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Name
Delta
Radius
Length
Bearing
Chord
Tangent
C-1
D = 59°18'30"
250.00
258.78
N 29039'15" E
247.38
142.33
C-2
D = 120°41'30"
201.32
424.07
S 60020'45" E
349.90
353.61
C-3
D = 62°13'11"
201.32
218.62
S 89034'54" E
208.04
121.49
C-4
D = 58°28'18"
201.32
205.45
S 29°14'09" E
196.65
112.68
C-5
D = 30°41'30"
500.00
267.83
S 15.20'45" E
264.64
137.21
C�
D = 6°01'34"
1000.00
105.18
S 33042'17" E
105.13
52.64
C-7
D = 38°58'22"
315.57
214.65
S 11°12'18" E
210.54
111.67
to
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N N
O 6
900 Z Z
T.C. = 898.00
T.C. = 895.30
8951
880110" PVC e 0.30%
815
(50)
I.E. = 880.17 I.E. = 879.76
O
N
z
124' - 10" PVC e 0.30%
I.E. = 879.66 I.E. = 879.29
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LEGEND
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SECONDARY COLLECTOR STREET
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FULL DEPTH GRANULAR BACKFILL
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PROPOSED SANITARY SEWER do MH
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PROPOSED 6" LATERAL
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PROPOSED STORM SEWER do INLET
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EXISTING SEWER
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SIDEWALK CURB RAMPS
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Amerism OnabMa Act (ADk)
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Section 4.7, 'cure Romps"
(Sees Demi on Detest Sheet)
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0
% Grade 0.60
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% Grade -2.20
--
% Grade -2.20
9, Grade
T.C. = 892.70
Existing Grode
2 g8
--
T.C. 890.50
% Grade -1.00
�
I.E. = 879.19
Full Depth
Full Depth Granular
Granular Backfill
Backfill /.1
����/ 27" RCP •
/12" RCP •
803.�������� 882.36
10' From • 10" To w��� ,�e 1-U j
I.E. = 878.02 I.E. = 877.89j51 ' - 8 PVC
366 - 10 PVC • 0.30 �/ 2
I.E. = 878.09 J `- I.E. = 878.09
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DATES AND REV
_ No. -
11036 x_
O.t STATE OF . i�!
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t
I.E. = 880.60
0
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9; Grade _ 9
8" To S. •
I.E. = 879.49
97
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co
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T.C.
= 892.30
V1. 98
I
890-30
Existing Grade
Full Depth
Granular -
Backfili
235 - 8" PVC 1.00%
I.E. = 879.69
8
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S IIILt
Sutton Place Ct. (North & South) & Sutton Place Cir.
Sutton Place Section 2
Clay Township, Hamilton County, Indiana
DESIGN BY DRAWN BY CHECKED APPROVED
ALK I RGS
I.E. = 882.04
vch r 41 r e ek it
Planners, Inc.
C1
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219
317/353-6161
1880
No. \
14 S-0529
STATE OF
i ►t1 3>l�
June, 1994
3 NO. 90-08-2
ALE Hon. 1" = 50'
Vert. 1" = 5'
EET NO.
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