A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_16_Main_-_BASE_BID.pdf
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BASE BID
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US Army Corps
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MAIN
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CONTRACTOR
NSCALE : NO SCALE
FLOW
MIS
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SIP
PI R
IVER
SHEET NOTES
OPERATIONS.
DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
CONTRACTOR MAY UTILIZE THE LOCK CHAMBER AND
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE
EQUIPMENT ADHERING TO NORMAL QUEUE
LOCK CLOSURE PERIOD (EXCEPT FOR MOVEMENTS OF
CHAMBER OR DOWNSTREAM GUIDEWALL OUTSIDE OF THE
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
WORK AREA
PROJECT
INTERMEDIATE WALL
STAGING AREA
CONTRACTOR
A1
GENERAL PLAN
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0 2' 4' 8'SCALE : 1/4"=1'-0"
GENERAL NOTES
6.
5.
4.
3.
2.
1.
j) i) h) g) f) e) d) c) b) a)
SCALE : NO SCALE
ARMOR
EXISTING WALL
ARMOR
EXISTING CORNER
E
F
A B
C D
SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:
INTERMEDIATE WALL.
CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE
AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR
THE LOCATION OF THE CENTERLINE OF THE RECESS.
GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR
AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO
FIELD BOOK
DISTANCE UNITS
COORDINATE UNITS
GEOID
VERTICAL DATUM
PROJECT DATUM
ZONE
COORDINATE SYSTEM
PROJECT
DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION
A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.
ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO
LC
LC
562.4A
RECESS STA.
BULKHEAD
562.4A
RECESS STA.
BULKHEAD
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LANDWALL AND IC1 TO FACE OF INTERMEDIATE WALL.
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER L1 AND I1, AS WELL AS DISTANCE FROM LC1 TO FACE OF
SURVEY.
CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE INTERMEDIATE WALL, 90 DEGREES TO LINE GH, BY
CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.
NEW MONUMENTS.
GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET
FEET APART.
TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5
BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM
BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE
SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.
LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE AT DIMENSION SHOWN.
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE CD: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE AB: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
MONUMENT LC2
CONSTRUCTION CONTROL
MONUMENT LC1
CONSTRUCTION CONTROL
MONUMENT IC2
CONSTRUCTION CONTROL
MONUMENT IC1
CONSTRUCTION CONTROL
A1
SURVEY CONTROL PLAN
A4
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MACHINERY
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GATE ANCHORAGE ASSEMBLY
REMOVE AND REPLACE MITER
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BEAM AND STUB COLUMN
REMOVE GRATING, SUPPORT
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MACHINERY
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REMOVE AND REPLACE MITER
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F
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RECESS INSTALLATION
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REMOVE AND REPLACE
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SEE SHEET SB253
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REHABILITATED, AND
ANCHORAGE TO BE REMOVED,
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ANCHORAGE CHANNELS
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ANCHORAGE ASSEMBLY
REMOVE GATE
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0 2' 4' 8'SCALE : 1/4"=1'-0"0 2' 4' 8'SCALE : 1/4"=1'-0"
C /L
SCALE : 1/4"=1'-0" 0 2' 4' 8' 0 2' 4' 8'SCALE : 1/4"=1'-0"
MONOLITH 3 MONOLITH 45
SB102
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SB104
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SB103
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SB103
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SB103
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SB104
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EL. 549.75 EL. 549.75
S T
A .0
B
C H
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K P
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TO PERFORM WORK
MATERIAL AS REQUIRED
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SHEETS
SHROUD, SEE ELECTRICAL
LIGHT POLE AND BASE
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EL. 554.0
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M .J
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C/L ANCHORAGE ASSEMBLY
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CHANNELS
ANCHORAGE
REMOVE GATE
22'-0"
"2 111'-2
15'-6" 6'-6"
M .J
C/L PINTLE
15'-6" 6'-6"M .J
C/L PINTLE
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"
SB105
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SB106
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EXISTING
C/L PINTLE
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"
SB105
A1
SB106
C4
SB105
C4
SB105
C1
S B
6A
SB105
B4
SB106
C1
EL. 554.0 - EL. 551.0
S E
E S
E C
T
IO
N B
2'-6"
2'-6"
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S I I
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB103
EL. 551.0 - EL. 549.75
EL. 534.5 TO EL. 522.0
EMPTYING CULVERT,
TO DAMAGE BARS
USE CAUTION NOT
CONTRACTOR SHALL
AND REINSTALLED.
BE REMOVED
ANCHORAGE BARS TO
B1
SECTION
A3
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
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
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
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
DAM FOUNDATION
SILL AND POIREE
LOWER MITER
LANDWALL
2'-0" MIN.
S
P A
C E
S
WALL ARMOR
EXISTING
REMOVE
CORNER ARMOR
REMOVE EXISTING
CHECKPOST
REMOVE EXISTING
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
RECESS ASSEMBLY
C/L BULKHEAD
BULKHEAD RECESS
4'-1"
2'-10" 9
R E
M O
V E E
X
IS
T
IN
G W
A L L A
R M
O R
9'-0"
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"
A3
EL. 554.0
EL. 534.5
EL. 522.0
EL. 522.83
EL. 554.0
EL. 522.83
CORNER WALL ARMOR
REMOVE EXISTING
CULVERT
EMPTYING
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:4
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S I
II
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB104
9'-0"
4'-0"
A1
SECTION
A3
SECTION
C3
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
"2 12'-95'-11"
QUOIN SHOE
EMBEDDED
EXISTING
TO REMAIN
EMBEDDED ANCHORAGE
EXISTING MITER GATE
NOT SHOWN FOR CLARITY
GATE ANCHORAGE
EXISTING MITER
ANCHORAGE CHANNELS
REMOVE EXISTING
CHANNELS
REMOVE EXISTING
TYP, ALL AROUND
NOT SHOWN
ANCHORAGE
GATE
NOT SHOWN
ANCHORAGE
GATE
SUPPORT BEAM
REMOVE EXISTING STEEL
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
EL. 554.0
EL. 554.0
EL. 554.0
EL. 554.0
"2 13'-05'-11"
ANCHORAGE CHANNELS
REMOVE EXISTING
3'-0" 12"12"
EMBEDDED QUOIN SHOE.
