HomeMy WebLinkAboutRecorded 2001 Secondary PlatCo PY
Test ^ F04ed(}faDcRecord in .. .: .. rum HAMILTON COUNTY, INDIANA
r.C. No. ;a No. � MARYrL CLARI',�
01 02 2001 03:05 ps.
PLAT 45. 00
EAST 96TH STREET AUTO PA K SUBDIVISION
30' B.S.L. SEE SHEET 4
et,
10' U.E. �- L=21.63'INGRESS/EGRESS ESMT. - - _ - do U.E. - z---
88 00'7 30' 8.5.L � ; r'
c`v I 7� 15' U.E.
-=35O 8- _ -00
� S �9'S8'44 � �- t�
f 30 B.S.L. -% -o - ,
`J / �,`°�i 4, l 5� U E 233 82 - o V N 89'S8'44 W 5� U.E. 294-55'
t 1 / 7.2 �,12 E '� 1S.1 a I
IN 89'S8 44 W 368.31 1 N 154 ,_,,�� E 2 I
�________ f,-
-----N`�9C"00'00" E 612.55' ------ - - t- � � � N15 "-
25 U. E. 1 �,. \ S 3453'52 E-
`� S 90'00'00" W 615.34,---------- -y - 121.47'
•- a' I ^ ,
R� 50.00• L=184.36 �; / �� 15' U.E.
1� C1 014 i1 J�
I
N 9 94r W � �' � Oro 39 1�L1-�W `� I
0 50 100 150 200 Cy c,� 1 9 I
- - - _ I o I I I I VERA J. HINSHAW .
C) � I N I �- I INST. NO. 95-66870
SCALE: 1"=100' N I m I
I
N I Coro,
i
, I I N I W I I
w W '-Ln
,I _ice �
LOT 1 z
Cal fV
I 361017 S.F� ( o I N LOT 2 I zoo
_ l 8.288 A a I o{ I 314140 S.Ff b
I J I_ o J 7.212 Act
CV r v, I c., o cri
ca m
0 0± ao 4610 o I `o `n I 4630
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= z o �Iop
� Imo+' (�
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W
W � o f N 89'51'40" W I WI ( I
w 0- I 25.00I 1 I
to a I I N I I
Q
I ! o
c N 3 cn I o p
W I
L
o,®.
V p i! W
� r� S 89'58'44" E � Z °,�'
5 WIDE __ECTRIC LINE _ - ` c+ 15' U.E. ' - �� ,
c LLJ• o - I EASEMENT OR ANCHORS �8.1 �' Q, a, I 5' CI!t,_ �L�C`+:; _►.,E
�• INST. " a: N 44'5i'40" V1 EASEMErYi FOP' iNCHORS
c� dp. S N0. 96-36090 N 45 08 20 E Q+ o t
Z - 8S L- °� 14.11, INST. NO. 96-36090
Lu 10.01. ' -- j s � 14.17' ` 60' B.S.L. �- '
rt - _ F ao f ? I POINT Or ,WINNING
�o.00' - - - _ NORTy R 45.00' 15' U.E-.� _ �, 15' I.I.E. NORTH R/W U E o
'S8'44" S - _ - - _ IW LINE 5' N.A. - - - - - 5 E_A E. - - - - - - - - - I EXCE, TION
E y4 .0:: --__--__ -- 5'�- as2t
-54 t -- ri - , o 0 359.67' N g4' 183 S 89'5&'36" E o l
Y - 63' ELECTRIC LINE EASEMENT N 89'58'44 W 450.00 Co N -
EXCEPTION �+ co o 63' ELECTRIC LINE EASEMENT co
32 D.P.. 235, PAGE 148 0 10 ADD. R/W D.R. 235 PAGE 146
N 8558'44' W HAMILTON COUNTY 1242.63 _-- •-- _-- _-- "' N 8T58'44- W (ASSUMED)
--- -- 897.71' --- --- INST. NO 98-61-332 --- -- 420-66, 16.50' 714.53'
N 89!'58'44" W 1318.37 - - -
SWTH LIVE, S.E. 1/4, SEC. 8, T 17N, RAE. EAST 96T�I STREET
S ST58'44" E 2689.16' portion of 96th Street not previously POINT OF BEGINNING S.E. COR., S.E. 1/4,
conveyed as dedicated Right of Way. SEC. 8, T.17N., RAE. '
NFW HARRISON MON. FOUND ,
W NEW CONC. PAVEMENT
FIT HAMILTON COUNTY
CU RVM DATA
CURVE)
DELTA
RACAUS
LENGTH
CHORD
TANGENT
CH.BRG.
