11-B-0005_fullsize_amd3.pdf
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- Attached to
- Devils Lake Flood Risk Management Phase 3 Embankments construction project Federal contract opportunity
- Solicitation number
- W912ES-11-B-0005
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US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
Sheet
ID
GATE
14801480
14801480
E L E
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V A
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EXISTING GROUND LINE
AC 0+00 AC 0+50 AC 1+00 AC 1+50 AC 2+00 AC 2+50 AC 3+00 AC 3+50 AC 4+00 AC 4+50 AC 5+00 AC 5+50 AC 6+00
P V I
A C
E l e v
P V I
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Grade = -0.28%
FAIR AVE.
PUMP STATION
BERM
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
INV EL 1450.0
INV EL 1451.0
EL 1447.0
EL 1443.0
EXISTING GROUND LINEEXCAVATE
E L
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N
E L
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N
TIE LAST 3 PIPE
JOINTS AT FES
ACCESS ROAD
20 ft
2% SLOPE 2% SLOPE
4" TOPSOIL AND SEED
(BOTH SIDES)
6" SURFACE AGGREGATE
6" BASE AGGREGATE
4" TOPSOIL & SEED
RANDOM FILL
16 FT 16 FT30 FT
FENCE
1.5’ RIPRAP,
GRADATION 2
9" BEDDING,
GRADATION 2
1.5’ RIPRAP,
GRADATION 2
9" BEDDING,
GRADATION 2
GEOTEXTILE UNDER
ALL BEDDING
78 LF 3-30" RCP CL IV
0102030405060708090100 -10 -20 -30 -40 -50 -60 -70 -80
6" SURFACE AGGREGATE
6" BASE AGGREGATE
EXISTING GROUND LINE
2% SLOPE 2% SLOPE
E L
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A T
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N
E L
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A T
IO
N
4" TOPSOIL AND SEED
(BOTH SIDES)
RANDOM FILL
ELEV VARIES - SEE PROFILE
EMBANKMENT RAISE
20 ft
ACCESS RAMP
PROFILE
A SECTION
LAKEWOOD - DRAINAGE PIPES
B SECTION
CS163
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| DLCEP3_G-007_FULL |
| DLCEP3_CS164_full |
| DLCEP3_CS164--- |
| References |
| PROFILE PS, PW_WORKDIR:d0195327 |
| DLCEP3_CIVIL-PROFILE_C-PR0001_dmt.dgn |
| SECTION D, PW_WORKDIR:d0195327 |
| DLCEP3_CIVIL-SECTIONS_C-XS0001_dmt.dgn |
| Ref-1, PW_WORKDIR:d0194549 |
| DLCEP3-G-BSDxxx.dgn |
| DLCEP3_CS165_full |
| DLCEP3_C-303 |
| DLCEP3_C-303 |
| DLCEP3_C-323_FULL |
| DLCEP3_C-508_FULL |
| DLCEP3_CU111_FULL |
| DLCEP3_CU402_FULL |
| DLCEP3_LSREFERENCIII_FULL |
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