HomeMy WebLinkAbout05060041 C702 Storm Plan & ProfileCOMPACTED
GRANULAR
BACKFILL.
REQUIRED
870
C30
RC
to
0)
F
U)
860
N
O
U)
850
840
5 +00
z
W
LF OF 12"
1.24%
870
850
840
W
P860
0
N
tY
860
N
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
4
9 +00
z
13 LF OF 12'
RCP 0.54%
38 LF OF 15"j
RCP 1.51%
35 LF OF 15"j
RCP 1.11%
6 +00
U-? z
W
1X3 z
I U
U) O IY
O
0
rn o Z
N 00Q
W Q
U >0 0
z N
.w
11
U)
870
z
W 0
tr
o 0
o
CD Q0
Wao
co
I
Z (Y
850
N
z
U)
74 44.74 844.56
-73 LF OF 12" 59 LF OF 15'
RCP 0.50% RCP 0.31%
PROPOSED
WATERMAIN
8" PVC SDR-35
337.51
N tZ
W "cy
00 Z 0
I- o
o�0 0 Z
n I Q
8+00
,COMPACTED
GRANULAR
BACKFILL
REQUIRED
7 +00
N
CO
870
z
U)
850
0
Z LL
ui
z C3! N
Ix03
O U
z
1 W0
n 860
I. IY
__LO
W= I, 0
Z w IY
0 <C I L W
I- M CC V)
36 LF OF 15"
RCP 0.94%
45 LF OF 15'
RCP 1.51%
5 +00
PROPOSED 36 "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
1
N
1-
4 8
200 LF OF 15" RCP 0.35%
20LFOF15"
RCP 0.46%
p li. Z
N N F=
N _Ali (n
N Lon-
0 I
z JJ N
O N
W z N. c
I 0< I I
1
6 +00
PROPOSED 12" RCP
(S) INV. ELEV. 845.75
U
0
co
PROPOSED 18" RCP
(W) INV. ELEV. 841.85
5 LF OF 15"
RCP 1.96%
z
F-
o
Ln U)
5 +00
IY
0
z LL
Z C3 N
La 0
Lt DO
0
p) Z I- z
r')" P w o
Tn a c 870
10 U
J
tr
>w U <0
w toNW z
W h 0
Z ,,-wcr
0< I w
I M IY (n
850
870
850`
860
14LFOF21"
l RCP 0.50%
43 LF OF 21"
RCP 0.23%
1 LF OF 21"
RCP 0.25%
5 +00
860
co
N
z
841.95
0
0
U')
03
L i!
U.1
841.95
SEE HEADER DETAIL;
L SHEET C802A
rj\-- J
PROPOSED 36 "HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
$4 EOR HEADER PIPE INFORMATION
850 (1)
RETAINNING WALL
TOP OF WALL 849.0
870
860
0
0
►f)
I-
U)
(0
N
z
5 +00
376
STREET "J"
STGIBt1ECH UNDRGROUND STORAGE
29 ROWS x 12 CHAMBERS (144'x80')
9 x 4 CI( 'r» (45' 30')
BO 50
2 s* 3 3.
10 FL. E .7
00
,a laanaanaanaauaanaanaanaanaaaaanas
STORMTEC ISLAND (WEST)
STRE: T "E"
4 i;1
*aaaa•t♦a■aa•a•aaa■ ■a■ aaaiaia)♦a/aa.N.•aiaaaaa aj■ a
�€D
/a a w a a a a a a a
10' BUILDING
STREET "E"
I
I
I
849.77
843.72
I/
II
/I
II
6 +00
Q
Z
w
W
IY
0
N I z
co Q 1-
W Q
0
JI-
0-1 M
I
1-: X
84. 17
COME ACTE
GRANULAR
BACKFILL
REQUIRED
91 LF OF 12"
RCP 0.49%
NORTH
0
0
to
F--
U1
N
O
I0
5 +00
870
850
SCALE:
1" 50' HORIZ.
1 =5' VERT.
