Amendment_0002_PLAN_SET_VOL_III_MA.pdf
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- ILLINOIS RIVER BASIN; MARSEILLES AND STARVED ROCK LOCKS; LASALLE COUNTY, IL, MITER GATE INSTALLATION
- Solicitation number
- W912EK19R0012
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Amendment 0002_Plan Set_Vol III_Marseilles
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R E
A M R
E C
E S
S E
S
''4 19'-1
''4 126'-5
M J
M J
VOLUME III
B
IW
L D
V O
L
II
I_
S D x x x .d g n
W E
K
R
E J
O H
N S
O N
/0
/0
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP 3.
2. SILL NOT SHOWN FOR CLARITY.
CONCRETE
PINTLE. CUT EXISTING ANCHORS FLUSH WITH
REMOVE ALL EMBEDDED METALS OF THE QUOIN AND 1.
SOLICITATION
M U
L T
IP
L E S
IT
E S
B J
O N
E S
A .C
A M
P B
E L L
A B
C
A U
G
A M
D N
O .0
U
P D
A T
E D D
E T
A
IL
N
U M
B 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 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 p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
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 \0
M a rs e il le s \B
IW
L D
C
A D V
O L I
II
M
IT
E
R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
:4
:3
P
M b e c d d rd
D
A T
E
S-101
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
CHAMBER
LOCK
N
S-105
A1 S-110
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
F L
O W
P L
A N
U P
S T
R E
A M
GENERAL SHEET NOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
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
B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
PIT
GEAR
BULL
PIT
GEAR
BULL
LIGHT POST
EL 464.65
EL 461.65
VALVE PITS
LIGHT POST
EL 486.5 EL 486.5
VALVE PITS
02+39.25
MJ STA
01+93.04
MJ STA
01+93.04
MJ STA
02+39.25
MJ STA
A1
PLAN - UPPER MITER GATE
UPPER MITER GATE SILL
A1 S-315
A1 S-350
W E
K
R
E J
O H
N S
O N
/0
/0
EL 445.0
EL 444.0
B J
O N
E S
K
A T
W A
T E
R M
U L T
IP
L E S
IT
E S
MITER GATES NOT SHOWN FOR CLARITY.2.
SILL AND QUOIN FIT TO THE GATES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINALIZE
LOWER BULKHEADS, AND DEWATER THE LOCK CHAMBER.
LOWER BULKHEADS, SET THE NEW MITER GATES, SET
USACE TO REWATER THE LOCK CHAMBER, REMOVE 1.
SOLICITATION
RIVERWALL LANDWALL
RIVER WALL RECESS
UPPER MITER GATE
LANDWALL RECESS
UPPER MITER GATE
NEW RIVER WALL CONTROL STAND
NEW LANDWALL CONTROL STAND
K A
A J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E D
E T
A
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
A N
S I
D p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
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 \0
M a rs e il le s \B
IW
L D
C
A D V
O L I
II
M
IT
E
R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
:4
:1
P
M b e c d d rd
D
A T
E
S-105
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
P L
A N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
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
L A
S A
L L E C
O U
N T
Y
B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
FLOW
A1 S-205
0 2' 4' 8'SCALE : 1/4"=1'-0"
A5 S-304
A1 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
A1 S-302
5'-2''
''2 110'-7
''2 110'-7
''2 111'-3
S-141
A1
''2 14'-9
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T
M
L T
IP
L E S
IT
E S
SOLICITATION
R
IV
E R W
A L L U
P S
T R
E A
M
A1
PLAN - RIVER WALL UPSTREAM
1'-6''
K A
A J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E D
E T
A
IL
U P
D A
T E
D C
A L L
O U
T S
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
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
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
OPP HAND
OPP HAND
OPP HAND
1'-6''
A N
S I
D p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
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 \0
M a rs e il le s \B
IW
L D
C
A D V
O L I
II
M
IT
E
R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
:4
:4
P
M b e c d d rd
D
A T
E
S-110
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
P L
A N
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
FLOW
A1 S-210
0 2' 4' 8'SCALE : 1/4"=1'-0"
A1 S-304 A5
S-304
D4 S-302
A4 S-302
A1 S-301
D1 S-301
D1 S-302
S-302
''2 111'-3 5'-2''
''2 110'-7
''2 18'-2
''2 14'-9
S-141
A1
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T
L T
IP
L E S
IT
E S
SOLICITATION
A1
PLAN - LANDWALL UPSTREAM
L A
N D
W A
L L U
P S
T R
E A
M
2'-6''
K A
A J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E D
E T
A
IL
U P
D A
T E
D C
A L L
O U
T S
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 p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
