Amendment_0002_PLAN_SET_VOL_II_SR.pdf
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- ILLINOIS RIVER BASIN; MARSEILLES AND STARVED ROCK LOCKS; LASALLE COUNTY, IL, MITER GATE INSTALLATION
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- W912EK19R0012
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Amendment 0002_Plan Set_Vol II_Starved Rock
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GATES, AND DEWATER LOCK CHAMBER.
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SUPPORT ANGLES.
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A1
ELEVATION - LANDWALL DOWNSTREAM
L A
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W A
L L D
O W
N S
T R
E A
M
A1
SD320
TOW EL 464.0
STAND TO REMAIN
EXISTING CONTROL
A6
SD303
EL 422.51
DEMOLITION LIMIT
4'-8''
''2 111'-3
2'-4''
''2 16'-6
W E
K
R
/0
/0
EL 423.51
PINTLE BEARING
EXISTING SILL NOT SHOWN FOR CLARITY.3.
HANDRAIL NOT SHOWN FOR CLARITY.2.
EXISTING ARMOR FLUSH AT REMOVAL LIMITS.
REMOVE CONCRETE AND EXISTING WALL ARMOR. CUT 1.
B J
O N
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E J
O H
N S
O N
M U
L T
IP
L E S
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3'-2''
SOLICITATION
EL 422.0
CHAMBER FLOOR
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US Army Corps of Engineers
US Army Corps
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GENERAL SHEET NOTES
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IT
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ELEVATION - RIVER WALL DOWNSTREAM
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SD303
''2 111'-3
''2 16'-6
2'-5''
EL 422.00
EL 422.51
DEMOLITION LIMIT
W E
K
R
/0
/0
PINTLE BEARING EL 423.51
EXISTING SILL NOT SHOWN FOR CLARITY.3.
HANDRAIL NOT SHOWN FOR CLARITY.2.
EXISTING ARMOR FLUSH AT REMOVAL LIMITS.
REMOVE CONCRETE AND EXISTING WALL ARMOR. CUT 1.
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L A
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M A
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IL
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''4 19'-6
3'-9''
FLOW
0 1' 2' 4'SCALE : 1/2"=1'-0"A1
SECTION
U P
S T
R E
A M R
E C
E S
S E
S
''4 19'-1
''4 126'-5
M J
M J
2. SILL NOT SHOWN FOR CLARITY.
CONCRETE
PINTLE. CUT EXISTING ANCHORS FLUSH WITH
REMOVE ALL EMBEDDED METALS OF THE QUOIN AND 1.
W E
K
R
/0
/0
EL 442.15
MITER GATE SILL
(CONC EL 439.82)
B J
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SOLICITATION
M U
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US Army Corps of Engineers
US Army Corps
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0 4' 16'8'SCALE : 1/8"=1'-0"
VOLUME I
P L
A N
B
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L D
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GENERAL SHEET NOTES
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202+43.67
MJ STA
201+97.23
MJ STA
202+97.23
MJ STA
202+43.67
MJ STA
EL. 442.15
UPSTREAM SILL
F L
O W
LANDWALL RECESS
UPPER MITER GATE
LIGHT POST
LOCKWALL
BACK OF
EL 464.00
PIT
GEAR
BULL
MANIFOLD
BUBBLER
DRIVEWAY EL 439.15
E L
.0
CHECKPOST
CHECKPOST
CHECKPOST
E L
.0
CHECKPOST
PIT
GEAR
BULL
VALVE PITS
LIGHT POST
EL 464.00
TO DAM
RAMP
RIVERWALL RECESS
UPPER MITER GATE
EL 442.15
EL 425.00
A1
PLAN - UPPER MITER GATE
UPPER MITER GATE SILL
EL 426.00
S-350
A1
VALVE PITS
W E
K
R
/0
/0
EL 439.15
EL 439.82
B J
O N
E S
E J
O H
N S
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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
K A
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US Army Corps of Engineers
US Army Corps
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C T C
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SHEET ID
A
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D
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2 3 4 5 6 7 8 9 10
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VOLUME I
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A4 S-302
D1 S-302
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PLAN - LANDWALL UPSTREAM
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''2 14'-9
''2 110'-7
''2 111'-3
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5'-10''
1'-6''
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S-304
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SOLICITATION
''2 111'-3
''2 110'-7
5'-2''
5'-10''
1'-6''
''2 111'-3
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US Army Corps of Engineers
US Army Corps
P R
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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
A
C A
M P
B E
L L
P L
A N
FLOW
A1 S-225
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A5 S-304
A1 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d
L
N D
W A
L L D
O W
N S
T R
E A
M
M A
R S
E
IL
L E
S A
N D S
T A
R V
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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
PLAN - LANDWALL DOWNSTREAM
M J S
T A
.4
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
SOLICITATION
''4 114'-7 3'-2''
1'-10''8''
''2 110'-7
''2 111'-3''2
121'-8
''2 18'-2
B
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U L
A M
D N
O U
P D
A T
E D S
IL
L L
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H
A U
G
A M
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P D
A T
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A L L
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A B
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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
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IO
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A R
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E
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IZ
E
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IT
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Y
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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-514-A1
S-512-A1
S-513-A1
A N
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D p w \P
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IN
