A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_15_Main_-_BASE_BID.pdf
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- LD 15, 16, 18, 22 Bulkhead Recesses
- Solicitation number
- W912EK-16-R-0006
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Digitally signed by
MACK.THOMAS.E.1230411235
Date: 2016.03.25 10:32:05 -05'00'
STEWART.MATTHEW.E.1231
228442
Digitally signed by STEWART.MATTHEW.E.1231228442 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=STEWART.MATTHEW.E.1231228442 Date: 2016.03.28 19:47:47 -05'00'
MOTT.RONALD.L.1231238138
Digitally signed by MOTT.RONALD.L.1231238138 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MOTT.RONALD.L.1231238138 Date: 2016.03.24 12:38:05 -05'00'
ANDERSON.HEATHER.L.12312
14808
Digitally signed by ANDERSON.HEATHER.L.1231214808 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=ANDERSON.HEATHER.L.1231214808 Date: 2016.03.29 07:57:02 -05'00'
HAMILTON.DENNI
S.W.1231227810
Digitally signed by
HAMILTON.DENNIS.W.1231227810
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2016.04.04 07:54:48 -05'00'
LOCK 15 SURVEY MONUMENT INSTALLATIONVA001
VA102
SA106
SA105
SA104
SA103
SA102
SA101
SA100
LOCK 15 EXISTING MITER GATE ANCHORAGE REHABILITATION NEW PARTS
LOCK 15 EXISTING MITER GATE ANCHORAGE REHABILITATION
SA904
SA903
SA902
SA901
SA900
SA825
SA801
SA800
SA751
SA750
SA710
SA703
SA702
SA701
SA700
SA503
SA502
SA501
SA500
SA253
SA252
SA251
SA250
SA200
SA156
SA155
SA154
SA153
SA152
SA151
SA150
EA001
TITLE OF DRAWINGREF. NO.
SHEET
TITLE OF DRAWINGREF. NO.
SHEET
B000
LOCK 15 MITER GATE ANCHORAGE PIN PLATE DETAILS
LOCK 15 ARMOR DETAILS II
LOCK 15 ARMOR DETAILS I
LOCK 15 GRATING AND EMBEDDED STEEL DETAILS
CA001 LOCK 15 GENERAL PLAN
LOCK 15 COVER SHEET
LOCK 15 DEMOLITION SECTIONS V
LOCK 15 DEMOLITION SECTIONS IV
LOCK 15 DEMOLITION SECTIONS III
LOCK 15 DEMOLITION SECTIONS II
LOCK 15 DEMOLITION SECTIONS I
LOCK 15 DEMOLITION PLANS AND ELEVATIONS
LOCK 15 ENLARGED LOCK PLAN
LOCK 15 ANCHOR LAYOUT ELEVATIONS
LOCK 15 NEW WORK SECTIONS V
LOCK 15 NEW WORK SECTIONS IV
LOCK 15 NEW WORK SECTIONS III
LOCK 15 NEW WORK SECTIONS II
LOCK 15 NEW WORK SECTIONS I
LOCK 15 NEW WORK PLANS AND ELEVATIONS
LOCK 15 PROTECTION PLATE ASSEMBLY SECTIONS
LOCK 15 PROTECTION PLATE ASSEMBLY
LOCK 15 RECESS ASSEMBLY DETAILS
LOCK 15 RECESS ASSEMBLY
VA101 LOCK 15 BULKHEAD RECESS CONTROL PLAN
SA001
BASE BID - LOCK 15 DOWNSTREAM MAIN LOCK (A DRAWINGS)
LOCK 15 ANCHORAGE CONTROL PLAN
LOCK 15 GENERAL NOTES
LOCK 15 NEW WORK MISCELLANEOUS DETAILS
LOCK 15 FAIRLEAD ASSEMBLY
LOCK 15 HANDRAIL DETAILS
LOCK 15 LANDWALL HANDRAIL
LOCK 15 I-WALL HANDRAIL
SA708
SA707
SA706
SA705
LOCK 15 LANDWALL MITER GATE ANCHORAGE DETAILS II
LOCK 15 LANDWALL MITER GATE ANCHORAGE DETAILS I
LOCK 15 LANDWALL MITER GATE ANCHORAGE SECTIONS
LOCK 15 LANDWALL MITER GATE ANCHORAGE PLAN
LOCK 15 I-WALL MITER GATE ANCHORAGE DETAILS II
LOCK 15 I-WALL MITER GATE ANCHORAGE DETAILS I
LOCK 15 I-WALL MITER GATE ANCHORAGE SECTIONS
LOCK 15 I-WALL MITER GATE ANCHORAGE PLAN
BASE BID - LOCK 16 DOWNSTREAM MAIN LOCK (B DRAWINGS)
LOCK 16 SURVEY MONUMENT INSTALLATIONVB001
VB102
SB106
SB105
SB104
SB103
SB102
SB101
SB100
LOCK 16 EXISTING MITER GATE ANCHORAGE REHABILITATION NEW PARTS
LOCK 16 EXISTING MITER GATE ANCHORAGE REHABILITATION
SB904
SB903
SB902
SB901
SB900
SB850
SB825
SB801
SB800
SB751
SB750
SB710
SB703
SB702
SB701
SB700
SB503
SB502
SB501
SB500
SB253
SB252
SB251
SB250
SB200
SB156
SB155
SB154
SB153
SB152
SB151
SB150
B000
LOCK 16 MITER GATE ANCHORAGE PIN PLATE DETAILS
LOCK 16 ARMOR DETAILS II
LOCK 16 ARMOR DETAILS I
LOCK 16 GRATING AND EMBEDDED STEEL DETAILS
LOCK 16 CHECKPOST DETAILS
CB001 LOCK 16 GENERAL PLAN
LOCK 16 COVER SHEET
LOCK 16 DEMOLITION SECTIONS V
LOCK 16 DEMOLITION SECTIONS IV
LOCK 16 DEMOLITION SECTIONS III
LOCK 16 DEMOLITION SECTIONS II
LOCK 16 DEMOLITION SECTIONS I
LOCK 16 DEMOLITION PLANS AND ELEVATIONS
LOCK 16 ENLARGED LOCK PLAN
LOCK 16 ANCHOR LAYOUT ELEVATIONS
LOCK 16 NEW WORK SECTIONS V
LOCK 16 NEW WORK SECTIONS IV
LOCK 16 NEW WORK SECTIONS III
LOCK 16 NEW WORK SECTIONS II
LOCK 16 NEW WORK SECTIONS I
LOCK 16 NEW WORK PLANS AND ELEVATIONS
LOCK 16 PROTECTION PLATE ASSEMBLY SECTIONS
LOCK 16 PROTECTION PLATE ASSEMBLY
LOCK 16 RECESS ASSEMBLY DETAILS
LOCK 16 RECESS ASSEMBLY
VB101 LOCK 16 BULKHEAD RECESS CONTROL PLAN
SB001
LOCK 16 ANCHORAGE CONTROL PLAN
LOCK 16 GENERAL NOTES
LOCK 16 NEW WORK MISCELLANEOUS DETAILS
LOCK 16 FAIRLEAD ASSEMBLY
LOCK 16 HANDRAIL DETAILS
LOCK 16 LANDWALL HANDRAIL
LOCK 16 I-WALL HANDRAIL
LOCK 16 LANDWALL MITER GATE ANCHORAGE DETAILS II
LOCK 16 LANDWALL MITER GATE ANCHORAGE DETAILS I
LOCK 16 LANDWALL MITER GATE ANCHORAGE SECTIONS
LOCK 16 LANDWALL MITER GATE ANCHORAGE PLAN
SB954
SB953
SB952
SB951
SB950
LOCK 16 ANCILLARY WORK DETAILS
LOCK 16 ANCILLARY WORK SECTIONS
LOCK 16 ANCILLARY WORK SECTIONS
LOCK 16 UPSTREAM LANDWALL ANCILLARY WORK
