W912EK19B0002_Drawings.pdf
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A N
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C O
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2018 FLOOD EVENT EROSION REPAIRS
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ILLINOIS RIVER BASIN
SID SIMPSON FLOOD CONTROL PROJECT
BEARDSTOWN, ILLINOIS
SANITARY DISTRICT OF BEARDSTOWN
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SOLICITATION
Contract:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATEDATE
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
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
A
B
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D
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F
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2 3 4 5 6 7 8 9 10
Solicitation: W912EK1980002
JUNE 2019
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SCALE : NTS
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INDEX
IN
D
E X A
N D G
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A L N
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W E
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SERVICE AS NECESSARY.
1 800-892-0123. LOCATE UTILITIES USING COMMERCIAL
STATE OF ILLINOIS ONE CALL SYSTEM, JULIE, AT
AT LEAST TWO DAYS PRIOR TO ANY EXCAVATION, CALL
10. THE CONTRACTOR SHALL IDENTIFY AND AVOID UTILITIES.
OFFICER'S APPROVAL.
DAMAGED AS PART OF THE PROJECT WITHOUT CONTRACTING
9. NO TREES SHALL BE CUT, CLEARED OR OTHERWISE
OF REPAIR AREA, SEE SPECIFICATIONS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS
ON THE DRAWINGS.
7. ALL WORK MUST REMAIN WITHIN THE WORK LIMITS SHOWN
APPROVAL PRIOR TO COMMENCING WORK.
BY THE CONTRACTOR FOR THE CONTRACTING OFFICER'S
ALIGNMENT OF PROJECT FEATURES SHALL BE FIELD STAKED
6. ALL FEATURES ARE PAPER ALIGNMENTS AND FINAL
AND ACCESS REQUIREMENTS.
5. CONTRACTOR SHALL FILED VERIFY ELEVATION, DIMENSIONS,
ILLINOIS.
INFORMATION FOR THE ILLINOIS RIVER AT BEARDSTOWN,
4. SEE SPECIFICATIONS FOR HYDRAULIC DATA AND GAGE
ILLINOIS RIVER NEAR APPROXIMATE RIVER MILE 88.4.
FLOODWALL ALONG THE LEFT DESCENDING BANK OF THE
3. THE REPAIR AREA IS LOCATED ON THE RIVERSIDE OF THE
2. AERIAL PHOTOGRAPHY WAS FLOWN IN 2015.
BEARDSTOWN, ILLINOIS.
1. THE SID SIMPSON FLOOD CONTROL PROJECT IS IN
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ABBREVIATIONS
SCALE : NTSSCALE : NTS
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CONTROL POINT
BORING LOCATION
NORTH INDICATOR
BREAKLINE
WORK LIMITS
CENTERLINE
EXISTING GROUND PROFILE
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SOLICITATION
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SURVEY CONTROL PLAN
POINT ID NORTH EAST NAVD88 DESCRIPTION
SURVEY CONTROL
N
CONTROL POINT IWW-26
18-176-200
CONTROL POINT TOP WALL
18-177-263
CONTROL POINT F 240
18-177-319
M S
C U
D D
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0 400'SCALE : 1"=200'-0" 200'
GENERAL SHEET NOTES
FL
OWILL
IN
OI
S
RI
VER
CASS COUNTY ILLINOIS
BEARDSTOWN
W E
K
NAVD29 ADD 0.35 FEET.
TO CONVERT PROJECT DATUM NAVD88 TO HISTORIC 4.
VERTICAL: NAVD88 GEIOD 12A, UNITS: SURVEY FEET.
PROJECT DATUM: HORIZONTAL: NAD83 ILLINOIS WEST 1202, 3.
FIELD BOOK FC-18-3 PAGES 4 THROUGH 9.2.
SURVEY COMPLETED IN JUNE AND DECEMBER, 2018.1.