FROM AROUND EXISTING MITER GATE ANCHORAGE AND
1. CONTRACTOR SHALL USE CAUTION REMOVING CONCRETE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:0
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S I
V
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB105
SHEET SB106 FOR WORK DETAILS
SHOE, SEE DETAIL C1 ON
EXISTING EMBEDDED QUOIN
FOR CLARITY
NOT SHOWN
GATE ANCHORAGE
EXISTING MITER
4'-0"
C1
SECTION
C4
SECTION
B4
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
2' -5
" 2
ANCHORAGE BEAM
NOTCH QUOIN SHOE
ANCHORAGE BAR
EXISTING
QUOIN SHOE
EXISTING EMBEDDED
ANCHORAGE BAR
EXISTING
PLAN
NOT SHOWN
ANCHORAGE
GATE
CURB ANGLE
EXISTING
CURB ANGLE
EXISTING
OF EXISTING NOTCH
FIELD VERIFY SIZE
1'-0"
SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
C
SCALE : 3/4"=1'-0" 0 1' 2' 3'
EL. 554.0
EL. 554.0
EL. 550.0
EL. 554.0
EL. 551.0
EL. 550.0
REMOVAL LINE
QUOIN SHOE AT
CUT FLANGE OF
EMBEDDED QUOIN SHOE.
FROM AROUND EXISTING MITER GATE ANCHORAGE AND
1. CONTRACTOR SHALL USE CAUTION REMOVING CONCRETE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S V
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB106
C1
DETAIL
C2
SECTION
C4
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
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
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
ANCHORAGE PLATES
INSTALL NEW GATE
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
PORT
EMPTYING
EXISTING
ABRADED (TYP)
WHICH MAY BE
CONCRETE SURFACE,
ARMOR TO EXISTING
IN THIS AREA FROM
TRANSITION CONCRETE
S T
A .0
P
IN
T L E
S T
A .2
B
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
M .J S
T A .0
B
P
IN
T L E
S T
A .0
S T
A .0
B
ABRADED (TYP)
WHICH MAY BE
CONCRETE SURFACE,
ARMOR TO EXISTING
IN THIS AREA FROM
TRANSITION CONCRETE
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
PORT
EMPTYING
EXISTING
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
ANCHORAGE PLATES
INSTALL NEW GATE
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
NEW BULKHEAD RECESS INSTALL NEW CHECKPOST
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
C1
PLAN - INTERMEDIATE WALL
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
SB153
A1
SB151
A1
SB151
B1
SB151
A3
SB153
A1
C /L
C /L
C /L
C /L
SB153
D3
SB152
B1
SB152
A1
SB152
A3
EL. 549.75 EL. 549.75 EL. 551.0
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K P
L A
N S A
N D E
L E
V A
T
IO
N S
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
EL. 554.0
LOCKWALL
TOP OF
SB150
DETAILS ON SHEET SB825
(NOT SHOWN), SEE
INSTALL NEW GRATING
DETAILS ON SHEET SB825
(NOT SHOWN), SEE
INSTALL NEW GRATING
SB801-A4
NEW CORNER CAP
SB800-D1
CORNER ARMOR
NEW HORIZONTAL
SB801-C4
NEW CORNER CAP
SB800-D1
CORNER ARMOR
NEW HORIZONTAL
SB801-A4
NEW CORNER CAP
SB800-D1
CORNER ARMOR
NEW HORIZONTAL
SB801-C4
NEW CORNER CAP
S T
A .2
B
EL. 554.0
LOCKWALL
TOP OF
ARMOR PROFILE (TYP)
SHALL MATCH NEW
ARMOR. PROFILE
ARMOR AT NEW
GRIND EXISTING
ARMOR PROFILE (TYP)
SHALL MATCH NEW
ARMOR. PROFILE
ARMOR AT NEW
GRIND EXISTING
SB800-B1 (TYP.)
NEW WALL ARMOR
SB800-B1 (TYP.)
NEW WALL ARMOR
C3
PLAN - LANDWALL
A3
ELEVATION - LANDWALL
A1
ELEVATION - INTERMEDIATE WALL
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
C/L BULKHEAD RECESS
J
C/L PINTLE
"2 114'-8"2
17'-3
6'-6"
2'-6"1'-6"+ 1'-1•" ANCHORS @ 1'-4"2'-4"2'-4"
@ 1'-0"
TYP - #6
1'-0"
#6B @
#6 @ 12#6 @ 12
M J
#6 @ 12
#6B @ 12
#6 @ 12
#6 @ 12
TYP -
C/L PINTLE
"2 17'-3 "2
114'-8
3'-6"3'-0"
@ 1'-4"
ANCHORS
@ 1'-0"
ANCHORS
C/L BULKHEAD RECESS
"2 114'-8
10'-0" NOMINAL
S
P
'-6
" E .F
O T
H E
R F
A C
E S
IM
IL
A R
- A
S S
H O
W N
B A
N C
H O
R S '-6
S
P
#8 @ 1'-0" E.F. X 6'-6"
2'-0"
4 SP. @ 2'-0" 2'-0"
@ 1'-0"
6 SP.
#6 @ 12 E.W.
TYP - #6 ANCHORS
ANCHORS
TYP - #6
ROD (SET IN EPOXY GROUT)
ASTM A449 THREADED
TYP 0F 8 - 1" DIA.