LOCK 16 DOWNSTREAM LANDWALL ANCILLARY WORK
G005
G004
G003
G002
G001
GENERAL NOTES AND LEGEND
INDEX OF DRAWINGS III
INDEX OF DRAWINGS II
INDEX OF DRAWINGS I
COVER SHEET
A N
S I
D p w \M
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IN
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C K I S
L A
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IS
T R
IC
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A R
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O R
P S O
F E
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IN
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S
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G -0
X X
X .d g n
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B M
A
A S S
H O
W N
G L
W
F
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G-002
IN
D
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F D
R A
W
IN
G S
L O
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
LOCK 15 SILL BEAM PARTS III
LOCK 15 SILL BEAM PARTS II
LOCK 15 SILL BEAM PARTS I
LOCK 15 SILL BEAM SECTIONS
LOCK 15 SILL BEAM ASSEMBLY
SA954
SA953
SA952
SA951
SA950
LOCK 15 LANDWALL TOW HAULAGE DETAILS
LOCK 15 ANCILLARY WORK DETAILS
LOCK 15 ANCILLARY WORK SECTIONS
LOCK 15 UPSTREAM LANDWALL ANCILLARY WORK
LOCK 15 DOWNSTREAM LANDWALL ANCILLARY WORK
LOCK 16 SILL BEAM PARTS III
LOCK 16 SILL BEAM PARTS II
LOCK 16 SILL BEAM PARTS I
LOCK 16 SILL BEAM SECTIONS
LOCK 16 SILL BEAM ASSEMBLY
LOCK 15 DOWNSTREAM LANDWALL ELECTRICAL PLAN
FINAL
/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
EA101
EA501
LOCK 15 ENLARGED LOCK ELECTRICAL PLAN
LOCK 15 ELECTRICAL DETAILS
ID
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
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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
EB504
EB503
EB502
EB501
EB006
EB005
EB004
EB003
EB002
EB001
LOCK 16 MAIN RECESS ELECTRICAL DETAILS NEW WORK
LOCK 16 MAIN RECESS ELECTRICAL DETAILS NEW WORK
LOCK 16 MAIN RECESS ELECTRICAL DETAILS
LOCK 16 MAIN RECESS ELECTRICAL DETAILS
LOCK 16 MAIN RECESS ELECTRICAL NOTES
LOCK 16 UPSTREAM LANDWALL ANCILLARY ELECTRICAL NEW WORK
LOCK 16 UPSTREAM LANDWALL ANCILLARY ELECTRICAL DEMOLITION WORK
LOCK 16 DOWNSTREAM I-WALL RECESS ELECTRICAL PLAN
LOCK 16 DOWNSTREAM LANDWALL RECESS ELECTRICAL PLAN
LOCK 16 DOWNSTREAM BULKHEAD RECESS ELECTRICAL PLAN
EC501
EC002
EC001
EG501
EG002
EG001
LOCK 15 US AUXILIARY RECESS ELECTRICAL DETAILS
LOCK 15 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 15 US AUXILIARY RECESS ELECTRICAL PLAN
LOCK 15 DS AUXILIARY RECESS ELECTRICAL DETAILS
LOCK 15 DS AUXILIARY RECESS ELECTRICAL NOTES
LOCK 15 DS AUXILIARY RECESS ELECTRICAL PLAN
SC825
SC801
SC800
SC751
SC750
SC710 LOCK 15 DS AUXILIARY MITER GATE ANCHORAGE PIN PLATE DETAILS
LOCK 15 DS AUXILIARY EXISTING MITER GATE ANCHORAGE REHABILITATION NEW PARTS
LOCK 15 DS AUXILIARY EXISTING MITER GATE ANCHORAGE REHABILITATION
LOCK 15 DS AUXILIARY ARMOR DETAILS II
LOCK 15 DS AUXILIARY ARMOR DETAILS I
LOCK 15 DS AUXILIARY GRATING AND EMBEDDED STEEL DETAILS
TITLE OF DRAWINGREF. NO.
SHEET
TITLE OF DRAWINGREF. NO.
SHEET
VA001
VA102
SC106
SC105
SC104
SC103
SC102
SC101
SC100
SC904
SC903
SC902
SC901
SC900
SC703
SC702
SC701
SC700
SC503
SC502
SC501
SC500
SC200
SC156
SC155
SC154
SC153
SC152
SC151
SC150
C000
CC001
VA101
SC001
SC708
SC707
SC706
SC705
BASE BID - LOCK 22 TOW HAULAGE UNIT INSTALLATION (H DRAWINGS)
LOCK 22 MISCELLANEOUS DETAILS
LOCK 22 FAIRLEAD ASSEMBLY
LOCK 22 TOW HAULAGE UNIT WORK DETAILS
LOCK 22 TOW HAULAGE UNIT WORK SECTIONS
LOCK 22 TOW HAULAGE UNIT WORK SECTIONS
LOCK 22 UPSTREAM TOW HAULAGE UNIT WORK
LOCK 22 DOWNSTREAM TOW HAULAGE UNIT WORK
SH502
SH501
SH303
SH302
SH301
SH102
SH101
OPTION A - LOCK 15 AUXILIARY LOCK CHAMBER BULKHEAD RECESSES (C AND G DRAWINGS)
H000 LOCK 22 COVER SHEET
SG801
SG800
SG200
G000
SG001
SG104
SG103
SG102
SG101
SG100
SG155
SG153
SG152
SG151
SG150
SG252
SG251
SG250
SG506
SG505
SG502
SG501
SG500
SG904
SG903
SG902
SG901
SG900
LOCK 15 DS AUXILIARY SURVEY MONUMENT INSTALLATION
LOCK 15 DS AUXILIARY BULKHEAD RECESS CONTROL PLAN
LOCK 15 DS AUXILIARY ANCHORAGE CONTROL PLAN
LOCK 15 DS AUXILIARY GENERAL PLAN
LOCK 15 DS AUXILIARY GENERAL NOTES
LOCK 15 DS AUXILIARY DEMOLITION SECTIONS V
LOCK 15 DS AUXILIARY DEMOLITION SECTIONS IV
LOCK 15 DS AUXILIARY DEMOLITION SECTIONS III
LOCK 15 DS AUXILIARY DEMOLITION SECTIONS II
LOCK 15 DS AUXILIARY DEMOLITION SECTIONS I
LOCK 15 DS AUXILIARY DEMOLITION PLANS AND ELEVATIONS
LOCK 15 DS AUXILIARY ENLARGED LOCK PLAN
LOCK 15 DS AUXILIARY ANCHOR LAYOUT ELEVATIONS
LOCK 15 DS AUXILIARY NEW WORK SECTIONS V
LOCK 15 DS AUXILIARY NEW WORK SECTIONS IV
LOCK 15 DS AUXILIARY NEW WORK SECTIONS III
LOCK 15 DS AUXILIARY NEW WORK SECTIONS II
LOCK 15 DS AUXILIARY NEW WORK SECTIONS I
LOCK 15 DS AUXILIARY NEW WORK PLANS AND ELEVATIONS
LOCK 15 DS AUXILIARY NEW WORK MISCELLANEOUS DETAILS