PROPOSED 1 2" RCP
(NW) INV. ELEV 842.74
LPROPOSED 12" RCP
(E) INV. ELEV 842.74
840
0
U)
1
N
I
V)
N
O
COMPACTED'
GRAN
BACKFILL
REQUIRED
Q
Z p
W 0
p z
cfl U
0D Q
W U
0
o
0�
I z I
PROPOSED 12" RCP
/7(N) INV. ELEV. 843.72
PROPOSED 8"
WATERMAIN
I
62 LF OF 12"
RCP 0.74%
7 +00
(PROPOSED 8" PVC SDR -35
INV. ELEV. 840.03
I I I I
165 LF OF 18" RCP 0.35%
6 +00
36 LF OF 18"
RCP 0.44%
840
PROPO3ED 8"
WATERMAIN
5+00
870
860
850
RETAINNING WALL
TOP OF WALL 849.0
a
Z
W
W
LLI
0 tY
o z
Q
La
W Q
>1 1 0
LO
0 J M
1
1= Z IY
COMPAC
GRANULAR
BACKFILL
REQUIRED
845.75
72 LF OF 12"
RCP 0.50%
870
850
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
A PROPOSED 21" RCP
(E) INV. ELEV. 843.65
5 +00
840
co
L
0)
C
W
0)
N
00
N
10
N
O
0 U.
0)
(D
.y O
0
O p I
O N
C
C
v
C
L_
O
a_
CL D
Z
Z
J
O
DRAWING:
DATE:
PROJ. NO.:
DRAWN BY:
W
(i)
Z
a_
w
F-
z
w
U
F-
W
W
H
REVISIONS
�P C
No.
103 02066
S TA TE OF
i
G15TER
.A ND! ANP S
rIfN1111U
SHEET NO.:
w
z
2308701
12 /16/05
2308
MG
C702
TUBE FILE
EAST 116th STREET 8c COLLEGE
CARMEL, INDIANA
COLLEGE
8444 Castlewood Drive Suite
ASSOCIATES
715 STA 5+9
Office: (317)
STA 5+05
STA 6+66
Indiana 46250
STA 5+00
Land Planners
STR. NO. 71";
INLET TYPE "A-
R --3570 CASTIN
-STR. NO. 71
O
CObiP AC T£D�
GRANULAR
(WILL
RE I
M
PROPOSED 8"
coo
WATERMAIN
I
I
I_ PROPOSED
INV. ELEV.
8" PVC SDR -35
838.92
59 LF OF 15
RCP 2.03%
I
___L-L
44 LF OF 15"
RCP
3.43%
COMPACTED
GRANULAR
BACKFILL.
REQUIRED
870
C30
RC
to
0)
F
U)
860
N
O
U)
850
840
5 +00
z
W
LF OF 12"
1.24%
870
850
840
W
P860
0
N
tY
860
N
PROPOSED 21" RCP
(NW) INV. ELEV. 843.58
PROPOSED 21" RCP
(E) INV. ELEV. 843.58
4
9 +00
z
13 LF OF 12'
RCP 0.54%
38 LF OF 15"j
RCP 1.51%
35 LF OF 15"j
RCP 1.11%
6 +00
U-? z
W
1X3 z
I U
U) O IY
O
0
rn o Z
N 00Q
W Q
U >0 0
z N
.w
11
U)
870
z
W 0
tr
o 0
o
CD Q0
Wao
co
I
Z (Y
850
N
z
U)
74 44.74 844.56
-73 LF OF 12" 59 LF OF 15'
RCP 0.50% RCP 0.31%
PROPOSED
WATERMAIN
8" PVC SDR-35
337.51
N tZ
W "cy
00 Z 0
I- o
o�0 0 Z
n I Q
8+00
,COMPACTED
GRANULAR
BACKFILL
REQUIRED
7 +00
N
CO
870
z
U)
850
0
Z LL
ui
z C3! N
Ix03
O U
z
1 W0
n 860
I. IY
__LO
W= I, 0
Z w IY
0 <C I L W
I- M CC V)
36 LF OF 15"
RCP 0.94%
45 LF OF 15'
RCP 1.51%
5 +00
PROPOSED 36 "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
1
N
1-
4 8
200 LF OF 15" RCP 0.35%
20LFOF15"
RCP 0.46%
p li. Z
N N F=
N _Ali (n
N Lon-
0 I
z JJ N
O N
W z N. c
I 0< I I
1
6 +00
PROPOSED 12" RCP
(S) INV. ELEV. 845.75
U
0
co
PROPOSED 18" RCP
(W) INV. ELEV. 841.85
5 LF OF 15"
RCP 1.96%
z
F-
o
Ln U)
5 +00
IY
0
z LL
Z C3 N
La 0
Lt DO
0
p) Z I- z
r')" P w o
Tn a c 870
10 U
J
tr
>w U <0
w toNW z
W h 0
Z ,,-wcr
0< I w
I M IY (n
850
870
850`
860
14LFOF21"
l RCP 0.50%
43 LF OF 21"
RCP 0.23%
1 LF OF 21"
RCP 0.25%
5 +00
860
co
N
z
841.95
0
0
U')
03
L i!
