W912EK20B0006 Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- W912EK20B0006
About this file
This solicitation package includes drawings and specifications for erosion and boil repair work on the Mississippi River Basin, Keokuk Flood Risk Management Project in Lee County, Iowa. The work includes erosion repair by stripping topsoil and placing riprap, and boil repair by excavating trenches and filling with filter materials to construct toe filters. The response due date is 180 consecutive calendar days from award. The estimated value ranges from $1 million to $5 million. The solicitation is set aside for woman-owned small businesses. The federal agency is the Department of the Army Corps of Engineers, Rock Island District.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Summary Sheet.pdf | ||
| W912EK20B0006 Amendment 0001 Plans.pdf | ||
| W912EK20B0006 Amendment 0001.pdf | ||
| W912EK20B0006 Reference Drawings.pdf | ||
| W912EK20B0006.pdf |
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2018 AND 2019 EVENT EROSION AND BOIL REPAIRS
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Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
of Engineers
US Army Corps
DATE
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
SHEET ID
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SEED IN RIPRAP AREAS.
DISTURBED BY CONSTRUCTION ACTIVITIES. DO NOT PLACE
17. THE CONTRACTOR SHALL RESTORE AND SEED ANY AREAS
CONTRACTING OFFICER.
WITH THE ROAD COMMISSIONERS, THE CITY, AND
16. THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS
CONTRACTORS RESPONSIBILITY.
CONDITIONS PRIOR TO PROJECT COMPLETION AT THE
SHALL BE MINIMIZED AND REPAIRED TO PRE-PROJECT
15. DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITY
TO CONSTRUCTION ACTIVITIES.
REPAIR/REPLACEMENT OF ANY ROADWAYS DAMAGED DUE
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
13. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.
SPECIFICATIONS SECTION 02 21 00.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS SEE
FOR ENVIRONMENTAL RESTRICTIONS.
11. REFER TO SPECIFICATIONS SECTIONS 00 73 05 AND 01 57 19
NPDES PERMIT AS SPECIFIED.
POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE
10. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM
SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.
APPLICABLE PERMITS AS OUTLINED IN SPECIFICATION
9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
8. AERIAL PHOTOGRAPHY WAS TAKEN IN 2017.
INFORMATION SECTION 00 73 05.
7. SEE SPECIFICATIONS FOR HYDRAULIC DATA AND GAGE
THE CONTRACTING OFFICER PRIOR TO ANY WORK STARTING.
BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY
6. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL
REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR
UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO
5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
COORDINATED WITH THE CONTRACTING OFFICER (KO).
ADDITIONAL COST. ADDITIONAL STAGING AREAS SHALL BE
EQUIPMENT OR OTHER ITEMS PRIOR TO FLOOD EVENTS AT NO
RESPONSIBLE FOR PROTECTING OR REMOVING ANY STAGED
4. STAGING IS IDENTIFIED ON SHEET C-103. CONTRACTOR IS
STA 20+51 TO STA 22+77 ON THE LANDSIDE OF THE LEVEE.
TO STA 27+16 ON THE RIVERSIDE OF THE LEVEE, AND
DESCENDING BANK OF THE MISSISSIPPI RIVER AT STA 6+40
3. THE REPAIR AREAS ARE LOCATED ON THE RIGHT
REMOVED POST-CONSTRUCTION.
BY THE CONTRACTOR TO AID IN THE SITE ACCESS SHALL BE
TRAVERSING THE REPAIR AREAS. ALL RAMPS CONSTRUCTED
ALSO REQUIRE TRAVERSING THE LEVEE INCLUDING
S 2ND STREET ONLY. ACCESS TO THE REPAIR AREAS MAY
2. ACCESS IS BY LAND. ACCESS TO THE PROJECT SHALL BE BY
IS LOCATED IN KEOKUK IOWA IN LEE COUNTY IOWA.
