W912EK18R0002_Amendment_0001_Drawings.pdf
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- Solicitation number
- W912EK18R0002
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Amended Drawings
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| File | Type | Posted |
|---|---|---|
| W912EK18R0002_Amendment_0001.pdf | ||
| Pre-Bid_Meeting_Attendees_-_W912EK18R0002.pdf | ||
| W912EK18R0002.pdf |
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A N
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L A
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IL
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GENERAL
IN
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K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
MARSEILLES INDEX
STARVED ROCK INDEX
W E
K
R
SOLICITATION
A M
D
A
D D
E D E
L E
C T
R
IC
A L S
H E
E T T
O I
N D
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K A
A /1
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S O
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IC
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N N
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F
IL
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D W
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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
O
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IT
A T
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N N
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F
IL
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A M
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D W
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D B
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C T N
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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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A
B H
R
C -1 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
R O
C K I S
L A
N D
IL
L
IN
O
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C K I S
L A
N D D
IS
T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
.T
C-102
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
BELLS ISLAND
H A
W K R
O A
D
RIVER WALL
LAND WALL
A1
PLAN MARSEILLES
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
MARSEILLES LOCK CHAMBER
0 200'SCALE : 1"=100'-0" 100'
N
PROJECT WORK LIMITS
M A
R S
E
IL
L E
S
P L
A N
D
D
IL
L O
N
MA BHR
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
GENERAL SHEET NOTES
CONTRACTOR MOORING AREA
BULKHEAD STAGING AREA
B
IW
W
M A
B H
R
C -1 x x x .d g n
CONTRACTOR STAGING AREALOCKHOUSE
UPPER MITER GATE
LOWER MITER GATE
GATE LEAVES
EMERGENCY MITER
ACCESS GATE
W E
K
R
SOLICITATION
LIFTING DEVICE, SUBJECT TO GOVERNMENT APPROVAL.
POUNDS. A BULKHEAD CAN BE INSTALLED WITHOUT THE
POUNDS AND THE LIFTING DEVICE WEIGHS APPROX. 56,000
THE BULKHEADS. EACH BULKHEAD WEIGHS APPROX. 76,000
10. SEE BULKHEADS REFERENCE DRAWINGS FOR DETAILS OF
WEIGH LESS THAN 20,000 POUNDS.
MEMBERS ANCHORED TO THE CONCRETE RECESS AND
9. TEMPORARY FILLER SYSTEM WILL CONSIST OF STEEL
SYSTEM WEIGHS 30,000 POUNDS.
PHOTOS OF THE TEMPORARY FENDER SYSTEM. THE FENDER
8. SEE EXISTING PHOTOGRAPHS FOR SOLICITATION FOR
ON THIS SHEET AND NEXT TO CONTRACTOR FIELD OFFICE.
7. PLACE TEMPORARY FIELD OFFICE IN STAGING AREA NOTED
STAGING AREA AT COMPLETION OF SILL CONSTRUCTION.
CONTRACTOR TO RETURN BULKHEADS TO THE BULKHEAD
BULKHEADS WILL BE REQUIRED TO BE USED AT THIS SITE.
THE CONTRACTOR'S USE IN SILL CONSTRUCTION. SIX
THE BULKHEAD STAGING AREA NOTED ON THIS SHEET FOR
6. GOVERNMENT FURNISHED BULKHEADS WILL BE LOCATED IN
PLACE IN BULKHEAD STAGING AREA NOTED ON THIS SHEET.
CONTRACTOR TO REMOVE TEMPORARY FILLER SYSTEM AND
CONSTRUCTION TO RIVERWALL SIDE OF CHAMBER,
5. WHEN CONTRACTOR SWITCHES BULKHEAD RECESS
BULKHEAD STAGING AREA NOTED ON THIS SHEET.
FENDER SYSTEM (LANDWALL RECESS) AND PLACE IN
4. CONTRACTOR TO REMOVE GOVT INSTALLED TEMPORARY
DETAILS.
