VOL_4_C-317_revision_2019-09-09.pdf
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- Attached to
- Reach B Levee Improvement Construction Project Federal contract opportunity
- Solicitation number
- W9123819B0020
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Revised Volume 4 Drawing Sheet C-317
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C
U
L
V
C
U
L
V
C
U
L
V
C
U
L
V
P
I
P
E
T
D
E
C
K
H
W
H
W
S
D
S
D
S
D
S
D
293+00 294+00
295+00 296+00
297+00 298+00
299+00 300+00
301+00 302+00
B
R
Y
T
E
B
N
D
R
TR
E
E R
D
A
P
A
20' ACCESS
EASEMENT
20' WATER
EASEMENT
FIELD IRRIGATION
TURNOUT (S100)
(SEE M-102)
FIELD IRRIGATION
TURNOUT (S99)
(SEE M-102)
FIELD IRRIGATION
TURNOUT (S105)
(SEE M-102)
EXISTING IRRIGATION
CANAL FLOWLINE
CONSTRUCTION
LIMIT, TYP
32" HDPE PIPE
RIVERSIDE ALIGNMENT
45' IRRIGATION
CANAL ROW
30' DRAINAGE
CANAL ROW
32" HDPE PIPE
FIELD IRRIGATION
TURNOUT (S107)
(SEE M-102)
BRYTE BEND
ROAD CULVERT 1
PLAN (SEE C-332)
TREE ROAD
CULVERT 2 PLAN
(SEE CG-109)
TYPICAL PIPE TURNOUT TO
TREE ROAD LATERAL DETAIL
(SEE 3/C-402)
BACKFILL EXISTING
IRRIGATION CANAL AND
KNOCK DOWN BERMS.
GRADE TO DRAIN TOWARD
FIELD. SLOPE VARIES
HABITAT
BUFFER, TYP
10'
BRYTE BEND
LATERAL TURNOUT
(SEE 3/C-402)
BRYTE BEND ROAD
CULVERT 2 PLAN
(SEE C-332)
TREE ROAD
CULVERT 1 PLAN
(SEE CG-108)
C
U
L
V
C
U
L
V
C
U
L
V
C
U
L
V
P
I
P
E
T
D
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C
K
H
W
H
W
C
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V
C
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V
C
U
L
V
C
U
L
V
P
I
P
E
T
D
E
C
K
H
W
H
W
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
G
F
G
292+00
F
G
F
G
293+00
F
G
F
G
294+00
F
G
F
G
295+00
F
G
F
G
296+00
F
G
F
G
297+00
F
G
F
G
298+00
F
G
F
G
299+00
F
G
F
G
300+00
F
G
F
G
301+00
F
G
F
G
302+00
F
G
F
G
303+00
F
303+56
EXISTING GROUND
FINISH GRADE
32-INCH HDPE PIPE
PVIS: 292+00.0
PVIE: 12.73
PVIS: 302+69.3
PVIE: 14.98
S=0.0048 FT/FT
S=0.0001 FT/FT
PVIS: 302+44.8
PVIE: 14.99
32-IN
C
H H
D
PE P
IP
E
PVIS: 303+00.0
PVIE: 17.33
PVIS: 298+08.8
PVIE: 12.63
PVIS: 298+21.6
PVIE: 12.94
12" REDUCING TEE
STA: 296+85.4
12" REDUCING TEE
STA: 296+75.6
PVIS: 297+74.0
PVIE: 9.74
PVIS: 297+62.0
PVIE: 9.80
PVIS: 297+50.0
PVIE: 12.64
FINISH GRADE
APPROX. 1' ABOVE EG
PVIS: 303+36.4
PVIE: 17.33
-0.3%
0.2%
12" REDUCING TEE
STA: 298+08.8
12" REDUCING TEE
STA: 302+91.0
BRYTE BEND ROAD
CULVERT 1
STA: 297+72.1
INVERT ELEV: 14.72
32"X18"
REDUCER
18-INCH
HDPE PIPE
S O
L I C
I T
A T
I O
N
N
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D E
S I G
N E
D
B
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D E
S C
R I P
T I O
N
A
M A
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S I Z
E
S U
B M
I T
T E
D
B
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D A
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C O
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R A
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C H
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B
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N
B
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I S
S U
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D
A T
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
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C
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F I L
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F I L
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X:\1941500\161390.01\TECH\CAD\Riverside Canal\1-04-0642CU703.dwg
FINAL ISSUE FOR BID
A M
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C-102
C-317
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C-102
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