HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 12COMPACTED
GRANULAR
BACKFILL
REQUIRED
If)
cn
Lfi
GD
ro
GD
70
850
5+00
z
z
0Ij o
Z
c' 86O
dui
&net_
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
840
30 LF OF 12"
RC D 1.24%
0
ci
9+00
0
0 0 i-
0 F---
h. :i.:_.. o w_ r cf L
-.-n
co 00 oo
0 >XL- I Ci 0 1
LI-1 c o
7-
Z J
I- 1 1>--
_J c o
We W I-- N
N X .LL.1 In
rr .t.d rn
F- 0 I i- 0 I
i...: V) r---:z cc
13 LF OF
RCP 0.54%
38 LF OF 15"
RCP 0 1.51%
35 LF OF 15"_j
RCP 1.11%
6+00
8+00
t \_,PROPOSED
NV. ELEV.
4
PROPOSED 3"
WATERMAIN
1
8' PVC SDR-35
337.51
c\I
N
N
Li)
CD
7+00
870
Lc)
LL
0
F-
U)
850
CC
0
Lj
LLJ
N
LA 0
CC 00
0
I Z
Li 0
ct
0
Ili -1 z
N
Z
0< I u
2 X (f)
36 LF OF 15"
RCP 0.94%
LF OF 151
RCP 1.53%
5+00
860
ci
2
(r)
870
850
PROPOSED 18" RCP
(N) INV. ELEV. 841.85-A
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 842.95
SEE STORMTEC DETAIL SHEET C802A
FOR HEADER PIPE INFORMATION
840 PROPOSED 18" RCP
(E) INV. ELEV. 841.85
840
5 LF OF 15"
RCP 1.96%
CC
0
Z LL
1.4.1
Z ON
L,LI 0
X CO
0)1 Z Z
to I C11
uj a. w m R d 870
L.11_1
__I0 N Li Z
N 0
I
z r-- w
I uj
1- rx (r)
860
5+00
850
00
LF OF 21"
P 0.35%
21"
3%
N
0
(N
A
In ill
<(I)
U)
V)
(5,T
-0
2‹
mu)
�D
ci
360
841.95
0
CD
GD
841.95
Z
U..1
D
Z O cr
x
r 0
z
Cr_ c 3
i-
0 b. 0
UI
0 w CD
N
Z
I Lai LLI
2 X (J) I
SEE HEADER DETAIL.
SHEET 0802A
870
860
Lt)
I-
C))
(c.
N
ci
z
850
RETAINNING WALL
TOP OF WALL 849.0
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
U EOR HEADER PIPE INFORMATION
84
I
I
5+00
I I
I
I
I
I
I
I
I
I
past
T.C. ELEV 849.77
NV. ELEV 843.72
STORMTEC ISLAND (WEST)
...A R iM 1111 U U W ••••1111111•111111•1111•11111 MI WIN NM HI
STORMIERUNDERGROUND SIORACE
29 ROWS x 12 CHAMMRS (140%;90')
ROWS x 4 Cii.NLERS (45'00
BOTIN UNC 843,50
2 YR Ft 843.
10 ELt E
(30 YR.
S FREE "B"
C
Norsinomm •NIN moo arminsomm
(504
STORIATEC ISLA D
1) TE Frois oo cH na rr UND 11
2 YR 3,
0 FL 7
ELI "B"
II I 111 I 111
I
6+00
5 03)
z
z
6
0
to 0
z
co 0
C
F-
0_ _r
1- ct
TREE :T ''c"
44fi.