Cl
15'5729'
1n'
34.81'
34.70'
17.52'
N 07'50'24' W
C2
15'5729'
15V
41.78'
41.64'
21.OS
N 0750'24' W
C3
15'57'29'
17:5
48.74'
48.58'
24.53'
N 07'S0'24' W
C4
15'5729'
175'
48.74'
48.58'
24.53'
N 07'S0'24' W
C5
15'5729'
150'
41.78'
41.64'
21.03'
N 07'50'24' W
C6
15*57*29,
125
34.81'
34.70'
17.52'
N 07050'24' W
C7
81'01'02"
39
55.15'
50.67
33.32'
N 40022'11a W
C8
5*59'23'
36Z'
38.47
38.45'
19.25
N 77'5SOI0 W
C9
74'54'35"
78'
101.98'
94.87'
59.75'
N 3r26'02' W
C10
80*53'180
39'
55.06'
50.60'
33.24'
N 40'34'59' E
C11
6'0547'
368'
39.16'
39.14'
19.60'
N 77*58*450 E
C12
107°21'39'
78'
146.16'
125.69'
106.11'
N 21*15026 E
C13
15°02'47'
35V
91.91'
91.65'
46.22'
N 82°24'43' W
C14
15'08'02"
350'
92.45'
92.18'
46.49'
N 82'2953' E
C15
149*49'11'
6V
156.89'
115-86'
222.52'
N 00'01'16' E
C16
30°10'49"
35V
184.36'
182.24'
94.37
N 89'58'44' W
C17
149*4911
60'
156.89'
115.86'
222.52'
N 00'01'16' E
LEGEND
Note: Easements encumbering the strip of land within
U. & D.E. = UTILITY AND DRAINAGE EASEMENT
oun
96th Street not conveyed to Hamilton County with the
U.E. =UTILITY EASEMENT
e of 96th Sreet a e show a survey recorded
S.E. = SIGN EASEMENT
N.A.E. =NON ACCESS EASEMENT
tx
� hstr�l�ent �
B.S.L. = BUILDING SETBACK LINE
1100
R - RADIUS
.�
L = ARC LENGTH
Ac.t = ACRES MORE OR LESS
S.F.t = SQUARE FEET MORE OR LESS
4b10 = TYPICAL ADDRESS
Under authority provided by Indians, 'ode 36-7-4-710, and ordinonces
adopted by the Common Council of ti.e City of Carmel, Indiana, this plot
NOTES ON MONUAENTS AND MARKERS:
a
was giv -n approval by the City of Carmel as follows:
O Denotes a concrete right-of-way monument found.
Granted Administrative approval by the Department of Community Services
pursuant to Article XI of the Girmel/Clay Plan Commission's Rules of
■ Denotes a 4'x4"x36" long precast concrete monument with
o
Procedure on
cross cast in top to be set, where shown, flush with finish
grade.
• Denotes a 'Copperweld", 5/8' Dia. copper coated steel rod
o
W
6 - --L" --- ---------� Director
6' long with 1 1/2" Dio. tapered brass cop having a cut "x"
D- x rtment of Community Services
Indiana
in top, to be set, flush with finish street surface over
Carmel,
a 5/8" Dio. x 30" long steel rebor.
N
- o
O Denotes a 5/8" Dia.- iron rebar to be set flush with the
SOURCE OF TITLE: INST. NO. 98-9276 finish grade at all other lot corners. SHEET 1 OF6
0
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 EAST 96TH STREET AUTO PARK
PIC JOB #970495-30000
r
N
N
RED HAWK TRUST
INST. NO. 88-12119
0 50 100 150 200
SCALE: 1'=100'
SECONDARY PLAT
EAST 96TH STREET AUTO
SE
SHEET3 10, U.E. o L=21.63'
R=88.o0'
DIGRESS/EGRESS ESYT. -
�D
do U.E.
R=350.00' C 16 L=184.36'
„ 1 30' B.S.L.
�i �253
(�
_ I
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1
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a
MleldW?ooroTecord in
FIAgILTON COIJNTV, INDIWJR
PARY L CLAM
01-02-2001 03:05 p!.
PLAT %5.00
PARK SUBDIVIS10
k / /N 8T58'4C W W-31'
25 U. E.
�?
