A22 - PLAN_SET_AMND-2022-02-28-VOL103_MCLD_LWR_CHANNEL.pdf
PDF 995 KB Posted
- Attached to
- Cedar Rapids Flood Risk Management Project, Reach 1 McLoud Run Lower Reach Channel, Culverts and Levee
- Solicitation number
- W912EK22B0003
About this file
This document package includes a solicitation for the Cedar Rapids Flood Risk Management Project Reach 1 McLoud Run Lower Reach Channel, Culverts and Levee work. The solicitation seeks contractors to perform work including demolition, temporary traffic control, clearing, grubbing and stripping, temporary diversion of water, channel excavation, filling and grading, riprap and bedding stone placement, trail construction, site restoration and landscaping for the McLoud Run Lower Reach Channel base work. Optional work includes access roadway improvements, site demolition, dewatering, earthwork, excavation and fill, structural concrete construction, 96-inch trenchless steel pipe installation, riprap and bedding stone placement, site restoration and landscaping for the McLoud Run Lower Reach Culverts option. Another option is for site demolition, trench excavation, sheet pile installation, construction of levee embankment, toe drain installation, riprap and bedding stone placement, site restoration and landscaping for the McLoud Run Lower Reach Levee. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Rock Island.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
725 725
725730
B
.5
.4
T R
A
IL
R
A M
P
P O
B
.0
.4
T R
A
IL
R
A M
P
P T 5 .3
.7
F
IS
H
IN
G T
R A
IL
P I
.7
.9
F
IS
H
IN
G T
R A
IL
P I
.4
.4
F
IS
H
IN
G T
R A
IL
P I
.4
.1
F
IS
H
IN
G T
R A
IL
P O
B
730730
9 7
8 7
.3
.0
.3
C
P C
.2
.3
.3
C
P R
C
.9
.5
.7
C
P T 5 .8
.6
.7
C
P C 5 .3
.4
.2
C
P R
C
.8
.9
.1 C
P R
C
.5
.3
.4
C
P R
C
.2
.7
.8
C
P R
C
C
C
C
C
C
C
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
2+00C 3+00C 4+00C 5+00C 6+00C 7+00C
EL 716.83
5+45.81C
EL 715.39
2+95.82C
EL 719.34
2+80C
2+75C TO
EL 720.78
5+30C
5+25C TO
CHANNEL EL 716.69
NORTH BANK EL 720.75
1+40C START FISHING TRAIL
EL 715.58
3+29.81C
EL 717.04
5+79.81C
EL 719.08
5+88.00C
END POOL
EL 718.36
4+64.40C
START RIFFLE
EL 717.06
2+18C
START RIFFLE
EL 717.63
3+38.00C
END POOL
0 40'SCALE : 1"=20'-0" 20'
GENERAL SHEET NOTES
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IO
W
A R
IV
E
R B
A S
IN
V C
H A
M B
E R
S
F E
B
R C
F
A S
S H
O W
N
L
H A
R P
E R
A H
E D
D L
E S
T E
N
C-105
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
C
D A
R R
A P
ID
S
IA
C E
D A
R R
IV
D A
R R
A P
ID
S
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
B
C E
D R
P D
/0
/1
SOLICITATION
P L
A N
A N
D P
R O
F
IL
E
0 40'SCALE : 1"=20'-0" 20'
N
B
C E
D R
P D
EXISTING GROUND
S E
E S
H E
E T C -1
S E
E S
H E
E T C -1
, V
O L
O
P T
IO
N A
S T
A
C
T O
S T
A
C
SEE SHEET C-302
CONSTRUCT RIFFLE 1
SEE SHEET C-302
CONSTRUCT RIFFLE 2
CONSTRUCT CHANNELSEE SHEET C-301
CONSTRUCT RIFFLE 1
C H
A N
N E
L L
O W
E R
R E
A C
H
CONSTRUCT TRAIL RAMP
VOL 103
A1 C-302
R O
C K
I S
L A
N D
IL
L
IN
O
IS
M C
L O
U D
R U
N L
O W
E R
R E
A C
H C
H A
N N
E L
EL VARIES
CHANNEL DESIGN GRADE
STA 3+83C
START FISHING TRAIL SOUTH BANK
EL VARIES
FISHING TRAIL DESIGN GRADE
SEE SHEET C-301
CONSTRUCT RIFFLE 2
R F
E L
L M
A N
1+40C
0.58% 0.60%
C1
PLAN CHANNEL LOWER REACH STA 1+40C TO STA 7+00C
DO NOT DISTURB
EXISTING BLOCK RETAINING WALL TO REMAIN
CONSTRUCT FISHING TRAIL CONSTRUCTION WORK LIMITS
A1
PROFILE CHANNEL LOWER REACH STA 1+40C TO STA 7+00C
0.61%
SEE SHEET C-501
INSTALL TEMPORARY FLOOD BARRIERS
W E
K B
C1 C-302
BY 2' HIGH.
