HomeMy WebLinkAbout102,103-00 East 96th St Auto Park SP.251
SECONDARY PLAT
EAST 96TH STREET AUTO PARK
C14
CV
RED HAWK TRUST
INST. NO. 88-12119
• •NOOK •• • ••
SCALE: 1'=100'
W
6
C'4
00
C7
O
u
5' N.P - _ 9
1
4'' 46 2 8
86'
SEE SHEET 3 10' U.E._ 10'
INGRESS/EGRESS ESMT. _
N o R=368.00' C15
R=350.00 C 16 L=184.36,
N 8958'44' W 368.31'
LZO
N 90'00'00"E 612.55' 25' U. E. S 34'53'52' ES 90'00'0 W 615.34'21.47 X5000' C9 L_1N 34'53'52' W91.9x'- t 92.45�C1 ti
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o INST. N0. -:,6-3609028 34 .a 28.23
-t - NOR
44" E S 79.46 30;
' 1 ZZ1 • -
75.70' N 00'01'16' E HAMIILLTONPTION COUNTY 63 EL(
r - 18.50' INST. NO. 98-61332 N 89'58'44' W D.R
35.00'
6.
S.W. COR., S.E. 1/4
SEC. 8, T.17N., ft 4E.
NEW HARRISON MON. FOUND
NO REFERENCE TIES
ARE STILL REMAINING
I
I� l
N I
S.E.
Ln CNLn
�i I
I
to
CHORD
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1
•
C1
15'57'29'
- Z
y
N
z�
N
5W I
I �\ \tea
ZI
150'
41.78'
41.64'
21.03'
N 07'50'24' W
C3
15'57'29'
175'
s
CD 2,
24.53'
ZE
I�
o
w
O
Vi I
48.74'
48.58'
24.53'
N 07'50'24' W
C5
15'57'29'
150'
41.78'
d
25' U. E.
N 07'50'24' W
C6
15'57'29'
a
34.81'
I
W
N 07'50'24' W
I
81'01'22'
IIIA
55.15'
50.67'
33.32'
N 40'22'11' W
C8
III
39'
55.06'
BLOCK A
I
N 40'34'59' E
C9
I
wI
184.36'
w
1
I I
359582 S.F. n t
8.255 Ac t 0
W
n
��N
38.45'
19.25
N 7753'01' E
V�1
6'05'47'
368'
N
U
I
N 7758'45' E
I
C:)
60'
A I
_'I
222.52'
ZI
�
7454'35'
78'
1 I I
I
INST. NO. 96-36090
N 3726'02' W
C14
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1
=
u
5' N.P - _ 9
1
4'' 46 2 8
86'
SEE SHEET 3 10' U.E._ 10'
INGRESS/EGRESS ESMT. _
N o R=368.00' C15
R=350.00 C 16 L=184.36,
N 8958'44' W 368.31'
LZO
N 90'00'00"E 612.55' 25' U. E. S 34'53'52' ES 90'00'0 W 615.34'21.47 X5000' C9 L_1N 34'53'52' W91.9x'- t 92.45�C1 ti
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362019 S.F_t
8.311 Act
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/5'WIDE ELECTRIC UNE
10.02' `*'a EASEMENT =OR ANCHORS N 45'08'20" E+, N 44'51'40' W
o INST. N0. -:,6-3609028 34 .a 28.23
-t - NOR
44" E S 79.46 30;
' 1 ZZ1 • -
75.70' N 00'01'16' E HAMIILLTONPTION COUNTY 63 EL(
r - 18.50' INST. NO. 98-61332 N 89'58'44' W D.R
35.00'
6.
S.W. COR., S.E. 1/4
SEC. 8, T.17N., ft 4E.
NEW HARRISON MON. FOUND
NO REFERENCE TIES
ARE STILL REMAINING
= SEWER, DRAINAGE AND UTILITY EASEMENT
M
w
= DRAINAGE EASEMENT
S.E.
CURVE/
DELTA
RADIUS
W N
CHORD
TANGENT
LO
C1
15'57'29'
I
34.81'
o
z�
N
N 07'50'24' W
C2
15'57'29'
150'
41.78'
41.64'
u
5' N.P - _ 9
1
4'' 46 2 8
86'
SEE SHEET 3 10' U.E._ 10'
INGRESS/EGRESS ESMT. _
N o R=368.00' C15
R=350.00 C 16 L=184.36,
N 8958'44' W 368.31'
LZO
N 90'00'00"E 612.55' 25' U. E. S 34'53'52' ES 90'00'0 W 615.34'21.47 X5000' C9 L_1N 34'53'52' W91.9x'- t 92.45�C1 ti
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362019 S.F_t
8.311 Act
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/5'WIDE ELECTRIC UNE
10.02' `*'a EASEMENT =OR ANCHORS N 45'08'20" E+, N 44'51'40' W
o INST. N0. -:,6-3609028 34 .a 28.23
-t - NOR
44" E S 79.46 30;
' 1 ZZ1 • -
75.70' N 00'01'16' E HAMIILLTONPTION COUNTY 63 EL(
r - 18.50' INST. NO. 98-61332 N 89'58'44' W D.R
35.00'
6.
S.W. COR., S.E. 1/4
SEC. 8, T.17N., ft 4E.
NEW HARRISON MON. FOUND
NO REFERENCE TIES
ARE STILL REMAINING
= SEWER, DRAINAGE AND UTILITY EASEMENT
CURVE DATA
= DRAINAGE EASEMENT
S.E.