#6
TYP - #6
#6B @ 12
#6 @ 12
#6B @ 12#6 @ 12
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
S T
A .0
P
IN
T L E
P
IN
ANCHORS
TYP - #6
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"
SB154
B3
SB15
C1
SB15
B1
SB15
A1
SB156
A1
SB154
A1
SB154
C3
OPP. HAND
SB155
C
C /L
C /L
C /L
#6B @ 12
#6
DRAIN
DRAIN
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
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X X
X .d g n
:5
:3
A
M
M V
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P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S I
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB151
BULKHEAD RECESS ANCHORS
VERTICAL SPACING OF
ON SHEET SB155 FOR
SEE LANDWALL ELEVATION A
NOTE:
ON SHEET SB155 FOR
SEE LANDWALL ELEVATION A
NOTE:
TO PLACING CONCRETE
OIL (BOND BREAKER) PRIOR
COAT FACE OF FORM WITH
DESIGNED STAY-IN-PLACE FORM
OR PROVIDE CONTRACTOR
TO PERFORM WORK
MATERIAL AS REQUIRED
EITHER REMOVE AND REPLACE
6'-6"
B1
SECTION
A1
SECTION
A3
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
6'-6"
"2 114'-8 "2
18'-0
2'-6" 1'-6"ANCHORS @ 1'-4" 2'-4" 2'-4"
#6 @ 12 #6 @ 12
C/L PINTLE
@ 1'-0"
TYP - #6
C/L BULKHEAD RECESS
1'-0"
#6B @
C/L PINTLE BULKHEAD RECESS C/L
CULVERT
EMPTYING
#6 @ 12
TYP -
#6 @ 12
#6B @ 12
#6 @ 12 #8B @ 12
"2 18'-0"2
114'-8
6'-6"
3'-8" 3'-0"
@ 1'-0"
ANCHORS
"2 114'-8 4'-0""2
16'-3
10'-0" NOMINAL
E .F
O T
H E
R F
A C
E S
IM
IL
A R A
S S
H O
W N
B A
N C
H O
R S
S
P
@ 1'-0"
6 SP. 2'-0"
4 SP. @ 2'-0"
#8 @ 1'-0" E.F. X 6'-6"
P
IN
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
S T
A .0
P
IN
T L E
S T
A .0
B
C H
E C
K P
O S
T
S
P
2'-0"
1'-0"
2 SP.
TYP - #6
#6
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"
SB156
A3
C /L
C /L
C /L
C /L
SB154
A1
SB154
C3
SB1
55C
SB155
A1
SB154
B1
SB154
B3
SB154
C1
SB850
C1
ANCHORS
TYP - #6
TYP - #6 ANCHORS
ANCHORS
TYP - #6
#6B @ 12
#6B @12
#6 @ 12
#6
#6B @ 12
#6 @ 12
#6 @ 12 E.W.
ROD (SET IN EPOXY GROUT)
ASTM A449 THREADED
TYP OF 8 - 1" DIA.
DRAIN
DRAIN
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S I I
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB152
ON SHEET SB156 FOR
SEE LANDWALL ELEVATION A
NOTE:
ON SHEET SB156 FOR
SEE LANDWALL ELEVATION A
NOTE:
B1
SECTION
A1
SECTION
A3
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
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
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
EL. 554.0
#6 @ 12
EL. 522.83
EL. 520.0
7'-9" I-WALL
2'-0" LANDWALL
EL. 534.5
2'-10"
DAM FOUNDATION
SILL AND POIREE
LOWER MITER
#6B ANCHORS
#6 @ 12
EL. 554.0
TOP OF WALL
#6B @ 12
#6 @ 12
DETAILS AND REINFORCING
SEE SHEET SB850 FOR
INSTALL NEW CHECKPOST,
C/L CHECKPOST
9'-0"
1'-4"
4'-0"
#6 @ 1'-0"
R E
C E
S S
B U
L K
H E
A D
1'-0"1'-0"5
"2
PLACEMENT
WALL CONCRETE
PLACEMENT
SILL CONCRETE
LOCK WALL
FACE OF
#6B ANCHORS
LOCK LANDWALL
PLACEMENT
WALL CONCRETE
RECESS ASSEMBLY
C/L BULKHEAD
BULKHEAD RECESS
4'-1"
C L
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"
0 1' 2' 4'SCALE : 1/2"=1'-0"
B3
A3
SB800-B1 TYP.
NEW WALL ARMOR
F O
R A
N C
H O
R S
P A
C
IN
G S
E E S
H E
E T S
B
EL. 522.83
PLACEMENT
SILL CONCRETE
4'-0"
S
P A
C E
S
4'-1"
BULKHEAD RECESS
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
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X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S I
II
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
W W
A L L A
R M
O R S
B -B
ARMOR SB800-D1
NEW CORNER
ARMOR SB800-D1
NEW CORNER
AND SB152
SHEETS SB151
SPACING SEE
FOR ANCHOR
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
SB153
9'-0"
D3
SECTION
B3
SECTION
A3
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
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
3'-0" 1'-4"
#6 @ 12
1'-6" TYP
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#8B X 6'-6" @ 12
#6B @ 12
#6 @ 12
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
EL 554.0EL 554.0
EL 554.0
EL 554.0
EL 554.0
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
ANCHORAGE (TYP)
EXISTING GATE
1'-6" (TYP)
#6B @
#6 @ 12
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
C
H O
R A
G
W G
A T
E L
#6 @ 12
1'-6"
PVC PIPE
WITH 3" DIA. SCHEDULE 40
CORE DRILL OR FORM
3" DIA. DRAIN HOLE,
L A
P
SLOPE TO DRAIN
3'-0"12" 12"
AND SET NEW ANCHORAGE TO MATCH THAT ELEVATION.
CENTERLINE ELEVATION OF THE EXISTING ANCHORAGE
1. DIMENSION IS NOMINAL. CONTRACTOR SHALL DETERMINE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
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X X
X .d g n
:5
:4
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S I
V
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
(TOTAL OF 8)
IN EPOXY GROUT
THREADED ROD SET
1" DIA. ASTM 449
SB154
ON SHEET SB825
NEW GRATING, SEE DETAIL
DETAILS ON SHEET SB825
NEW GRATING, SEE
ARMOR SB800-D1
NEW CORNER
SB800-B1 (TYP)
NEW WALL ARMOR
ANCHOR LAYOUT
AND SB151 FOR
SEE SHEETS SB151
4'-0"
S E
E N
O T
E
C1
SECTION
C3
SECTION
B3
SECTION
B1
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
VARIES
1'-0"
NOTCH IN CONCRETE
MAINTAIN EXISTING
REMOVAL LINE
BOTTOM OF PIPE AND
CLEARANCE BETWEEN
PVC DRAIN, 3" MIN.