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 \0
M a rs e il le s \B
IW
L D
C
A D V
O L I
II
M
IT
E
R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
:0
:1
P
M b e c d d rd
D
A T
E
S-205
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
1. SILL NOT SHOWN FOR CLARITY.
GENERAL SHEET NOTES
S-241
A1
A6 S-303
A1 S-303
"4 36'-6
2'-4"
8"
VOLUME III
B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
EL 460.50
TOW EL 486.50
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
SOLICITATION
R
IV
E R W
A L L U
P S
T R
E A
M
M U
L T
IP
L E S
IT
E S
A1
ELEVATION - RIVER WALL UPSTREAM
1'-6"
K A
A J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E A
N D A
R M
O R D
E T
A
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
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
:1
:3
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-210
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
A1
ELEVATION - LANDWALL UPSTREAM
S-241
A1
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
A6 S-303
A1 S-303
''4 36'-6
2'-4''
8''
''OPP.
OPP.
VOLUME III
B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
TOW EL 486.50
EL 460.50
L A
N D
W A
L L U
P S
T R
E A
M
M U
L T
IP
L E S
IT
E S
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
SOLICITATION
2'-6''
F1 S-303
A M
D N
O .0
C
H A
N G
E D E
L E
V A
T
IO
N D
E T
A
IL
A B
C /2
/2
1'-6''
J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E A
N D A
R M
O R D
E T
A
IL
K A
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
S-501-D7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:1
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-303
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
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
N
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
A1
SECTION
A6
SECTION
U P
S T
R E
A M D
O W
N S
T R
E A
M
M
IT
E R E
N D
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
W E
K
R
E J
O H
N S
O N
/0
/0
M
U L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
R
SOLICITATION
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
F1
SECTION - LANDWALL UPSTREAM
GENERAL SHEET NOTES
SHEET KEYNOTES
BARS.
2. 4" OF COVER ON ALL VERTICAL AND HORIZONTAL
DRILL AND EPOXY #6 BARS INTO WALL 24" OC.1.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.1.
.2
M J S
T A
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
(2) #6B
#4B
(2) #6B
#4B(2) #4 (2) #4
''2 111'-3
''2 16'-6
C L E
2'-0" O.C
VERTICAL AND HORIZONTAL
AND EPOXIED @2'-0" O.C.
#6 BARS DRILLED
VERTICAL AND HORIZONTAL
AND EPOXIED @ 2'-0" O.C.
#6 BARS DRILLED
8''
J
C /2
/2
F6
SECTION - LANDWALL DOWNSTREAM
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E D
E T
A
IL
1'-1''
1'-6''
6'-6''
/3
/2
D N
O .0
C
H A
N G
E D C
O N
C R
E T
E D
E T
A
IL
K
S-520-A1
S-520-A1
S-511-A1
S-515-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
S-503-A1
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
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D E
S
IG
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D B
Y
D E
S C
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IP
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IO
N M
A R
K D
A T
E
S
IZ
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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 p w \P
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IN
T -C
P C .E
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D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
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II
M
IT
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R G
A T
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N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:3
:1
A
M b e c d d rd
D
A T
E
S-304
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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R S
IL
L
IN
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IS
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IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
S E
C T
IO
N
FLOW
A8
SECTION
SCALE : 3/4"=1'-0" 0 1' 2' 3'A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0" A5
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
GENERAL SHEET NOTES
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
EL 483.17
EL 484.42
EL 483.17
A8
SHEET KEYNOTES
CONCRETE.