LOCK 15 DS AUXILIARY PROTECTION PLATE ASSEMBLY SECTIONS
LOCK 15 DS AUXILIARY PROTECTION PLATE ASSEMBLY
LOCK 15 DS AUXILIARY RECESS ASSEMBLY DETAILS
LOCK 15 DS AUXILIARY RECESS ASSEMBLY
LOCK 15 DS AUXILIARY LANDWALL MITER GATE ANCHORAGE DETAILS II
LOCK 15 DS AUXILIARY LANDWALL MITER GATE ANCHORAGE DETAILS I
LOCK 15 DS AUXILIARY LANDWALL MITER GATE ANCHORAGE SECTIONS
LOCK 15 DS AUXILIARY LANDWALL MITER GATE ANCHORAGE PLAN
LOCK 15 DS AUXILIARY I-WALL MITER GATE ANCHORAGE DETAILS II
LOCK 15 DS AUXILIARY I-WALL MITER GATE ANCHORAGE DETAILS I
LOCK 15 DS AUXILIARY I-WALL MITER GATE ANCHORAGE SECTIONS
LOCK 15 DS AUXILIARY I-WALL MITER GATE ANCHORAGE PLAN
LOCK 15 DS AUXILIARY COVER SHEET
LOCK 15 DS AUXILIARY SILL PARTS III
LOCK 15 DS AUXILIARY SILL PARTS II
LOCK 15 DS AUXILIARY SILL PARTS I
LOCK 15 DS AUXILIARY SILL BEAM SECTIONS
LOCK 15 DS AUXILIARY SILL BEAM ASSEMBLY
LOCK 15 US AUXILIARY COVER SHEET
LOCK 15 US AUXILIARY GENERAL NOTES
LOCK 15 US AUXILIARY DEMOLITION SECTIONS III
LOCK 15 US AUXILIARY DEMOLITION SECTIONS II
LOCK 15 US AUXILIARY DEMOLITION SECTIONS I
LOCK 15 US AUXILIARY DEMOLITION PLANS AND ELEVATIONS
LOCK 15 US AUXILIARY ENLARGED LOCK PLAN
LOCK 15 US AUXILIARY ANCHOR LAYOUT ELEVATIONS
LOCK 15 US AUXILIARY NEW WORK SECTIONS III
LOCK 15 US AUXILIARY NEW WORK SECTIONS II
LOCK 15 US AUXILIARY NEW WORK SECTIONS I
LOCK 15 US AUXILIARY NEW WORK PLANS AND ELEVATIONS
LOCK 15 US AUXILIARY NEW WORK MISCELLANEOUS DETAILS
LOCK 15 US AUXILIARY HANDRAIL DETAILS
LOCK 15 US AUXILIARY I-WALL HANDRAIL
LOCK 15 US AUXILIARY RIVER WALL HANDRAIL
LOCK 15 US AUXILIARY PROTECTION PLATE ASSEMBLY SECTIONS
LOCK 15 US AUXILIARY PROTECTION PLATE ASSEMBLY
LOCK 15 US AUXILIARY RECESS ASSEMBLY DETAILS
LOCK 15 US AUXILIARY RIVER WALL RECESS ASSEMBLY
LOCK 15 US AUXILIARY I-WALL RECESS ASSEMBLY
LOCK 15 US AUXILIARY ARMOR DETAILS II
LOCK 15 US AUXILIARY ARMOR DETAILS I
A N
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D m v r-a p p w p lt \P
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\3
\4
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L A
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C K
S
A N
D
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S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
LOCK 15 US AUXILIARY SILL BEAM PARTS III
LOCK 15 US AUXILIARY SILL BEAM PARTS II
LOCK 15 US AUXILIARY SILL BEAM PARTS I
LOCK 15 US AUXILIARY SILL BEAM SECTIONS
LOCK 15 US AUXILIARY SILL BEAM ASSEMBLY
SC252
SC251
SC250
LOCK 15 DS AUXILIARY HANDRAIL DETAILS
LOCK 15 DS AUXILIARY I-WALL HANDRAIL
LOCK 15 DS AUXILIARY RIVER WALL HANDRAIL
EH001 LOCK 22 LANDWALL COUPLING LIGHT REPLACEMENT PLAN
EH002
EH003
EH501
EH502
LOCK 22 UPSTREAM LANDWALL COUPLING LIGHT REPLACEMENT PLAN NEW WORK
LOCK 22 ELECTRICAL DETAILS
LOCK 22 ELECTRICAL DETAILS
LOCK 22 UPSTREAM LANDWALL COUPLING LIGHT REPLACEMENT PLAN DEMOLITION
/0
/2
W E
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-R -0
IL
L
IN
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W A
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H A
M B
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K H
E A
D R
E C
E S
S
FINAL
ID
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
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D E
S
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D B
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D E
S C
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2 3
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4 5
A
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D A
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S
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S U
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D B
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C A
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C O
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O
D A
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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
ED503
ED502
ED501
ED003
ED002
ED001
LOCK 16 US AUXILIARY RECESS DUCT BANK DETAILS
LOCK 16 US AUXILIARY RECESS PLAN AND ISOMETRIC
LOCK 16 US AUXILIARY RECESS ELECTRICAL DETAILS
LOCK 16 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 16 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 16 US AUXILIARY RECESS ELECTRICAL PLAN
SF200
F000
CF001
SF001
SF252
SF251
SF250
LOCK 22 US AUXILIARY COVER SHEET
LOCK 22 US AUXILIARY GENERAL PLAN
LOCK 22 US AUXILIARY GENERAL NOTES
LOCK 22 US AUXILIARY NEW WORK MISCELLANEOUS DETAILS
SF103
SF102
SF101
SF100
SF153
SF152
SF151
SF150
SF501
SF500
LOCK 22 US AUXILIARY RECESS ASSEMBLY DETAILS
LOCK 22 US AUXILIARY RECESS ASSEMBLY
SF875
SF802
SF801
SF800
LOCK 22 US AUXILIARY LADDER DETAILS
LOCK 22 US AUXILIARY ARMOR DETAILS III
LOCK 22 US AUXILIARY ARMOR DETAILS II
LOCK 22 US AUXILIARY ARMOR DETAILS I