LATER DATE. SEE SPECIFICATION 00 73 05 FOR ADDITIONAL
AREA NOTED ON THIS SHEET. DISPOSAL CAN OCCUR AT A
CONTRACTOR DISPOSAL. BARGE TO BE LEFT IN MOORING
PLACE THE EMERGENCY MITER GATE LEAVES IN FOR
200 FT, NO LATER THAN 13 MAY 2019 FOR THE GOVT TO
3. CONTRACTOR TO DELIVER ONE HOPPER BARGE, 35 FT X
CONTRACTING OFFICER.
THEREFORE, COORDINATE CONFIGURATION WITH
MAY BE SHARING THIS AREA WITH GOVT FLOATING PLANT;
LEAVES IS INCLUDED IN THE THREE BARGES. CONTRACTOR
BARGE FOR DISPOSAL OF THE EMERGENCY MITER GATE
EACH PLUS ONE TOW BOAT. THE CONTRACTOR PROVIDED
MOORING SPACE FOR UP TO THREE BARGES AT 50' X 150'
2. CONTRACTOR MOORING AREA: CONTRACTOR MAY HAVE
REQUIREMENTS.
ON THIS SHEET. SEE SPECIFICATION 00 73 05 FOR SECURITY
1. MARSEILLES IS A SECURE SITE. THE ACCESS GATE IS NOTED
K A
A /2
/2
A M
D
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IT
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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 N
S I
D
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\5
\B
IW
W
M A S -2 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
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P S O
F E
N G
IN
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.S
S-201
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -2 x x x .d g n
0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
N E
W W
O R
K
E L E
V A
T
IO
N
R
IV
E R
W A
L L
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
EL 460.0
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
MA BHR
EL 486.5
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
S
P
S
P
S
P
S
P
L
2'-8" 2'-8" 5'-4"11 SP @ 2'-8" = 29'-4" 2'-8"
S T
A
.5
C B
U L
K H
E A
D R
E C
E S
S
1'-5"
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
EL 483.0
W E
K
R
SOLICITATION
#8 BAR (TYP) 1
K A
A A
M D
A
D D
E D C
A L L
O U
T /2
/2
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
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
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S
IZ
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D B
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P L
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C O
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C T N
O
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T E
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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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S -2 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-202
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -2 x x x .d g n
FLOW
N E
W W
O R
K
E L E
V A
T
IO
N
L A
N D
W A
L L
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
EL 464.0
EL 439.0
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
MA BHR
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
2'-8"2'-8"
L S
T A
.5
C B
U L
K H
E A
D R
E C
E S
S
29'-4"2'-8"5'-4"
S
P
S
P
S
P
S
P
1'-5"
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
W E
K
R
SOLICITATION
1#8 BAR (TYP)
K A
A A
M D
A
D D
E D C
A L L
O U
T /2
/2
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S -3 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-302
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -3 x x x .d g n
A1
SECTION
A3
SECTION
S E
C T
IO
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
C L
R
#6 @ 12"
10'-6''
C L
R
#6 @ 12"
10'-6''
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
MA BHR
2'-0''
EL 445.0
EL 460.0
EL 486.5 EL 486.5
6''
CLR
6''
CLR
6'' 2'-6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
W E
K
R
SOLICITATION
#8 BAR
K A
A A
M D
A
D D
E D C
A L L
O U
T A
N D M
O D
IF
IE
D D
E T
A
IL
P
A T
T E
R N
/2
/2
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
D
2 3
C
4 5
A
B
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
S-506-A1 S-506-A2 S-505-A1
S-506-A2
S-506-A2
A N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S -3 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-303
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -3 x x x .d g n
A1
SECTION
S E
C T
IO
SCALE : 3/8"=1'-0" 0 2' 4' 6'
A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
M
C A
C K
L
Y
K
A T
W A
T E
R
B J
O N
E S
2'-6''
10'-6''
MA BHR
VARIES
A4
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
B1
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6'
10'-6''
C L
R
#6 @ 12"
EL 439.0
VARIES
EL 456.5
EL 456.5
2'-6''6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY6''
C4
SECTION
C4
0 1' 2' 4'SCALE : 1/2"=1'-0"
2'-0''
'' EMBED 30" IN EPOXY GROUT
#6B @ 12"
1'-9'' 1'-0''''2 12'-2
10'-6''
B
(TYP OF 20)
#8 ANCHORS
(3) #10x4'-0"
EMBED 2'-6"
#8 ANCHORS
DRILL AND EPOXY
S
P
2'-6''
3'-3''
2'-8''
6''
CLR.