TOP TWO ROWS TO BE 1'-6" TO ENGAGE 2ND STAGE 2.
PER TOLERANCES IN SPECIFICATIONS.
(S-515-A1 VOL II) TO MITER GATE CONTACT BLOCK
SECOND STAGE CONCRETE/ ADJUST QUOIN FRAME 1.
VOL II
VOL II
VOL II
VOL II
C Q
U O
IN
L
MITER GATE SILL
1' -0
(EL 462.13)
(EL 461.65)
VOL II
VOL II
Q U
O
IN
E
N D
U P
S T
R E
A M R
E C
E S
S E
S
3'-3''''2
T
IE
T
IE
WITH MIN 3" CLR
TERMINATE ALL BARS
(4) #8 EMBEDDED 1'-6" IN EPOXY GROUT
''16 35'-11
''8 39'-6 3'-9''
3'-4''
''8 77'-3
3'-6''3'-6''
1'-0''
" CLR ALL AROUND2
#4 TIE
1'-6" IN EPOXY GROUT
@2'-0" EMBEDDED
(5) #6B BARS
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
TOW EL 486.50
TOW EL 486.50
W E
K
R
E J
O H
N S
O N
/0
/0
EL 462.13
PINTLE BEARING
EL 462.13
PINTLE BEARING
(EL 464.65)
(4) #8
(A5).
SILL NOT SHOWN FOR CLARITY IN DETAILS (A1) AND 4.
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP. 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 484.12.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
M U
L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
R A
B C
A U
G
A M
D N
O .0
U
P D
A T
E D P
A R
T C
A L L
O U
T
SOLICITATION
S-530-A1
N
S I
D p w \P
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T -C
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IS
.D
S .U
S A
C E .A
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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 \0
M a rs e il le s \B
IW
L D
C
A D V
O L I
II
M
IT
E
R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:3
:0
A
M b e c d d rd
D
A T
E
S-315
C K I S
L A
N D
IL
L
IN
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IS
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C K I S
L A
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IS
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A R
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IL
L
IN
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IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
S E
C T
IO
N
A1
SECTION
GENERAL SHEET NOTES
U P
S T
R E
A M
2'1'0SCALE : 1"=1'-0"
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
S
IL
L C
O N
C R
E T
E
''8 71'-5
6'-0''
2'-0''
6''
2''
2'-0''
6" CLR6
C L
R
C L
R
C L
R
IS AT EL 464.65.
1. INSTALL MITER GATE SEAL PLATE SUCH THAT THE TOP
IN EPOXY GROUT
#8 BAR @ 12" OC EMBEDDED
6'' CLR
FLOW
#6 BARS @ 12" OC
#6 BARS @ 12" OC
#6 BARS @ 12" OC
EL 461.65
LENGTH OF SILL
@ 2'-0" OC ALONG
IN EPOXY GROUT
SPACED EMBEDDED
(5) #8 BARS EVENLY
#6 BARS @ 12" OC
EL 461.65
EL 464.65
GATE SILL
TOP OF MITER
1'-5''
CONCRETE
SECOND STAGE
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
EL 448.00
FLOOR SLAB
TOP OF
EL 448.00
TOP OF FLOOR SLAB
EL 447.00
TOP OF ROCK
EL 447.00
TOP OF ROCK
W E
K
R
E J
O H
N S
O N
/0
/0
11"
WITH HOOK IN LINE WITH BEAM WEB
#8B WITH 90° HOOK, OREINTATED
VARIES
A B
C
A U
G
A M
D N
O .0
U
P D
A T
E D P
A R
T C
A L L
O U
T
SOLICITATION
M U
L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
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S O
L
IC
IT
A T
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N N
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F
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E N
A M
E
D W
N B
Y
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D B
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D E
S
IG
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D B
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D E
S C
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A T
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S
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B M
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D B
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P L
O T S
C A
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P L
O T D
A T
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C O
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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
S I
D p w \P
W
IN
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P C .E
IS
.D
S .U
S A
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IT
E
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T A
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A T
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N \P la n S e ts \S h e e ts \B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:5
:5
P
M b e c d d rd
D
A T
E
.T .S
S-501
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
IL
L
IN
O
IS
R
IV
E R B
A
K
A T
W A
T
S-501-A1
D E
T A
IL
S
A R
M O
R
9"
MAX MAXSTAGGERED
D1
ELEVATION - ARMOR CONNECTION DETAILS
A7
SECTON
2"
10"
8"
"4
45°
CAP
CORNER
NEW
G
TYP
G
G
" MONOLITH JOINT2
EXISTING WALL ARMOR
NEW HORIZONTAL CORNER ARMOR
EXIST HORIZONTAL CORNER ARMOR
TYP
G
CONSTRUCTION JOINT
" BETWEEN NEW AND EXISTING ARMOR2
1MAINTAIN
2'1'0SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
ANCHOR BAR
2" WIDE
A7
9"ANCHORS @ 1'-0" C/C9"9"
/0
/0
B
IW
L D
ARMOR
CORNER
VERTICAL
NEW
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
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
WHERE REQUIRED.
THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS 7.
ANCHORS.
" FILLET WELDS FOR STRAP 4
1PROTECTION ARMOR. USE
ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO THE 6.
SMOOTH) TO VERTICAL AND HORIZONTAL ARMOR.
CORNER CAPS SHALL BE GROOVE WELDED (AND GROUND 5.
" THICKNESS ASTM A36.4
UNLESS OTHERWISE SHOWN, ARMOR SHALL BE FABRICATED 4.
ARMOR AND AT FREE ENDS.
ENDS OF WALL ARMOR ARE TO BE CHAMFERED AT VERTICAL 3.
FABRICATION MAY BE REQUIRED.
ALONG ITS LENGTH AND WIDTH. STRAIGHTENING AFTER
" 4
1AND DOES NOT DEVIATE IN ANY PLANE MORE THAN
ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT 2.
AND CONSTRUCT TEMPLATES FROM THE EXISTING ARMOR.
CONTRACTOR SHALL FIELD VERIFY ALL ARMOR DIMENSIONS
1. PRIOR TO SHOP DRAWINGS PREPARATION, THE
8" R
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E S
M U
L T
IP
L E S
IT
E S
W E
K
R
SOLICITATION
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
GENERAL SHEET NOTES
D7 S-501-D7
"16 16'-9
"8
2'-5
2'1'0SCALE : 1"=1'-0"
K A
A J
U L
A M
D N
O .0
A
D D
E D A
R M
O R 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 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
| B5IWLD051801_VOLIII_SD101xxx |
| B5IWLD051801_VOLIII_SD101xxx |
| B5IWLD051801_VOLIII_SD105xxx |
| B5IWLD051801_VOLIII_SD105xxx |
| B5IWLD051801_VOLIII_SD110xxx |
| B5IWLD051801_VOLIII_SD110xxx |
| B5IWLD051801_VOLIII_SD205xxx |
| B5IWLD051801_VOLIII_SD205xxx |
| B5IWLD051801_VOLIII_SD210xxx |
| B5IWLD051801_VOLIII_SD210xxx |
| B5IWLD051801_VOLIII_S-101xxx |
| B5IWLD051801_VOLIII_S-101xxx |
| B5IWLD051801_VOLIII_S-105xxx |
| B5IWLD051801_VOLIII_S-105xxx |
| B5IWLD051801_VOLIII_S-110xxx |
| B5IWLD051801_VOLIII_S-110xxx |
| B5IWLD051801_VOLIII_S-205xxx |
| B5IWLD051801_VOLIII_S-205xxx |
| B5IWLD051801_VOLIII_S-210xxx |
| B5IWLD051801_VOLIII_S-210xxx |
| B5IWLD051801_VOLIII_S-303xxx |
| B5IWLD051801_VOLIII_S-303xxx |
| B5IWLD051801_VOLIII_S-501xxx |
| B5IWLD051801_VOLIII_S-501xxx |
File details come from the government source that posted it.