LOCK 22 US AUXILIARY RIVER WALL DEMOLITION SECTIONS
LOCK 22 US AUXILIARY I-WALL DEMOLITION SECTIONS
LOCK 22 US AUXILIARY DEMOLITION PLANS AND ELEVATIONS
LOCK 22 US AUXILIARY ENLARGED LOCK PLAN
LOCK 22 US AUXILIARY ANCHOR LAYOUT ELEVATIONS
LOCK 22 US AUXILIARY RIVER WALL NEW WORK SECTIONS
LOCK 22 US AUXILIARY I-WALL NEW WORK SECTIONS
LOCK 22 US AUXILIARY NEW WORK PLANS AND ELEVATIONS
LOCK 22 US AUXILIARY HANDRAIL DETAILS
LOCK 22 US AUXILIARY RIVER WALL HANDRAIL
LOCK 22 US AUXILIARY I-WALL HANDRAIL
EE503
EE502
EE501
EE003
EE002
EE001
EF503
EF502
EF501
EF003
EF002
EF001
LOCK 18 US AUXILIARY RECESS DUCT BANK DETAILS
LOCK 18 US AUXILIARY RECESS DUCT BANK PLAN AND ISOMETRIC
LOCK 18 US AUXILIARY RECESS ELECTRICAL DETAILS
LOCK 18 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 18 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 18 US AUXILIARY RECESS ELECTRICAL PLAN
LOCK 22 US AUXILIARY RECESS DUCT BANK DETAILS
LOCK 22 US AUXILIARY RECESS DUCT BANK PLAN AND ISOMETRIC
LOCK 22 US AUXILIARY RECESS ELECTRICAL DETAILS
LOCK 22 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 22 US AUXILIARY RECESS ELECTRICAL NOTES
LOCK 22 US AUXILIARY RECESS ELECTRICAL PLAN
SD200
D000
CD001
SD001
SD252
SD251
SD250
LOCK 16 US AUXILIARY COVER SHEET
LOCK 16 US AUXILIARY GENERAL PLAN
LOCK 16 US AUXILIARY GENERAL NOTES
LOCK 16 US AUXILIARY NEW WORK MISCELLANEOUS DETAILS
LOCK 16 US AUXILIARY HANDRAIL DETAILS
LOCK 16 US AUXILIARY I-WALL HANDRAIL
LOCK 16 US AUXILIARY RIVER WALL HANDRAIL
LOCK 16 US AUXILIARY I-WALL DEMOLITION SECTIONS
LOCK 16 US AUXILIARY RIVER WALL DEMOLITION SECTIONS
LOCK 16 US AUXILIARY DEMOLITION PLANS AND ELEVATIONS
LOCK 16 US AUXILIARY ENLARGED LOCK PLAN
SD103
SD102
SD101
SD100
SD153
SD152
SD151
SD150
LOCK 16 US AUXILIARY ANCHOR LAYOUT ELEVATIONS
LOCK 16 US AUXILIARY I-WALL NEW WORK SECTIONS
LOCK 16 US AUXILIARY RIVER WALL NEW WORK SECTIONS
LOCK 16 US AUXILIARY NEW WORK PLANS AND ELEVATIONS
SD501
SD500
LOCK 16 US AUXILIARY RECESS ASSEMBLY DETAILS
LOCK 16 US AUXILIARY RECESS ASSEMBLY
SD875
SD802
SD801
SD800
LOCK 16 US AUXILIARY LADDER DETAILS
LOCK 16 US AUXILIARY ARMOR DETAILS III
LOCK 16 US AUXILIARY ARMOR DETAILS II
LOCK 16 US AUXILIARY ARMOR DETAILS I
SE200
E000
CE001
SE001
SE252
SE251
SE250
LOCK 18 US AUXILIARY COVER SHEET
LOCK 18 US AUXILIARY GENERAL PLAN
LOCK 18 US AUXILIARY GENERAL NOTES
LOCK 18 US AUXILIARY NEW WORK MISCELLANEOUS DETAILS
LOCK 18 US AUXILIARY HANDRAIL DETAILS
LOCK 18 US AUXILIARY I-WALL HANDRAIL
LOCK 18 US AUXILIARY RIVER WALL HANDRAIL
LOCK 18 US AUXILIARY I-WALL DEMOLITION SECTIONS
LOCK 18 US AUXILIARY RIVER WALL DEMOLITION SECTIONS
LOCK 18 US AUXILIARY DEMOLITION PLANS AND ELEVATIONS
LOCK 18 US AUXILIARY ENLARGED LOCK PLAN
SE103
SE102
SE101
SE100
SE153
SE152
SE151
SE150
LOCK 18 US AUXILIARY ANCHOR LAYOUT ELEVATIONS
LOCK 18 US AUXILIARY I-WALL NEW WORK SECTIONS
LOCK 18 US AUXILIARY RIVER WALL NEW WORK SECTIONS
LOCK 18 US AUXILIARY NEW WORK PLANS AND ELEVATIONS
SE501
SE500
LOCK 18 US AUXILIARY RECESS ASSEMBLY DETAILS
LOCK 18 US AUXILIARY RECESS ASSEMBLY
SE875
SE802
SE801
SE800
LOCK 18 US AUXILIARY LADDER DETAILS
LOCK 18 US AUXILIARY ARMOR DETAILS III
LOCK 18 US AUXILIARY ARMOR DETAILS II
LOCK 18 US AUXILIARY ARMOR DETAILS I
TITLE OF DRAWINGREF. NO.
SHEET
TITLE OF DRAWINGREF. NO.
SHEET
OPTION B - LOCK 16 AUXILIARY LOCK CHAMBER BULKHEAD RECESSES (D DRAWINGS)
OPTION C - LOCK 18 AUXILIARY LOCK CHAMBER BULKHEAD RECESSES (E DRAWINGS)
OPTION D - LOCK 22 AUXILIARY LOCK CHAMBER BULKHEAD RECESSES (F DRAWINGS)
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
BELOW THE 4" HORIZONTAL REMOVAL LINE.
ASTM A572 GRADE 50, MINIMUM 2'-0" EMBEDMENT IN RESIN GROUT
SHALL BE BY SAME SIZE THREADED ANCHOR AS EXISTING ANCHOR,
21. EXCEPT WHERE NOTED, REINSTALLATION OF EXISTING APPURTENANCES
ARMOR IS CUT.
ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE
ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
20. A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE
BOX AND SURROUNDING CONCRETE AS NECESSARY TO PERFORM WORK.
PULL BOXES. CONTRACTOR SHALL FURTHER SUPPORT MANHOLE/PULL
19. CONTRACTOR SHALL HAND CHIP CONCRETE OVER ALL MANHOLES AND
FROM CONCRETE FORMWORK.
ERECTION OF CONCRETE FORMWORK. ALL STEEL SHALL BE SEPARATE
ANCHORS, REINFORCING, EMBEDDED METALS, ETC. PRIOR TO
18. CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL ARMOR,
17. "CRES" INDICATES CORROSION RESISTANT STEEL.
AFTER REMOVAL.
NOT REINSTALLED SHALL BECOME THE PROPERTY OF THE GOVERNMENT
16. ALL GRATING SHALL BE NEW. GRATING THAT IS TO BE REMOVED AND
OUTSIDE THE CONCRETE REMOVAL LIMITS SHALL REMAIN IN PLACE.
SHALL BE REMOVED AND REPLACED UNLESS OTHERWISE NOTED. ARMOR
15. EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE REPLACEMENT
ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
14. CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE FIELD
PERMITTED.