1. THE CITY OF KEOKUK FLOOD RISK MANAGEMENT PROJECT
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PLAN SURVEY CONTROL
N
GENERAL NOTES
SURVEY CONTROL
4. CONVERSION IS BASED ON HISTORIC CONVERSION.
TODAYS NAVD88 DATUM SUBTRACT 0.56 FEET.
3. TO CONVERT PROJECT VERTICAL DATUM MSL1912 TO
USING GEIOD 12A (CONUS), UNITS: U.S. SURVEY FEET
IOWA SOUTH, VERTICAL DATUM: MSL 1912
2. PROJECT DATUMS: HORIZONTAL: NAD 83 STATE PLANE
1. CONTROL SURVEYS COMPLETED IN OCTOBER 2019.
FLOW
MISSISSIPPI RIVER
KEOKUK
19-276-2162
CITY BM
19-275-1981
CITY BM D
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O H
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M S
C U
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19-276-2162 1356977.88 1953404.59 508.77 509.33 CITY OF KEOKUK BM DISC
19-275-1981 1356903.83 1953392.23 492.71 493.27 CITY OF KEOKUK BM DISC
19-275-103 1356983.32 1952770.65 505.11 505.67 3.5" USACE CAP ON 5/8" REBAR 7FT SW GATEWELL B OUTFALL
19-275-102 1356937.35 1953781.83 505.59 506.15 MVR-28 DISC SET IN CONCRETE WALL STAMPED MVR 28
19-275-101 1360429.61 1960298.09 524.65 525.24 EISENBRAUN MONUMENT 09-77-19 AT LOCK & DAM 19 (NOT SHOWN)
19-275-103
USACE 3.5" DISC
19-275-102
MVR 28
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POINT NORTHING EASTING NAVD88 MSL 1912 DESCRIPTION
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SCOUR REPAIR AREA
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N D B
O
IL
R
E P
A
IR
S
DO NOT DAMAGE
EXISTING FENCE
E 2224444.19
N 147808.58
STA 6+77 NLD APPROX
STA 6+40 =
BEGIN REPAIR
W E
K
B
K E
O K
U K
IA
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
K E
O K
U K
LEVEE CENTERLINE
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
GATE VALVE DO NOT DAMAGE
STORM SEWER OUTFALL
FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE, UPON AWARD OF CONTRACT
6. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
APPROXIMATELY AT STA 6+77 NLD APPROX.
USES ONLY. BEGINNING STA 6+40 IS LOCATED
MATCH THE NLD AND IS TO BE USED FOR REPAIR AREA
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
5. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
SECTION 35 31 19 TO LINES AND GRADE SHOWN.
4. PLACE STONE IN ACCORDANCE WITH SPECIFICATION
INDICATED.
VEGETATION BEFORE PLACING STONE PROTECTION AS
3. CONTRACTOR SHALL REMOVE DEBRIS AND STRIP
2. CONTRACTOR SHALL REPAIR SCOUR DAMAGE.
STREET ONLY AND TRAVERSING THE LEVEE.