90r0000' E 612.55' 25 U. E.
S 90r00'0 W 615.34'
I
o
I
I
R-OCK A I
IN
I
W
aAM 1:�-
[}
CO Y
�
C I O
W
J
N ~I (
(
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N
N
AZ
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I
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rr
V
W
^
1✓I
1
I
21 �
(;
x
LOT 1
I
CD
Z
�
i
361017 S.F1
59' R/W
I
N
N Z
i a.288 Act
I(z
I
0 -,
} 3I
o
4610
I
vI4
wo
0
O
C)�^
Ioo
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C.
CA O
OJ
Z
Lj
a
W O N
11
a
z
IQ
IIIw
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III
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3
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N
LO
1
I 5' WIDE ELECTRIC LINE
10
EASEMENT FOR ANCHORS
_
V)
INST. NO. 96-36090
5' WIDE ELECTRIC LINE
N 0628'S8" E
13
EASEMENT FOR ANCHORS -
I
I
36.81'
INST.
�' MIST. NO. 96-36090
orn
(15' STORM SEWER EASEMENT
15' U.E
_
10.02' --
MIST. NO. 93 1749
o
0=25
L 40. ' S' N A � �
9
`�,
I
� -,-��
.00'
B �ry R�
i
85.924E
--
'44' E
S 7g-�,� L11V F -
E
86'
N 1
XIN
_
0o 0•
N 00'01'16' E
EX COUNTY
6J ELECTRIC EASEMENT
89'S8
18.50'
00. N0 90-61332 N
89'S8'44' W D.R.235, PAGE 148
35. '
---
-
897 71'
S.W. COR., S.E. 1 4
SEC. a, T.17N., 4.
NEW HARRISON MON. FOUND
� REFERENCE S STILL REILM"
Portion of 96th Street not previously
conveyed as dedicated Right of way.
CURVE DATA
CURVE#
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
C1
1 S'57'29'
125'
34.81'
34.70'
17.52'
N 07W24' W
C2
15*57'29"
150'
41.78'
41.64'
21-OS
N 07'S024' W
C3
1s'5729'
175'
48.74'
4&58'
24.5S
N 07'5nC W
C4
15'57W
175'
48.74'
4a.58'
24.53'
N 07'501V W
C5
15057'29'
150'
41.78'
41.64'
21.OS
N 07'5O'2r W
C6
15'57'29'
125'
34.81'
34.70'
17.52'
N 07'5O'24' W
C7
81001V
39'
55.15'
50.67'
33.32'
N W22'11' W
C8
5*59*230
368'
38.47'
38.45'
19.25
N 77'53'01' E
C9
74'5435'
78'
101.98'
94.87'
59.75'
N 37'2602' W
CIO
80'5SI8'
39'
55.06'
50.60'
33.24'
N 40'34'59' E
C11
6005'4r
368'
39.16'
39.14'
19.60'
N 77*%45' E
C12
107'2l'39'
78'
146.16'
125.69'
106.11'
N 21"15'020 E
C13
I VO2'47'
350'
91.91'
91.65'
46.22'
N 82'2443' W
C14
15'08'O2'
350'
92.45
92.16
46.49'
N 82*29V E
C15
149*49'110
60'
156.89'
115-86'
222-52'
N 00'01'16' E
C16
15005'130
350'
92.16'
91.89'
46.35'
S 89*59440 E
C17
1 149*49-11'
60'
156.89'
115.86'
222.52'
N 00'01'16" E
SOURCE OF TITLE: INST. NO. 98-9276
N 8758'4C W
N 3,C53'5f W
97.94'
7.24'
i�'
n J
'r S 34'535Z* E
N 89*51'40" W
25.00' I
W
.d
C14 I1 / �o
0
39 `'
0�0
hh•�5 9231'
W,-
t
f=
Ln
n
O
0
J
W
re) vi
co m
LAJ
2
o
Co
�LO
�
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W
f
N
I
I
``W
I=
0
i
S 89'58'4C E Z
J
38.13' 4►
N 45708'2C' E
14.17' -
,► J
0 IC E _
4 50 ' 15' U.E. E
5' - g-eS2s w ri
N 8758'4,C W 450.00' ig
EXCEPD0N
,�_ H QXMN COMITY 1242-63'
0. NO. 93-61332
N 4 C51'< W
14.11'
15' U.E. -�
-
\ 359.67' T t,
R 63' ELECTRIC
10` ADO
/W D.R. 235,
EAST 96TH STREET 131t
SOU1H 11afE, S.E_ 1/4, SEC. 8, T.17N, R4E S NS8'4e E 2689.16' Portion of 96th Street rat pn vic
cwveyed as dedicated Right of
LEGEND
U. & D.E. = UTILITY AND DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
S.E. - SIGN EASEMENT
N.A.E. = NON ACCESS EASEMENT
B.S.L. = BUILDING SETBACK LINE
R = RADIUS
L = ARC LENGTH
Ac-t = ACRES MORE OR LESS
S.F.t = SQUARE FEET MORE OR LESS
4610 = TYPICAL ADDRESS
NOTES ON MONUMENTS AND MARKERS:
13 Denotes a concrete right-of-way monument found.
O Denotes a 40x4'x36' long precast concrete monument with
cross cast in top to be set, where shown, flush with finish
grade.
• Denotes a 'Copperweld', 5/8' Dia. copper coated steel rod
6' long with 1 1/2' Dia. tapered brass cap having a cut 'x'
in top, to be set, flush with finish street surface over
a 5/8" Dia. x 30" long steel rebor.
0 Denotes a 5/8" Div. iron rebor to be set flush with the
finish grade at oil other lot corners. % 2 0F6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 EAST 96TH STREET AUTO PARK
PIC JOB #970495-30000
85
SECONDARY PLAT Fliloiod��� ��I�
�_�; as
EASE 96TH STREET AUTO PARK SUODIV 0N�,
0 50 100 150 200
SCALE: 1=100'
N
N
RED HAWK TRUST
INST. NO. 88-12119
WILWMSON RUN - SECTION 9
P.C. 1, SLOE 620
59.00' i - - - -^� -�J2 71•'
I 10'�-
I I
I N 25'32'47'
W-�j
' `
I 33-25'
3
rWj
I
�
/�0
II
o
I
I
59' R/W
( Q
1 I
-
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IL
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us I I
I �\ - - - - - - --- --
�S
25' U. E.
to'
C�.L
W= I I
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BLOCK A
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I M9425 S.F.
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I 8.251 Act
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CURVE DATA
CURVE/
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH-BRG.
C1
15'5729'
125'
34.81'
34.70'
17.52'
N 07'507r W
C2
15*57*290
1W
41.73'
41-64'
21.03'
N 07'S0'24' W
C3
15*57290
175'
48.74'
48.58'
24.53'
N 07'5074' W
C4
15'5779'
175'
48.74'
48.58'
24.53'
N 07'5074' W
C5
15'5729'
150'
41.75
41.64'
21.03'
N 07'S0'24' W
C6
15'5729'
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C7
81*01*020
39'
55-15'
50.67'
33.32'
N 40'22'11' w
C8
5'59'23'
3a,
38.4T
38.45'
19.25
N 77'5SO1' W
C9
74'54V
73'
101.96
94.8T
59.75'
N 37'26'02' W
C10
80'5SI T
39'
55.06'
50.60'
33.24'
N 40'345T E
C11
6'05'4r
-%8'
39.16,
39.14'
19.60'
N 77'5845' E
C12
107°21'39'
73
146.16'
125.69'
106.11'
N 21 *15'02' E
C13
15'02'4Y
350'
91.91'
91.65'
46.22'
N 82424'430 W
C14
15'0602'
350'
92.45'
92.18'
46.49'
N 8242945Y E
C15
149049'11a
me
156.89'
115-86'
222.52
N 00001'16' E
C16
3001049"
350'
184.36'
182.24'
94.37'
N 89'58'44' W
C17
149*49'11"
60'
156-89'
115.86'
222.52'
1 N 00'01'16' E
SOURCE OF TITLE: INST. NO. 98-9276
HIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012
C & J COMPANY, LLc
INST. NO. 93-62548 - �
44
S 8 `52f E 1318.37
NORTH LICE, S. 1)% S.E- 1/4, SEC- 8, T. M, R4- // 15' U.E.
i o MCP
`'
LOT 3
530478 S11
12.178 Ac.t
LAJ
/ p
LLJ
00 / j
o / j 1
N 1 j 10' U.E. B•S.L L=21.63'
R=88.00'
a j / INGRESS/EGRESS ESh1T - - - - - -�
r
U.E. -
R_350.00_ C16 L=184_36'
/ I / 30' B-S.L ocP-*- - E• - - -
-J / /r Q`'// 7.24' 5 •U2 i 82-331t'' "
- - - j /N 8758'4 C W 368.31 - - - - j -.� l5 �i5 as 1� E 2 t
N-1- - -9�00'00" E 612.55 % ' N 1 �" os
25' U. E. t S 3�53'SZ" E / o; •�
------ - - - - - - - - - - - - - - - \ 121.47'
S 90'0C'J�" W 615.34'
S r� R- 00, L-184.36'
I C 04 Al e�
I N N 34'53'52" W
97.94'
N 10 10, U..
