HomeMy WebLinkAbout05060041 C701 Storm Plan & Profiler `IC 7 r i// 4/ 4 /.f)
842.00 841 57
PROPOSED
INV. ELEV.
8" PVC
839.23
186 LF
PROF
WATE
SDR -35
OF 18"
OSED 8"
RMAIN
RCP
0.23%
/COMP CTED f
CRANU
BACKF1LL
REQUIRED
t
CA
4
d
i O)
52 LF OF 12"
RCP 0.50%
28LFOF12"
RCP 0.50%
850
5+00
870
0
O
w
cc
U
Q
In z z p
�w v 860
U
J0N
w
0 1
Ce
PROPOSED 12" RCP
i(s) INV. ELEV. 844.63
PROPOSED 21" RCP
(W) INV. ELEV. 843.11
PROPOSED 24" RCP
03 (E) INV. ELEV. 842.861
840
z
COMPACTED
GRANULAR',
BACK LL
REQUIRED
.17 844.91
52 LF OF 12"
RCP 0.50%
6 +00
::6 LF OF 12"
RCP 0.50%
870
PROPOSED 12" RCP
(N) INV. ELEV. 844.63
PROPOSED 21" RCP
(W) INV. ELEV. 843.11
1
PROPOSED 24" RCP
(E) INV. ELEV. 842.86
840
850
5 +00
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
EXIST. IN
T.C. ELE1
INV. UE1
�.1 s..: L ifill�
r= te"
••imr., UGT
Ii
STORMTEC ISLAND (WEST)
ssstisssssssssssssgs mss sssssss sssss»sssssssssssss
PROPOSED 18' RCP
(BY OTHER
STORMTEC ISLAND (EAST)
STERMIE04 LINe'N ROUNO STORAGE
19 ROWS x 11 C$4AM$ERS {VW)
V. s x 844. 1
sssssss.ss••s•ss
I
3
143 LF OF 12" RCP 1.24%
73 LF OF 18"
RCP 0.55%
44.35 844.35
PROPOSED 8'
WATERMAIN
PROPO ED 12" RCP
(N) _IN FI EV._._844.
PROP_ ED 1 2" RCP
(S) IN ELEV. 844.63—
'OSED
ELEV.
137 LF OF 21" RCP 0.40%
PROPOSED 8" PVC SDR -35
INV. ELEV. 839.27
85 LF OF 24"
RCP 0.50%
PROPOSED 8"
WATERMAIN
1
849.77
843.72
RETAINNING WALL
TOP OF WALL ELEV. 849.0
PROPOSED TOP OF OUTFALLN
ELEV. 848.00
PROPOSED OUTFALL
ELEV. 847.00
PROPOSED 4" ORFICE
INV. ELEV. 842.0
STREET I "C"
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rn
GRANULAR
BACKFILL
REQUIRED
v
6 +00
COMPACTED
GRANULAR
BACKFlLL
REQUIRED
z
870
4
z
w
z w
0 z
p I-
9 0 860
U
W t
J N
O
w
U Q
850
5+00
PROPOSED 18" RCP
1 JI
(E) INV. ELEV. 841.57
PROPOSED 18" RCP
(S) INV. ELEV. 841.57
S40 SEE HEADER DETAIL
SHEET C802A
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t PROPOSED 8" PVC SDR -35
INV. ELEV. 837.08
181 LF OF 15' RCP 0.36%
9 +00
COMPACTED
GRANULAR
BACKFILL
REQUIRED
[PROPOSED 8
WATERMAIN
8 +00
10
N
H
0)
M
z
41..85
Q
z
w
W
z
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J J
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Q
:iiion z iv z 41.4
COMPACTED
GRANULAR
BACKFILL
REQUIRED
PROPOSED 15" RCP
(N) INV. 841.85
7 +00
15 LF OF 18" RCP 0.24%
ci
w
0
z
d
U
0
N
r
N
PROPOSED 18" RCP
(N) INV. ELEV. 841.57
PROPOSED 18" RCP STROM SEWER
EAST AND WEST BY OTHERS
138 LF OF 18" RCP 0.27%
6 +00
z
870
Q
z
w
z
O
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co
Lai
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I-�
850
5 +00
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w
rY
860
Q
U
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REVISIONS
SHEET NO.:
1\ TUBE FILE
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/11/06 REVISED PER COMMENT LETTER DA
/10/06 AND ADDED SHEET C402 M
0 00 1 11 11 1 1 1 11111%
No.
10302066 P
STATE OF lizt
"NDIANP•��\�:�
i /r7,14NAL
DRAWING: 2308701
DATE: 12/13/05
PROJ. NO.: 2308
DRAWN BY: MG
C701