1. ACCESS IS BY LAND. ACCESS TO THE SITE IS VIA S 2ND
PLACE IA DOT CLASS D RIPRAP
/0
/1
R O
C K I S
L A
N D
IL
L
IN
O
IS
SOLICITATION
480480
480480
485 485 485
485 485 485 485
490490490490 490490490490490490490
490490490490 490490490490490490490
495495
495495
495 495 495 495 495 495
495 495
495 495 495 495 495 495
495 495
495495
495495
500 500 500 500 500 500 500
500500
S
505 505
505505505505505
505 505
505 505
505505505505505
W
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
IZ
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
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-0
-3
-C -1
X X
X .d g n
:1
:1
A
M
B E
C D J
M F
/1
/2
C-103
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
N
MISSISSIPPI RIVER
FLOW
0 80'SCALE : 1"=40'-0" 40'
M A
T C
H L
IN
E A
/C -1
S 2ND ST
P L
A N
R E
P A
IR
A
R E
A S
T A
T
O S
T A
FOREBAY
STAGING AREA
DO NOT DAMAGE
EXISTING FLOODWALL
GENERAL SHEET NOTES
R F
E L L
M A
N
A
B
C
DE
FG
G
F
E
D
C
B
A
ID
147832.94
147832.62
147793.39
147793.39
147835.40
147954.30
147946.55
NORTHING
2226138.31
2226166.27
2226166.27
2226190.94
2226189.73
2226166.97
2226116.14
EASTING
STAGING AREA
C-301
A1 C-302
E1 C-301
A
N D
E
V E
N T E
R O
S
IO
N A
N D B
O
IL
R
E P
A
IR
S
A1
PLAN REPAIR AREA STA 17+00 TO STA 27+16
E 2226519.29
N 147761.38
STA 27+53 NLD APPROX
STA 27+16 =
END REPAIR
W E
K
B
K E
O K
U K
IA
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
K E
O K
U K
DO NOT DAMAGE
EXISTING STORM WATER STRUCTURE
DO NOT DAMAGE
EXISTING STORM WATER STRUCTURE
DO NOT DAMAGE
EXISTING STORM WATER STRUCTURE
LEVEE CENTERLINE
STATION
PUMP
DO NOT DAMAGE
CONSTRUCTION WORK LIMITS
INSTALL 275 FT SHEETPILE
CONSTRUCTION WORK LIMITS
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD, FILE, UPON AWARD OF
6. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
AT STA 27+53 NLD.
USES ONLY. END STA 27+16 IS LOCATED APPROXIMATELY
MATCH THE NLD AND IS TO BE USED FOR REPAIR AREA
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
5. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
CONTRACTORS EXPENSE.
STRUCTURES. ANY DAMAGE SHALL BE REPAIRED AT THE
4. CARE SHOULD BE TAKEN TO NOT DAMAGE NEARBY
35 31 19 TO LINES AND GRADE SHOWN.
3. PLACE STONE IN ACCORDANCE WITH SPECIFICATION SECTION
INDICATED.
VEGETATION BEFORE PLACING STONE PROTECTION AS
2. CONTRACTOR SHALL REMOVE DEBRIS AND STRIP
THE LEVEE.
STREET AND/OR PROGRESS STREET AND TRAVERSING
1. ACCESS IS BY LAND. ACCESS TO THE SITE IS VIA S 2ND
PLACE IA DOT CLASS D RIPRAP
E 2225843.87
N 147790.61
STA 20+40
BEGIN SHEETPILE
E 2226119.19
N 147783.89
STA 23+15
END SHEETPILE
/0
/1
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
IZ
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
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-0
-3
-C -3
X X
X .d g n
:1
:2
A
M
B E
C D J
M F
/1
/2
C-301
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
T Y
P
IC
A L S
E C
T
IO
(DO NOT DAMAGE)
EXISTING FLOOD WALL
CLAY LEVEE
TIE-IN TO EXISTING RIPRAP
EXISTING RIPRAP TO REMAIN
5'0 10'SCALE : 1"=5'-0"
5'0 10'SCALE : 1"=5'-0"
CLAY LEVEE
TIE-IN TO EXISTING RIPRAP
GENERAL SHEET NOTES
EXISTING GROUND
EXISTING GROUND
EL 483.47
E1
TYPICAL SECTION STA 23+60 TO STA 27+16
R F
E L L
M
VARIES
TO REMAIN
EXISTING RIPRAP
VARIES
W E
K
B
K E
O K
U K
IA
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
A
N D
E
V E
N T E
R O
S
IO
N A
N D B
O
IL
R
E P
A
IR
S
EL 483.47
B
K E
O K
U K
50% EXCEEDANCE DURATION ELEVATION.
5. WATER ELEVATION SHOWN CORRESPONDS TO THE
SHEET C-306.
4. REFER TO CROSS SECTIONS ON SHEETS C-303 TO
COVERAGE.