3" DIA. SCHEDULE 40
#6 @ 12
#6B @ 12
#6 @ 12
#6B @ 12
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
EL 554.0
EL 550.0
EL 554.0
HAND
LANDWALL OPPOSITE
I-WALL SHOWN
VARIES
3" DIA. PVC DRAIN
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S V
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB155
TO DRAIN
SLOPE
C1
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
BULKHEAD RECESS
NEW
TOP OF WALL
A
N C
H O
R S
B A
N C
H O
R S
A
N C
H O
R S
B A
N C
H O
R S
4'-1"
S
P
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
B A
N C
H O
R S
S
P
B A
N C
H O
R S
4'-1"
C/L PINTLE
BULKHEAD RECESS
NEW
A
N C
H O
R S
B A
N C
H O
R S
S
P A
C E
S
B A
N C
H O
R S
B A
N C
H O
R S
S
P
TOP OF WALL
S
P
A
N C
H O
R S
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:5
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C H
O R L
A Y
O U
T E
L E
V A
T
IO
N S
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB156
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
R E
C E
S S
B O
T T
O M O
F A
N C
H O
R A
G E
R E
C E
S S
B O
T T
O M O
F A
N C
H O
R A
G E
CULVERT
EMPTYING
CULVERT
EMPTYING
A1
INTERMEDIATE WALL ELEVATION - ARMOR LAYOUT
A3
LANDWALL ELEVATION - ARMOR LAYOUT
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
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
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
D
2 3
C
4 5
A
B
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
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
"4
JOINT MATERIAL
EXPANSION
PREMOLDED
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
"2
JOINT SEALANT
" FOR EXPANSION JOINTS2
MATERIAL
EXPANSION JOINT
BACKER ROD OR
JOINT
AND CONSTRUCTION JOINTS
" FOR CONTRACTION4
M
IN
#6 BAR X 3'-0"
EPOXY GROUT
EMBED IN
CONCRETE
EXISTING
CONCRETE
1'-6" MIN
NEW
EPOXY GROUT
EMBED IN
INSTALLATION)
(BEND PRIOR TO
STANDARD HOOK
#6, #8 BAR WITH
#6B,#8B ANCHOR -
CONCRETE
NEW EXISTING
CONCRETE
3'-0"
1'-6" MIN
INSTALLATION)
(BEND PRIOR TO
STANDARD HOOK
#10 BAR WITH
#10B ANCHOR -
EPOXY GROUT
EMBED IN
3'-0"
CONCRETE
NEW EXISTING
CONCRETE
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE SCALE : NO SCALESCALE : NO SCALE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -B
X X
X .d g n
:5
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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 -B
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K M
IS
C
E L L
A N
E O
U S D
E T
A
IL
S
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SB200
JOINT DETAIL - NEW/EXISTING CONCRETE
C2
JOINT DETAIL AT EXPANSION/MONOLITH JOINT
C4
JOINT DETAIL
A2
#6 HORIZONTAL ANCHORAGE DETAIL
B4
#6B & #8B HORIZONTAL ANCHOR DETAIL
A4
#10B HORIZONTAL ANCHOR DETAIL
1'-6" MIN
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
SCALE : 3/4"=1'-0" 0 1' 2' 3'
S T
A .5
B
C /L
L
A D
D E
R
R E
C E
S S S
T A .7
B
/L
U
L K
H E
A D
S T
A
C /L
P
IN
T L E
EXISTING HANDRAIL
REMOVE AND REINSTALL
SEE NOTE 3
SEE NOTE 4
GALVANIZED PIPE (TYP)
NEW 2" DIA. STANDARD
MATCH EXISTING.
2. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
LAYOUT BY ACTUAL FIELD MEASUREMENTS AND SUBMIT THE APPROVAL.
OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL DETERMINE HANDRAIL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL IDEA
NOTES:
RE-WELDED TO ARMOR AFTER COMPLETION OF WORK.
4. CONTRACTOR SHALL CUT RAIL WELD AT EXISTING ARMOR. RAIL SHALL BE
REQUIRED.
AND EXISTING THREADS CHASED. NEW GALVANIZED NUTS WILL BE
RE-INSTALLED USING THE SAME BOLTS. NUTS MAY NEED TO BE CUT OFF
3. HANDRAIL SHALL BE REMOVED FROM EXISTING BASE ANCHOR BOLTS AND
3'-3"
S T
A .0
B
M .J
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
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SB250
NEW GALVANIZED HANDRAIL MITER GATE
EXISTING RAIL ON
"8 75'-10
N O
T E
S
"4 33'-78" 6'-6" 8"
EYEBOLTS AND CHAIN
INSTALL NEW
FIELD VERIFY
C1
INTERMEDIATE WALL HANDRAIL - PLAN
INTERMEDIATE WALL HANDRAIL - ELEVATION
A1
/0
/2
W E
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S
Sheet
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D W
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D B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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F A
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A D
C /L T
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IN
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T A .0
MATCH EXISTING)
AND CHAIN (LENGTH TO
INSTALL NEW EYEBOLTS
GALVANIZED PIPE (TYP)
NEW 2" DIA. STANDARD
EXISTING RAIL
ON MITER GATE
MATCH EXISTING.
2. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
AND SUBMIT FOR APPROVAL.
DETERMINE HANDRAIL LAYOUT BY ACTUAL FIELD MEASUREMENTS
IDEA OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL
NOTES:
3'-3"
REQUIRED.
AND EXISTING THREADS CHASED. NEW GALVANIZED NUTS WILL BE
RE-INSTALLED USING THE SAME BOLTS. NUTS MAY NEED TO BE CUT OFF
3. HANDRAIL SHALL BE REMOVED FROM BASE EXISTING ANCHOR BOLTS AND
A N
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SB251
"8 73'-3 "8
73'-3
3'-6"8"6'-6"8" 6'-0" 5'-1"
NEW GALVANIZED HANDRAIL
EXISTING RAIL
RAIL EXTENSIONRAIL EXTENSIONRAIL EXTENSION
2'-11"
FIELD VERIFY
"2 13'-1
RAIL
EXIST.
LANDWALL HANDRAIL - ELEVATION
A1
C1
LANDWALL HANDRAIL - PLAN
/0
/2
W E
K -1
-R -0
IL
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S
Sheet
S O
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N N
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D W
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D B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
0 1" 2" 3" 4"SCALE : 6"=1'-0"
8"
M
IN
NEOPRENE GASKET
TOP OF LOCK WALL
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
NEW HANDRAIL BASE
" ANCHORS2
1NEW
HOLE IN EACH BASE
" DRAIN2
1DRILL
C/L HANDRAIL
SECTION
PLAN
0 6" 1' 2'SCALE : 1"=1'-0"
E Q
U A
L E
Q U
A L
6'-0" (MAX)
TOP OF LOCK WALL
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
(F
IE
L D V
E R
IF
Y
NEW CORNER ARMOR
EXISTING AND/OR
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
HANDRAIL CENTERLINE
MATCH EXISTING
SECTIONELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0"
BREAKS AT MONOLITHS
CONTINUOUS WITH
HANDRAIL SHALL BE
SCREWS (TYP)
STEEL SET
STAINLESS
TO BE CONTINUOUS
VERTICAL POSTS
"L" FITTING
FITTING
"CROSS"
GENERAL NOTES
CHECK POSTS.
