09B0002_Fisher Island Site Unloading.pdf
PDF 7 MB Posted
- Attached to
- Fisher Island Unloading, Dredging, Mississippi River Federal contract opportunity
- Solicitation number
- W912ES-09-B-0002
About this file
Attachment of Full Size Drawings for Amendment 0002 for W912ES-09-B-0002
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Fisher Bid Abstract.pdf | ||
| 09B0002_Fisher Island Site Unloading_Half Size.pdf | ||
| 09-B-0002 Amendment 0002.pdf | ||
| Fisher Island Amendment 1 09-B-0002.doc | DOC document | |
| 09B0002_Fisher Island Site Unloading.pdf | ||
| 09B0002_Fisher Island Site Unloading_Half Size.pdf | ||
| W912ES-09-B-0002 Solicitation Spec.pdf |
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S O
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IDENTIFICATION
D A
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A P
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US Army Corps of Engineers
US Army Corps of Engineers
N o
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N
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R A
L P
L A
GENERAL PLAN
0 1600’800’
W A
B A
S H
A C
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N T
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M N
F
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-B -0
F
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3166000E
3168000E
3170000E
3172000E
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3176000E
3178000E
3180000E
N
N
N
N
N
N
N
N
N
N
W E S
T N
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T O
N C
H U
T E
BOAT LANDING TO REMAIN
OPEN DURING CONSTRUCTION
FLOW
BOAT CROSSING 3
BOAT CROSSING 2
BOAT CROSSING 1
SITE ACCESS
ROAD WEST NEWTON CHUTE
PLACEMENT SITE
STAGING
AREA
PROPOSED
PIPELINE ROUTE
(APPROX. 19,600’)
HALFMOON BOAT LANDING
BELVIDERE
SLOUGH LANDING
TYPICAL WING DAM
PIPE CROSSING
PROTECT EXISTING TREES
PROTECT DROP STRUCTURE
SAND RUN
FISHER ISLAND C-004
C-003
MINNESOTA
W
IL
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W C
A T S S
L O
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MISSISSIPPI RIVER
B .N . R
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C-002
WISCONSIN
WEST NEWTON
SAND RUN
07-1M
07-2M
07-3M
02-6M & 02-6MW
02-5M & 02-5MW
02-4M &
02-4MW
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IDENTIFICATION
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A P
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US Army Corps of Engineers
US Army Corps of Engineers
695 6
C O
U N
T Y R
O A
D
LIMITS OF WORK
LIMITS OF WORK
EFFLUENT DISCHAGE
LOCATION
APPROX. 90’-0"
APPPROX. 125’-0"
L
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A P P
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F
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M S
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O T E
EL. 713.0
EL. 719.0
APPROX 475’ FROM BERM
EL. 713.0
EL. 713.0
EL. 713.0
ESTABLISH CONTROL
POINT AT BERM
CENTERLINE
LI
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S O
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2%
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2% S
LO
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2% SLOPE
CL
CL
C -0
02-6M &
02-6MW
GRAVEL
SURFACE
SEE NOTE 2
BENEFICIAL USE SITE
DO NOT TOPSOIL
SLOPE
EL. 713.0
EL. 713.0
STAGING
AREA
SITE ACCESS
ROAD
60’-0"
APPROX. 90’-0"
’-0"
0’-
0"
1V :5H
V :5
H
1V :5H
1V:5H
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.0
200’0 100’
SCALE:1"=100’
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WEST NEWTON CHUTE
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PLAN VIEW
NOTES:
F
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1. CONTRACTOR MAY UTILIZE AREA FOR TOP SOIL STAGING AND WATER RENTENTION.