10' 811 NC LINE
I
91 LF OF 12"
RCP 0.49%
'/1
REQUIRED
5+00
8'
870
111410.11111,
0
0
850
o 860
L L.
i
4
Fl
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
PROPOSED 12" RCP
(NW) INV. ELEV 842.74
PROPOSED 12" RCP
(E) INV. ELEV 842.74
840
STREET "E"
1
I
I
0
U)
I
z
w 0
z
0
Z
0
0 (I)
I
CO
1.1..1 co
1
LL1
1-
_1 c o
W I- N
.Di rn
0__J
Z
TREE(
0
F-
U)
7/
/COMPACTED
GRANULAR
BACKFILL
REQUIRED
842.74
PROPOSED
`WATERMAIN
62 LF OF 12"
RCP 0.74%
7+00
4"SSEI
1 W4101.91 1 1.1
/PROPOSED 12" RCP
(N) INV. ELEV. 843.72
1
[PROPOSED 8" PVC SDR-35
INV. ELEV. 840.03
I I
t
165 LF OF 18" RCP 0.35%
6+00
Ii
4
842.16
cNi
36 LF OF 18"
RCP 0.45%
_J
4 0
5+
870
860
850
840
PROPOSED 8"
WATERMAIN
00
RETAINNING WALL
TOP OF WALL 849.0
CJ
in
ci
x 18
SIRE
„COMPACTE
GRANULAR
BACKFILL
REQUIRED
72 LF OF 12"
RCP 0.50%
0
0
Lt)
870
LLI
z
UO
1.1.1 Z
CD
oo
U 0
_J 0 Lo
WIN
Z
I
cr
850
840
5+00
41111MIN.M.
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
PROPOSED 21" RCP
(E) INV. ELEV. 843.65
LL1
D Di
o
o_ z
DRAWING
D ATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
\TUBE FILE
2308701
12/16/05
2308
MG
C7O2
MPA MELTON-PACKARD ASSOCIATES
Civil Engineers Land Planners
8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250
STORM PLAN AND PROFILE
116TH STREET CENTRE
EAST lifith STREET COLLEGE AVENUE
CARMEL, INDIANA
NO. 714 STA 5+00
723 STA 6+66
735 STA 5+00
714 STA 7+01
STA 5+05
STA 7+63
STA 6+15
R —1772—C
ISTR. NO. 717 STA 5+44
43.86
MOD" W/NEENA
G REVD.
8 STA 6f03
11
in
tri
co
/1;
I
C011CA6E1:/
GRANULAR
BACKF1LL
REQUIRED
7
PROPOSED
WATERMAIN
B44 --7 o
8"
1
f PROPOSED
L I NV.
ELEV,
838.92
I
8" PVC SDR-35
59 LF OF 15
RCP 2.03T,
44 LF
RCP
OF 15"
3.43%
COMPACTED
GRANULAR
BACKFILL
REQUIRED
If)
cn
Lfi
GD
ro
GD
70
850
5+00
z
z
0Ij o
Z
c' 86O
dui
&net_
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
840
30 LF OF 12"
RC D 1.24%
0
ci
9+00
0
0 0 i-
0 F---
h. :i.:_.. o w_ r cf L
-.-n
co 00 oo
0 >XL- I Ci 0 1
LI-1 c o
7-
Z J
I- 1 1>--
_J c o
We W I-- N
N X .LL.1 In
rr .t.d rn
F- 0 I i- 0 I
i...: V) r---:z cc
13 LF OF
RCP 0.54%
38 LF OF 15"
RCP 0 1.51%
35 LF OF 15"_j
RCP 1.11%
6+00
8+00
t \_,PROPOSED
NV. ELEV.
4
PROPOSED 3"
WATERMAIN
1
8' PVC SDR-35
337.51
c\I
N
N
Li)
CD
7+00
870
Lc)
LL
0
F-
U)
850
CC
0
Lj
LLJ
N
LA 0
CC 00
0
I Z
Li 0
ct
0
Ili -1 z
N
Z
0< I u
2 X (f)
36 LF OF 15"
RCP 0.94%
LF OF 151
RCP 1.53%
5+00
860
ci
2
(r)
870
850
PROPOSED 18" RCP
(N) INV. ELEV. 841.85-A
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 842.95
SEE STORMTEC DETAIL SHEET C802A
FOR HEADER PIPE INFORMATION
840 PROPOSED 18" RCP
(E) INV. ELEV. 841.85
840
5 LF OF 15"
RCP 1.96%
CC
0
Z LL
1.4.1
Z ON
L,LI 0
X CO
0)1 Z Z
to I C11
uj a. w m R d 870
L.11_1
__I0 N Li Z
N 0
I
z r-- w
I uj
1- rx (r)
860
5+00
850
00
LF OF 21"
P 0.35%
21"
3%
N
0
(N
A
In ill
<(I)
U)
V)
(5,T
-0
2‹
mu)
�D
ci
360
841.95
0
CD
GD
841.95
Z
U..1
D
Z O cr
x
r 0
z
Cr_ c 3
i-
0 b. 0
UI
0 w CD
N
Z
I Lai LLI
2 X (J) I
SEE HEADER DETAIL.