CLR.
SOLICITATION
W E
K
R
#8 BAR
/2
/2
A M
D
A
D D
E D C
A L L
O U
T K
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S -3 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-306
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -3 x x x .d g n
A1
SECTION
A3
SECTION
S E
C T
IO
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
C L
R
#6 @ 12"
10'-6''
C L
R
#6 @ 12"
10'-6''
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S
MA BHR
EL 460.0
EL 486.5EL 486.5
EL 445.0
2'-6'' 6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
6''
CLR. CLR.
6''
W E
K
R
SOLICITATION
#8 BAR 1
K A
A /2
/2
A M
D
A
D D
E D C
A L L
O U
T A
N D M
O D
IF
IE
D D
E T
A
IL
P
A T
T E
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
D
2 3
C
4 5
A
B
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
S-506-A1S-506-A2
S-505-A1
S-506-A2
S-506-A2
A N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S -3 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-307
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W
M A S -3 x x x .d g n
A1
SECTION
S E
C T
IO
A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
M
C A
C K
L
Y
K
A T
W A
T E
R
B J
O N
E S
10'-6''
MA BHR
A4
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
B1
SECTION
10'-6''
C L
R
#6 @ 12"
EL 464.0
VARIES
SCALE : 3/8"=1'-0" 0 2' 4' 6'
EL 439.0
EL 464.0
2'-6'' 6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
6''
CLR.
C4
SECTION
C4
0 1' 2' 4'SCALE : 1/2"=1'-0"
2'-0''
S
P
EMBED 30" IN EPOXY GROUT
#6B @ 12"
1'-9''1'-0'' ''2
B
(3) #10x4'-0"
EMBED 2'-6"
#8 ANCHORS
DRILL AND EPOXY
3'-3''
10'-6''
2'-8''
2'-6''
6''
CLR.
W E
K
R
SOLICITATION
#8 BAR
K A
A /2
/2
A M
D
A
D D
E D C
A L L
O U
T
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W
M A S
IL
L S -3 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-301
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N B J
O N
E S
B
IW
W
M A S
IL
L S -3 x x x .d g n
S E
C T
IO
N S
K
A T
W A
T E
R
M
C A
C K
L E
Y
C1
SECTION - SILL CONCRETE
SCALE : 3/8"=1'-0" 0 2' 4' 6'
FORM AFTER DEWATERING.
DRILL ANCHORS WITHIN FOOTPRINT OF STAY-IN-PLACE 1.
