A02. PLAN_SET_SOL-2020-03-24.pdf
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- Attached to
- OTHER HEAVY CONSTRUCTION-MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) Federal contract opportunity
- Solicitation number
- W912EK20R0011
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| File | Type | Posted |
|---|---|---|
| W912EK20R0011-0002.pdf | ||
| W912EK20R0011-0001.pdf | ||
| W912EK20R0011.pdf | ||
| A02. SPEC_SOL-2020-03-06-FINAL_TO1.pdf |
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A N
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W912EK20R0011
W E
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SOLICITATION
PROJECT
LOCATION
ISLAND
ROCK
CLINTON
DAVENPORT
GUTTENBERG
DUBUQUE
KEOKUK
BURLINGTON
IOWA CITY
RAPIDS
CEDAR
DES MOINES
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QUINCY
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CASCADE
Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATE
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®of Engineers
US Army Corps of Engineers
US Army Corps
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C T C
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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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GENERAL NOTES
IN
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INDEX
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A D
THE STAGING AREA.
18. SPONSOR WILL SUPPLY STOCKPILED RIPRAP ON SITE IN
CLOSED FOR THE DURATION OF CONSTRUCTION.
17. THE WALKING TRAIL WITHIN THE WORK LIMITS WILL BE
CONTRACTING OFFICER.
WITH THE ROAD COMMISSIONERS, THE DISTRICT, AND
16. THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS
COMPLETION AT THE CONTRACTOR RESPONSIBILITY.
PRE-PROJECT CONDITIONS PRIOR TO PROJECT
ACTIVITIES SHALL BE MINIMIZED AND REPAIRED TO
15. DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION
TO CONSTRUCTION ACTIVITIES.
AND REPLACEMENT OF ANY ROADWAYS DAMAGED DUE
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
13. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.
SPECIFICATION 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
WITH THE NPDES PERMIT AS SPECIFIED.
WATER POLLUTION PREVENTION PLAN IN ACCORDANCE
10. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM
STORM WATER PERMIT PRIOR TO INITIATING CONSTRUCTION.
9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES
INFORMATION SPECIFICATION SECTION 00 73 05.
8. SEE SPECIFICATIONS FOR HYDRAULICS DATA AND GAGE
STARTING.
BY THE CONTRACTING OFFICER PRIOR TO ANY WORK
BE FIELD STAKED BY THE CONTRACTOR AND APPROVED
7. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL
CONSTRUCTION.
REPAIRING ANY UTILITIES DAMAGED DURING
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR
UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO
6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
COST.
OTHER ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL
PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR
WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR
THE CONTRACTING OFFICER AND REMAIN WITHIN THE
C-101. ADDITIONAL STAGING SHALL BE COORDINATED WITH
5. STAGING AREA FOR VEHICLE PARKING IS SHOWN ON SHEET
AND STA 26+00.
BANK OF THE MAQUOKETA RIVER BETWEEN STA 16+00
4. THE REPAIR AREA IS LOCATED ON THE RIGHT DESCENDING
3. AERIAL PHOTOGRAPHY WAS FLOWN IN 2017.
2. SITE ACCESS SHALL BE BY LAND.
LOCATED IN THE COUNTY OF DUBUQUE, IOWA.
1. THE PROJECT IS LOCATED IN THE CITY OF CASCADE
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RAILROAD
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0 200'SCALE : 1"=100'-0" 100'
GENERAL NOTES
SURVEY CONTROL
NAVD88 ELEVEASTINGNORTHINGPOINT
19-317-100 3582238.84 5593766.80 821.26
19-317-101 3582859.74 5593245.25 821.28 SET 2 1/2" USACE ALUM CAP ON 5/8" REBAR STAMPED "CASCADE 1 2019"
19-317-102 3581946.92 5594045.53 827.80
FEET TO TODAYS NAVD88 DATUM ELEVATIONS.
3. TO CONVERT TO THE HISTORIC NGVD 1929 DATUM ADD 0.11
VERTICAL: NAVD88 GEOID 12A, UNITS: US SURVEY FEET.
2. PROJECT DATUMS: HORIZONTAL: NAD83 IOWA SOUTH - 1402,
SURVEY DATE NOVEMBER, 13, 2019. 1.