�Io I I
�Icn- I I
- N
ui
I 001 N I� I
I 1 w I
I I
N ►=
_I
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CD to
LOT 1 _ I N I C,
I - I
I 361017 S.F.t I o
&M Ad I N I I
I I o
ZD -1
Vi
I`acn
SEE SHEET 2
LEGEND.
U. do D.E. = UTILITY AND DRAINAGE EASEMENT
U.E. - UTILITY EASEMENT
S.E. - SIGN EASEMENT
N.A.E. - NON ACCESS EASEMENT
B.S.L. - BUILDING SETBACK LINE
R - RADIUS
L - ARC LENGTH
Ac.t = ACRES MORE OR LESS
S.F.t = SQUARE FEET MORE OR LESS
4610 = TYPICAL ADDRESS
NOTES ON MONUMENTS AND MARKERS:
O Denotes a concrete riot -of -way monument found.
■ Denotes a 4'x4'x36' long precast concrete monument with
cross cast in top to be set, where shown, flush with finish
grade.
• Denotes a "Copperweld 5/8' Dio. copper coated steel rod
6' long with 1 1/2" Dia. tapered brass cop having a cut ax'
in top, to be set, flush with finish street surface over
a 5/8' Dia. x 30" long steel rebor.
O Denotes a 5/8' Dia. iron rebor to be set flush with the
finish grade at oil other lot corners. % 3 0F6
tAJ 1 YO I tt J I Ktt I Au IV rAKI
PIC JOB #970495-30000
1<
104000285
l" for Record in
SECONDARY PLAT HMILTON COUNTY, INDIANA
10PRY L CLARK
01-02-2MI 03:05 pa.
PLAT 45.00
EAST 96TH STREET AUTO PARK SUBDIVISION
:TION 9
-92- 7 '
v �
0 50 100 150 200 a
SCALE: 1 "=100'
DONALD BOTTAMILLER
1ST. NO. 96-3197
S 8T44'5T E 1318.37' _ ,
1•- ----1.------ 41L55'-936.85' i 1tCI, .IvCU
MORTN tJ1w1E, S. 1/2, S.E. 1/�, SEC. S, T.17M., R4E. - - - - - / // - - - - - - - - 15' U.E. - - - - - - - - - - - - - - - � ,,.., � � •!
�
L iJU,
�
2
� / I
/ //
z.'y LOT 3
53C *?s S.F_±
12.178 Ac.t 1
�
,
� I
co I
3 I 15' U.E.
a I30,
3 1 ft CV
10' U.E. -� B.S.L q L=21.63' I
WGRESSAGRESS ESUT. - - - - I
00'7
do U.E. , - 1� \ 30' B.S.L
=350.00' C 16 L=184.36 - _ _ =15' U.E_ - - - -
30' B.S.L. / - ----------
T / / `��i X .5' E'� 2_33� o N 89'58'44' W 294.55'
7.24' • 12'� = I_ i �3316 \ c� 5 U E. - - -
/H 8T58'44" W 368.31' �5 48
` I
n - - - - 9900'00" E 612.55' 25' U. E. `r - S 34753'52' E
Y ,
--------------- - � 7•
-i
� S 90'00'0� W 615.34-' \ <<s�-.� _ ' �� 1.4 - - - - X ���• � � l �
I R- 0.00. L=184 36• J�C. / �"� 15' U.E. -/
C1 �� o I
I N 34'53'52' W •�0 �,1 W/ I
�S' O
N I N 97.94 10' U.. l>s- hh� 5 913,
N I m I _ ?