18-177-263 1220155.72 2220331.90 455.02 RIVERSIDE CORNER TOP FLOOD WALL NEAR PUMP STA
18-177-319 1219593.99 2219351.94 454.80 F 240 PID LD0169 BRASS DISC USGS 1961
18-176-200 1222607.48 2223381.75 455.88 IWW-26 PID BBCN25 ALUM DISC SEAS 2011 (PROVIDED FOR INFORMATION ONLY)
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SITE PLAN
N
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BREADSTOWN
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0 200'SCALE : 1"=100'-0" 100'
DO NOT DAMAGE
EXISTING FLOODWALL
A
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D D
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S T
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EAST
3R
D
ST
EAST
2N
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S O
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SEE SHEETS C-102 AND C-103
REPAIR AREA STA 32+20 TO STA 39+30
WORK LIMITS
CONSTRUCTION
W E
K
WORK LIMITS
CONSTRUCTION
EXISTING LEVEE
FLOODWALL
EXISTING
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SOLICITATION
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2 3 4 5 6 7 8 9 10
430 43
455 455
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ILLINOIS RIVER
CASS COUNTY IL
BREADSTOWN
FLOW
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P A
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GENERAL SHEET NOTES
N
A1
PLAN REPAIR AREA STA 31+00 TO STA 36+00
0 40'SCALE : 1"=20'-0" 10' 20'
M A
T C
H L
IN
E S
T A
A1 C-301
S T
A
10'
DO NOT DAMAGE
EXISTING FLOODWALL
A
H E
D D
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S T
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N 1220731.78, E 2221291.92
BEGIN RIPRAP PLACEMENT STA 32+20, 0' RT
N 1220736.56, E 2221300.56
STA 32+10, 0' RT
LANDING DO NOT DAMAGE
EXISTING STAIRCASE AND CONCRETE
WORK LIMITS
CONSTRUCTION
ON EXISTING GROUND
PLACE RIPRAP IL DOT RR-5
W E
K
EXISTING RIPRAP
FLOODWALL
EXISTING
2H:1V SLOPE
RIPRAP PLACEMENT.
SHALL REMOVE ALL DEBRIS THAT WOULD INTERFERE WITH
3. PRIOR TO CONSTRUCTION ACTIVITIES THE CONTRACTOR
2. THE CONTRACTOR SHALL REPAIR THE RIVERSIDE EROSION.
BE BY RIVER.
1. ACCESS TO THE PROJECT SITE FOR CONSTRUCTION SHALL
/0
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430 43
430 430
435 435 435 435 435 435440440440440440 445 445 445 445
450450450450450 455
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F E
N G
IN
E E
R S
B E
A R
D S
T O
W N
IL
L
IN
O
IS
S
ID
S
IM
P S
O N F
L O
O D C
O N
T R
O L P
R O J E
C T
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S A
N
IT
A R
Y D
IS
T R
IC
T O
F B
E A
R D
S T
O W
N
A S S
H O
W N
A
M C
C L
A N
A H
A N
ILLINOIS RIVER
CASS COUNTY IL
BREADSTOWN
FLOW
R E
P A
IR
A
R E
A
P L
A N
A
A N
D E
R S
O N
J F
R A
T A
M
IC
O
GENERAL SHEET NOTES
A1 C-301
N
A1
PLAN REPAIR AREA STA 36+00 TO STA 41+00
0 40'SCALE : 1"=20'-0" 10' 20'
M A
T C
H L
IN
E S
T A
S T
A
10'
DO NOT DAMAGE
EXISTING FLOODWALL
A
H E
D D
L E
S T
E N
N 1220368.24, E 2220670.73
STA 39+40, 0' RT
N 1220373.55, E 2220679.21
END RIPRAP PLACEMENT STA 39+30, 0' RT
WORK LIMITS
CONSTRUCTION
ON EXISTING GROUND
PLACE RIPRAP IL DOT RR-5
W E
K
FLOODWALL
EXISTING
RIPRAP
EXISTING
WITH RIPRAP PLACEMENT.
SHALL REMOVE ALL DEBRIS THAT WOULD INTERFERE
3. PRIOR TO CONSTRUCTION ACTIVITIES THE CONTRACTOR
2. THE CONTRACTOR SHALL REPAIR THE RIVERSIDE EROSION.
BE BY RIVER.
1. ACCESS TO THE PROJECT SITE FOR CONSTRUCTION SHALL
/0
/0
SOLICITATION
EXISTING RIPRAP
2H:1V SLOPE
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
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IG
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A P
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®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
S
S F
C P
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:4
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C-301
F
L O
O D E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
B S
S F
C P
R
B S
S F
C P
R
C -3
.d g n
R O
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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R S
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A R
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IL
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IN
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IS
S
ID
S
IM
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R O J E
C T
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L
IN
O
IS
R
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A S
IN
S A
N
IT
A R
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IS
T R
IC
T O
F B
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R D
S T
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N
A S S
H O
W N
A
M C
C L
A N
A H
A N A
A N
D E
R S
O N
J F
R A
T A
M
IC
O
T Y
P
IC
A L S
E C
T
IO
GENERAL SHEET NOTES
CAP AND FACING
REINFORCED CONCRETE
CONSTRUCTION JOINT
REINFORCED CONCRETE CAP
EXISTING GROUND
CONCRETE FLOODWALL
EL 433.3
24' - STEEL SHEET PILING
WOOD PILING
5'
A1
TYPICAL SECTION
0 2' 4' 8'SCALE : 1/4"=1'-0"