CURVE/
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
C1
15'57'29'
125'
34.81'
o
o
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'
W
CD 2,
24.53'
N 07'50'24' W
I�
o
w
O
Vi I
48.74'
48.58'
24.53'
N 07'50'24' W
C5
15'57'29'
150'
41.78'
d
1 I
N 07'50'24' W
C6
15'57'29'
a
34.81'
I
W
N 07'50'24' W
I
81'01'22'
IIIA
55.15'
50.67'
33.32'
N 40'22'11' W
C8
8053'18'
39'
55.06'
50.60'
I
N 40'34'59' E
C9
3010'49'
350'
184.36'
182.24'
94.37'
S 89'58'44' E
C10
N
368'
��N
38.45'
19.25
N 7753'01' E
C11
6'05'47'
368'
39.16'
39.14'
I
N 7758'45' E
5' WIDE ELECTRIC LINE
149'49'11
60'
156.89'
1
222.52'
EASEMENT FOR ANCHORS
I
7454'35'
78'
1 I I
94.87'
INST. NO. 96-36090
N 3726'02' W
C14
7454'35"
1
101.98'
N 06'28'58" E
I
N 3728'34" E
C15
I
I15'
368'
36.81'
96.62'
48.73'
S 8958'44' E
C16
STORM SEWER EASEMENT
350'
15' U.E
91.89'
46.35'
S 89'58'44' E
INST NO 93-1749
149'49'11'
60'
u
5' N.P - _ 9
1
4'' 46 2 8
86'
SEE SHEET 3 10' U.E._ 10'
INGRESS/EGRESS ESMT. _
N o R=368.00' C15
R=350.00 C 16 L=184.36,
N 8958'44' W 368.31'
LZO
N 90'00'00"E 612.55' 25' U. E. S 34'53'52' ES 90'00'0 W 615.34'21.47 X5000' C9 L_1N 34'53'52' W91.9x'- t 92.45�C1 ti
I cn 100.56'
0
N I N
U' o
J J
("i I Cr
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I
LOT 1
362019 S.F_t
8.311 Act
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\ I
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2
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S 89'
Ch
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3.
CD
/5'WIDE ELECTRIC UNE
10.02' `*'a EASEMENT =OR ANCHORS N 45'08'20" E+, N 44'51'40' W
o INST. N0. -:,6-3609028 34 .a 28.23
-t - NOR
44" E S 79.46 30;
' 1 ZZ1 • -
75.70' N 00'01'16' E HAMIILLTONPTION COUNTY 63 EL(
r - 18.50' INST. NO. 98-61332 N 89'58'44' W D.R
35.00'
6.
S.W. COR., S.E. 1/4
SEC. 8, T.17N., ft 4E.
NEW HARRISON MON. FOUND
NO REFERENCE TIES
ARE STILL REMAINING
SOURCE OF TITLE: INST. NO. 98-9276
N 89'58'44" W
Hl RI _LINE 5' N.A.E 15' U.E. - o ^ ^ 15' U.E. 5'
"77N - 5 - N N -
?' T N 89'58'44' W N 450.00'
;IC UNE EASEMEN- C'42 0 63' ELECTRIC
35, PAGE 1481242.63' D.R. 235,
� �
897.71' --- - Z
96TH STREET 1318.37
S" UNE, S.E. 1/4, SEC. 8, T.17N, R.4E. S 89'58'44' E 2689.16'
S., D
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and an Ordinance adopted by the Common Council of tl-e City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
LEGEND
& U.E.
= SEWER, DRAINAGE AND UTILITY EASEMENT
CURVE DATA
= DRAINAGE EASEMENT
S.E.
CURVE/
DELTA
RADIUS
LENGTH
CHORD
TANGENT
CH.BRG.
C1
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'
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
C6
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'
N 40'22'11' 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 89'58'44' 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 89'58'44' E
C17
149'49'11'
60'
156.89'
115.86'
222.52'
N OOUt'16' E
C18
1454'35'
78'
101.98'
94.87'
59.75'
N 37-26'02_1_
C19
107'21'39'
78'
1 146.16'
125.69'
106.11'
N 21'15'02' E
SOURCE OF TITLE: INST. NO. 98-9276
N 89'58'44" W
Hl RI _LINE 5' N.A.E 15' U.E. - o ^ ^ 15' U.E. 5'
"77N - 5 - N N -
?' T N 89'58'44' W N 450.00'
;IC UNE EASEMEN- C'42 0 63' ELECTRIC
35, PAGE 1481242.63' D.R. 235,
� �
897.71' --- - Z
96TH STREET 1318.37
S" UNE, S.E. 1/4, SEC. 8, T.17N, R.4E. S 89'58'44' E 2689.16'
S., D
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and an Ordinance adopted by the Common Council of tl-e City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
LEGEND
& U.E.
= SEWER, DRAINAGE 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 OR LESS
S.F.t
= SQUARE FEET MORE OR LESS
Adopted this ---------- day of ---------------- 2000. NOTES ON MONUMENTS AND MARKERS:
❑ Denotes a concrete right-of-woy monument found.
CARMEL 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.
BY: -------------------------------
L. Lillig • Denotes a "Copperweld", 5/8" Dia. copper tooted steel rod
Deportment of Community `.services 6" long with 1 1/2" Dio. tapered brass cap having a cut "x"
Carmel, In. 46032 in top, to be set, flush with finish street surface over
0 5/8" Dio. x 30" long steel rebar.
SHEET 2 OF 6
rweT Hero CTOCCT AH Tn DADV
THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. #29700012 ,., ... .. •..__ • . •_ . _
PIC JOB #970495-30000