GENERAL SHEET NOTES
BULKHEAD
FURNISHED
GOVERNMENT
BULKHEAD
FURNISHED
GOVERNMENT
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
S
IL
L C
O N
C R
E T
E P
L A
C E
M E
EL. 464.65
EL. 460.0
EL. 464.65
EL. 464.65
EL. 460.0
EL. 464.65
VARIES
A1
SECTION - SILL CONCRETE
SCALE : 3/8"=1'-0" 0 2' 4' 6' 2'1'0SCALE : 1"=1'-0"A4
TYPICAL ANCHOR DETAIL
2'1'0SCALE : 1"=1'-0" A5
TYP. WEEP HOLE DETAIL
EARTH
EXISTING
CONCRETE
NEW
EARTH
EXISTING
SILL
CONCRETE
EXISTING
CONCRETE
NEW
NEW CONCRETE
HOLE TO TOP OF
EXTEND WEEP
ADD SLEEVE TO
WEEP HOLE
TO CREATE
REMOVE SLAB
6" CORE AND
IN SLEEVE
AGGREGATE
STONE
PLACE CLEAN
DEWATERING
BEFORE
WEEP HOLE
IN CORED
AGGREGATE
STONE
PLACE CLEAN
FORM
STAY-IN-PLACE
#8B
FORM
STAY-IN-PLACE
MA SILCONC
W E
K
R
SOLICITATION
#8 BAR 1
K A
A /2
/2
A M
D
A
D D
E D C
A L L
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
D
2 3
C
4 5
A
B
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 N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \9
M u lt ip le I
W L o c k s D a m s P ro je c ts \B
IW
W L
D
M A a n d L
D S
R B u lk h e a d R e c e s s e s \P la n S e ts \S h e e ts \B
IW
W
M A E -1 x x x .d g n
:4
:0
A
M b e c d d rd
/2
/2
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
.S
E-101
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
P
A N
D D
IL
L O
N
M C
A C
K L E
Y
B
IW
W
M A E -1 x x x .d g n
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
K A
T W
A T
E R
B J
O N
E S
E L E
C T
R
IC
A L D
E T
A
IL
S
MA BHR
F L
O W
CHAMBER
LOCK
STA 02+70.83
C PINTLE
A1
UPSTREAM PLAN
DEADMAN ANCHORS PLACED IN THESE AREAS TO AVOID UTILITY TRENCH
U L T
IL
IT
Y G
A L L E
R Y
B O
A T R
A
P
SHEET KEYNOTES
TAKEN WHEN INSTALLING DEADMAN ANCHORS
EXACT LOCATION NOT KNOWN; CARE SHALL BE
EXISTING CONCRETE ENCASED ELECTRICAL CONDUIT:
5 6
0 16'SCALE : 1"=8'-0" 8'
1 1 2 3
OF WORK.
LOCK EQUIPMENT NEAR AND UPSTREAM OF THE AREA
ELECTRICAL POWER TO LIGHTING, RECEPTACLES, AND
COR AND LOCK PERSONNEL TO DE-ENERGIZE ALL LOCK
ANCHORS THROUGH THE LOCK WALL, COORDINATE WITH
7. PRIOR TO CONCRETE DEMOLITION OR DRILLING HORIZONTAL
TEMPORARY JUNCTION BOX AND CABLE.
BACK TO TOW HAULAGE POWER TERMINALS. REMOVE
PROTECT CONDUCTOR ENDS AND RE-FEED EXISTING CABLE
BUSHINGS FROM EXISTING TRENCH TO TOW-HAULAGE UNIT;
INSTALL NEW 3-INCH PVC COATED RGS CONDUIT WITH
6. TOW-HAULAGE WINCH POWER, POST-CONCRETE EXCAVATION:
UNIT 480V POWER DURING CONSTRUCTION.
FROM TEMPORARY JUNCTION BOX TO FEED TOW-HAULAGE
TERMINAL BLOCKS AND INSTALL NEW TEMPORARY CABLE
TRENCH”. INSTALL TEMPORARY JUNCTION BOX WITH
PULLED BACK INTO THE ABOVE-GROUND CONCRETE “CABLE
PROTECT INDIVIDUAL CONDUCTORS WHILE THE CABLE IS
EXISTING 480V POWER AT TOW-HAULAGE TERMINALS,
5. TOW-HAULAGE WINCH POWER, TEMPORARY: DISCONNECT
LIGHT POWER SOURCE.
CONNECT NEW NAV LIGHT IN PARALLEL TO EXISTING LOCK
INSTALL NEW NAV LIGHT AT 9 FT ABOVE LOCKWALL SURFACE;
4. MAINTAIN AND PROTECT EXISTING LOCK LIGHTING POLE.
LIGHT FIXTURE.