SHEET 0802A
870
860
Lt)
I-
C))
(c.
N
ci
z
850
RETAINNING WALL
TOP OF WALL 849.0
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
U EOR HEADER PIPE INFORMATION
84
I
I
5+00
I I
I
I
I
I
I
I
I
I
past
T.C. ELEV 849.77
NV. ELEV 843.72
STORMTEC ISLAND (WEST)
...A R iM 1111 U U W ••••1111111•111111•1111•11111 MI WIN NM HI
STORMIERUNDERGROUND SIORACE
29 ROWS x 12 CHAMMRS (140%;90')
ROWS x 4 Cii.NLERS (45'00
BOTIN UNC 843,50
2 YR Ft 843.
10 ELt E
(30 YR.
S FREE "B"
C
Norsinomm •NIN moo arminsomm
(504
STORIATEC ISLA D
1) TE Frois oo cH na rr UND 11
2 YR 3,
0 FL 7
ELI "B"
II I 111 I 111
I
6+00
5 03)
z
z
6
0
to 0
z
co 0
C
F-
0_ _r
1- ct
TREE :T ''c"
44fi.
10' 811 NC LINE
I
91 LF OF 12"
RCP 0.49%
'/1
REQUIRED
5+00
8'
870
111410.11111,
0
0
850
o 860
L L.
i
4
Fl
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
PROPOSED 12" RCP
(NW) INV. ELEV 842.74
PROPOSED 12" RCP
(E) INV. ELEV 842.74
840
STREET "E"
1
I
I
0
U)
I
z
w 0
z
0
Z
0
0 (I)
I
CO
1.1..1 co
1
LL1
1-
_1 c o
W I- N
.Di rn
0__J
Z
TREE(
0
F-
U)
7/
/COMPACTED
GRANULAR
BACKFILL
REQUIRED
842.74
PROPOSED
`WATERMAIN
62 LF OF 12"
RCP 0.74%
7+00
4"SSEI
1 W4101.91 1 1.1
/PROPOSED 12" RCP
(N) INV. ELEV. 843.72
1
[PROPOSED 8" PVC SDR-35
INV. ELEV. 840.03
I I
t
165 LF OF 18" RCP 0.35%
6+00
Ii
4
842.16
cNi
36 LF OF 18"
RCP 0.45%
_J
4 0
5+
870
860
850
840
PROPOSED 8"
WATERMAIN
00
RETAINNING WALL
TOP OF WALL 849.0
CJ
in
ci
x 18
SIRE
„COMPACTE
GRANULAR
BACKFILL
REQUIRED
72 LF OF 12"
RCP 0.50%
0
0
Lt)
870
LLI
z
UO
1.1.1 Z
CD
oo
U 0
_J 0 Lo
WIN
Z
I
cr
850
840
5+00
41111MIN.M.
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
PROPOSED 21" RCP
(E) INV. ELEV. 843.65
LL1
D Di
o
o_ z
DRAWING
D ATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
\TUBE FILE
2308701
12/16/05
2308
MG
C7O2
MPA MELTON-PACKARD ASSOCIATES
Civil Engineers Land Planners
8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250
STORM PLAN AND PROFILE
116TH STREET CENTRE
EAST lifith STREET COLLEGE AVENUE
CARMEL, INDIANA
NO. 714 STA 5+00
723 STA 6+66
735 STA 5+00
714 STA 7+01
STA 5+05
STA 7+63
STA 6+15
R —1772—C
43.86
n
.4-
�1 STA 5fO
200 LF
----73 LF OF 12"
RCP 0.50%
59 LF
RCP
OF 15"
0.31%
T ELEV. 8�7�
INLET TYPE
n-3286-8v CA.