EXTEND INTO EXISTING RIPRAP TO PROVIDE COMPLETE
ACHIEVE THE TIE-IN SHOWN. PLACED RIPRAP MAY
BETWEEN PLACED RIPRAP AND EXISTING RIPRAP TO
3. PERFORM MINOR GRADING AND SHAPING AT LOCATIONS
2. RIPRAP SHALL CONFORM TO IOWA DOT CLASS D.
SMOOTH SLOPE.
1. TOP OF REPAIR SECTIONS SHALL TRANSITION IN A
RIVERSIDELANDSIDE
CENTERLINE
LEVEE
LANDSIDE RIVERSIDE
A1
TYPICAL SECTION STA 6+40 TO STA 20+40 AND STA 23+15 TO STA 23+60
SEE SHEETS C-303 TO C-306
EL VARIES
SEE SHEETS C-303 TO C-306
EL VARIES
PLACE RIPRAP AT 3H:1V SLOPE
PLACE RIPRAP AT 3H:1V SLOPE
LENGTH VARIES
PLACE RIPRAP 18" FOLLOW SLOPE
LENGTH VARIES
PLACE RIPRAP 18" FOLLOW SLOPE
/0
/1
SOLICITATION
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
IZ
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
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-0
-3
-C -3
X X
X .d g n
:1
:5
A
M
B E
C D J
M F
/1
/2
C-302
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
T Y
P
IC
A L S
E C
T
IO
R F
E L L
M
5'0 10'SCALE : 1"=5'-0"
PLACE 18" RIPRAP
W E
K
B
K E
O K
U K
IA
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
A
N D
E
V E
N T E
R O
S
IO
N A
N D B
O
IL
R
E P
A
IR
S
LANDSIDE
RIVERSIDE
B
K E
O K
U K
VARIES
CL
EXISTING RIPRAP
INSTALL PZ-27 SHEET PILE
EXISTING GROUND
CLAY LEVEE
A1
TYPICAL SECTION SHEET PILE STA 20+40 TO STA 23+15
BEDROCK REFUSAL
GENERAL SHEET NOTES
IS MET BEFORE DEPTH SHOWN.
2. CUT SHEET PILE AT 6" BELOW EXISTING SURFACE IF REFUSAL
1. SHEET PILE TO BE DRIVEN TO BEDROCK REFUSAL.
/0
/1
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
IZ
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
25 50 75 100 125-25-50
9+00
25 50 75 100 125-25-50
8+00
25 50 75 100 125-25-50
7+00
25 50 75 100 125-25-50
6+20
25 50 75 100 125-25-50
10+00
25 50 75 100 125-25-50
11+00
25 50 75 100 125-25-50
12+00
25 50 75 100 125-25-50
6+50
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-1
-0
-C -3
X X
X .d g n
:1
:0
A
M
B E
C D J
M F
/1
/2
C-303
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
R F
E L L
M
CROSS SECTION STA 6+20 TO STA 12+00
C R
O S
S S
E C
T
IO
N S
S T
A
T
O S
T A
LANDSIDE RIVERSIDE LANDSIDE RIVERSIDE
A
N D
E
V E
N T E
R O
S
IO
N A
N D B
O
IL
R
E P
A
IR
S
CL
CL
CL
CL CL
CL
CL
CL
W E
K
B
K E
O K
U K
IA
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
K E
O K
U K
0 40'SCALE : 1"=20'-0" 10' 20'
.7
.8
.7
.1
.8
.4
.2
.8
.2
.6
.9
.5
.8
.1
.6
.9
.8
.6
.7
.6
.7
.8
.1
.9
.4
.4
.9
.8
.8
.6
.8
.54 .9
.1
.7
.5
.9
.0
.6
.1
/0
/1
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
IZ
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
25 50 75 100 125-25-50
13+00
0 25 50 75 100 125-25-50
17+00
25 50 75 100 125-25-50
16+00
25 50 75 100 125-25-50
15+00
25 50 75 100 125-25-50
14+00
25 50 75 100 125-25-50
19+00
25 50 75 100 125-25-50
18+00
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-1
-0
-C -3
X X
X .d g n
:1
:1
A
M
B E
C D J
M F
/1
/2
C-304
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
R F
E L L
M
CROSS SECTION STA 13+00 TO STA 19+00
C R
O S
S S
E C
T
IO
N S
LANDSIDE RIVERSIDE
S T
A
T
O S
T A
LANDSIDE RIVERSIDE
A
N D
E
V E
N T E
R O
S
IO
N A
N D B
O
IL
R
E P
A