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N \P la n S e ts \S h e e ts \B
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L D
V O
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:3
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A
M b e c d d rd
D
A T
E
S-130
C K I S
L A
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IL
L
IN
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IS
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IS
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IC
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A R
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IN
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IL
L
IN
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IS
R
IV
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A
D
IL
L O
N
A S S
H O
W N
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L D
A
C A
M P
B E
L L
P L
A N
FLOW A1
S-230
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A1 S-304 A5
S-304
D4 S-302
A4 S-302
S-301
D1 S-301
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d g
ELECTRICAL CONDUIT TO REMAIN
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
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A T
E I
N S
T A
L L
A T
IO
N
L A
S A
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Y
IL
R
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W A
L L D
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N S
T R
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M
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.4
A1
PLAN - RIVER WALL DOWNSTREAM
W E
K
R
/0
/0
A1
B J
O N
E S
E J
O H
N S
''2 18'-2
''2 110'-7
''2 121'-8''2
111'-3
M U
L T
IP
L E S
IT
E S
OPP HAND
OPP HAND
OPP HAND
SOLICITATION
A B
C J
U L
A M
D N
O U
P D
A T
E D S
IL
L L
E N
G T
H
A U
G
A M
D N
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P D
A T
E D C
A L L
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T S
A B
C
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
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IO
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A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
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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
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\5
\B
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:5
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M
C O
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V R
P W
P
R O
C
/3
/2
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
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IC
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U .S
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N
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A T
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R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d g
TOW EL 464.0
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
L A
N D
W A
L L U
P S
T R
E A
M
1. SILL NOT SHOWN FOR CLARITY.
GENERAL SHEET NOTES
S-241
A1
A6 S-303
A1 S-303
"4 36'-6
2'-4"
8"
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
M
U L T
IP
L E S
IT
E S
EL 439.64
PINTLE BEARING
SOLICITATION
F1 S-303
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 I_
S -2 x x x .d g n
:5
:1
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
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d g
TOW EL 464.0
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 - RIVERWALL UPSTREAM
S-241
A1
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
R
IV
E R
W A
L L U
P S
T R
E A
M
A6 S-303
A1 S-303
''4 36'-6
2'-4''2'-5''
8''
'' OPP.
OPP.
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
EL 439.64
PINTLE BEARING
SOLICITATION
K A
A J
U L
1'-6''
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
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 I_
S -3 x x x .d g n
:5
:1
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
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
B
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 A
A
VOLUME I
B
IW
L D
V O
L I_
S -3 x x x .d
S-520-A1
S-520-A1
S-511-A1
S-515-A1
S-503-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
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 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
S ta rv e d R o c k \B
IW
L D
C
A D V
O L I -V
O L I I
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 I_
S -3 x x x .d g n
:4
: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
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
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
FLOW
B
IW
L D
V O
L I_
S -3 x x x .d g n
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"
TOW EL 464.0
TOW EL 464.0
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 461.17
EL 461.92
EL 461.17
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
(EL 439.64)
(EL 442.15) 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
W
E
K
R
/0
/0
EL 439.64
PINTLE BEARING
EL 439.64
PINTLE BEARING
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 461.17.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
C
Q
U O
IN
L
1'-0''
VOL II
VOL II
''16 35'-11
''8 39'-63'-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
MITER GATE SILL
(4) #8
A B
C
A U
G
A M
D N
O U
P D
A T
E D P
A R
T C
A L L
O U
T S
SOLICITATION
S-530-A1
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
S ta rv e d R o c k \B
IW
L D
C
A D V
O L I -V
O L I I
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 I_
S -3 x x x .d g n
:4
:2
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
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
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g 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
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IT
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A T
E I
N S
T A
L L
A T
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N
L A
S A
L L E C
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S
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''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 442.15.
