HomeMy WebLinkAbout102,103-00 East 96th St Auto Park SP.3SECONDARY PLAT
EAST 96TH STREET AUTO PARK
SCALE: 1"=100'
RED HAWK TRUST
IN N0. -12119
C & J COMPANY, LLC
WIIIIAMSON RUN - SECTION 9 INST. NO. 93-62548
/ P.C. 1, SLIDE 620
S 89'44'52' E 1318.37'
59-00'I
322.52'
CURVE DATA
415.55'
I I I
N 25-32'42-
'N-----'�
5�
LENGTH
3 3.25'
TANGENT
CH.BRG.
\O,,
/
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C2
15'57'29'
150'
�i
41.64'
21.03'
OJ
C3
15'57'29'
i0
48-74'
48.58'
24.53'
N 07'50'24' W
C4
1551'29'
59' R/W
1 48.74'
48.58'
24.53'
N 07'50'24' W
C5
1557'29'
150'1
I
41.64'
z
N 0750'24' W
/ 12
C14
/
34.81'
CV
17.52'
(A
C7
4
39'
oto
50.67'
33.32'
N 4022'11' W
RED HAWK TRUST
IN N0. -12119
C & J COMPANY, LLC
WIIIIAMSON RUN - SECTION 9 INST. NO. 93-62548
/ P.C. 1, SLIDE 620
S 89'44'52' E 1318.37'
59-00'I
322.52'
CURVE DATA
415.55'
I I I
N 25-32'42-
'N-----'�
RADIUS
LENGTH
3 3.25'
TANGENT
CH.BRG.
CI
15'57'29'
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C2
15'57'29'
150'
41.78'
41.64'
21.03'
N 07'50'24' w
C3
15'57'29'
175'
48-74'
48.58'
24.53'
N 07'50'24' W
C4
1551'29'
59' R/W
1 48.74'
48.58'
24.53'
N 07'50'24' W
C5
1557'29'
150'1
I
41.64'
z
N 0750'24' W
/ 12
1557'29"
oto
34.81'
I I
17.52'
(A
C7
4
39'
oto
50.67'
33.32'
N 4022'11' W
C8
8053'18'
39'
55.06'
50.60'
33.24'
N 40'34'59' E
C9
3010'49'
350'
I I I N
182.24'
I
S 8958'44' E
\ I I I
559'23'
I
38.47'
38.45'
19.25
N 7753'01' E
C11
6'05'47'
368'
39.16'
39.14'
I I
N 7758'45' E
C12
149'49'11'
a�vlll°\s
156.89'
115.86'
222.52'
(n I \�
C13
NI
78'
101.98'
94.87'
59.75'
N 3726'02' W
C14
7454'35'
78'
101.98'
94.87'
59.75'
aIN
C15
I I
368'
I
96.62'
48.73'
S 8958'44' E
C16
15'05'13'
wz
92.16'
91.89'
46.35'
S 8958'44" E
C17
149'49'11
60'
156 89'
115.86'
222.52
> I I
25' L E.
I
78'
��-------T---
1 94.87'
59.75'
'
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10721'39'
78'
146.16'
1 125.69'
106.11'
N 2115'02' E
oZ
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BLOCK A
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35958.2 S.F.