6. NEW POSTS SHALL BE A MINIMUM 3'-0" FROM CENTERLINE OF
PLATE AND CONCRETE.
PLATE. THE GASKET SHALL BE INSTALLED BETWEEN THE BASE
NEOPRENE GASKET MATCHING THE FOOTPRINT OF THE BASE
5. ALL NEW HANDRAIL SHALL BE REINSTALLED/ INSTALLED WITH A
SPLICES.
JOINTS, WITH CONNECTION SPECIFICATIONS DESIGNED FOR
4. HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL MONOLITH
C. VERTICAL POSTS CONTINUOUS TO TOP RAIL
B. MAXIMUM POST SPACING = 6'-0"
A. MAXIMUM TOP RAIL LENGTH = 30'-0"
CRITERIA SHALL BE APPLIED:
JOINTS AND LOCK APPURTENANCES). THE FOLLOWING
SUBMIT FOR APPROVAL (LAYOUT MUST SHOW MONOLITH
3. CONTRACTOR SHALL FIELD VERIFY HANDRAIL LAYOUT AND
SHALL BE GALVANIZED.
AND 6000 LB ULTIMATE SHEAR. ALL ANCHOR BOLTS AND NUTS
GROUT TO A DEPTH TO PROVIDE 4000 LB ULTIMATE PULLOUT,
" DIA., EMBEDDED IN EPOXY2
1 NEW BASE PLATES SHALL BE
2. ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR
ALUMINUM FITTINGS.
CONSIST OF GALVANIZED STEEL RAILS AND POSTS WITH CAST
MANUFACTURER'S RECOMMENDATIONS. ALL HANDRAIL SHALL
1. ALL HANDRAIL/FENCING SHALL BE INSTALLED PER
A N
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IN
M R
SB252
TOP OF LOCK WALL
SCALE : NO SCALE
" (TYP.)2
EXISTING HANDRAILNEW HANDRAIL
EXTENSIONS
RAIL
L O
C K
D1
TYPICAL HANDRAIL ELEVATION/SECTION
D3
TYPICAL HANDRAIL SLIP-ON CONNECTION DETAILS
B1
HANDRAIL EXTENSION
A1
TYPICAL HANDRAIL BASE DETAILS
/0
/2
W E
K -1
-R -0
IL
L
IN
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A N
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S
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H A
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K H
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E S
S
FOOTPRINT
NEW FAIRLEAD
GENERAL NOTES
CORNER ARMOR
SHEAVE
C/L FAIRLEAD
E
A V
E
C /L F
A
IR
L E
A D
MONOLITH JOINT
PL. 1", ASTM A709
M O
N O
L
IT
H J
O
IN
T
LOCK CHAMBER
FACE OF
0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
M O
N O
L
IT
H J
O
IN
T
LOCK CHAMBER
FACE OF
E
A V
E
C /L F
A
IR
L E
A D
CORNER ARMOR
SHEAVE
C/L FAIRLEAD
MONOLITH JOINT
PL. 1", ASTM A709
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
HORIZONTAL
TOP OF WALL
WEIGHT
M
IN
8""2 12'-1"2
11'-13" MIN.
12" MIN.
4'-2"
"2 11'-7"2
11'-7
2'-0"
M
IN
3" MIN.
" THICK WASHER, TYP.4
1PLATE
WITH ASTM A354 GR BD NUT, AND
EMBEDDED IN EPOXY GROUT
" ASTM A193 B7 THREADED ROD4
FOOTPRINT
NEW FAIRLEAD
M
IN
4'-2"
M
IN
M
IN
1' MIN. 3" MIN.
4" MIN.
M
IN
"2 11'-7"2
11'-7
M
IN
T
Y P
" THICK WASHER, TYP.4
1PLATE
WITH ASTM A354 GR BD NUT, AND
EMBEDDED IN EPOXY GROUT
" ASTM A193 B7 THREADED ROD4
UPSTREAM AND DOWNSTREAM END.
EMBEDDED A MINIMUM 2'-0" BELOW THE 8" HORIZONTAL RESURFACING, ON BOTH THE
" DIA., ASTM A193 B7 STEEL. THREADED RODS SHALL BE4
17. THREADED RODS SHALL BE 1
THE EXISTING FAIRLEAD SHEAVE GROOVE LOCATION.
" FROM8
1 JOINT DISTANCES TO THE GROOVE OF THE FAIRLEAD SHEAVE VARIES LESS THAN
NEW FAIRLEADS SHALL BE LOCATED SUCH THAT THE LOCKWALL FACE AND MONOLITH
FIELD MEASUREMENTS OF EXISTING FAIRLEAD LOCATIONS SHALL BE MADE AS SHOWN, AND
6. NEW FAIRLEADS SHALL BE SHOP WELDED TO BASE PLATES PRIOR TO FIELD INSTALLATION.
6X36IWRC ROPE (58,800 LBS).
" DIA. 8
5 PRODUCT SHALL BE RATED FOR BREAKING STRENGTH OF
BASIS IS "SMITH BERGER DECK MOUNTED BALANCED HEAD FAIRLEAD, MODEL MD 616.
5. REPLACEMENT FAIRLEAD SHALL BE A STANDARD MANUFACTURER'S PRODUCT. PRODUCT DESIGN
IN SHOP, USING E70XX ELECTRODES.
4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5. ALL WELDS SHALL BE COMPLETED
FLUSH AT THE TOP OF WALL ELEVATION IN PREPARATION FOR THE NEW ASSEMBLY.
3. CONTRACTOR SHALL REMOVE UPSTREAM FAIRLEAD UNIT, AND GRIND EXISTING ANCHORS
FAIRLEADS NEAR THE MAINTENANCE BUILDING, AS DIRECTED BY COR.
2. EXISTING FAIRLEADS TO REMAIN GOVERNMENT PROPERTY, AND CONTRACTOR SHALL PLACE
INSTALLED AT THE EXISTING UPSTREAM LOCATION.