PLACE 18" MIN RIPRAP RR-5
A
H E
D D
L E
S T
E N
EXISTING GROUND VARIES
APPROX EL 455.0 AND VARIES
EL 430.75
FLAT POOL: 428.65 NAVD88
429.00 NAVD29
RIVERSIDELANDSIDE
W E
K
EXISTING RR-3 RIPRAP
/0
/0
SOLICITATION
6. AVOID DAMAGING THE FACE AND BASE OF THE FLOODWALL.
ALLOW PLACEMENT OF MINIMUM 18" OF RIPRAP.
BE REDISTRIBUTED TO A MAXIMUM ELEVATION OF 431.8 TO
5. PRIOR TO PLACEMENT OF RIPRAP EXISTING MATERIAL SHALL
MAINTAIN 18" MINIMUM RIPRAP THICKNESS.
UPSTREAM AND DOWNSTREAM PLACEMENT LIMITS TO
4. KEY IN NEWLY PLACED RIPRAP INTO EXISTING MATERIAL AT
3. RIPRAP SHALL BE PLACED TO MINIMUM THICKNESS OF 18".
EXISTING GROUND.
ELEVATION OF 433.3, WITH A 2H:1V SLOPE DOWN TO
2. RIPRAP SHALL BE PLACED OVER EXISTING GROUND TO TOP
1. RIPRAP SHALL CONFORM TO IL DOT RR-5.
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
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C A
L E
P L
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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 75-15
25 50 75-15
25 50 75-15
25 50 75-15
25 50 75-15
25 50 75-15
32+20
34+00
32+50
33+00
33+50
34+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
S
S F
C P
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C -3
.d g n
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C-302
F
L O
O D E
V E
N T E
R O
S
IO
N R
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A
IR
S
B S
S F
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R
B S
S F
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C -3
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IL
L
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IS
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C K I S
L A
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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
B E
A R
D S
T O
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IL
L
IN
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IS
S
ID
S
IM
P S
O N F
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O N
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C T
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R
IV
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A S
IN
S A
N
IT
A R
Y D
IS
T R
IC
T O
F B
E A
R D
S T
O W
N
A S S
H O
W N
A
M C
C L
A N
A H
A N A
A N
D E
R S
O N
J F
R A
T A
M
IC
O
A1
CROSS SECTIONS STA 32+20 TO STA 34+50
EL 433.3 (TYP)
EXISTING FLOODWALL (TYP)
EXISTING GROUND (TYP)
0 20'SCALE : 1"=10'-0" HORIZONTAL 5' 10' 0 20'SCALE : 1"=10'-0" VERTICAL 5' 10'
18" MIN RIPRAP RR-5 (TYP)
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
A
H E
D D
L E
S T
E N
GENERAL SHEET NOTES
5' (TYP)
RIVERSIDE
W E
K
EXISTING RR-3 RIPRAP (TYP)
3. AVOID DAMAGING THE FACE AND BASE OF THE FLOODWALL.
ALLOW PLACEMENT OF 18" MINIMUM OF RR-5 RIPRAP.
LIMITS TO A MAXIMUM ELEVATION OF 431.8 NAVD88 TO
REDISTRIBUTE MATERIAL WITHIN THE RIPRAP PLACEMENT
EXISTING MATERIAL ABOVE ELEVATION 431.8 NAVD88,
2. AT LOCATIONS WHERE THE PRELIMINARY SURVEY SHOWS
1. SOUNDING OCCURRED IN JUNE AND DECEMBER 2018.
/0
/0
2H:1V (TYP)
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 75-15
25 50 75-15
25 50 75-15
25 50 75-15
25 50 75-15
25 50 75-15
36+50
37+00
37+50
35+00
35+50
36+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
S
S F
C P
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C -3
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C-303
F
L O
O D E
V E
N T E
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S
IO
N R
E P
A
IR
S
B S
S F
C P
R
B S
S F
C P
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C -3
.d g n
R O
C K I S
L A
N D
IL
L
IN
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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
B E
A R
D S
T O
W N
IL
L
IN
O
IS
S
ID
S
IM
P S
O N F
L O
O D C
O N
T R
O L P
R O J E
C T
IL
L
IN
O
IS
R
IV
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A S
IN
S A
N
IT
A R
Y D
IS
T R
IC
T O
F B
E A
R D
S T
O W
N
A S S
H O
W N
A
M C
C L
A N
A H
A N A
A N
D E
R S
O N
J F
R A
T A
M
IC
O
A1
CROSS SECTIONS STA 35+00 TO STA 37+50
18" MIN RIPRAP RR-5 (TYP)
EL 433.3 (TYP)
EXISTING GROUND (TYP)
EXISTING FLOODWALL (TYP)
0 20'SCALE : 1"=10'-0" HORIZONTAL 5' 10' 0 20'SCALE : 1"=10'-0" VERTICAL 5' 10'
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
A
H E
D D
L E
S T
E N
GENERAL SHEET NOTES
5' (TYP)
RIVERSIDE
W E
K
EXISTING RR-3 RIPRAP (TYP)