T.C. ELEV. 848.(
INLET TYPE a—
R-4342 CASTINI
LSTR. 7 NO.
14
RC
T.C. ELEV. 850
MANHOLE TYPE
r‘ 17 7L C �AE
20 LF
RCP
OF
0.46%
151
L _36
RCP
LF OF
43 LF
L RCP
21"
0.24%
7 7 7 /4 /7
1//71
1
COMPACTED
GRANULAR
BACKFILL
REQUIRED
If)
cn
Lfi
GD
ro
GD
70
850
5+00
z
z
0Ij o
Z
c' 86O
dui
&net_
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
840
30 LF OF 12"
RC D 1.24%
0
ci
9+00
0
0 0 i-
0 F---
h. :i.:_.. o w_ r cf L
-.-n
co 00 oo
0 >XL- I Ci 0 1
LI-1 c o
7-
Z J
I- 1 1>--
_J c o
We W I-- N
N X .LL.1 In
rr .t.d rn
F- 0 I i- 0 I
i...: V) r---:z cc
13 LF OF
RCP 0.54%
38 LF OF 15"
RCP 0 1.51%
35 LF OF 15"_j
RCP 1.11%
6+00
8+00
t \_,PROPOSED
NV. ELEV.
4
PROPOSED 3"
WATERMAIN
1
8' PVC SDR-35
337.51
c\I
N
N
Li)
CD
7+00
870
Lc)
LL
0
F-
U)
850
CC
0
Lj
LLJ
N
LA 0
CC 00
0
I Z
Li 0
ct
0
Ili -1 z
N
Z
0< I u
2 X (f)
36 LF OF 15"
RCP 0.94%
LF OF 151
RCP 1.53%
5+00
860
ci
2
(r)
870
850
PROPOSED 18" RCP
(N) INV. ELEV. 841.85-A
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 842.95
SEE STORMTEC DETAIL SHEET C802A
FOR HEADER PIPE INFORMATION
840 PROPOSED 18" RCP
(E) INV. ELEV. 841.85
840
5 LF OF 15"
RCP 1.96%
CC
0
Z LL
1.4.1
Z ON
L,LI 0
X CO
0)1 Z Z
to I C11
uj a. w m R d 870
L.11_1
__I0 N Li Z
N 0
I
z r-- w
I uj
1- rx (r)
860
5+00
850
00
LF OF 21"
P 0.35%
21"
3%
N
0
(N
A
In ill
<(I)
U)
V)
(5,T
-0
2‹
mu)
�D
ci
360
841.95
0
CD
GD
841.95
Z
U..1
D
Z O cr
x
r 0
z
Cr_ c 3
i-
0 b. 0
UI
0 w CD
N
Z
I Lai LLI
2 X (J) I
SEE HEADER DETAIL.
SHEET 0802A
870
860
Lt)
I-
C))
(c.
N
ci
z
850
RETAINNING WALL
TOP OF WALL 849.0
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
U EOR HEADER PIPE INFORMATION
84
I
I
5+00
I I
I
I
I
I
I
I
I
I
past
T.C. ELEV 849.77
NV. ELEV 843.72
STORMTEC ISLAND (WEST)
...A R iM 1111 U U W ••••1111111•111111•1111•11111 MI WIN NM HI
STORMIERUNDERGROUND SIORACE
29 ROWS x 12 CHAMMRS (140%;90')
ROWS x 4 Cii.NLERS (45'00
BOTIN UNC 843,50
2 YR Ft 843.
10 ELt E
(30 YR.
S FREE "B"
C
Norsinomm •NIN moo arminsomm
(504
STORIATEC ISLA D
1) TE Frois oo cH na rr UND 11
2 YR 3,
0 FL 7
ELI "B"
II I 111 I 111
I
6+00
5 03)
z
z
6
0
to 0
z
co 0
C
F-
0_ _r
1- ct
TREE :T ''c"
44fi.