COLD BENDING IN THE FIELD AFTER INSTALLATION WILL NOT BE
13. ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION.
OTHERWISE SPECIFIED.
12. ALL STRUCTURAL STEEL SHALL BE ASTM DESIGNATION A36 UNLESS
STRESS.
COFFERDAM ACTING IN A LOCATION SO AS TO PROVIDE MAXIMUM
OF THE COFFERDAM AND ICE LOAD OF 5 KIPS/LINEAL FOOT OF
LOADING ON THE COFFERDAMS SHALL INCLUDE WATER TO THE TOP
TAKEN TO SEAL COFFERDAMS ON DETERIORATED CONCRETE SURFACES.
BE SEPARATE FROM FORMING. NECESSARY PRECAUTIONS SHALL BE
FOR APPROVAL TO THE CONTRACTING OFFICER. COFFERDAMS MUST
CONCRETE SHALL BE DESIGNED BY THE CONTRACTOR AND SUBMITTED
11. COFFERDAMS AS REQUIRED FOR THE REMOVAL AND REPLACEMENT OF
BE FULL PENETRATION.
" UNLESS OTHERWISE NOTED. ALL GROOVE WELDS SHALL4
1 SHALL BE
", ALL FILLET WELDS4
1 WHERE BASE METAL THICKNESS EXCEEDS
NOTED.
ALL ELECTRODES SHALL BE E70xx; LOW HYDROGEN, UNLESS OTHERWISE
PROTECTION PLATE ASSEMBLY TENSION MEMBERS....AWS D1.5
CHECKPOST...........................................................................AWS D1.5
MITER GATE RECESS ANCHORAGE...................................AWS D1.5
STRUCTURAL WELDING CODE, EXCEPT FOR THE FOLLOWING ITEMS:
10. WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY, AWS D1.1
GENERAL NOTES
LEGEND
INDICATES REMOVAL OF CONCRETE
INDICATES PLACEMENT OF CONCRETE
INDICATES AN AREA OF GRASS
INDICATES GRANULAR SURFACE
SHEER. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.
WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE
CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH
NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED
UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL
AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH
MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION
DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE
9. SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS
SPECIFICATIONS.
DURING LOCKAGE OF TOWS CONTAINING FLAMMABLE PRODUCTS. SEE
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
8. NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS
SEEDING, ETC.
THE SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE GRADING,
CONTRACTOR PERFORMING ANY WORK. THE CONTRACTOR SHALL RETURN
BE PERFORMED WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO THE
7. AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL
INDICATES TO REUSE EXISTING.
6. "REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"
AND MATERIAL FABRICATION.
CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION
BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR
5. ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD
TO CONDUCT LOCK OPERATIONS.
CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL
TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,
CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING
CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.
4. THE LOCKS AND DAMS SHALL REMAIN IN OPERATION DURING THE
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL
3. THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY
NOT PRINTED TO SCALE.
REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY
CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE
FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS
2. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY
IN ACCORDANCE WITH THE SPECIFICATIONS.
1. GOVERNMENT UTILITIES WILL BE MADE AVAILABLE TO THE CONTRACTOR
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OFF-SITE AND COORDINATED BY THE CONTRACTOR.
BARGE AND TOWBOAT. ANY MOORING REQUIRED BEYOND THIS SHALL BE
CONTRACTOR SHALL ASSUME THESE AREAS CAN ACCOMMODATE A SINGLE
33. MOORING AREAS DESIGNATED ON THE DRAWINGS ARE UNKNOWN DEPTH.
ACCORDANCE WITH THE SPECIFICATIONS.
32. ALL WORK ON AREAS WITH LEAD BASED PAINT SHALL BE CONDUCTED IN
ANCHORAGE BARS: LOCK 15 AUXILIARY
EMBEDDED ANCHORAGE CHANNELS: LOCKS 15 AND 16
EMBEDDED GRATING FRAMES: ALL SITES
ARMOR: ALL SITES
31. LEAD BASED PAINT IS PRESENT ON THE FOLLOWING EXISTING STRUCTURES:
30. "COR" INDICATES CONTRACTING OFFICERS REPRESENTATIVE.
SIDEWALK CONCRETE.
CLOSURE PERIOD EXCEPT FOR HORIZONTAL CONCRETE RESURFACING AND
29. CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTUCTION
KEY WILL NEED TO BE WRAPPED PER MONOLITH JOINT.
CONCRETE PLACEMENT. CONTRACTOR SHALL ESTIMATE 25 SQUARE FEET OF
OF THE KEY SHALL BE WRAPPED WITH JOINT FILLER MATERIAL PRIOR TO
THE REMAINING KEY AFTER REMOVAL OPERATIONS. THE EXTENDED PORTION
AT THE MONOLITH JOINTS. IF ENCOUNTERED, THE CONTRACTOR SHALL MAINTAIN
28. THE CONTRACTOR MAY ENCOUNTER KEYS WITHIN THE EXISTING MONOLITHS
COMPLY WITH NFPA 70, THE NATIONAL ELECTRICAL CODE.
27. ALL TEMPORARY AND PERMANENT ELECTRICAL REQUIREMENTS SHALL
SITE ON A READABLE CD WITH THE SITE LABELED CLEARLY ON THE CD
EACH SITE. PHOTOGRAPHS SHALL BE SUBMITTED SEPARATELY FOR EACH
CONTRACTOR SHALL ASSUME 20 PHOTOGRAPHS WILL BE REQUIRED AT
PHOTOGRAPHS SHOULD DEPICT EXISTING CONDITIONS FOR FUTURE USE.
WORK FROM WITHIN THE COFFERDAM PRIOR TO RE-WATERING. THE
26. THE CONTRACTOR SHALL TAKE DIGITAL PHOTOGRAPHS OF THE COMPLETED
UNDER THIS CONTRACT.
EXPLOSIVE BLASTING FOR CONCRETE REMOVAL WILL NOT BE ALLOWED
SURFACE PREPARATION PRIOR TO NEW CONCRETE PLACEMENT.
CONCRETE REMOVAL. WIRE SAWN CONCRETE SURFACES WILL REQUIRE
25. CONTRACTOR SHALL BE REQUIRED TO WIRE SAW BULKHEAD SLOT
COFFERDAMS AND CONCRETE PLACEMENT.
RESPONSIBILITY TO CONTROL THIS WATER FOR DE WATERING OF
LEAK VARIOUS AMOUNTS OF WATER. IT IS THE CONTRACTORS
24. EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY
TO MEET THESE TOLERANCES.
GIVEN IN THE SPECIFICATIONS. GRIND SMOOTH IF REQUIRED
THESE GIVEN LIMITS ARE INDEPENDENT OF OTHER TOLERANCES
" IN VERTICAL ALIGNMENT.4
1" AND NOT MORE THAN 16
23. ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN
BURNED OFF AT THE REMOVAL LINE AND NOT REPLACED.
22. ALL LINE HOOKS WITHIN THE CONCRETE REMOVAL AREAS SHALL BE
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BASE BID
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®of Engineers
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US Army Corps
P R
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MARK PIN FOR
1"
WITH TOP OF CONCRETE)
BRASS ROD (FLUSH
1" DIA. X 10"
SEE NOTE
EXISTING CONCRETE
0.02" RADIUS
ROUND CORNER
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STA. DIST. ELEV. DIST.