IHC BRASS DISC ON D/S RDB WINGWALL
19-317-101
19-317-102
MVR45-2011 USACE ALUM CAP ATOP WALL (NOT SHOWN)
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DESCRIPTION
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0 36+00
37+00
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9.79
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5.32
ELEV 82
0.78
19_3 17_7
N 35
38.9
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67.0
ELEV 82
1.37
19_3 17_2
N 35
8.96
E 55
6.84
ELEV 82
1.42
19_3 17_2
N 35
9.70
E 55
5.20
ELEV 82
1.42
19_ 317_
N 35
6.95
E 55
5.53
ELEV 82
7.85
19_3 17_7
N 35
6.91
E 55
5.50
ELEV 82
7.87
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SITE PLAN
N
MAQUOKETA RIVER
DUBUQUE COUNTY, IOWA
THE CITY OF CASCADE
0 120'SCALE : 1"=60'-0" 60'
LINCOLN AVE
BUSINESS
BUSINESS
PIERCE ST SW
S
T A
V E W
B U C
H A N
A N S
T S W
S
T A
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FLOW
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CONSTRUCTION WORK LIMITS
K
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C L
A N
A H
A N
SEE SHEET C-103
STAGING AREA
EXISTING LEVEE
GENERAL SHEET NOTES
SEE SHEET C-104
REPAIR AREA 2
B
C A
S C
A D
SEE SHEET C-102 AND C-103
REPAIR AREA 1
ASPHALT TRAIL ACCESS ROUTE
EXISTING CASCADE RIVERFRONT
A B
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D E
FG
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KL
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N M L K J I H G F E D C B A
ID
3582741.93 3582309.78 3582051.62 3582013.30 3582170.21 3581991.29 3582004.14 3582045.13 3581993.49 3582053.20 3582249.53 3582313.42 3582494.62 3582836.34
NORTHING
5593258.61 5593606.30 5593276.93 5593309.08 5593728.46 5593760.12 5593880.63 5593935.28 5593974.00 5594034.49 5593872.89 5593793.62 5593655.76 5593375.71
EASTING
CONSTRUCTION WORK LIMITS
W E
K
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SOLICITATION
3. NO DAMAGE TO THE INTEGRITY OF THE LEVEE IS ALLOWED.
THROUGHOUT THE DURATION OF THE PROJECT.
HOWEVER THE LEVEE CROSS SECTION MUST REMAIN INTACT
NOT REQUIRE REPAIR FOLLOWING CONSTRUCTION.
2. DAMAGE TO THE ASPHALT TRAIL WITHIN WORK LIMITS DOES
FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY VIA CAD FILE UPON AWARD ON CONTRACT
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
5 805
815815815815
820820820820
820 820
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FLOW
0 40'SCALE : 1"=20'-0" 20'
A S S
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GENERAL SHEET NOTES
CONSTRUCTION WORK LIMITS
21+60 IS LOCATED APPROXIMATELY AT STA 21+79 (NLD).
APPROXIMATELY AT STA 16+48 (NLD) ENDING STATION
USES ONLY. BEGINNING STATION 16+29 IS LOCATED
NOT MATCH THE (NLD) AND IS USED FOR LEVEE REPAIR
DATABASE (NLD). THE CONTRACT STATIONING DOES
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
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REPAIR AREA 1 STA 16+29 TO STA 20+00
M A
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ASPHALT TRAIL ACCESS ROUTE
EXISTING CASCADE RIVERFRONT
ON 6" BEDDING STONE IA DOT NUMBER 5
PLACE MINIMUM 12" RIPRAP IA DOT CLASS D
H :1
V
H :1
V
H :1
V
H :1
V
E
.8
N
.8
S T
A
B E
G
IN
R
E P
A
IR
A
R E
A
RIPRAP AT A 10H:1V SLOPE
TRANSITION INTO EXISTING
W E
K
R
SOLICITATION
S T
815815
820820
820820
820 820
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
C
A S
C A
D -C
A D
S
H E
E T -2
-0
-1
-C -1 x x x .d g n
:5
:4
A
M
B E
C D J
M F
/2
/2
C-103
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
MAQUOKETA RIVER
FLOW
0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
P L
A N
S T
A
T
O S
T A
E
V E
N T L
E V
E E R
E P
A
IR
S
A
M C
C L
A N
A H
A N
GENERAL SHEET NOTES
CONSTRUCTION WORK LIMITS
21+60 IS LOCATED APPROXIMATELY AT STA 21+79 (NLD).
