HomeMy WebLinkAbout102,103-00 East 96th St Auto Park SP.4SECONDARY PLAT
EAST 96TH STREET AUTO PARK
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415-55
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C do J COMPANY, LLC
INST. NO. 93-62548
S 89'44'52` E 1318.37'
415.55'936.85'
NORTH UNE, S. 1/2, S.E. 1/4, SEC. 8, T.17%L, R.4E. %
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DONALD BOTTAMILLER
/ INST. NO. 96-3197
89'58'44' W- 368.31_
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N 90,'OO'CO" E 612.55'-
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89'58'44' W- 368.31_
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S 90'00'0( W 615.34'
\ 121.47'
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125'
34.81'
34.70'
N 07'50'24' W
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S 90'00'0( W 615.34'
\ 121.47'
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125'
34.81'
34.70'
N 07'50'24' W
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41.78'
41.64'
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100.56'
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15'57'29'
175'
48.74'
CD
24.53'
N 07'50'24' W
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15'57'29'
175'
1 48.74'
48.58'
24.53'
N 07'50'24' W
C5
15'57'29'
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21.03'
N 07"50'24' W
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125'
34.81'
34.70'
17.52'
N 07'50'24' W
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81'01'22'
39'
55.15'
50.67'
33.32' 1
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55.06'
50.60'
33.24'
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30'10'49
350'
184.36'
182.24'
WI N
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5'59'23"
368'
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19.25
N 77'53'01' E
C11
6'05'47'
LOT 1
o I N 3
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19.60'
N 7758'45' E
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362019 S.F.t
i/ N
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222.52'
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I 8.311 Act
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78'
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94.87'
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74'54'35'
78'
101.98'
94.87'
SOURCE OF TITLE: INST. NO. 98-9276
SEE SHEET 1
LEGEND
VERA J. HINSHAW
INST, NO. 95-66870
S., D. & U.E. = SEWER, DRAINAGE AND UTILITY EASEMENT
D.E.
CURVE DATA
S. E.
CURVE/
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
Cl
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
15'57'29'
175'
1 48.74'
48.58'
24.53'
N 07'50'24' W
C5
15'57'29'
150'
41.78'
41.64'
21.03'
N 07"50'24' W
06
15'57'29'
125'
34.81'
34.70'
17.52'
N 07'50'24' W
C7
81'01'22'
39'
55.15'
50.67'
33.32' 1
N 40'22'11' W
C8
80'53'18'
39'
55.06'
50.60'
33.24'
N 40'34'59" E
C9
30'10'49
350'
184.36'
182.24'
94.37'
S 89'58'44' E
C10
5'59'23"
368'
38.47'
38.45'
19.25
N 77'53'01' 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
74'54'35'
78'
101.98'
94.87'
59.75'
N 3726'02 . W
C14
74'54'35'
78'
101.98'
94.87'
59.75'
N 3728'34' E
C15
15'05'13'
368'
1 96.90'
96.62'
48.73'
S 89'58'44' E
C16
15'05'13'
350'
92.16'
91.89'
46.35'
S 89'58'44' E
C17
149'49'11'
60'
156.89'
115.86'
222.52'
N 00'01'16' E
C18
74'54'35'
78'
101.98'
94.87'
59.75'
N 3726'02' W
C19
10721'39"
1 78'
146.16'
1 125.69'
1 106.11' I
N 21'15'02' E
SOURCE OF TITLE: INST. NO. 98-9276
SEE SHEET 1
LEGEND
VERA J. HINSHAW
INST, NO. 95-66870
S., D. & U.E. = SEWER, DRAINAGE AND UTILITY EASEMENT
NOTES ON MONUMENTS AND MARKERS:
Adopted this ---------- day of --_------------ 2000. ❑ Denotes a concrete right-of-way monument found.
-ARMEL CITY PLAN COMMISSION ■ Denotes a 4"x4"x36" long precast concrete monument with
cross cast in top to be set, where shown, flush with finish
grade.
3Y: ----------------------- -------
L. Lillig • Denotes a "Copperweld", 5/8" Dia. copper coated steel rod
Deportment of Community Services 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
Carmel, In. 46032 a 5/8" Dia. x 30" long steel rebar.
SHEET 4 OF 6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. X129700012 EAST 9b IH SIHLLI AUIU FAKK
PIC JOB #970495-30000
E1
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
Pursuant to the requiremen`.s of Indiana Code 36-7-4 et seq as amended or
Ac.f =
ACRES MORE OR LESS
supplemented, and an Ordinance adopted by the Common Council of the City of
S.F.t
= SQUARE FEET MORE OR LESS
�ormel, Indiana, this plat was given approval by the City of Carmel as follows:
NOTES ON MONUMENTS AND MARKERS:
Adopted this ---------- day of --_------------ 2000. ❑ Denotes a concrete right-of-way monument found.
-ARMEL CITY PLAN COMMISSION ■ Denotes a 4"x4"x36" long precast concrete monument with
cross cast in top to be set, where shown, flush with finish
grade.
3Y: ----------------------- -------
L. Lillig • Denotes a "Copperweld", 5/8" Dia. copper coated steel rod
Deportment of Community Services 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
Carmel, In. 46032 a 5/8" Dia. x 30" long steel rebar.
SHEET 4 OF 6
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. X129700012 EAST 9b IH SIHLLI AUIU FAKK
PIC JOB #970495-30000
E1