THIS CONTRACT
ELEV.
MONUMENT
I3
L2
0+15.0B
0+15.0B
STA.
TBD
TBD
TBD
TBD
TBD568.294
568.315
116.017
SURVEY DATA
REQUIRED TO BE TAKEN UNDER THIS CONTRACT
ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS
GENERAL SHEET NOTES
A1
L/D 15 SURVEY PLAN
0 200'SCALE : 1"=100'-0" 100' A4
POSITION MONUMENT DETAIL
SCALE : NO SCALE
PERFORM THE SURVEY.
4. THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET THE MONUMENTS AND
THE COR FOR APPROVAL.
3. THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY, AND RESULTS SUBMITTED TO
MONUMENT.
2. THE CONTRACTOR SHALL RESET THE MONUMENTS IN THE SAME ALIGNMENT AS EXISTING
STABLE MONUMENTATION, AT THE CONTRACTOR'S EXPENSE.
DURING CONSTRUCTION DUE TO CONTRACTOR OPERATIONS SHALL ALSO BE REPLACED WITH
THE WALL ACCORDING TO THE DIAGRAM SHOWN. ANY LAND MONUMENTS THAT ARE DAMAGED
BE REMOVED DURING CONTRACTOR OPERATIONS. NEW BRASS RODS SHALL BE USED ON
1. THE CONTRACTOR SHALL RESET THE SURVEY POSITION MONUMENTS L2 AND I3 WHICH WILL
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POST FLOOD JAN./MAR. 2015
NEW EPOXY GROUT
RECOMMEMDATIONS
HOLE DIA. SHALL BE PER MANUFACTURER'S
NOTE:
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SEAWALL ABUTMENT
RIVER WALL
2 FOOT LINE
AUXILIARY LOCK
2 FOOT LINE
MAIN LOCK
INTERMEDIATE WALL
S T
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LAND WALL
S T
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STA. 0+24.958
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OFFSET 3" DOWNSTREAM
FROM THEORETICAL L
OF SERVICE BRIDGE.
STA. 11+19.50 B
PLAN
FLOW
FLOW
S T
A
UPPER NOSE LINE (UNL).
(LNL)
LOWER NOSE LINE
Sheet
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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
14.71B
RECESS STA.
BULKHEAD
14.71B
RECESS STA.
BULKHEAD
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E S
S
LANDWALL AND I1 TO FACE OF INTERMEDIATE WALL.
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND IC1, AS WELL AS DISTANCE FROM L1 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
VA101
MONUMENT LC2
CONSTRUCTION CONTROL
MONUMENT LC1
CONSTRUCTION CONTROL
MONUMENT IC2
CONSTRUCTION CONTROL
MONUMENT IC1
CONSTRUCTION CONTROL
A1
SURVEY CONTROL PLAN
A4
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
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K H
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S
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IC
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IO
N N
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F
IL
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D W
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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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2 3
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4 5
A
B
M A
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D A
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S
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S U
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D B
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P L
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C A
L E
P L
O T D
A T
E
C O
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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
MACHINERY
MITER GATE
EXISTING
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE,
REMOVE AND REINSTALL
SHELTER AND FENCE
HAULAGE UNIT, TOW HAULAGE
REMOVE AND REINSTALL TOW
A N
S I
D m v r-a p p w p lt \P
W iC
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L A
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P S O
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N
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C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
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IV
E R B
A S
IN
M R
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
MANHOLE NO. C8
EXISTING
SA101
C1 SA101
C3
0 4' 8' 12'SCALE : 3/16"=1'-0"
N
A3 0 4' 8'SCALE : 3/16"=1'-0" 12'
N
C/L PINTLE STA. 0+00.0 PINTLE STA. 0+00.0
C/L
F L
O W
CHAMBER
LOCK
MAIN
F L
O W
CHAMBER
LOCK
MAIN
EXISTING LADDER
CHECKPOST STA. 36.0B
REMOVE EXISTING
UNIT SLAB
TOW HAULAGE
INSTALL NEW
FAIRLEAD
REMOVE EXISTING
ASSEMBLY
ANCHORAGE
MITER GATE
REPLACE
REMOVE AND
CHANNELS
MITER GATE ANCHORAGE
REMOVE AND REPLACE
ASSEMBLY
ANCHORAGE
MITER GATE
REPLACE
REMOVE AND
CHANNELS
MITER GATE ANCHORAGE
REMOVE AND REPLACE
MACHINERY
MITER GATE
EXISTING
MANHOLE
EXISTING
N E
W H
A N
D R
A
IL
N E
W H
A N
D R
A
IL
T O R
E M
A
IN
H A
N D
R
IL
X
IS
T
R
E M
A
IN
E X
IS
T
IN
G H
A N
D R
A
IL
DOWNSTREAM MAIN LOCK LANDWALL PLAN
SA100
UNIT FAIRLEAD
TOW HAULAGE
INSTALL NEW
A1
DOWNSTREAM MAIN LOCK INTERMEDIATE WALL PLAN
/0
/2
W E
K -1
-R -0
IL
L
IN
O
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IO
W A
A N
D M
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S
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D B
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2 3
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A
B
M A
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D A
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T E
D B
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P L
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C A
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P L
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A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
AND STUB COLUMN
REMOVE ANGLE CURB
SECURING REQUIREMENTS
FOR BLOCKING AND
SPECIFICATIONS
MITER GATE, SEE
REINSTALLED
REHABILITATED, AND
ANCHORAGE TO BE REMOVED,
TYPICAL- MITER GATE
ANCHORAGE CHANNELS
REMOVE GATE
FLOW
ANCHORAGE CHANNELS
REMOVE GATE
AND REINSTALLED
REHABILITATED, REMOVED
ANCHORAGE TO BE REMOVED,
TYPICAL- MITER GATE
REMOVE GRATING AND SUPPORTS
ANCHORAGE ASSEMBLY
REMOVE GATE
FLOW
A3
ELEVATION - LANDWALL
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - INTERMEDIATE WALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
C1
PLAN - INTERMEDIATE WALL
SCALE : 1/4"=1'-0" 0 2' 4' 8' C3
PLAN - LANDWALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
A N
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C K I S
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C K I S
L A
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IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
N G
IN
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S -A
X X
X .d g n
C H J
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S
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C K
C K
S
A N
D
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IS
S
IS
S
IP
P I
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IV
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A S
IN
M R
SA103
B1
SA103
A1
SA104
C3
SA104
A1
S T
A .0
P
IN
T L E
C /L
ANCHORAGE
EXISTING
REMOVE
SA103
A3
EL. 564.0
EL. 568.25
LOCKWALL
TOP OF
EL. 568.25
LOCKWALL
TOP OF
SA104
A1
S T
A .0
P
IN
T L E
SA102
B1
SA102
A1
ANCHORAGE
EXISTING
REMOVE
SA102
A3
SEE ELECTRICAL SHEETS
LIGHT POLE AND BASE SHROUD,
REMOVE AND REINSTALL
EL. 564.0
OF THE GOVERNMENT.