APPROXIMATELY AT STA 16+48 (NLD) ENDING STATION
USES ONLY. BEGINNING STATION 16+29 IS LOCATED
NOT MATCH THE (NLD) AND IS USED FOR LEVEE REPAIR
DATABASE (NLD). THE CONTRACT STATIONING DOES
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
K
M
IT
V A
L S
K Y
A1
REPAIR AREA 1 STA 20+00 TO STA 21+60
M A
T C
H L
IN
E A
/C -1
R E
P A
IR
A
R E
A
N
B
C A
S C
A D
E
.9
N
.0
S T
A
E N
D R
E P
A
IR
A
R E
A
SEE SHEET C-104
REPAIR AREA 2
ASPHALT TRAIL ACCESS ROUTE
EXISTING CASCADE RIVERFRONT
ON 6" BEDDING STONE IA DOT NUMBER 5
PLACE MINIMUM 12" RIPRAP IA DOT CLASS D
DO NOT DAMAGE
E 5593764.16
N 3582241.24
START FLOODWALL
H :1
V
H :1
V
H :1
V
H :1
V
RIPRAP AT A 10H:1V SLOPE
TRANSITION INTO EXISTING
SEE SHEET C-104
STAGING AREA
W E
K
R
S T
815815
820820
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
C
A S
C A
D -C
A D
S
H E
E T -2
-0
-1
-C -1 x x x .d g n
:5
:5
A
M
B E
C D J
M F
/2
/2
C-104
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
MAQUOKETA RIVER
FLOW
N
A S S
H O
W N
P L
A N
S T
A
T
O S
T A
0 40'SCALE : 1"=20'-0" 10' 20'
BUSINESS
E
V E
N T L
E V
E E R
E P
A
IR
S
DO NOT DAMAGE
AND CULVERT
EXISTING STORM LINE
A
M C
C L
A N
A H
A N
CONSTRUCTION WORK LIMITS
GENERAL SHEET NOTES
A
B C
D
E
E
D
C
B
A
ID
3582025.37
3582043.85
3582083.91
3582180.48
3582132.82
NORTHING
5593768.05
5593850.07
5593899.01
5593820.18
5593763.37
EASTING
STAGING AREA
K
M
IT
V A
L S
K Y
DO NOT DAMAGE
EXISTING HEADWALL
AT A 10H:1V SLOPE
TRANSITION INTO EXISTING RIRPAP
STA 25+42 (NLD).
STATION 25+22 IS LOCATED APPROXIMATELY AT
APPROXIMATELY AT STA 23+19 (NLD) AND ENDING
USES ONLY. BEGINNING STATION 23+00 IS LOCATED
NOT MATCH THE (NLD) AND IS USED FOR LEVEE REPAIR
DATABASE (NLD). THE CONTRACT STATIONG DOES
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
DO NOT DAMAGE
EXISTING FLOODWALL
R E
P A
IR
A
R E
A
B
C A
S C
A D
ACCESS ROUTE
EXISTING ASPHALT TRAIL
E
.2
N
.9
S
T A
E N
D R
E P
A
IR
A
R E
A
DO NOT DAMAGE
E 5593764.16
N 3582241.24
BEGIN FLOODWALL
DO NOT DAMAGE
E 5593937.01
N 3582053.64
END FLOODWALL
ON 9" BEDDING STONE IA DOT NUMBER 13
PLACE MINIMUM 24" RIPRAP IA DOT CLASS C
H :1
V
H :1
V
H :1
V
H :1
V
STAGING AREA
E
.7
N
.1
S
T A
B E
G
IN
R
E P
A
IR
A
R E
A
A1
REPAIR AREA 2 STA 23+00 TO STA 25+22
W E
K
R
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
C
A S
C A
D -C
A D
S
H E
E T -2
-0
-1
-C -3 x x x .d g n
:5
:1
A
M
B E
C D J
M F
/2
/2
C-301
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
MAQUOKETA RIVER
A S S
H O
W N
T Y
P
IC
A L S
E C
T
IO
N S
MAQUOKETA RIVER
5'0 10'SCALE : 1"=5'-0"
5'0 10'SCALE : 1"=5'-0"
RIVERSIDE
RIVERSIDE
E
V E
N T L
E V
E E R
E P
A
IR
S
CL
CL
LANDSIDE
GENERAL SHEET NOTES
5' MIN
10'
A
M C
C L
A N
A H
A N K
M
IT
V A
L S
K Y
DO NOT DAMAGE
EXISTING FLOOD WALL
PLACE RIPRAP EL 814.0
PLACE MINIMUM 24" IA DOT CLASS C RIPRAP
PLACE MIN 6" BEDDING STONE IA DOT NUMBER 5
2YR EL 813.03
MATCH EXISTING RIPRAP EL 818.7
PLACE MINIMUM 12" IA DOT CLASS D RIPRAP
B
C A
S C
A D
EXISTING GROUND
E1
REPAIR AREA 2 STA 23+00 TO STA 25+22
A1
REPAIR AREA 1 STA 16+29 TO STA 21+60
EXISTING GROUND
ASPHALT TRAIL EDGE
EXISTING CASCADE RIVERFRONT
PLACE MIN 36" IA DOT CLASS C RIPRAP
PLACE MIN 9" BEDDING STONE IA DOT NUMBER 13
PLACE MIN 6" BEDDING STONE IA DOT NUMBER 5
BEDDING STONE IA DOT NUMBER 5
SCOUR HOLE TO BE FILLED WITH
2YR EL 813.03
10'
5'
.5
PLACE MIN 18" IA DOT CLASS D RIPRAP
TEMPORARY ACCESS.