PHOTO-CELL CONTROL ALSO CONTROLS THE NEW NAV
LIGHT POLE POWER IN THE BASE SUCH THAT THE CURRENT
THIS FIXTURE DIRECTLY IN PARALLEL WITH THE EXISTING
ACCESSORY RTO-1001. TERMINATE POWER CONDUCTOR FOR
SERIES MODEL NO. RTO-0R07-001 WITH WALL MOUNT
SCRATCH RESISTANT; DESIGN BASIS IS DIALIGHT DUROSITE
STABILIZED ABRASION RESISTANT POLYCARBONATE AND
1 KV LINE TO LINE & 2 KV LINE TO GROUND; LENS UV
120 VAC, 8 WATT (NOMINAL), 100 LPW, SURGE PROTECTION OF
APPROXIMATELY 12 INCHES FROM EXISTING LIGHT POLE;
TO EXISTING LIGHT POLE (WITH JUNCTION) BOX
3. NEW LED SIGNAL LIGHT: INSTALL NEMA 4X, PENDENT MOUNT
IN PLACE.
ROUTING UNKNOWN. REMOVE CONDUCTORS AND ABANDON
2. EXISTING CONDUIT FOR SHORT NAVIGATION LIGHT, EXACT
LIGHT POLE.
CONDUCTORS BACK TO TERMINATION POINT AT NEARBY
1. DEMOLISH EXISTING NAVIGATION LIGHT AND POLE AND
W E
K
R
SOLICITATION
/2
/2
K A
A A
M D
C
O R
R E
C T
E D S
H E
E T T
IT
L
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R
B H
R
C -1 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
C-101
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
A R
V E
D R
O C
K
P L
A N
RIVER WALL
LAND WALL
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
N
PROJECT WORK LIMITS
0 200'SCALE : 1"=100'-0" 100'A1
PLAN STARVED ROCK
STARVED ROCK LOCK CHAMBER
D
D
IL
L O
N
SR BHR
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
GENERAL SHEET NOTES
LOCKHOUSE
CONTRACTOR MOORING AREA
CO
UNTY HIG
HW
AY 34 (DEE BENNETT RO
AD)
BULKHEAD STAGING AREA
CONTRACTOR STAGING AREA
CONTRACTOR PARKING (4 SPACES)
B
IW
W S
R
B H
R
C -1 x x x .d g n
FOR REQUIREMENTS.
PLANT LOCATED ON DAM. SEE SPECIFICATION 00 73 05
BURIED 15V ELECTRICAL CABLES TO HYDROPOWER
GATE LEAVES
EMERGENCY MITER
GATE LEAVES
UPPER MITER
LOWER MITER GATE
ACCESS GATE
W E
K
R
SOLICITATION
1 LIFTING DEVICE, SUBJECT TO GOVERNMENT APPROVAL.
POUNDS. A BULKHEAD CAN BE INSTALLED WITHOUT THE
POUNDS AND THE LIFTING DEVICE WEIGHS APPROX. 56,000
THE BULKHEADS. EACH BULKHEAD WEIGHS APPROX. 76,000
10. SEE BULKHEADS REFERENCE DRAWINGS FOR DETAILS OF
WEIGH LESS THAN 20,000 POUNDS.
MEMBERS ANCHORED TO THE CONCRETE RECESS AND
9. TEMPORARY FILLER SYSTEM WILL CONSIST OF STEEL
SYSTEM WEIGHS 30,000 POUNDS.
PHOTOS OF THE TEMPORARY FENDER SYSTEM. THE FENDER
8. SEE EXISTING PHOTOGRAPHS FOR SOLICITATION FOR
ON THIS SHEET AND NEXT TO CONTRACTOR FIELD OFFICE.
7. PLACE TEMPORARY FIELD OFFICE IN STAGING AREA NOTED
STAGING AREA AT COMPLETION OF SILL CONSTRUCTION.