SHALL BECOME PROPERTY
FAIRLEAD. FAIRLEAD
REMOVE EXISTING
EL. 532.83 EL. 532.83
SA104
C3
SECURING REQUIREMENTS
FOR BLOCKING AND
SPECIFICATIONS
MITER GATE, SEE
SA106
A4
PORT
EXISTING EMPTYING
PORT
EXISTING EMPTYING
S T
A
.0
B
C H
E C
K P
O S
T
E X
IS
T
IN
G
C /L
S T
A
.0
B
C H
E C
K P
O S
T
E X
IS
T
IN
G
CHECKPOST
REMOVE EXISTING
SA101
BULKHEAD RECESS
EXISTING TAINTER
BULKHEAD RECESS
EXISTING TAINTER
/0
/2
D E
M O
L
IT
IO
N P
L A
N S A
N D E
L E
V A
T
IO
N S I
W E
K -1
-R -0
IL
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IN
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W A
A N
D M
IS
S
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C K C
H A
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K H
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A T
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N N
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P L
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C A
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P L
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A T
E
C O
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R A
C T N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D m v r-a p p w p lt \P
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\3
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C K I S
L A
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A R
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P S O
F E
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IN
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S -A
X X
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C K
C K
S
A N
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IS
S
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S
IP
P I
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IV
E R B
A S
IN
M R
AND STUB COLUMN
REMOVE ANGLE CURB
TO DAMAGE BARS
SHALL USE CAUTION NOT
REINSTALLED. CONTRACTOR
REHABILITATED AND
ANCHORAGE BARS TO BE
C/L ANCHORAGE ASSEMBLY
C/L ANCHORAGE ASSEMBLY
CHANNELS
ANCHORAGE
REMOVE GATE
20'-6"
SA105
B4
SA105
A1
SA106
C1
SA1
06C4
SA10
C4
SA10
C1
S -A
A
"8
'-5
"2
'-1
2'-6
2'-6
C/L PINTLE
EL. 532.5
EL. 545.0 TO
EMPTYING CULVERT,
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"
C/L PINTLE
C/L PINTLE
SA102
ASSEMBLY
ANCHORAGE
REMOVE GATE
EL. 568.25 - EL. 565.25
EL. 565.25 - EL. 563.0
SA104
D5
SA104
A5
EXISTING 12" VCP
EXISTING EMPTYING CULVERT
SHOWN)
SLOT (GRATING NOT
BULKHEAD RECESS
EXISTING TAINTER
25'-0"
14'-0" 6'-6"14'-0" 6'-6"
B1
SECTION
A1
SECTION
A3
SECTION
REMOVAL
5" CONCRETE
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
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L O
C K C
H A
M B
E R B
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K H
E A
D R
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S
E
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N S
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C K I S
L A
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C K I S
L A
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T R
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P S O
F E
N G
IN
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S -A
X X
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C H J
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N S
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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
CHANNELS
ANCHORAGE
REMOVE GATE
ANCHORAGE ASSEMBLY C/L
ANCHORAGE ASSEMBLY C/L
C/L PINTLE
ANCHORAGE ASSEMBLY
REMOVE GATE
AND SUPPORTS
REMOVE GRATING,
20'-9"
"2 111'-2
6'-6"
C/L PINTLE
12'-3"6'-6"
EMPTYING CULVERT
EXISTING
C/L PINTLE
0 1' 2' 4'SCALE : 1/2"=1'-0"
SA105
A1
SA106
C4
SA105
C4
SA105
C1
S A
6A
SA105
B4
SA106
C1
EL. 554.0 - EL. 551.0
S E
E S
E C
T
IO
N B
2'-6"
2'-6"
TO DAMAGE BARS
USE CAUTION NOT
CONTRACTOR SHALL
AND REINSTALLED.
BE REMOVED
ANCHORAGE BARS TO
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0" SA103
EL. 545.0 TO EL. 532.5
EMPTYING CULVERT,
FAIRLEAD ASSEMBLY
REMOVE EXISTING
SA104
C5
12'-3"
EL. 565.25 - EL. 564.0
SHOWN)
RECESS SLOT (GRATING NOT
EXISTING TAINTER BULKHEAD
8'-3"
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
WALL ARMOR
EXISTING
REMOVE
CORNER ARMOR
REMOVE EXISTING
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
RECESS ASSEMBLY
C/L BULKHEAD
BULKHEAD RECESS
4'-1"
2'-10"
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. 568.25
EL. 545.0
EL. 532.5
EL. 532.83
EL. 568.25
CORNER WALL ARMOR
REMOVE EXISTING
CULVERT
EMPTYING
A N
S I
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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 -A
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
4'-0"
S
P A
C E
S
R E
M O
V E E
X
IS
T
IN
G W
A L L A
R M
O R
SA104
9'-0"
(I-WALL ONLY)
12" Ø VCP DRAIN
(APPROX)
EL. 549.0
EL. 532.83
A5
SECTION
C5
SECTION
D5
SECTION
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
12"
40"
AS REQUIRED TO PERFORM WORK
REMOVE AND REINSTALL GRATING
40"
40"
AS REQUIRED TO PERFORM WORK
REMOVE AND REINSTALL GRATING
TO REMAIN
3x14 3x14
1L
EXISTING
TO REMAIN
3x14 3x14
1L
EXISTING
TO REMAIN
3x14 3x14
1L
EXISTING
1'-11" I-WALL
1'-6" LANDWALL
C3
SECTION
A3
SECTION
A1
SECTION
/0
/2
FINAL
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
QUOIN SHOE
EMBEDDED
EXISTING
TO REMAIN
EMBEDDED ANCHORAGE
EXISTING MITER GATE
NOT SHOWN FOR CLARITY
GATE ANCHORAGE
EXISTING MITER
ANCHORAGE CHANNELS
REMOVE EXISTING
NOT SHOWN FOR CLARITY
GATE ANCHORAGE
EXISTING MITER
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. 568.25
EL. 568.25
EL. 568.25
"2 13'-05'-11"
ANCHORAGE CHANNELS
REMOVE EXISTING
3'-0"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
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X X
X .d g n
:5
:3
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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 -A
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
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M O
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IT
IO
N S
E C
T
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N S I
V
L O
C K
C K
S
A N
D
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IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
EL. 568.25
12"
SA105
C1
SECTION
A1
SECTION
B4
SECTION
DWG REF(s) : SA102, SA103 OPPOSITE HAND
C4
SECTION
4'-0"
"4 12'-65'-11"
SHEET SA106 FOR WORK DETAILS
SHOE, SEE DETAIL C1 ON
EXISTING EMBEDDED QUOIN
/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. 568.25
EL. 568.25
EL. 564.25
EL. 568.25
EL. 565.25
EL. 564.25
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
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\3
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P P
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C K I S
L A
N D
IL
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C K I S
L A
N D D
IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
S -A
X X
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C H J
B
S
H O
W N
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Q
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IT
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N S
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N S V
L O
C K
C K
S
A N
D
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IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SA106SCALE : 3/4"=1'-0" 0 1' 2' 3'
2'-0"
2'-0" WIDE x 2'-0" x 5"
REMOVE CONCRETE
WALLS, FILLED WITH GROUT
9"Ø TUBE WITH 1" THICK
CHECKPOST CONSISTS OF A
CONCRETE REMOVAL LINE.