ONE ASSEMBLY SHALL BE INSTALLED AT THE EXISTING DOWNSTREAM LOCATION AND ONE
1. CONTRACTOR SHALL PROVIDE AND INSTALL TWO NEW TOW HAULAGE FAIRLEAD ASSEMBLIES.
7/16
7/16
TOWARD LOCK CHAMBER
A N
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L A
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IS
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A R
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P S O
F E
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IN
E E
W
C
B
S
H O
W N
M L L
B
IS
S
IS
S
IP
P I
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IV
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A S
IN
M R
" M
IN
. T
Y P
WITH A MINIMUM OF FOUR STAINLESS STEEL BOLTS.
AND BOLTED TO THE FAIRLEAD IN THE APPROXIMATE LOCATION SHOWN IN DETAIL D4,
FROM HORIZONTAL IN ITS STATIONARY POSITION. WEIGHT SHALL BE A ONE PIECE UNIT
11. THE HEAD OF THE FAIRLEAD SHALL BE WEIGHTED SUCH THAT THE HEAD IS 10 DEGREES
ANCHORAGE PLATE SHALL BE SEALED AT CONCRETE INTERFACE WITH CAULKING.
SAFETY YELLOW IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS.
10. ALL EXPOSED SURFACES OF TOW-HAULAGE FAIRLEAD ASSEMBLY SHALL BE PAINTED
TESTED IN ACCORDANCE WITH AWS D1.5.
9. 50 PERCENT OF THE WELDS BETWEEN THE FAIRLEAD AND BASE PLATE SHALL BE
THREADED ROD ANCHORS. ANCHOR NUTS SHALL BE ASTM A354, GR BD.
" DIA. HOLES TO ACCOMMODATE2
18. ANCHORAGE PLATE SHALL BE PREDRILLED WITH 1
2'-0"
/0
/2
M R
S -B
X X
X .d g n
L O
C K
S
A N
D
DOWNSTREAM OPPOSITE HAND
UPSTREAM FAIRLEAD SHOWN
SB253
L O
C K
F A
IR
L E
A D A
S S
E M
B L
Y
D4
DETAIL
PLAN-DOWNSTREAM TOW HAULAGE FAIRLEAD ASSEMBLY
A4
PLAN-UPSTREAM TOW HAULAGE FAIRLEAD ASSEMBLY
A1
IN
O
IS
IO
W A
A N
D M
IS
S
O U
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C K C
H A
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K H
E A
D R
E C
E S
S E
S W
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K -1
-R -0
ID
Sheet
S O
L
IC
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A T
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N N
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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
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S O
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N N
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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
5'-6"
7"4'-4"7"
NOTE: GRATING AND BANDING TO BE GALVANIZED
" C.C.16
3BAR @ 1
" BEARING4
1" X 4
GRATING SPAN
C R
O S
S B
A R
C C
" BAR4
1" X 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
11 3
"2 12'-"2
12'-
4'-5"
3"
T Y
P
1WELD TO L2 X 1
" END PLATE4
5L7 X 4 X
1 X 2
CUT TO L2 X
1L2 X 2 X
PER FRAME
TYP OF (4)
STUD BOLT,
X 2 TYP 8
ANCHOR BAR
HP 14 X 73
WELDED STUDS
" DIA.X 84
X 2 TYP 8
ANCHOR BAR
WELDED STUDS
" DIA. X 8"4
SEE NOTE 7
(FULL LENGTH),
BETWEEN ARMOR
PROVIDE JOINT
5L7 X 4 X
T Y
P
W 5 X 16
T Y
P
T Y
P
R
8'-1"
2'-0"4'-1"*2'-0"
2"
3"
"*8 52'-9
1' -6
6"
1'-6"
"6
1'-6"
"4
" PLATE4
"2 12'-3
1L2 X 2 X
BEAM
1L2 X 2 X
HP 14 X 73
HP 14 X 73
TOP OF
" PLATE4
"4
"2 12'-3
AT ASSEMBLY WITH GRATING.
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
" PL4
1 X 2 1L2 X 1
CUT TO
1L2 X 2 X
HP 14 X 73
7" ANGLE LEG
CUT AND BEND
STA. 14.71B
C/L BULKHEAD RECESS
5L7 X 4 X
"*8 52'-94"
X
A N
C H
R S
A L L S
ID
E S
F O
R A
4'-1"*
SCALE : NO SCALE
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
D4
A1
B1
B4
SB501
D3
SB501
D1
SB501
D3
TYP.
G
TYP.
2-6
2-6
2-6
2-6
TYP.
ANCHOR
TYP EA.
(MAKE 1 AS SHOWN, MAKE 1 OPPOSITE HAND)
GENERAL NOTES
EL. 554.0
EL. 554.0
ALL SIDES
" PL4
3TYP
A N
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SB500
S
P A
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S
T Y
P S
P A
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IN
G
D
IA
X
W E
L D
E D S
T U
D S
S
P A
C E
S
F
AND SAWCUT AFTER CONCRETE PLACEMENT.
7. CONTRACTOR MAY STITCH WELD THIS JOINT FOR INSTALLATION
OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL
" GAP2
1 6. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 ANOTHER MORE THAN
5. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE
IN 10'-0".
"16
1 4. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
STEEL AFTER FABRICATION.
" O.C. CROSS BARS @ 4" O.C. GALVANIZED 16
3" x 3" @ 14
1 BARS 1
3. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING
INSTALLATION.
