HomeMy WebLinkAbout064-94 SP Sutton Place Sec.2 Storm Structure.2Street
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See Sheet 15-
\ L
T.C. = 890.22
T.C. = 889.68
_
890 T.C. = 889.68
-
Full Depth
Granular 12 From N. •
Backfill I.E. = 885.49
885 107' -18" RCP e 0.46%
L I.E. = 885.97
49'-18" RCP
\ e 0.40%
880 ` I.E. = 886.18
49'-12" RCP
• 1.10%
I.E. = 886.72
/work/sutton/sec2/storC (50)
T.C. = 891.80
T.C. = 892.50
T.C. = 889.66
21 To S. 9 Full Depth M,
I.E. 885.49 Granular 25 0
2221 1811 RCP 0.20%
I.E. = 885.49
l-- I.E. = 885.67 I.E. = 886.11
87'-18" RCP
e 0.20%
Existing Grade T.C. = 888.50
ai 0.111% z X1j
I.E. = 886.71
+00
32' 27" 0.50 889.
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122
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LEGEND
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Q1 IE- 885.7
vv
97 �� ;
96 i
1
\ 0 to
v
0 00
/ ___ _
° ' L - tr. No. 2 0 �
--- ° -- 15' D dr U E C=W- -7-- t�
° ° _
° 160' 12" RCP • 1.26 x x 11E= 885.49 U 9z.t
Str. No. 219
--if-- _a9Q.5 15' DdcUE (n
\
IE- 887.50
70000 0@ ------ --`I-- --
M
\ 95
SECONDARY COLLECTOR STREET
Q 4" CONCRETE SIDEWALK
FULL DEPTH GRANULAR BACKFILL
PROPOSED SANITARY SEWER & MH
PROPOSED 6" LATERAL
PROPOSED STORM SEWER & INLET
EXISTING SEWER
* SIDEWALK CURB RAMPS
Cub romps to conform oft the
American Dwabdkm Act (ADA)
Section 4.7, -Curb R wnps"
(See Detail on Odd Sheet)
�
0
1
I
890
18" From E. & W.
°
• I.E. = 885.49
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T.C. = 890.22
T.C. = 889.68
_
890 T.C. = 889.68
-
Full Depth
Granular 12 From N. •
Backfill I.E. = 885.49
885 107' -18" RCP e 0.46%
L I.E. = 885.97
49'-18" RCP
\ e 0.40%
880 ` I.E. = 886.18
49'-12" RCP
• 1.10%
I.E. = 886.72
/work/sutton/sec2/storC (50)
T.C. = 891.80
T.C. = 892.50
T.C. = 889.66
21 To S. 9 Full Depth M,
I.E. 885.49 Granular 25 0
2221 1811 RCP 0.20%
I.E. = 885.49
l-- I.E. = 885.67 I.E. = 886.11
87'-18" RCP
e 0.20%
Existing Grade T.C. = 888.50
ai 0.111% z X1j
I.E. = 886.71
+00
32' 27" 0.50 889.
\\ 20
QJ
\\
122
L
CO
LEGEND
S�
4iy
Te`. do
fo
0
c& o qti>
Q)
Q) * �J
o
J
Tc= ssi5t6
Q1 IE- 885.7
vv
97 �� ;
96 i
1
\ 0 to
v
0 00
/ ___ _
° ' L - tr. No. 2 0 �
--- ° -- 15' D dr U E C=W- -7-- t�
° ° _
° 160' 12" RCP • 1.26 x x 11E= 885.49 U 9z.t
Str. No. 219
--if-- _a9Q.5 15' DdcUE (n
\
IE- 887.50
70000 0@ ------ --`I-- --
M
\ 95
SECONDARY COLLECTOR STREET
Q 4" CONCRETE SIDEWALK
FULL DEPTH GRANULAR BACKFILL
PROPOSED SANITARY SEWER & MH
PROPOSED 6" LATERAL
PROPOSED STORM SEWER & INLET
EXISTING SEWER
* SIDEWALK CURB RAMPS
Cub romps to conform oft the
American Dwabdkm Act (ADA)
Section 4.7, -Curb R wnps"
(See Detail on Odd Sheet)
T t' - Ont SG
T f` _ On1 7n
I.E. = 887.98
10" PVC •
877.83
I . E. = 882.09 -�
8" PVC •
878.56
T.C. = 891.80
T.C. = 890.50
Existing Grade
12„ RCP • 1.
I. E- = 887.50
I.E. = 885.49
N
0
LL
890
18" From E. & W.
°
• I.E. = 885.49
L'�
LU
885
a�
M I
21 To S.
LU
W
I.E. = 885.49
a'�
v
c
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V
N
N
T t' - Ont SG
T f` _ On1 7n
I.E. = 887.98
10" PVC •
877.83
I . E. = 882.09 -�
8" PVC •
878.56
T.C. = 891.80
T.C. = 890.50
Existing Grade
12„ RCP • 1.
I. E- = 887.50
I.E. = 885.49
+ + + + + + + + + + + + + +
U Mq �F0,�'''.
z.
No.
11036
STATE Of
AN/ONA� 00i
11-11;11111111110'�% '.
DATES AND REVISIONS TITLE Storm Str's. 206,207,212,214-220,227
Sutton Place Section 2
Clay Township, Hamilton County, Indiana
DESIGN BY DRAWN BY CHECKED APPROVED
ALK I RGS
� ,%yek rip 1'!`1`11
Planners, Inc.
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219
317/353-6161
14,14,111
N
f.
LL
890
18" From E. & W.
°
• I.E. = 885.49
L'�
LU
885
21 To S.
LU
W
I.E. = 885.49
+ + + + + + + + + + + + + +
U Mq �F0,�'''.
z.
No.
11036
STATE Of
AN/ONA� 00i
11-11;11111111110'�% '.
DATES AND REVISIONS TITLE Storm Str's. 206,207,212,214-220,227
Sutton Place Section 2
Clay Township, Hamilton County, Indiana
DESIGN BY DRAWN BY CHECKED APPROVED
ALK I RGS
� ,%yek rip 1'!`1`11
Planners, Inc.
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219
317/353-6161
14,14,111
June, 1994
90-08-2
Horz. V = 50'
Vert. V = 5'
1016 of 21
f.
=;/
June, 1994
90-08-2
Horz. V = 50'
Vert. V = 5'
1016 of 21