CUT EXISTING CHECKPOST AT
A4
SECTION
C2
SECTION
C4
SECTION
A1
SECTION
C1
DETAIL
/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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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
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IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
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C K
D B
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D E
S
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N E
D B
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D E
S C
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IP
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N
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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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S U
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
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A T
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C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
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D E
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D B
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D E
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2 3
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A
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D B
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P L
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C A
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P L
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A T
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C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
ANCHORAGE PLATES
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
S T
A .0
P
IN
T L E
S T
A .2
B
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"
C /L
C /L
A N
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W W
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K P
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N D E
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C K
C K
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A N
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S
IS
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IP
P I
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IV
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A S
IN
M R
SA150
EL. 568.25
LOCKWALL
TOP OF
EL. 568.25
LOCKWALL
TOP OF
S T
A .0
P
IN
T L E
C /L
SA151
C1
SA152
C3
SA152
A3
SA151
C3
SA151
C1
SA151
A3
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
SA801-C4
NEW CORNER CAP
SA152
A1
SA152
A1
SA801-C4
NEW CORNER CAP
ANCHORAGE PLATES
INSTALL NEW GATE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
EL. 564.0EL. 564.0
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
EL. 532.83 EL. 532.83
SA152
B1
SA151
B1
SA800-B1 (TYP)
NEW WALL ARMOR
CONCRETE
REMOVAL
CHECKPOST
SA800-D1
CORNER ARMOR
NEW HORIZONTAL
ARMOR SA800-D1
NEW HORIZONTAL CORNER
ARMOR SA800-D1
NEW HORIZONTAL CORNER
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
INSTALL NEW FAIRLEAD
2'-0"
SA153
B5
SA800-B1 (TYP)
NEW WALL ARMOR
SA801-A4
NEW CORNER CAP
SA801-A4
NEW CORNER CAP
A1
ELEVATION - INTERMEDIATE WALL
C3
PLAN - LANDWALL
A3
ELEVATION - LANDWALL
/0
/2
W E
K -1
-R -0
IL
L
IN
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W A
A N
D M
IS
S
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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 C/L PINTLE
"2 114'-8
6'-6"
ANCHORS @ 1'-4"2'-4"2'-4"
@ 1'-0"
TYP - #6
1'-0"
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#6 @ 12
TYP -
C/L PINTLE
6'-6"
3'-6"3'-0"
@ 1'-4"
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
#8 @ 1'-0" E.F. X 6'-6"
#6 @ 12 E.W.
#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
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"
SA154
A3
SA15
C1
SA15
B1
SA15
A1
SA156
A1
SA154
A1
SA154
C3
OPP. HAND
SA155
C
C /L C /L
C /L
#6B @ 12
#6
DRAIN
DRAIN
A N
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\3
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L A
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L A
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U .S
A R
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P S O
F E
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S -A
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B
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C K
C K
S
A N
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S
IS
S
IP
P I
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E R B
A S
IN
M R
SA151
NEW MITER PIN PLATES
EXISTING EMPTYING CULVERT
"2 15'-9
"2 15'-9 "2
114'-8
2'-6"
SA153
A5
@ 1'-0"
ANCHORS
B1
SECTION
A1
SECTION
A3
SECTION
SHOWN
IN GENERAL LOCATION AS
#6 ANCHORS SPACED 1'-0"
20'-6"
RESURFACING
5" HORIZONTAL
/0
/2
FINAL
W E
K -1
-R -0
IL
L
IN
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IS
IO
W A
A N
D M
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S
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C K C
H A
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S
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N N
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D B
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D B
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A
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D A
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D B
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P L
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P L
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C O
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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S O
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IT
A T
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N N
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D B
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2 3
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A
B
M A
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D A
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D B
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P L
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C A
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P L
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A T
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C O
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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
6'-6"
"2 114'-8 "2
14'-0
ANCHORS @ 1'-4" 2'-4" 2'-4"
#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
"2 14'-0"2
114'-8
6'-6"
3'-8" "2 14'-0
@ 1'-0"
ANCHORS
"2 114'-8
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"
#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
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"
SA156
A3
C /L
C /L
C /L
SA154
A1
SA154
C3
SA1
55C
SA155
A1
SA154
B1
SA154
B3
SA154
C1
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
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P I
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A S
IN
M R
SA152
"4 16'-
S T
A .0 B
M O
N O J
O
IN
T
S T
A .5 B
E X
IS
T
IN
G L
A D
D E
R C /L
N O
M
IN
A L
"2 11'-8
ANCHORS
TYP - #6
5 SP. @ 1'-0"
1'-0"6"
PIN PLATES
NEW MITER
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
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E S
S
S O
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IC
IT
A T
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N N
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A M
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D W
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D B
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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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S
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D B
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P L
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C A
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P L
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C O
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C T N
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D A
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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
EL. 568.25
#6 @ 12
EL. 532.83
EL. 532.5
1'-6" LANDWALL
2'-10"
DAM FOUNDATION
SILL AND POIREE
LOWER MITER
#6B ANCHORS
#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"
B3
A3
F O
R A
N C
H O
R S
P A
C
IN
G S
E E S
H E
E T S
A
EL. 532.83
PLACEMENT
SILL CONCRETE
4'-0"
S
P A
C E
S
4'-1"
BULKHEAD RECESS
A N
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L A
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W W
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N S I
II
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C K
C K
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A N
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S
IS
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IP
P I
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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
AND SB152
SHEETS SB151
SPACING SEE
FOR ANCHOR
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
SA153
9'-0"
EL. 545.0
MISS NEW PIPE
ADJUST ANCHORS TO
(I-WALL ONLY)
NEW 12" DRAIN PIPE
EL. 548.0
" 8
3PL PIPE
12" STANDARD
1"
2 1
16"
8"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
2'-0"
(4) #3B ANCHORS
2'1'0SCALE : 1"=1'-0"
A5
ANCHOR
EXPANSION
" Ø x 9"4
3 FOR
" HOLE16
TO PLACING CONCRETE
SEAL AROUND PLATE PRIOR
1'-11" I-WALL
A1
SECTION
A3
SECTION
B3
SECTION
A5
DETAIL
B5
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
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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
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IC
IT
A T
IO
N N
O
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A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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IP
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N
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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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S U
B M
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D B
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P L
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P L
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C O
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C T N
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D A
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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
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
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
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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
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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
4'-0"
EL 568.25 EL 568.25
EL 568.25 EL 568.25
EL 568.25
S E
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B3
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C1
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B1
SECTION
A1
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ANCHOR LAYOUT
SEE SHEET SA150 FOR
(TOTAL OF 8)
IN EPOXY GROUT
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1" DIA. ASTM A449
EL 568.25
SCALE : 3/4"=1'-0" 0 1' 2' 3'A3
SECTION
EPOXY GROUT (14 TOTAL)
THREADED ROD SET IN
1" DIA ASTM A449
ANCHOR LAYOUT
SEE SHEET SA151 FOR
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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'
HAND
LANDWALL OPPOSITE
I-WALL SHOWN
VARIES
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