CONTRACTOR TO RETURN BULKHEADS TO THE BULKHEAD
BULKHEADS WILL BE REQUIRED TO BE USED AT THIS SITE.
THE CONTRACTOR'S USE IN SILL CONSTRUCTION. SIX
THE BULKHEAD STAGING AREA NOTED ON THIS SHEET FOR
6. GOVERNMENT FURNISHED BULKHEADS WILL BE LOCATED IN
PLACE IN BULKHEAD STAGING AREA NOTED ON THIS SHEET.
CONTRACTOR TO REMOVE TEMPORARY FILLER SYSTEM AND
CONSTRUCTION TO RIVERWALL SIDE OF CHAMBER,
5. WHEN CONTRACTOR SWITCHES BULKHEAD RECESS
BULKHEAD STAGING AREA NOTED ON THIS SHEET.
FENDER SYSTEM (LANDWALL RECESS) AND PLACE IN
4. CONTRACTOR TO REMOVE GOVT INSTALLED TEMPORARY
DETAILS.
LATER DATE. SEE SPECIFICATION 00 73 05 FOR ADDITIONAL
AREA NOTED ON THIS SHEET. DISPOSAL CAN OCCUR AT A
CONTRACTOR DISPOSAL. BARGE TO BE LEFT IN MOORING
PLACE THE EMERGENCY MITER GATE LEAVES IN FOR
200 FT, NO LATER THAN 13 MAY 2019 FOR THE GOVT TO
3. CONTRACTOR TO DELIVER ONE HOPPER BARGE, 35 FT X
CONTRACTING OFFICER.
THEREFORE, COORDINATE CONFIGURATION WITH
MAY BE SHARING THIS AREA WITH GOVT FLOATING PLANT;
LEAVES IS INCLUDED IN THE THREE BARGES. CONTRACTOR
BARGE FOR DISPOSAL OF THE EMERGENCY MITER GATE
EACH PLUS ONE TOW BOAT. THE CONTRACTOR PROVIDED
MOORING SPACE FOR UP TO THREE BARGES AT 50' X 150'
2. CONTRACTOR MOORING AREA: CONTRACTOR MAY HAVE
SECURITY REQUIREMENTS.
NOTED ON THIS SHEET. SEE SPECIFICATION 00 73 05 FOR
1. STARVED ROCK IS A SECURE SITE. THE ACCESS GATE IS
K A
A /2
/2
A M
D
E
D
IT
E D N
O T
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
D
2 3
C
4 5
A
B
M A
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D A
T E
S
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S U
B M
IT
T E
D B
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P L
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C A
L E
P L
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A T
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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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -2 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-201
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -2 x x x .d g n
FLOW
E L E
V A
T
IO
N M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
EL 464.0
EL 439.0
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SR BHR
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
P R
E C
A S
T P
A N
E L S A
N D B
U L
K H
E A
D R
E C
E S
S
L A
N D
W A
L L
S T
A .4
1'-5"
L
11 SP @ 2'-8" = 29'-4" 2'-8" 2'-8"
S T
A
.0
C B
U L
K H
E A
D R
E C
E S
S
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
EL 459.67
S
P
S
P
5'-4"2'-8"
S
P
S
P
W E
K
R
SOLICITATION
#8 BAR (TYP) 1
K A
A /2
/2
A M
D
A
D D
E D C
A L L
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -2 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-202
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -2 x x x .d g n
FLOW
E L E
V A
T
IO
N
0 2' 4' 8'SCALE : 1/4"=1'-0"
M
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
EL 464.0
EL 439.0
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SR BHR
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
P R
E C
A S
T P
A N
E L S A
N D B
U L
K H
E A
D R
E C
E S
S
R
IV
E R W
A L L
S T
A .4
L
1'-5"
2'-8"5'-4" 11 SP @ 2'-8" = 29'-4"2'-8"2'-8"
S
P
S
P
S
P
S
P
S T
A
.0
C B
U L
K H
E A
D R
E C
E S
S