-I
N cii 1 I
{ a N (� 1 I
V I C11l \ 131
= I
w � to �
I LOT 1 Ln
I 361017 s.Ft
NC) N i N LOT 2 - I
I 8.288 Act I � I 314140 S.F.t I
I 17.212 Ac.t I
I J �
an O I M I m
SEE SHEET 1
CUR% E DATA
CURVE#
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
C1
15'5Y29'
125
34.81'
34.70'
17.52'
N 0r50'24' W
C2
1505rne
1 Y
41.78'
41.64'
21.OS
N 07*50,245 W
C3
15'5Y29'
175'
48.74'
48.58!
24.5S
N 07'S0'24' W
C4
15*57*290
Me
48.74'
48.59
24.5S
N 07'50'24' W
C5
15'5Y29'
150'
41.78'
41.64'
21.03'
N 07'50'24' W
C6
I5'5729'
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C7
810011V
3N'
55.15'
50.6Y
33.32'
N 40*22'11' W
C8
5'59'23'
368'
38.4T
X45'
19.25
N 7T53'o1" W
C9
74*54*350
78'
101.98'
94.87'
59.75'
N 37'26'02' W
C10
80'53'18'
39'
55.06'
50.60'
33.24'
N 40'3459' E
Ct 1
6'05'4r
368'
39.16'
39.14'
19.60'
N 7T58'45' E
C12
107*211390
78'
146.16'
125.69`
106.11'
N 21'15'02' E
C13
15'02'4r
350'
91.91'
91.65'
46.22'
N 82'244T W
CI
1 Stn2'
3 '
92.45'
92.18'
46.49'
N 82'29V E
C15
149*49'110
W,
156.89'
115.86'
222.52'
N 00'01'16" E
C16
30'1049'
35 0'
184.36`
1 182.24'
1 94.3T
N 89'58'44' W
C17
149*49'11'
1 60'
156.89'
1 115.86'
1 222.52'
1 N 00*01'16' E
SOURCE OF TITLE: INST. NO. 98-9276
HIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012
C & J COMPANY, LLC
INST. NO. 93-62548
VERA J. HINSHAW
WST. NO. 95-66870
LEGEND
U. & D.E. - UTILITY AND DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
S.E. - SIGN EASEMENT
N.A.E. - NON ACCESS EASEMENT
B.S.L. - BUILDING SETBACK LINE
R - RADIUS
L = ARC LENGTH
Ac. t = ACRES MORE OR LESS
S.F.t = SQUARE FEET MORE OR LESS
4610 = TYPICAL ADDRESS
NOTES ON MONUMENTS AND MARKERS:
O Denotes a concrete right-of-way monument found.
o Denotes a 4'x4"x36" long precast concrete monument with
cross cost in top to be set, where shown, flush with finish
grade.
• Denotes a "Copperweld 5/8" Dio. copper coated steel rod
6" long with 1 1/2" Dia. tapered brass cop having a cut "x"
in top, to be set, flush with finish street surface over
a 5/8" Dio. x 30" long steel rebar.
O Denotes a 5/8" Dia. iron rebor to be set flush with the
finish grade at all other lot corners_
sHM4oFs
EAST 96TH STREET AUTO PARt
PIC JOB #970495-30000
F
"100000285
Filed for Record in
-HMILTONCOUNTY, I ND I ANA
MARY L CLARY,
• 01-02-2001 03:05 ps.
PLAT 45.00
I, the undersigned, hereby certify to the best of my professional knowledge, information and belief, the within plat accurately represents a survey performed under
my supervision of the following described real estate: A part of the South Half of the Southeast Quarter of Sects 8, Township 17 North, Range 4 East in Hamilton County,
Indiatia more Pa rticubrly described as follows•
Commencing at the Southeast comer of the Southeast Quarter of said Section 8; thence North 89 degrees 58 minutes 44 seconds West (assumed bearing) along the South line
of said Southeast Quarter Section 714.53 feet to the POINT OF BEGINNING; thence continuing North 89 degrees 58 minutes 44 seconds West along said South fine 1318.37
feet; thence North 00 degrees 08 minutes 20 seconds East parallel with the West line of the South Half of said Southeast Quarter Section 1322.73 feet to the North line of said
South Half Quarter Section; thence South 89 degrees 44 minutes 52 seconds East o said North line 1318.37 feet; thence South 00 degrees 08 minutes 20 seconds West ^ r), `'j7 �—
parallel with the West fine of said South Half Quarter Section 1317.41 feet to the POINT OF BEGINNING, containing 39.953 acres, more or less. �
EXCEPT, a part of the South Half of the Southeast Quarter of Section 8, Township 17 North, Range 4 East, Hamilton County, Indkm, described as follows:
Commencing at the Southeast corner of said Quarter Section; thence North 89 degrees 58 minutes 44 seconds West 714.53 feet along the South line of said