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 439.15
LENGTH OF SILL
@ 2'-0" OC ALONG
IN EPOXY GROUT
SPACED EMBEDDED
(5) #8 BARS EVENLY
#6 BARS @ 12" OC
EL 426.0
TOP OF FLOOR SLAB
EL 425.0
TOP OF ROCK
EL 425.0
TOP OF ROCK
EL 426.0
FLOOR SLAB
TOP OF
EL 439.15
EL 442.15
GATE SILL
TOP OF MITER
1'-5''
CONCRETE
SECOND STAGE
W E
K
R
/0
/0
VARIES
WITH HOOK IN LINE WITH BEAM WEB
#8B WITH 90° HOOK, ORIENTATED
11''
A B
C
A U
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A M
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D A
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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
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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US Army Corps
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C T C
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SHEET ID
A
B
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D
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2 3 4 5 6 7 8 9 10
S-520-A1
S-511-A1
S-515-A1
S-520-A1
S-503-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
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L L
VOLUME I
S E
C T
IO
N
FLOW
B
IW
L D
V O
L I_
S -3 x x x .d g n
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"
TOW EL 464.0
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
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N S
T A
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N D
D O
W N
S T
R E
A M R
E C
E S
S E
S
W E
K
R
/0
/0
GENERAL SHEET NOTES
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.
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 461.17.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
EL 461.17
3'-3''''2
TOW EL 464.0
EL 461.17
EL 461.92
VOL II
EL 423.47
PINTLE BEARING
(4) #8 EMBEDDED 1'-6" IN EPOXY GROUT
A8
EL 423.47
PINTLE BEARING
C
Q
U O
IN
L
1'-0''
(EL 423.47)
(EL 426.00)
VOL II
VOL II
''16 35'-11
''8 39'-63'-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
MITER GATE SILL
(4) #8
B J
O N
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O H
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CLR
WITH MIN 3"
ALL BARS
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US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
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D
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2 3 4 5 6 7 8 9 10
S-530-E6
S-530-A1
S-530-E1
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B
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L D
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GENERAL SHEET NOTES
2'1'0SCALE : 1"=1'-0"
EL 423.0
EL 426.0
D O
W N
S T
R E
A M
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
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M A
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L E
S A
N D S
T A
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2'1'0SCALE : 1"=1'-0"
EL 421.0
EL 423.0
EL 426.0
EL 421.0
M
IN
S
IL
L C
O N
C R
E T
E
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
E1
SECTION - ANCHOR
A1
SECTION - REINFORCEMENT
A8
SECTION - TYPICAL ANCHOR
EL 421.0
A8
W E
K
R
ASSEMBLY
THE ANCHOR BARS IS 85 KIPS.
THE DESIGN LOAD (DL) TO BE USED FOR TESTING OF 3.
SECTION E1.
REINFORCEMENT NOT SHOWN FOR CLARITY IN 2.
IS AT EL 426.0.
1. INSTALL MITER GATE SEAL PLATE SUCH THAT THE TOP
SHEET KEYNOTES
PLACEMENT AND LOCATION OF LAP SPLICES.
DISPLAYED AS A VISUAL REFERENCE ONLY TO DETAIL
REINFORCEMENT LENGTHS ARE NOT TO SCALE AND 3.
LARGER DIAMETER IS TO BE USED.
REQUIRED BOND LENGTH. SUBMIT FOR APPROVAL IF A
OF 8". A LARGER BORE DIAMETER MAY DECREASE
BOND LENGTH REQUIRES A MINIMUM BORE DIAMETER 2.
CONTACT ON MITER GATE.
ADJUSTMENT OF MITER GATE SEAL PLATE TO FULL
MITER GATE INSTALLATION IS COMPLETE, INCLUDING
SECOND STAGE CONCRETE REQUIRED. PLACE AFTER 1.