10' 811 NC LINE
I
91 LF OF 12"
RCP 0.49%
'/1
REQUIRED
5+00
8'
870
111410.11111,
0
0
850
o 860
L L.
i
4
Fl
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
PROPOSED 12" RCP
(NW) INV. ELEV 842.74
PROPOSED 12" RCP
(E) INV. ELEV 842.74
840
STREET "E"
1
I
I
0
U)
I
z
w 0
z
0
Z
0
0 (I)
I
CO
1.1..1 co
1
LL1
1-
_1 c o
W I- N
.Di rn
0__J
Z
TREE(
0
F-
U)
7/
/COMPACTED
GRANULAR
BACKFILL
REQUIRED
842.74
PROPOSED
`WATERMAIN
62 LF OF 12"
RCP 0.74%
7+00
4"SSEI
1 W4101.91 1 1.1
/PROPOSED 12" RCP
(N) INV. ELEV. 843.72
1
[PROPOSED 8" PVC SDR-35
INV. ELEV. 840.03
I I
t
165 LF OF 18" RCP 0.35%
6+00
Ii
4
842.16
cNi
36 LF OF 18"
RCP 0.45%
_J
4 0
5+
870
860
850
840
PROPOSED 8"
WATERMAIN
00
RETAINNING WALL
TOP OF WALL 849.0
CJ
in
ci
x 18
SIRE
„COMPACTE
GRANULAR
BACKFILL
REQUIRED
72 LF OF 12"
RCP 0.50%
0
0
Lt)
870
LLI
z
UO
1.1.1 Z
CD
oo
U 0
_J 0 Lo
WIN
Z
I
cr
850
840
5+00
41111MIN.M.
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
PROPOSED 21" RCP
(E) INV. ELEV. 843.65
LL1
D Di
o
o_ z
DRAWING
D ATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
\TUBE FILE
2308701
12/16/05
2308
MG
C7O2
MPA MELTON-PACKARD ASSOCIATES
Civil Engineers Land Planners
8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250
STORM PLAN AND PROFILE
116TH STREET CENTRE
EAST lifith STREET COLLEGE AVENUE
CARMEL, INDIANA
NO. 714 STA 5+00
723 STA 6+66
735 STA 5+00
714 STA 7+01
STA 5+05
STA 7+63
STA 6+15
R —1772—C
43.86
n
.4-
200 LF
----73 LF OF 12"
RCP 0.50%
59 LF
RCP
OF 15"
0.31%
OF 15" RCP
0.35%
14
RC
20 LF
RCP
OF
0.46%
151
L _36
RCP
LF OF
43 LF
L RCP
21"
0.24%
OF
0.2
COMPACTED
GRANULAR
BACKFILL
REQUIRED
If)
cn
Lfi
GD
ro
GD
70
850
5+00
z
z
0Ij o
Z
c' 86O
dui
&net_
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
840
30 LF OF 12"
RC D 1.24%
0
ci
9+00
0
0 0 i-
0 F---
h. :i.:_.. o w_ r cf L
-.-n
co 00 oo
0 >XL- I Ci 0 1
LI-1 c o
7-
Z J
I- 1 1>--
_J c o
We W I-- N
N X .LL.1 In
rr .t.d rn
F- 0 I i- 0 I
i...: V) r---:z cc
13 LF OF
RCP 0.54%
38 LF OF 15"
RCP 0 1.51%
35 LF OF 15"_j
RCP 1.11%
6+00
8+00
t \_,PROPOSED
NV. ELEV.
4
PROPOSED 3"
WATERMAIN
1
8' PVC SDR-35
337.51
c\I
N
N
Li)
CD
7+00
870
Lc)
LL
0
F-
U)
850
CC
0
Lj
LLJ
N
LA 0
CC 00
0
I Z
Li 0
ct
0
Ili -1 z
N
Z
0< I u
2 X (f)
36 LF OF 15"
RCP 0.94%
LF OF 151
RCP 1.53%
5+00
860
ci
2
(r)
870
850
PROPOSED 18" RCP
(N) INV. ELEV. 841.85-A
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 842.95
SEE STORMTEC DETAIL SHEET C802A
FOR HEADER PIPE INFORMATION
840 PROPOSED 18" RCP
(E) INV. ELEV. 841.85
840
5 LF OF 15"
RCP 1.96%
CC
0
Z LL
1.4.1
Z ON
L,LI 0
X CO
0)1 Z Z
to I C11
uj a. w m R d 870
L.11_1
__I0 N Li Z
N 0
I
z r-- w
I uj
1- rx (r)
860
5+00
850
00
LF OF 21"
P 0.35%
21"
3%
N
0
(N
A
In ill
<(I)
U)
V)
(5,T
-0
2‹
mu)
�D
ci
360
841.95
0
CD
GD
841.95
Z
U..1
D
Z O cr
x
r 0
z
Cr_ c 3
i-
0 b. 0
UI
0 w CD
N
Z
I Lai LLI
2 X (J) I
SEE HEADER DETAIL.