2. BOULDER SIZE SHALL BE APPROXIMATLY 3' LONG BY 2' WIDE
SHOWN.
1. CONSTRUCT CHANNEL AND BENCHES TO LINES AND GRADE
SEE NOTE 2
CONSTRUCT BOULDER CLUSTER
SEE SHEET C-502 AND C-503
INSTALL LUNKERS
APPROXIMATELY 6 INCHES
EMBED BOULDER
25%25%4% 4%
CHANNEL DESIGN GRADE
PLACE IMPERVIOUS FILL TO
25' WIDE
CONSTRUCT POOL 2
25' WIDE
CONSTRUCT POOL 2
25' WIDE
CONSTRUCT POOL 1
25' WIDE
CONSTRUCT POOL 1
1 1
725725
730 730 730
735 735
735 735 735
B
.3
.1
F
IS
H
IN
G T
R A
IL
P I
.4
.4
F
IS
H
IN
G T
R A
IL
P I
.7
.1
F
IS
H
IN
G T
R A
IL
P I
.4
.4
F
IS
H
IN
G T
R A
IL
P I
.5
.5
S T
A
.4
B
P O
E T
R A
IL
2 7
C
C
C
.5
.3
.4
C
P R
C
.2
.7
.8
C
P R
C
.9
.4
.6
C
P R
C
C
C
C
.4
.1
.0
C
P R
C
.4
.5
.9
C
P R
C
.7
.1
F
IS
H
IN
G T
R A
IL
P I
5 7
738 739 740
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
10+00C 11+00C 12+00C7+00C 8+00C 9+00C
EL 718.62
8+45.83C
EL 720.18
11+35.80C
EL 722.58
8+30C
8+25C TO
EL 724.13
11+20C
11+15C TO
EL 718.81
8+79.81C
EL 720.40
11+69.79C
EL 720.14
7+63.88C
START RIFFLE
EL 720.85
8+88.00C
END POOL
EL 721.74
10+55.28C
START RIFFLE
EL 722.45
11+77.98C
END POOL
0 40'SCALE : 1"=20'-0" 20'
GENERAL SHEET NOTES
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IO
W
A R
IV
E
R B
A S
IN
V C
H A
M B
E R
S
F E
B
R C
F
A S
S H
O W
N
L
H A
R P
E R
A H
E D
D L
E S
T E
N
C-106
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
D A
R R
A P
ID
S
IA
C E
D A
R R
IV
D A
R R
A P
ID
S
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
B
C E
D R
P D
/0
/1
SOLICITATION
P L
A N
A N
D P
R O
F
IL
E
0 40'SCALE : 1"=20'-0" 20'
N
B
C E
D R
P D
EXISTING GROUND
CONSTRUCTION WORK LIMITS
S E
E S
H E
E T C -1
CONSTRUCT CHANNEL
S T
A
C
T O
S T
A
.4
C
C H
A N
N E
L L
O W
E R
R E
A C
H
EL VARIES
DESIGN GRADE
CHANNEL
EL VARIES
DESIGN GRADE
FISHING TRAIL
SEE SHEET C-302
CONSTRUCT RIFFLE 4
SEE SHEET C-301
CONSTRUCT RIFFLE 3
SEE SHEET C-302
CONSTRUCT RIFFLE 3
CONSTRUCT FISHING TRAIL
VOL 103
A1 C-302
R O
C K
I S
L A
N D
IL
L
IN
O
IS
M C
L O
U D
R U
N L
O W
E R
R E
A C
H C
H A
N N
E L
WORK BY OTHERS
SEE PLAN SET VOL 104
R F
E L
L M
A N
SEE SHEET C-301
CONSTRUCT POOL 4
DO NOT DISTURB
EXISTING BLOCK RETAINING WALL TO REMAIN
C1
PLAN CHANNEL LOWER REACH STA 7+00C TO STA 12+29.47C
A1
PROFILE CHANNEL LOWER REACH STA 7+00C TO STA 12+29.47C
0.60% 0.53%
CONSTRUCT FISHING TRAIL
0.61%
SEE SHEET C-501
FLOOD BARRIERS
INSTALL TEMPORARY
W E
K B
C1 C-302
SEE PLAN SET VOL 105D
NEW FLOODWALL BY OTHERS
BY 2' HIGH.
2. BOULDER SIZE SHALL BE APPROXIMATLY 3' LONG BY 2' WIDE
SHOWN.
1. CONSTRUCT CHANNEL AND BENCHES TO LINES AND GRADE
SEE NOTE 3
CONSTRUCT BOULDER CLUSTER
AND C-503
SEE SHEET C-502
INSTALL LUNKERS
25%4%
25%4%
CHANNEL DESIGN GRADE
PLACE IMPERVIOUS FILL TO
25' WIDE
CONSTRUCT POOL 3
25' WIDE
CONSTRUCT POOL 4
25' WIDE
CONSTRUCT POOL 3
25' WIDE
CONSTRUCT RIFFLE 4
12+29.47C
File details come from the government source that posted it. Updated .