S T
R E
S S
IN
G L
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G T
H
B J
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1'-5''6'-7''
4'' CLR
C L
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4'' CLR
C L
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F O
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4'-6"
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TYP, @ 1'-0" OC
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6"
BEARING
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11''
ON CENTER ALONG LENGTH OF SILL
IN EPOXY GROUT @ 1'-0"
(3) #8B EMBEDDED 1'-6"
WITH THE LATEST PTI DC35.1, TABLE 4.1
FILL WITH WAX IN ACCORDANCE
1'-3''
EXISTING DOWNSTREAM SILL
8''
EXISTING DOWNSTREAM SILL
AFTER TENSIONING
PROVIDE LOCK NUT
6'' CLEAR
TYP, @ 1'-0" OC
#8 REINFORCEMENT,
FLOOR SLAB
EXISTING CHAMBER
1'-0" ON CENTER
WITH BEAM WEB, @
ORIENTED IN LINE
#8B WITH 90° HOOK
3'-0"3'-0''
LOCK-OFF LOAD AT 110 KIPS.
PRESTRESSING BAR.
A775, FULLY INCAPSULATED
EPOXY COATED PER ASTM
" Ø ASTM A722, TYPE II, 8
LATEST PTI DC35.1, TABLE 4.1
ACCORDANCE WITH THE
FILL WITH WAX IN
A B
C J
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A M
D N
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P D
A T
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IL
L L
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G T
H A
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IN
F O
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A U
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A B
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SPECIFICATION E31 68 13
COMPOUND PER
CORROSION-INHIBITING
FILL WITH
A M
D N
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P D
A T
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A R
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A L L
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MAX MAXSTAGGERED
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A7
SECTON
2"
10"
8"
"4
45°
CAP
CORNER
NEW
G
TYP
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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
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A T
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N S
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L L
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M A
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IL
L E
S A
N D S
T A
R V
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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
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N S
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D
D
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SOLICITATION
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
VOLUME I
B
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A M
D N
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US Army Corps of Engineers
US Army Corps
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SHEET ID
A
B
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S-503-A1
"4
3"
R"4 15'-0
3"
"2 11 "
" PL4
"16
"16 111'-2
"2
"2
"4
"16 111'-2
A5 S-503-A5
2'1'0SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
S -5
-A
-2
S
P A
C E
S
S -5
-A
-2
"Øx6"4
TYP
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
1 ASTM A36
S
P A
C E
S
S -5
-A
-1
S -5
-A
-1
S-503-A1-1
2 S-503-A1-2 ASTM A36
3 S-503-A5
CORNER ARMOR PL
CORNER ARMOR PL
SEAL CASTING
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN ASTM A27 GR65-35
ALL FACES TO HAVE A 125 SURFACE FINISH FOR S-503-A5.1.
GENERAL SHEET NOTES
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A R
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1 AS SHOWN
1 OPP HAND
1 AS SHOWN
2 OPP HAND
2 AS SHOWN
TOT QTY
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US Army Corps of Engineers
US Army Corps
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| B5IWLD061802_VOLI_SD101xxx |
| B5IWLD061802_VOLI_SD101xxx |
| B5IWLD061802_VOLI_SD105xxx |
| B5IWLD061802_VOLI_SD105xxx |
| B5IWLD061802_VOLI_SD110xxx |
| B5IWLD061802_VOLI_SD110xxx |
| B5IWLD061802_VOLI_SD205xxx |
| B5IWLD061802_VOLI_SD205xxx |
| B5IWLD061802_VOLI_SD210xxx |
| B5IWLD061802_VOLI_SD210xxx |
| B5IWLD061802_VOLI_S-101xxx |
| B5IWLD061802_VOLI_S-101xxx |
| B5IWLD061802_VOLI_S-105xxx |
| B5IWLD061802_VOLI_S-105xxx |
| B5IWLD061802_VOLI_S-110xxx |
| B5IWLD061802_VOLI_S-110xxx |
| B5IWLD061802_VOLI_S-205xxx |
| B5IWLD061802_VOLI_S-205xxx |
| B5IWLD061802_VOLI_S-210xxx |
| B5IWLD061802_VOLI_S-210xxx |
| B5IWLD061802_VOLI_S-303xxx |
| B5IWLD061802_VOLI_S-303xxx |
| B5IWLD061802_VOLI_S-501xxx |
| B5IWLD061802_VOLI_S-501xxx |
| B5IWLD061802_VOLI_SD105xxx.pdf |
| B5IWLD061802_VOLI_SD105xxx |
File details come from the government source that posted it.