Quarter Section to the Southeast comer of the owner's "; thence North 0 degrees 08 minutes 20 seconds West 16.50 feet along the East line of the owner's
land to the North boundary of East 96th Street and the point of beginning of this description; thence North 89 degrees 58 minutes 44 seconds West 1242.63 feet
along the boundary of said East 96th Street; thence North 0 degrees 01 minutes 16 seconds East 18.50 feet along said boundary; thence North 89 degrees 58
minutes 44 seconds West 75.70 feet along said boundary to the West line of the owner's land; 'thence North 0 degrees 08 minutes 20 seconds East 38.03 feet
along said West line; thence North 86 degrees 12 minutes 25 seconds East 104.86 feet; thence North 82 degrees 53 minutes 46 seconds East 201.56 feet; thence
North 89 degrees 58 minutes 44 seconds East 50.00 feet, thence South 79 degrees 46 minutes 30 seconds East 254.02 feet; thence South 89 degrees 58
minutes 44 seconds East 450.00 feet; thence North 84 degrees 18 minutes 38 seconds East 150.75 feet; thence South 89 degrees 58 minutes 44 seconds East
113.75 feet to the East line of the owner's land; thence South 0 degrees 08 minutes 20 seconds West 58.50 feet along said East line to the point of beginning and
containing 1.719 acres, more or less.
This subdivision con .ists of 3 lots, numbered 1 thru 3 inclusive, and Block A.
The size of the lots, blocks and the width of the streets are in figures denoting feet and decimcl parts thereof.
This r
lat ' based upon a survey of the within cry real estate, performed under my supervision during April, 2000 and recorded on
lo as instrument* the Office of the Recorder of Hamilton County, Indiana.
Witness my signature this _ �'_ day of De __ , 2000.
Eric C_ White, R.L.S. #29700012 M
N0.
STATE CF : •�
�jrillti�
The undersigned, DYC Realty, LLC., being the owner of record of the above described real estate, does hereby certify that they do lay off, plat and subdivide
the same into lots and streets in accordance with this plot and certificate. This subdivision shall be known and designated as East 96th Street Auto Par;, an
addition in Hamilton County, Indiana. The real es is sub' t to coven n
is and restrictions contained in that certain Declaration of Covenants and Restrictions
of East 96th Street Auto Pork, recorded on theAy of as Instrument No. _ the Office of the Recorder of
Hamilton County, Indiana. e��
Randall Drive and East 96th Street, if not heretofore dedicated, are hereby dedicated to the public for its use, which includes strips of land lying in East 96th Street
that were not conveyed to Hamilton County by Instrument No. 98-61332.
SHEET 5 OF 6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 EAST 96TH STREET AUTO PARK
PIC JOB #970495-30000
STATE OF INDIANA )
) SS:
COUNTY OF MARION )
Personally appeared beforeme the undersigned, a Notary Public, in and for
said County and State, DYC REALTY, LLC by Alan V. Young, and acknowledge
execution of the above and foregoing certificate as its and their voluntary
act and deed fc>r the uses and purposes therein expressed.
Witness my hand —sand seal this I"�' day of ------- 2000.
LEE) y
, Notar Public
My Commission' Expires' County of Residence:
_Hank
THIS INSTRUMENT PREPARED BY ERIC C. VVHITE, R.L.S. #29700012
200100000285
Filed for Record in
HAM I LTO N COUNTY, I ND I AW
MARY L CLARY,
01-02-2001 03 : 05 ps •
PLAT 45.00
TH.
Dated this �_ day of — C_ !r. r % 6t —, 2000.
OYC REALTY, LLC
3210 East 96th Street
Indianapolis, IN 46240
J
DYC
By:
UPW AURMTY PROVIDED BY TITLE X ACTS OF 1931. P.L 309 SECT1OTi A
AS Aft BY ACTS OF 198Z. P.L. 211 SECT O 4. OF THE MAL ASSMY.
STATE OF MM& INS PLAT SAS GIVEN APPROVAL BY THE BOARD CF MW
GCS AND WM CF CART. MAN. AT A MIM HELD ON THE _ DAY
OF /'k: A, . 2O O.
k" oIl PI
v mi�
01
•
• •
8
8
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EAST 96TH STREET AUTO PARK
PIC JOB #970495-30000
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