SHEET 0802A
870
860
Lt)
I-
C))
(c.
N
ci
z
850
RETAINNING WALL
TOP OF WALL 849.0
PROPOSED 48"HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
U EOR HEADER PIPE INFORMATION
84
I
I
5+00
I I
I
I
I
I
I
I
I
I
past
T.C. ELEV 849.77
NV. ELEV 843.72
STORMTEC ISLAND (WEST)
...A R iM 1111 U U W ••••1111111•111111•1111•11111 MI WIN NM HI
STORMIERUNDERGROUND SIORACE
29 ROWS x 12 CHAMMRS (140%;90')
ROWS x 4 Cii.NLERS (45'00
BOTIN UNC 843,50
2 YR Ft 843.
10 ELt E
(30 YR.
S FREE "B"
C
Norsinomm •NIN moo arminsomm
(504
STORIATEC ISLA D
1) TE Frois oo cH na rr UND 11
2 YR 3,
0 FL 7
ELI "B"
II I 111 I 111
I
6+00
5 03)
z
z
6
0
to 0
z
co 0
C
F-
0_ _r
1- ct
TREE :T ''c"
44fi.
10' 811 NC LINE
I
91 LF OF 12"
RCP 0.49%
'/1
REQUIRED
5+00
8'
870
111410.11111,
0
0
850
o 860
L L.
i
4
Fl
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
PROPOSED 12" RCP
(NW) INV. ELEV 842.74
PROPOSED 12" RCP
(E) INV. ELEV 842.74
840
STREET "E"
1
I
I
0
U)
I
z
w 0
z
0
Z
0
0 (I)
I
CO
1.1..1 co
1
LL1
1-
_1 c o
W I- N
.Di rn
0__J
Z
TREE(
0
F-
U)
7/
/COMPACTED
GRANULAR
BACKFILL
REQUIRED
842.74
PROPOSED
`WATERMAIN
62 LF OF 12"
RCP 0.74%
7+00
4"SSEI
1 W4101.91 1 1.1
/PROPOSED 12" RCP
(N) INV. ELEV. 843.72
1
[PROPOSED 8" PVC SDR-35
INV. ELEV. 840.03
I I
t
165 LF OF 18" RCP 0.35%
6+00
Ii
4
842.16
cNi
36 LF OF 18"
RCP 0.45%
_J
4 0
5+
870
860
850
840
PROPOSED 8"
WATERMAIN
00
RETAINNING WALL
TOP OF WALL 849.0
CJ
in
ci
x 18
SIRE
„COMPACTE
GRANULAR
BACKFILL
REQUIRED
72 LF OF 12"
RCP 0.50%
0
0
Lt)
870
LLI
z
UO
1.1.1 Z
CD
oo
U 0
_J 0 Lo
WIN
Z
I
cr
850
840
5+00
41111MIN.M.
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
PROPOSED 21" RCP
(E) INV. ELEV. 843.65
LL1
D Di
o
o_ z
DRAWING
D ATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
\TUBE FILE
2308701
12/16/05
2308
MG
C7O2
MPA MELTON-PACKARD ASSOCIATES
Civil Engineers Land Planners
8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250
STORM PLAN AND PROFILE
116TH STREET CENTRE
EAST lifith STREET COLLEGE AVENUE
CARMEL, INDIANA
NO. 714 STA 5+00
723 STA 6+66
735 STA 5+00
714 STA 7+01
STA 5+05
STA 7+63
STA 6+15
R —1772—C