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE
BULKHEADS.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF
D1
STEEL GRATING
D2
PLAN BULKHEAD RECESS ASSEMBLY
D4
SECTION
B4
ELEVATION
B1
ELEVATION
A2
ELEVATION - BULKHEAD RECESS ASSEMBLY
A1
SECTION
/0
/2
W E
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C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
S O
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IC
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A T
IO
N N
O
F
IL
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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
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A
B
M A
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D A
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C O
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R A
C T N
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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
1 x 2
1L 2 x 1
1 x 2
1L 2 x 1
BEAM POCKET
" PLATE4
BEAM POCKET
1 x 2
1L 2 x 1
"4
"4
"4
"8 5X 8 X 8
"2
1PLATE
"8 5 X 84
1X 6
"2
1PLATE
"2 1 X 74
1X 6
"2
1PLATE
" PLATE2
" PLATE2
"8
"8
"2 1 "2
1 "2
"2
"4
"4
7 8
"4
"4
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
D2
TYP
TYP
EL. 554.0
A N
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W iC
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\3
\4
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X X
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P P
W P
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A T
C K I S
L A
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IL
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IN
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C K I S
L A
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C H J
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A N
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P I
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A S
IN
M R
SB501
D1
BEAM POCKET DETAIL
D2
SECTION
D3
BEAM POCKET DETAIL
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
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K H
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S
S O
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N N
O
F
IL
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D W
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Y
C K
D B
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D B
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2 3
C
4 5
A
B
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D A
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C A
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P L
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
" DIA. PIN4
1SHACKLES WITH 1
USE WITH LIFTING
PICK POINTS, REQUIRED
SEAL ANGLE
5L7 X 4 X
W6 X 25 " PLATE TYP.2
"8
"4
"4
"4
W10 X 77 W10 X 77
RECESS
C/L BULKHEAD
W16 X 77
WT4 X 29
COPED
WT4 X 29
" PLATE4
" BENT PLATE4
"4
"8
2'-10"
EL. 554.0
PLATE TYP.
" STIFF.2
" PLATE4
TYP.
W10 X 77
W16 X 77
S
P A
C E
S
S
P A
C E
S
TYP.
WT4 X 29
" PLATE2
W16 X 77
SHIMS TYP
6" X 12"
COPED TYP.
WT4 X 29
5'-3"
"2 15'-0
COPED
WT4 X 29
" PLATE4
COPED
WT4 X 29
WT4 X 29
(C O
P E
D
W T X
W T X
(C O
P E
D
WT4 X 29
W T X
(C O
P E
D
W T X
(C O
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D
WT4 X 29
(C O
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D
W T X
W T X
(C O
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D
(C O
P E
D
W T X
(C O
P E
D
W T X
W
T X
(C O
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D
W T X
(C O
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D
WT4 X 29
WT4 X 29
(C O
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D
W T X
WT4 X 29
W T X
(C O
P E
D
RECESS
C/L BULKHEAD
3"
R
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
SB503
C1
SB503
A1
SB503
A4
B1
A4 A3
GENERAL NOTES
TYP.
G
6-242
1 6-24
TYP.
(MAKE 1 AS SHOWN, MAKE 1 OPPOSITE HAND)
TYP.
TOGETHER TYP.
TACK WELD SHIMS
TO BEAM TYP.
TACK WELD SHIMS
TYP.
TYP.
TYP.
G
ARMOR, WITH THE 5-E-Z PAINT SYSTEM.
PAINT AFFECTED AREAS AFTER WELDING PROTECTION PLATE ASSEMBLY TO
PAST THE CHAMBER FACE OR ABOVE THE TOP OF THE LOCK WALL. TOUCH-UP
THE PROTECTION PLATE ASSEMBLY. THE PICKUP DEVICES SHALL NOT PROTRUDE
DEVICES SHALL BE SUPPLIED BY THE CONTRACTOR AND REMAIN ATTACHED TO
THE PROTECTION PLATE ASSEMBLY AND WELD TO THE ARMOR AS SHOWN. PICKUP
4. WHEN THE BULKHEAD RECESS IS COMPLETED, THE CONTRACTOR SHALL INSTALL
THE SHIMS SHALL THEN BE WELDED TO THE BEAMS AS SHOWN.
" FROM THE FACE OF THE LOCK CHAMBER.4
1 THE LOCK WALL AND SET BACK
SHIMS AS REQUIRED TO MAKE THE PROTECTION FRAME LEVEL WITH THE TOP OF
3. THE SHIM THICKNESS IS NOMINAL. THE CONTRACTOR SHALL ADD OR SUBTRACT
" MINIMUM UNLESS OTHERWISE SHOWN.16
52. ALL FILLET WELDS ARE
1. TWO PROTECTION ASSEMBLIES ARE REQUIRED
AT EL. 542.0
WELD TO START
AT EL. 542.0
WELD TO START
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A S
IN
M R
SB502
PLAN - PROTECTION PLATE ASSEMBLY
B1
DETAIL
A3
SECTION
A4
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
W16 X 77
WT4 X 29
W16 X 77
BOLTS TYP.
" DIA.4
3A 325
BOLTS TYP.
" DIA.4
1A 325 1
BOLTS TYP.
" DIA.4
3A 325
W6 X 25
" PLATE STIFFENERS8
GRATING
GRATING
"2 15'-0
HEADED STUD TYP.
" X 6" WELDED2
SEE NOTE 3
TENSION MEMBERS
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
SEE NOTE 3
TENSION MEMBERS
" GRATING4
"4
"4 126""4
12"4 37 "2
"4
"2
"2
"2
"2
5"
"2
1'-1"
"4
"2
3"
"2
"2
"8
"2
"2
SEE NOTE 3
TENSION MEMBERS
SEE NOTE 4
SEE NOTE 1
" PLATE2
SEE NOTE 2
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
STIFFENER
" PLATE8
"2
"4
W10 X 77 W10 X 77
W X
W X
" PLATE2
1 " PLATE2
WT4 X 29
SHIMS TYP.
"4 31'-10"4
31'-10
4'-1"
"4 11'-5"4
11'-5
"2 14 "2
"8
"4 31"4
W16 X 77
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE 0 3" 6" 9" 12"SCALE : 3"=1'-0"
C3
B3
TYP.
TYP.
"16
TYP.
"4
GENERAL NOTES
HOLE.
" DIA.2
1" DIA. PIN, 14
1 SHACKLES WITH 1
4. PICK POINT REQUIRED USE WITH LIFTING
WITH AWS D1.5.
MEMBERS SHALL BE WELDED IN ACCORDANCE
ANY MEMBERS CONNECTED TO THEM. THESE
3. TENSION MEMBERS ARE THOSE SHOWN AND
OPENING.