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8.255 Act
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SOURCE OF TITLE: INST. NO. 98-9276
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415.55' r 93E 85'
NORTH UNE, S. 1/2, S.E. 1/4, SEC. 8, T.17N., R.4E. /
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�`` S "53'52" E
CURVE DATA
S.,
--------25'
S 90'00'0(" W
CURVE/
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
CI
15'57'29'
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C2
15'57'29'
150'
41.78'
41.64'
21.03'
N 07'50'24' w
C3
15'57'29'
175'
48-74'
48.58'
24.53'
N 07'50'24' W
C4
1551'29'
175'
1 48.74'
48.58'
24.53'
N 07'50'24' W
C5
1557'29'
150'1
41 78'
41.64'
21.03'
N 0750'24' W
C6
1557'29"
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C7
81'01'22'
39'
55.15'
50.67'
33.32'
N 4022'11' W
C8
8053'18'
39'
55.06'
50.60'
33.24'
N 40'34'59' E
C9
3010'49'
350'
184.36'
182.24'
94.37'
S 8958'44' E
C10
559'23'
368'
38.47'
38.45'
19.25
N 7753'01' E
C11
6'05'47'
368'
39.16'
39.14'
19.60'
N 7758'45' E
C12
149'49'11'
60'
156.89'
115.86'
222.52'
N 00'01'16' E
C13
7454'35'
78'
101.98'
94.87'
59.75'
N 3726'02' W
C14
7454'35'
78'
101.98'
94.87'
59.75'
N 3728'34' E
C15
15'05'13"
368'
96.90'
96.62'
48.73'
S 8958'44' E
C16
15'05'13'
350'
92.16'
91.89'
46.35'
S 8958'44" E
C17
149'49'11
60'
156 89'
115.86'
222.52
N 00'01'16' E
C18
74'54'35'
78'
101.98'
1 94.87'
59.75'
N 37'26'02' W
C19
10721'39'
78'
146.16'
1 125.69'
106.11'
N 2115'02' E
SOURCE OF TITLE: INST. NO. 98-9276
W
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415.55' r 93E 85'
NORTH UNE, S. 1/2, S.E. 1/4, SEC. 8, T.17N., R.4E. /
-- N 90'00'00" E 612.55'--------�
U. E.--
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�`` S "53'52" E
S.,
--------25'
S 90'00'0(" W
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--
moo' _ .47'
iii . 96
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= DRAINAGE EASEMENT
/ LOT 3
L=1846 -
�° /� 531278 S.F.t
`P
/
91.9 - -
N 34'53'52" W I
100.56' `SS 6'' I
12.196 Act
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B.S.L.
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P.O.B.
= POINT OF BEGINNING
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10' U.E.
INGRESS/EGRESS ESMT. _
R=368.CC_
10' (1')
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C15 L= X93 -84=l `s �s
R=350.00
C16 L=184.36' +� ��� -S 89"5f
!a; !�
N 89'58'44" W 368.31' L
/ oo'\ �� 1
C I
-- N 90'00'00" E 612.55'--------�
U. E.--
-�
�`` S "53'52" E
S.,
--------25'
S 90'00'0(" W
615.34'
--
moo' _ .47'
iii . 96
y''
= DRAINAGE EASEMENT
R�50 OG C9
L=1846 -
cn
= UTILITY EASEMENT
91.9 - -
N 34'53'52" W I
100.56' `SS 6'' I
92.45 C11
�0
= NON ACCESS EASEMENT
NI�
B.S.L.
= BUILDING SETBACK LINE
1Js'
P3
= RADIUS
L
= ARC LENGTH
P.O.B.
= POINT OF BEGINNING
1
= ACRES MORE CR LESS
u�N
S.F.t
= SQUARE FEET MORE OR LESS
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Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
NOTES ON
MONUMENTS AND w1ARKERS:
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WILnI
IWLn
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LOT 1
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362019 S. F. t
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8.311 Act
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SEE
SHEET 2
Acopted this ---------- day of ------------------, 2000.
CARMEL CITY PLAN COMMISSION
B". --- ---------------------
L. Lillig
Department of Community Services
Carmel, In. 46032
❑ Denotes a concrete right -,:f -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" 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.
SHEET 3 OF 6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 tA► I VVIn JIRLLI rruIv rr%rcn
PIC JOB #970495-30000
Ir
9
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LEGEND
S.,
D. & U. E.
= SEWER, DRAINA �;E AND UTILITY EASEMENT
D. E.
= DRAINAGE EASEMENT
S. E.
= SEWER EASEMENT
U. E.
= UTILITY EASEMENT
N.A.E.
= NON ACCESS EASEMENT
B.S.L.
= BUILDING SETBACK LINE
R
= RADIUS
L
= ARC LENGTH
P.O.B.
= POINT OF BEGINNING
Ac.t
= ACRES MORE CR LESS
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
S.F.t
= SQUARE FEET MORE OR LESS
supplemented, and an Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
NOTES ON
MONUMENTS AND w1ARKERS:
Acopted this ---------- day of ------------------, 2000.
CARMEL CITY PLAN COMMISSION
B". --- ---------------------
L. Lillig
Department of Community Services
Carmel, In. 46032
❑ Denotes a concrete right -,:f -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" 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.
SHEET 3 OF 6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 tA► I VVIn JIRLLI rruIv rr%rcn
PIC JOB #970495-30000
Ir
9
0