THE LEVEE PRISM MAY NOT BE EXCAVATED FOR
CROSS THE LEVEE BY ADDING FILL TO THE LEVEE SLOPE.
10. TEMPORARY ACCESS RAMPS MAY BE CONSTRUCTED TO
9. AVOID DAMAGING THE FLOODWALL.
ANNUAL CHANCE EXCEEDANCE.
8. WATER ELEVATION SHOWN CORRESPONDS WITH THE .5
7. ALL DISTURBED AREAS SHALL BE RESTORED AND RESEEDED.
TOP OF COMPACTED MATERIAL.
PRESSURE. SPREAD STRIPPED MATERIAL EVENLY ON
OR EQUIPMENT WITH EQUIVALENT GROUND CONTACT
COMPACT SOIL WITH AT LEAST 3 PASSES OF A D6 DOZER
DISCING, OR HARROWING. BENCHING IS NOT REQUIRED.
SURFACE TO RECEIVE FILL BY SCARIFYING, PLOWING,
TO PLACEMENT OF EXCAVATED SOILS, LOOSEN THE
LEVEE SLOPE BETWEEN STATIONS 16+29 AND 21+00. PRIOR
LIFTS, EVENLY FROM CROWN TO TOE ON THE LAND SIDE
SLOPE. SPREAD EXCAVATED MATERIAL 8" THICK LOOSE
TRANSPORT EXCAVATED SOILS TO THE LAND SIDE LEVEE
6. EXCAVATE THE RIVER SIDE SLOPE TO DESIGN GRADE AND
THIS STRIPPED MATERIAL LANDWARD OF THE LEVEE.
ON THE LEVEE LAND SIDE SLOPE. TEMPORARILY STOCKPILE
AND TOE, AND THE PLACEMENT AREA FOR EXCAVATED SOILS
AREAS TO BE EXCAVATED ON THE LEVEE RIVER SIDE SLOPE
5. STRIP VEGETATION AND ROOT ZONE (3" MAXIMUM) FROM
AT PLACEMENT LIMITS.
4. KEY IN NEWLY PLACED REVETMENT TO EXISTING MATERIAL
OFF SITE AT THE CONTRACTORS RESPONSIBILITY.
LIMITS SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED
3. CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK
LEVEE REPAIRS AND ADJACENT LEVEE.