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
W E
K
R
SOLICITATION
#8 BAR (TYP)
K A
A /2
/2
A M
D
A
D D
E D C
A L L
O U
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -3 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-302
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -3 x x x .d g n
A1
SECTION
A3
SECTION
S E
C T
IO
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
10'-6'' 10'-6''
C L
R
C L
R
#6 @ 12" #6 @ 12"
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
L A
N D
W A
L L
SR BHR
EL 464.0 EL 464.0
EL 439.0
EL 426.0
VARIES
2'-6''6''
6''
CLR
6''
CLR
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
W E
K
R
SOLICITATION
#8 BAR
K A
A /2
/2
A M
D
A
D D
E D C
A L L
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
D
2 3
C
4 5
A
B
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
S-506-A1 S-506-A2 S-505-A1
S-506-A2
S-506-A2
A N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -3 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-303
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -3 x x x .d g n
A1
SECTION
S E
C T
IO
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
A4
SECTION
C4
SECTION
EMBED 18" IN EPOXY GROUT
#6B @ 12"#6 @ 12"
C4
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
2'-0''
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
EMBED 30" IN EPOXY GROUT
#6B @ 12"
SR BHR
B1
SECTION
10'-6''
C L
R
#6 @ 12"
EL 464.0
EL 439.0
VARIES
L A
N D
W A
1'-9'' 1'-0''''2
10'-6''
10'-6''
B
(3) #10x4'-0"
VARIES
EL 464.0
SCALE : 3/8"=1'-0" 0 2' 4' 6'
6'' 2'-6''
#8 ANCHORS EMBED 2'-6"
DRILL AND EPOXY
EMBED 2'-6"
#8 ANCHORS
DRILL AND EPOXY
6''
CLR.
CLR.
6"
S
P
2'-6''
3'-3''
2'-8''
6''
CLR.
W E
K
R
SOLICITATION
#8 BAR
K A
A /2
/2
A M
D
A
D D
E D C
A L L
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -3 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-306
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -3 x x x .d g n
A1
SECTION
A3
SECTION
S E
C T
IO
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
10'-6'' 10'-6''
C L
R
#6 @ 12" #6 @ 12"
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
C L
R
SR BHR
EL 464.0
EL 439.0
EL 464.0
EL 426.0
VARIES
R
IV
E R W
A L L
6'' 2'-6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
6''
CLR.
6''
CLR.
W E
K
R
SOLICITATION
#8 BAR
K A
A /2
/2
A M
D
A
D D
E D C
A L L
O U
T A
N D M
O D
IF
IE
D P
A T
T E
R N D
E T
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
D
2 3
C
4 5
A
B
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
S-506-A1S-506-A2
S-505-A1
S-506-A2
S-506-A2
A N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S -3 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-307
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N
B
IW
W S
R S -3 x x x .d g n
A1
SECTION
S E
C T
IO
C A
C K
L E
Y
K
A T
W A
T E
R
B J
O N
E S
A4
SECTION
C4
SECTION
#6 @ 12"
C4
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
2'-0''
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
S
P
EMBED 30" IN EPOXY GROUT
#6B @ 12"
SR BHR
B1
SECTION
10'-6''
C L
R
#6 @ 12"
EL 464.0
EL 439.0
VARIES
1'-9''1'-0'' ''2
10'-6''
VARIES
EL 464.0
B
(3) #10x4'-0"
R
IV
E R W
A L L
2'-6'' 6''
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
EMBED 2'-6"
#8 ANCHORS
DRILL AND EPOXY
6''
CLR.
3'-3''
10'-6''
2'-8''
6''
CLR.
2'-6''
6''
CLR.