2. AREAS THAT HAVE A GRAVEL SURFACE SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS.
3. THE DISCHARGE PIPE LOCATION.SHALL BE DESIGNATED BY THE COR.
4. THE CONTRACTOR SHALL NOT CUT THROUGH THE BERM FOR DISCHARGE PIPE PLACEMENT.
5. NO WATER RETENTION SHALL BE OUTSIDE EXISTING BERM.
F
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SHEET
IDENTIFICATION
D A
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A P
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US Army Corps of Engineers
US Army Corps of Engineers
700700
705705
PROPOSED PIPELINE
SMALL BOAT CROSSING
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M
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S
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WEST NEWTON ROAD
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EL. 713.0
EL. 713.0
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LIM
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LIM
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SCALE:1"=100’
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P S O
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NOTES:
WEST NEWTON CHUTE
PLACEMENT SITE
IS
H E
R I S
L A
N D
M G
M
E P
P
E P
P
J B
M
F
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C -0
C -0 x x x .d g n
W E
S -0
-B -0
1. WEST NEWTON ROAD AND BOAT LAUNCH/PARKING AREA SHALL REMAIN OPEN AT ALL TIMES.
2. NO TRACKED EQUIPMENT IS ALLOWED ON BOAT LAUNCH, RUBBER TIRED EQUIPMENT MAY BE USED.
SCALE:1"=100’
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
S T P
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L
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IN
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NOTES
F
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C -0
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-B -0
1. CONTRACTOR SHALL FIELD LOCATE EXISTING WINGDAM 57.
2. DREDGING UNDERNEATH WINGDAM IS NOT REQUIRED.
3. CONTRACTOR MAY FIELD LOCATE DREDGE ACCESS LIMITS TO
AVOID WINGDAM 57.
4. WORK LIMITS COINCIDE WITH THE TOE OF THE EXISTING DREDGE PILE.
S O
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N
C O
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R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers
695 695
DREDGEACCESSLIMITS
PROTECT EXISTING
DROP STRUCTURE
PROPOSED PIPELINE
EL. 640.0
EL. 640.0
EL. 640.0
EL. 640.0
07-3M MISSISSIPPI RIVER
FLOW
C-006
07-1M
07-2M
APPROXIMATE
LOCATION
WING DAM 57
(SEE NOTE 1)
1V:3H
1V:3H
1V:3H
LIMITS OF WORK
L
IM
IT
S O
F W
O R
K
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
150’-0"
10’-0" BERM TOP
10’-0
" BERM TOP
V :3
H
1V:3H
1V:3H
1V:3H
1V:3H
| FIDD01G-002_G-002xxx |
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VIC, FIDD01G-002_G-002xxx.dgn, Default
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| FIDD04B201_B-201011.pdf |
| FIDD04B201_B-201011 |
| References |
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FIDD04B201_B-201011.dgn, Default
| FIDD04B201_B-201012.pdf |
| FIDD04B201_B-201012 |
| References |
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FIDD04B201_B-201012.dgn, Default
| FIDD05C-001_C-001xxx.pdf |
| FIDD05C-001_C-001xxx |
| References |
| PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
FIDD05C-001_C-001xxx.dgn, Default
| FIDD05C-002_C-002xxx.pdf |
| FIDD05C-002_C-002xxx |
| References |
| PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
FIDD05C-002_C-002xxx.dgn, Default
| FIDD05C-003_C-003xxx.pdf |
| FIDD05C-003_C-003xxx |
| References |
| TITLE BLOCK, PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
FIDD05C-003_C-003xxx.dgn, Default
| FIDD05C-004_C-004xxx.pdf |
| FIDD05C-004_C-004xxx |
| References |
| TITLE BLOCK, PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
FIDD05C-004_C-004xxx.dgn, Default
| FIDD05C-005_C-005xxx.pdf |
| FIDD05C-005_C-005xxx |
| References |
| Ref, FIDD05C-005_C-005xxx.dgn, Default |
| PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
| FIDD05C-006_C-006xxx.pdf |
| FIDD05C-006_C-006xxx |
| References |
| Ref, FIDD05C-006_C-006xxx.dgn, Default |
| PW_WORKDIR:d0169255 |
| FIDD_BORDER_G-BSDxxx.dgn |
| dam5d_d1.pdf |
| dam5d_d1 |
| dam5d_d2.pdf |
| dam5d_d2 |
| dam5h_h1.pdf |
| dam5h_h1 |
| dam5h_h2.pdf |
| dam5h_h2 |
| dam5td_d1.pdf |
| dam5td_d1 |
| dam5td_d2.pdf |
| dam5td_d2 |
| dam5th_h1.pdf |
| dam5th_h1 |
| dam5th_h2.pdf |
| dam5th_h2 |
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