IR
S
CL
CL
CL
CL
CL
CL
CL
W E
K
B
K E
O K
U K
IA
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
K E
O K
U K
0 40'SCALE : 1"=20'-0" 10' 20'
.9
.4
.9
.8
.5
.9
.9
.3
.8
.7
.9
.2
.9
.1
.9
.8
.3
.7
.9
.6
.8
.6
.9
.6
.9
.0
.9
.8
.4
.3
.4
.0
.8
.1
.9
.8
.4
.2
.1
.4
.5
.1
/0
/1
R O
C K I S
L A
N D
IL
L
IN
O
IS
25 50 75 100 125 150-25-50-75-100-125
21+00
25 50 75 100 125 150-25-50-75-100-125
20+00
25 50 75 100 125 150-25-50-75-100-125-150
22+00
25 50 75 100 125 150-25-50-75-100-125-150
23+00
470 470
470 470
470 470
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
IZ
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
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
K
E O
K U
K -C
A D
S
H E
E T -2
-1
-0
-C -3
X X
X .d g n
:1
:2
A
M
B E
C D J
M F
/1
/2
C-305
K E
O K
U K
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
L E
E C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
N E
R A
D
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
A S S
H O
W N
R F
E L L
M
CROSS SECTION STA 20+00 TO STA 23+00
C R
O S
S S
E C
T
IO
N S
LANDSIDE RIVERSIDE
S T
A
T
O S
T A
A
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| B5KEOKUK1901-CAD_SHEET-2019-07-31-G-001XXX |
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| References |
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| B5KEOKUK1901-CAD_MODEL-2019-10-16-V-SP0001.dgn |
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| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
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| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| B5KEOKUK1901-CAD_SHEET-2019-07-31-C-103XXX |
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| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| B5KEOKUK1901-CAD_SHEET-2019-07-31-C-301XXX |
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| B5KEOKUK1901-CAD_SHEET-2019-07-31-C-302XXX |
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| G-BSDxxx.dgn |
| A1, PW_WORKDIR:d0561756 |
| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SC0001.dgn, Default |
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| References |
| PW_WORKDIR:d0561756 |
| G-BSDxxx.dgn |
| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| B5KEOKUK1901-CAD_SHEET-2019-11-04-C-304XXX |
| References |
| PW_WORKDIR:d0561756 |
| G-BSDxxx.dgn |
| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| B5KEOKUK1901-CAD_SHEET-2019-11-04-C-305XXX |
| References |
| PW_WORKDIR:d0561756 |
| G-BSDxxx.dgn |
| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| B5KEOKUK1901-CAD_SHEET-2019-11-04-C-306XXX |
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| PW_WORKDIR:d0561756 |
| G-BSDxxx.dgn |
| B5KEOKUK1901-CAD_MODEL-2019-07-31-C-SP0001.dgn |
| 2020-06-17T13:19:32-0500 | |
| MOTT.RONALD.L.1231238138 |
| 2020-06-17T14:01:34-0500 | |
| MACK.THOMAS.E.1230411235 |
| 2020-06-17T15:15:19-0500 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2020-06-17T17:51:34-0500 | |
| STEWART.MATTHEW.E.1231228442 |
| 2020-06-18T09:04:03-0500 | |
| PERK.ROGER.A.1231360758 |
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