U.1
841.95
SEE HEADER DETAIL;
L SHEET C802A
rj\-- J
PROPOSED 36 "HEADER PIPE
(E) INV. ELEV. 843.50 840
SEE STORMTEC DETAIL SHEET C802A
$4 EOR HEADER PIPE INFORMATION
850 (1)
RETAINNING WALL
TOP OF WALL 849.0
870
860
0
0
►f)
I-
U)
(0
N
z
5 +00
376
STREET "J"
STGIBt1ECH UNDRGROUND STORAGE
29 ROWS x 12 CHAMBERS (144'x80')
9 x 4 CI( 'r» (45' 30')
BO 50
2 s* 3 3.
10 FL. E .7
00
,a laanaanaanaauaanaanaanaanaaaaanas
STORMTEC ISLAND (WEST)
STRE: T "E"
4 i;1
*aaaa•t♦a■aa•a•aaa■ ■a■ aaaiaia)♦a/aa.N.•aiaaaaa aj■ a
�€D
/a a w a a a a a a a
10' BUILDING
STREET "E"
I
I
I
849.77
843.72
I/
II
/I
II
6 +00
Q
Z
w
W
IY
0
N I z
co Q 1-
W Q
0
JI-
0-1 M
I
1-: X
84. 17
COME ACTE
GRANULAR
BACKFILL
REQUIRED
91 LF OF 12"
RCP 0.49%
NORTH
0
0
to
F--
U1
N
O
I0
5 +00
870
850
SCALE:
1" 50' HORIZ.
1 =5' VERT.
PROPOSED 1 2" RCP
(NW) INV. ELEV 842.74
LPROPOSED 12" RCP
(E) INV. ELEV 842.74
840
0
U)
1
N
I
V)
N
O
COMPACTED'
GRAN
BACKFILL
REQUIRED
Q
Z p
W 0
p z
cfl U
0D Q
W U
0
o
0�
I z I
PROPOSED 12" RCP
/7(N) INV. ELEV. 843.72
PROPOSED 8"
WATERMAIN
I
62 LF OF 12"
RCP 0.74%
7 +00
(PROPOSED 8" PVC SDR -35
INV. ELEV. 840.03
I I I I
165 LF OF 18" RCP 0.35%
6 +00
36 LF OF 18"
RCP 0.44%
840
PROPO3ED 8"
WATERMAIN
5+00
870
860
850
RETAINNING WALL
TOP OF WALL 849.0
a
Z
W
W
LLI
0 tY
o z
Q
La
W Q
>1 1 0
LO
0 J M
1
1= Z IY
COMPAC
GRANULAR
BACKFILL
REQUIRED
845.75
72 LF OF 12"
RCP 0.50%
870
850
860
PROPOSED 18" RCP
(SW) INV. ELEV. 843.65
A PROPOSED 21" RCP
(E) INV. ELEV. 843.65
5 +00
840
co
L
0)
C
W
0)
N
00
N
10
N
O
0 U.
0)
(D
.y O
0
O p I
O N
C
C
v
C
L_
O
a_
CL D
Z
Z
J
O
DRAWING:
DATE:
PROJ. NO.:
DRAWN BY:
W
(i)
Z
a_
w
F-
z
w
U
F-
W
W
H
REVISIONS
�P C
No.
103 02066
S TA TE OF
i
G15TER
.A ND! ANP S
rIfN1111U
SHEET NO.:
w
z
2308701
12 /16/05
2308
MG
C702
TUBE FILE
EAST 116th STREET 8c COLLEGE
CARMEL, INDIANA
COLLEGE
8444 Castlewood Drive Suite
ASSOCIATES
715 STA 5+9
Office: (317)
STA 5+05
STA 6+66
Indiana 46250
STA 5+00
Land Planners