" DIA.16
13" BOLTS HAVE A 4
32. ASTM A325
" DIA. OPENING.16
5" BOLT HAS 14
11. 1
EL. 554.0
A N
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D m v r-a p p w p lt \P
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S S h a re
\3
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X X
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L A
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IN
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SB503
DETAIL
C3
DETAIL
B3
DETAIL
A4
DETAIL
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
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W A
A N
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C K C
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A
B
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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1'-8"
10'-7"
"8
2'-4
"4
2'-2
"8
6'-0
"16 71'-1
"32 311'-11
"8 110 "16
71'-0"4 18"8
34'-14""2 11'-14""2
11'-14""16 151'-7
"16 159 "2
11'-2"4 19"4
19"4 19"4
19"2 11'-0 "16
76"8 510"8
51'-4"8 32'-1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C /L
SB701
C1
SB701
A1(INSIDE)
-.000
+.002
BORE 7"
SB701
A3
TYP.
BACK GOUGE
"4
A N
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S S h a re
\3
\4
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L A
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L A
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F E
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IN
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S -B
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IT
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S
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SB700
SB703-B1
SB702-D1
SB702-C1
SB702-C3 SB702-A1
SB703-C2
SB703-C1
SB702-A4
SB702-C4
SB702-D3
SUPPLIED SUPPORT AND LEVELING PROVISIONS.
TO ENSURE SUPPORT AND LEVELING SYSTEM IS ADEQUATE, EVEN IF USING THE
IS RESPONSIBLE FOR ENSURING CORRECT INSTALLATION OF ANCHORAGE, AND
SB702-C3, SB702-C4, SB702-A1, AND SB702-A4. CONTRACTOR
TO EMBEDDED ANCHORAGE MEMBERS: SB702-D1, SB702-D3, SB702-C1,
PRIOR TO CONCRETE PLACEMENT. NO TEMPORARY SUPPORTS SHALL BE WELDED
AND MAY INCORPORATE DIFFERENT METHODS TO SUPPORT AND LEVEL ANCHORAGE
ANCHORAGE. THE CONTRACTOR IS NOT REQUIRED TO USE THESE PROVISIONS
8. TEMPORARY SUPPORT AND LEVELING PROVISIONS ARE INCORPORATED INTO
AND SPECIFICATIONS.
7. WELD ACCESS HOLE GEOMETRY SHALL BE ACCORDING TO CURRENT AISC CODES
" DIA. IN AISC STANDARD HOLES.4
36. ALL BOLTS SHALL BE ASTM A325
DATE, AND INSPECTION RESULTS.
AND TYPE OF INSPECTION. WELD INSPECTOR'S NAME AND CERTIFICATION,
PROVIDED TO THE GOVERNMENT. REPORTS SHALL INCLUDE WELD LOCATION,
5. A PERMANENT RECORD OF EACH ULTRASONIC EXAMINATION SHALL BE
AND SATISFY AWS D1.5 ACCEPTANCE CRITERIA.
4. ALL FULL PENETRATION WELDS SHALL RECEIVE ULTRASONIC EXAMINATION
-CRITICAL MATERIAL FOR IMPACT TESTING TEMPERATURE ZONE 2.
SHALL CONFORM TO ASTM A709 SUPPLEMENTARY REQUIREMENT S84. FRACTURE
3. SB702-D1, SB702-D3, SB702-C1, SB702-C4 AND SB702-A4
REQUIRE TO BE ASTM A709 AS DESIGNATED IN NOTE 3.
OR ASTM A992, AS APPLICABLE, EXCEPT OF THE MEMBERS WHICH
2. ALL EMBEDDIED ANCHORAGE MEMBERS SHALL BE ASTM A572 GRAD 5
MAKE (1) AS SHOWN AND (1) OPPOSITE HAND.
1. QUANTITIES SHOWN ARE FOR ONE ANCHORAGE, EXCEPT AS NOTED.
NOTES:
A1
MITER GATE RECESS ANCHORAGE PLAN
/0
/2
W E
K -1
-R -0
IL
L
IN
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W A
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S
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N N
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D W
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Y
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D B
Y
D E
S
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D B
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D E
S C
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2 3
C
4 5
A
B
M A
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D A
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S
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C O
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C T N
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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
WITH WASHERS AND NUT TYP.
" BOLT8
5" X 44
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 54
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 34
3ASTM A325
NUTS AND WASHERS
THREADED RODS WITH
ASTM A449 1" DIA.
WELD ACCESS HOLE
AISC APPROVED
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
GATE ANCHOR BAR
EXISTING MITER
NUTS AND WASHERS
THREADED RODS WITH
ASTM A449 1" DIA.
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
BACK GOUGE
TYP
TYP.
TYP.
TYP.
TYP.
GENERAL NOTE
MINIMUM PRETENSION IS 20,000 POUNDS.
" DIA. BOLTS THE4
3 CRITICAL JOINTS. FOR ASTM A325
STEEL CONSTRUCTION MIN. BOLT PRETENSIONS FOR SLIP
SHALL BE PRETENSIONED ACCORDING TO AISC MANUAL OF
1. ALL BOLTS FASTENING EMBEDDED ANCHORAGE MEMBERS
A N
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L A
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A S
IN
M R
SB701
SB702-A4
SB702-D1
SB702-C1
SB702-C4
SB703-C1
SB702-A1
ANCHOR BEAM
SB702-C3
STIFFENER PLATE
SB702-D3
PIN PLATE
SB702-C1
SPACER
PIN PLATE
SB702-D1
EXTENSION
PIN PLATE
SB702-C3
STIFFENER PLATE
SB702-A1
ANCHOR BEAM
EXISTING RINGS
EXISTING RINGS ANCHORAGE PINS
EXISTING
C1
SECTION
A3
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
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IO
W A
A N
D M
IS
S
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C K C
H A
M B
E R B
U L
K H
E A
D R
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E S
S
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
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D B
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D E
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2 3
C
4 5
A
B
M A
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D A
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P L
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C O
N T
R A
C T N
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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
"2 17'-1
"16 53'-1 "16
34'-0
3'-
14 SPACES @ 3" 3 @ 3""8
"8
2" PLATE
-.000
+.002
BORE 7"
TO HOLD KEEPER PLATE
" DIA. BOLT8
5FOR
" DEEP8
7DRILL AND TAP
"2 13'-5
2'-8" "2
6""4 163 @ 3" "8
3""8
2" PLATE
"4 12'-2
3 @ 3""4 143 @ 3"2" 2"
2" PLATE
"4 12'-2
9""4 189"
2"2"
3 @ 3""4 143 @ 3"
1" PLATE
S
P
"8
" PLATE2
6'-7"
14 SP @ 3" = 3'-6"2" "8
733 @ 3""4
143 @ 3""8 73 3"
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