3. AVOID DAMAGING THE FACE AND BASE OF THE FLOODWALL.
PLACEMENT OF 18" MINIMUM OF RR-5 RIPRAP.
LIMITS TO A MAXIMUM ELEVATION OF 431.8 NAVD88 ALLOW
REDISTRIBUTE MATERIAL WITHIN THE RIPRAP PLACEMENT
EXISTING MATERIAL ABOVE ELEVATION 431.8 NAVD88,
2. AT LOCATIONS WHERE THE PRELIMINARY SURVEY SHOWS
1. SOUNDING OCCURRED IN JUNE AND DECEMBER 2018.
/0
/0
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 75-15
25 50 75-15
25 50 75-15
25 50 75-15
38+00
38+50
39+30
39+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
S
S F
C P
R
C -3
.d g n
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:1
A
M
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C D J
M F
/6 /2
C-304
F
L O
O D E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
B S
S F
C P
R
B S
S F
C P
R
C -3
.d g n
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
B E
A R
D S
T O
W N
IL
L
IN
O
IS
S
ID
S
IM
P S
O N F
L O
O D C
O N
T R
O L P
R O J E
C T
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S A
N
IT
A R
Y D
IS
T R
IC
T O
F B
E A
R D
S T
O W
N
A S S
H O
W N
A
M C
C L
A N
A H
A N A
A N
D E
R S
O N
J F
R A
T A
M
IC
O
A1
CROSS SECTIONS STA 38+00 TO STA 39+30
18" MIN RIPRAP RR-5 (TYP)
EL 433.3 (TYP)
EXISTING GROUND (TYP)
EXISTING FLOODWALL (TYP)
0 20'SCALE : 1"=10'-0" HORIZONTAL 5' 10' 0 20'SCALE : 1"=10'-0" VERTICAL 5' 10'
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
A
H E
D D
L E
S T
E N
GENERAL SHEET NOTES
5' (TYP)
RIVERSIDE
W E
K
EXISTING RR-3 RIPRAP (TYP)
3. AVOID DAMAGING THE FACE AND BASE OF THE FLOODWALL.
ALLOW PLACEMENT OF 18" MINIMUM OF RR-5 RIPRAP.
LIMITS TO A MAXIMUM ELEVATION OF 431.8 NAVD88 TO
REDISTRIBUTE MATERIAL WITHIN THE RIPRAP PLACEMENT
EXISTING MATERIAL ABOVE ELEVATION 431.8 NAVD88,
2. AT LOCATIONS WHERE THE PRELIMINARY SURVEY SHOWS
1. SOUNDING OCCURRED IN JUNE AND DECEMBER 2018.
/0
/0
| B5SSFCPR1801_G-001 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_G-002 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_G-003 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_V-101 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCRP1801_V-TB0001.dgn |
| BACKGROUNG RASTER.dgn |
| B5SSFCPR1801_C-101 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| B5SSFCPR1801_C-102 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| B5SSFCPR1801_C-103 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| B5SSFCPR1801_C-301 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SC0001.dgn |
| B5SSFCPR1801_C-302 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| B5SSFCPR1801_C-303 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| B5SSFCPR1801_C-304 |
| References |
| PW_WORKDIR:d0540677 |
| G-BSDxxx.dgn |
| B5SSFCPR1801_C-SP0001.dgn |
| 2019-06-07T13:28:21-0500 | |
| HAMILTON.DENNIS.W.1231227810 |
| 2019-06-07T12:45:27-0500 | |
| NICKEL.RICHARD.T.1230351526 |
| 2019-06-07T13:02:19-0500 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2019-06-07T13:07:17-0500 | |
| HACKBARTH.ERIC.A.1260354082 |
| 2019-06-07T13:11:29-0500 | |
| MOTT.RONALD.L.1231238138 |
| 2019-06-07T13:16:02-0500 | |
| Roger Perk |
File details come from the government source that posted it.