W E
K
R
SOLICITATION
#8 BAR
K A
A /2
/2
A M
D
A
D D
E D C
A L L
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
D
2 3
C
4 5
A
B
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 N
S I
D
E ic s p d f2 \1
\5
\B
IW
W S
R S
IL
L S -3 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/2
/2
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
.S
S-301
IN
O
IS
R
IV
E R B
A S
IN
B
IW
W
D
IL
L O
N B J
O N
E S
B
IW
W S
R S
IL
L S -3 x x x .d g n
A1
SECTION - SILL CONCRETE
C1
SECTION - SILL CONCRETE
SCALE : 3/8"=1'-0" 0 2' 4' 6'
SCALE : 3/8"=1'-0" 0 2' 4' 6'
S E
C T
IO
N S
K
A T
W A
T E
R
M
C A
C K
L E
Y
S
IL
L C
O N
C R
E T
E P
L A
C E
M E
EL. 442.15 EL. 442.15
EL. 439.0
EL. 442.15
EL. 439.0
EL. 442.15
VARIES
FORM AFTER DEWATERING.
DRILL ANCHORS WITHIN FOOTPRINT OF STAY-IN-PLACE 1.
GENERAL SHEET NOTES
BULKHEAD
FURNISHED
GOVERNMENT
BULKHEAD
FURNISHED
GOVERNMENT
2'1'0SCALE : 1"=1'-0"
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
A4
TYPICAL ANCHOR DETAIL
2'1'0SCALE : 1"=1'-0" A5
TYP. WEEP HOLE DETAIL
CONCRETE
NEW
EARTH
EXISTING
SILL
CONCRETE
EXISTING
CONCRETE
NEW
NEW CONCRETE
HOLE TO TOP OF
EXTEND WEEP
ADD SLEEVE TO
IN SLEEVE
AGGREGATE
STONE
PLACE CLEAN
EARTH
EXISTING
WEEP HOLE
TO CREATE
REMOVE SLAB
6" CORE AND
DEWATERING
BEFORE
WEEP HOLE
IN CORED
AGGREGATE
STONE
PLACE CLEAN
SR SILCONC
STAY-IN-PLACE FORM
STAY-IN-PLACE FORM
#8B
W E
K
R
SOLICITATION
#8 BAR 1
K A
A /2
/2
A M
D
A
D D
E D C
A L L
O
| B5IWW1711_G-002xxx |
| B5IWW1711_G-002xxx |
| B5IWW1711_MA_BHR_C-102xxx |
| B5IWW1711_MA_BHR_C-102xxx |
| B5IWW1711_MA_S-201xxx |
| B5IWW1711_MA_S-201xxx |
| B5IWW1711_MA_S-202xxx |
| B5IWW1711_MA_S-202xxx |
| B5IWW1711_MA_S-302xxx |
| B5IWW1711_MA_S-302xxx |
| B5IWW1711_MA_S-303xxx |
| B5IWW1711_MA_S-303xxx |
| B5IWW1711_MA_S-306xxx |
| B5IWW1711_MA_S-306xxx |
| B5IWW1711_MA_S-307xxx |
| B5IWW1711_MA_S-307xxx |
| B5IWW1711_MA_SILL_S-301xxx |
| B5IWW1711_MA_SILL_S-301xxx |
| B5IWW1711_SR_BHR_C-101xxx |
| B5IWW1711_SR_BHR_C-101xxx |
| B5IWW1711_SR_S-201xxx |
| B5IWW1711_SR_S-201xxx |
| B5IWW1711_SR_S-202xxx |
| B5IWW1711_SR_S-202xxx |
| B5IWW1711_SR_S-302xxx |
| B5IWW1711_SR_S-302xxx |
| B5IWW1711_SR_S-303xxx |
| B5IWW1711_SR_S-303xxx |
| B5IWW1711_SR_S-306xxx |
| B5IWW1711_SR_S-306xxx |
| B5IWW1711_SR_S-307xxx |
| B5IWW1711_SR_S-307xxx |
| B5IWW1711_SR_SILL_S-301xxx |
| B5IWW1711_SR_SILL_S-301xxx |
File details come from the government source that posted it.