2. SMOOTH SLOPE (MINIMUM 10H : 1V) IS REQUIRED BETWEEN
1. REFER TO SPECIFICATIONS FOR MATERIALS REQUIREMENTS.
NOTES
MATERIAL IN ACCORDANCE WITH
PLACE AND COMPACT EXCAVATED
W E
K
R
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 50-25-50-75
25 50-25-50-75
16+00
19+00
25 50-25-50-75
25 50-25-50-75
16+50
19+50
25 50-25-50-75
25 50-25-50-75
17+00
20+00
25 50-25-50-75 0
18+50
25 50-25-50-75 0
18+00
25 50-25-50-75 0
17+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
C
A S
C A
D -C
A D
S
H E
E T -2
-1
-1
-C -3 x x x .d g n
:5
:3
A
M
B E
C D J
M F
/2
/2
C-302
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
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
E
V E
N T L
E V
E E R
E P
A
IR
S
C R
O S
S S
E C
T
IO
R
P A
IR
A
R E
A S
T A
T
O S
T A
RIVERSIDE LANDSIDE
RIVERSIDE LANDSIDE
A
M C
C L
A N
A H
A N K
M
IT
V A
L S
K Y
.7
.6
.4
.4
.4
.4
.7
.7
.3
.1
.3
.1
.1
.4
.1
.4
.7
.7
.7
.7
.5
.4
.5
.4
.6
.7
.6
.7
.7
.6
.0
.3
.0
.3
.7
.3
.6
.1
.6
.1
.7
.8
.9
.6
.9
.6
.7
.0
0 20'10'SCALE : 1"=10'-0"
B
C A
S C
A D
A1
REPAIR AREA 1 STA 16+00 TO STA 20+00
W E
K
R
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 50-25-50-75 0
22+00
25 50-25-50-75 0
20+50
25 50-25-50-75 0
21+00
25 50-25-50-75 0
21+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
C
A S
C A
D -C
A D
S
H E
E T -2
-1
-1
-C -3 x x x .d g n
:5
:4
A
M
B E
C D J
M F
/2
/2
C-303
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
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
E
V E
N T L
E V
E E R
E P
A
IR
S
C R
O S
S S
E C
T
IO
P A
IR
A
R E
A S
T A
T
O S
T A
RIVERSIDE LANDSIDE
K
M
IT
V A
L S
K Y
A
M C
C L
A N
A H
A N
.7
.0
.3
.1
.3
.1
.1
.1
.1
.1
.7
.3
.7
.9
.3
.3
.3
.3
0 20'10'SCALE : 1"=10'-0"
B
C A
S C
A D
A1
REPAIR AREA 1 STA 20+50 TO STA 22+00
W E
K
R
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 50-25-50-75 0
25+50
25 50-25-50-75 0
22+50
25 50-25-50-75 0
23+00
25 50-25-50-75 0
23+50
25 50-25-50-75 0
24+00
25 50-25-50-75 0
24+50
25 50-25-50-75 0
25+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
C
A S
C A
D -C
A D
S
H E
E T -2
-1
-1
-C -3 x x x .d g n
:5
:5
A
M
B E
C D J
M F
/2
/2
C-304
C A
S C
A D
R O
C K I S
L A
N D
IL
L
IN
O
IS
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
D U
B U
Q U
E C
O U
N T
Y
IA
C A
S C
A D
E L
E V
E E
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
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
E
V E
N T L
E V
E E R
E P
A
IR
S
C R
O S
S S
E C
T
IO
P A
IR
A
R E
A S
T A
T
O S
T A
RIVERSIDE LANDSIDE
K
M
IT
V A
L S
K Y
A
M C
C L
A N
A H
A N
.0
.3
.6
.7
.6
.7
.7
.6
.7
.6
.0
.6
.5
.9
.5
.9
.0
.4
.2
.9
.2
.9
.0
.4
.0
.0
.7
.9
.7
.9
0 20'10'SCALE : 1"=10'-0"
B
C A
S C
A D
A1
REPAIR AREA 2 STA 22+50 TO STA 25+50
W E
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| B5CASCAD1901-CAD_SHEET-2019-09-12-G-001xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-G-002xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-G-003xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_SHEET-2019-11-20-V-101xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-V-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-101xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-102xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-103xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-104xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-301xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SC0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-11-19-C-302xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-11-19-C-303xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-11-19-C-304xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-G-001xxx.pdf |
| B5CASCAD1901-CAD_SHEET-2019-09-12-G-001xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-101xxx.pdf |
| B5CASCAD1901-CAD_SHEET-2019-09-12-C-101xxx |
| References |
| PW_WORKDIR:d0561686 |
| G-BSDxxx.dgn |
| B5CASCAD1901-CAD_MODEL-2019-08-28-C-SP0001.dgn |
| 2020-03-25T08:22:23-0500 | |
| MACK.THOMAS.E.1230411235 |
| 2020-03-25T08:30:08-0500 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2020-03-25T08:32:23-0500 | |
| MOTT.RONALD.L.1231238138 |
| 2020-03-25T11:05:23-0500 | |
| Roger Perk |
| 2020-03-25T11:32:47-0500 | |
| STEWART.MATTHEW.E.1231228442 |
File details come from the government source that posted it. Updated .