nun South 89' 21' 03' West, along the North line of said Plat, 129239
feet theta tun Sfmthh along the East line of Harbor waterway to the Point of Beginning.
From 00 Point of Beginning wethm South. 358.15 feet; thence East, 759.93 feet;
thence North 44' W 3r West. 121.00 fest thence North 37' 11'4r West, 150.41 feM
t 9me North 08' OT 12' west, 164.02 feet; thence South E9' 21103' West, 560.03 feet to
the Point of Beginning.
All ft above situate in Indian River Coamty. Florida and oantaining 3.17 acres, more ar
liens.
Coasmeneing at the West quer corner of Section It. Township 31. Soo•.h, Range 38
East; no Northh 00' 04' 4r Whop, along the West line of said Section, 209.15 feet to the
Paint afBtgmtir
PtOm ft Point of8eert"ing run North 89'55* 15' East, 351.09 feet; thence South 40' 15'
09' E>rs'.106.12 fat; thence South 00'04' 45' East. 361.47 feet; thence North 89' S5' 15'
East,325.41 fed; thence North 00'04' 14' West, 27.93 feet to a Point of Curvature of a
Curve eonm Ve Westerly. having a radius of 240.00 feet; thence nm Northedy 73.13 feet
stong the arc of said curve, through a central angle of 18' M' 44' to a point of revers(
curvature of a chive concave Easterly, having ■ radius of 7600 feet: Bance run
Northerly 22334 fed along the arc of said curve through a comtrat angle of 16'4 11' 16';
thence North 00' 04' 06' West, 653.92 feet to a point of curvature of a curve omwm
Southeasterly leaving a radius of 420.00 feet thence run Northeasterly 178.93 fed along
the are of laid curve. ftvnh a central angle of 24' 39' 53'; thence North 73' 54' 05'
West, 143-65 feet; Otence North 67'33' lr west 159.92 feet; thence Soutk 375.00 ted;
Chet= South 13' 08' 14' East 159.59 fat; dxmm South 48' 56' 20' West 232.38 feet;
d"Ce Wesf 306.50 feet to aforesaid West section line. thence South Oo' 04'45' East
along said section line 145.00 feet to the Point of Beginning.
All the shove situate m Indian River Cooley, Florida and containing 9.14 acres, inon: or
sass.
N00°04'14"W
CONSERVATION ESMT
MADTH VARIES
2672.27'
amooruDtr.Imlf
UNPLATTED UNPLATTED
Collier Creek Estee - Com tion Fssme"t Description
•
A portion of section 18, Township 31 South, Range 38 East, more particularly described
as follows:
C•-. .. --,at the intersection of the centerline of Drive and centeriine of
�
Commencing at the Southwest corner of the Northwest quarter of said 51331'13 l8, run
Street on the Peat Sebastian Ili lands Unit 16, as recorded m Plat Boots 8,
gh ,
and
1
� � ��
North 99'161401 East. along the South line of aforesaid Northwest quarter. 1325.48 fed
5 45* J, Florida tea North
pages 45 end 45A 11>rungh 4SJ. Public Records of Indian River County,
7
to the Southeast corner of the Southwest quarter of aforesaid Northwest qtr and the
along said centerline of Easy Street, 614.33 feet; thence West 220.00 feet to the Point of
S
Point Of Beginning.
Beginning.
From the Point Of Beginning nm North 00'04'06* West, 1275.00 feet; thence South 89'
Fran the Point of Beginning continue West 149.47 feet; thence North 04' 30' 47' West,
55'54' West, 65.00 feet; thence South 00' 04'060 East. 160.00 feet; thence South 54'55'
297.77 foot; thence North 13-15' 36' East, 173.38 feet to a Point of Curvature of a curve
" West, 96.91 feet; thence South 89' 55'54* west. 68.17 fort to point on : non -radial
weave Westerly shaving a radius 460.00 feet; thence run Northerly feet long
GRAPHIC SCALE
curve concave Northwesterly craving a radius of 275.00 feet, and through which a radial
line bears South 6r
th en 3 North
the arc of said (have. through a central angle of 17' 14' 33'; t}henc�e North 03' S8' S 1"curve,
16' 55' Easy. dxl= run Southerly 25,79 feet along the arc of said
West, 327.00 feet; thence South 89' 02,17* East, 114.65 feet; thence North 89' ST 46'
through a central angle of S 2T 23'; theme Souter 30'OS 28' wit, 2#5.67 fort do
Fast, 205.41; thence South OD' 04' 14' East, 390.05 feet to a Point of Curvature of a curve
Nom. having
100 o so too 200 400
1 �
A Point of curvature; of a curve concave Easterly, having a radius of 200.00 feet; theaet
Southerly 105.28
concave a radius of 320.00 feet; thence rem Southwesterly 210.21
feet through a central 37'4-T 46' Point
les': ;I . , ••• r
nm feet along the arc of said curve, t a central tingle of 30'W
34'; thence South 00'04' 06 'East; •
angle of to a of Reverse Curvature of a curve
�; ,,, c ; 1
1434 f
eel; tbeece North'W V 54 Fes. 204,37 feet;
concave SOuthcUterly. having a radius of 520.00 feet; thence run S � ��. I _ .1; 351.78
thence South 00' 1}4'.06' East 410.00 feet: South W 55*' 54" West, 100.00 feet; thence
feel, through a central angle of 37' 3929"; theca South 23.93 feet to the Point of
( IN FEET
South 00,04,06* East, 100.00 feet; thence South SS' IS` 27' East, 121.80 feet; thence
li<'gm8-
1 inch = 100 ft.
South 00'04' 12' East, 11991.81 fat; thence South 4302731" West~ 82.34 Pett; thenceAll
the above situate in Indian River County, Florida and containing 5.58 acres. more or
NOTE: THERE IS A 10' UTILITY EASEMENT ON THE SiDE AND South 00. 04' 13' East. 65.00 feet; thence South 52' W00' Past.180.00 ff:Gi; thence
North 89.55' 46' East, 80,00 feet: thence North 00'04'13- West, 207'7,49 feet to the
FRONT OF ALL LOTS.THERE IS A T.5' UTILITY
Point Of Beginning.
EASEMENT ON THE REAR OF EACH LOT. All of the above situate in iridian River bounty, Florida and containing 13.7 acres, more
or less.
•
,i
A
{
7
S