A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_22_Aux_-_OPTION_D.pdf
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- LD 15, 16, 18, 22 Bulkhead Recesses
- Solicitation number
- W912EK-16-R-0006
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Plan set drawings- Lock 22 Aux. - Option D
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DRAWINGS (F)
UPSTREAM AUXILIARY LOCK
LOCK 22
OPTION D
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®of Engineers
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US Army Corps
P R
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C T C
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SCALE : NO SCALE
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.
SHEET NOTES
N
RIVER WALL
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MOORING AREA
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WORK LIMITS
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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2 20 4'
SCALE: IN FEET
STRUCTURAL NOTES
LOCK BULKHEAD
GUIDE ROLLER
BUFFER
REACTION ROLLER
L L E
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"8 52'-9 *
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SF001
ANCHORS AND 24" OF FILLET WELD FOR SUPPORT (2 SUPPORTS EACH).
" Ø EXPANSION4
3 AT THE COMPLETION OF RECESS INSTALLATION. CONTRACTOR SHALL ASSUME SYSTEM REQUIRES (6)
CONTRACTOR SHALL MEASURE EXISTING LOCATION AND ELEVATION OF THE HANGER SYSTEM, REMOVE, AND REINSTALL
11. THERE IS AN EXISTING BOAT HANGER SYSTEM LOCATED ON THE AUXILLARY CHAMBER FACE OF THE I-WALL. THE
THE ARMOR WITH A FILLET WELD ALL AROUND THE HOOK.
THE ARMOR. THE CONTRACTOR SHALL REMOVE AND REINSTALL THE MOORING HOOKS BY WELDING BACK TO
10. THESE ARE TWO EXISTING MOORING HOOKS, ONE ON THE I-WALL AND ONE ON THE RIVER WALL, WELDED TO
SEALING COFFERDAM, AND SILT/DEBRIS ACCUMULATIONS IN THESE AREAS, SEE SPECIFICATIONS FOR DETAILS.
9. THE CONTRACTOR SHALL PERFORM AN INITIAL DIVE INSPECTION TO VERIFY CONCRETE CONDITIONS FOR
ASSOCIATED WASHERS AND NUTS.
" DIA. U-BOLTS WHICH WRAP AROUND THE LADDER RUNGS AND 2
1 HARDWARE CONSISTS OF FOUR
SHALL PROVIDE NEW STAINLESS STEEL HARDWARE TO REINSTALL THESE. CONTRACTOR SHALL ASSUME
CONTRACTOR SHALL REMOVE AND REINSTALL THESE DEVICES ON THE NEW LADDER RECESSES. CONTRACTOR
SHALL REINSTALL BY WELDING ALL AROUND THE PIPE TO THE ARMOR AND RE-BOLTING TO THE CONCRETE. THE
ARE WELDED TO THE ARMOR ON ONE END AND BOLTED TO THE CONCRETE ON THE OTHER. THE CONTRACTOR
THE INTERMEDIATE WALL AND THE RIVER WALL. THE DEVICES CONSIST OF 1" DIA. BENT PIPE WHICH
8. THERE ARE FOUR EXISTING LADDER EXTENSION DEVICES ATTACHED TO THE EXISTING ARMOR ON
REMOVAL DRAWINGS, SEE REFERENCE DRAWINGS FOR DETAILS.
7. REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE AND LOCATION. REINFORCING IS NOT SHOWN ON
6. WELD SIZES NOT CALLED OUT SHALL MEET MINIMUM REQUIREMENTS AS SPECIFIED IN AWS D1.1.
RECESSES.
BULKHEADS AND THE INSIDE WALL OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE
" GAP BETWEEN THE ENDS OF THE2
15. IT IS INTENDED TO POSITION RECESSES TO ACHIEVE A 1
".2
14. BULKHEAD RECESSES SHALL NOT VARY IN ALIGNMENT WITH ONE ANOTHER MORE THAN
" IN 10'-0".16
13. BULKHEAD RECESSES SHALL NOT VARY FROM PLUMB MORE THAN
SHOP DRAWING PREPARATION AND FABRICATION OF MATERIAL.
2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO
ENCOUNTERED.
SHALL REPORT THE FINDINGS, AND PROPOSED RESOLUTION IF ANY ALIGNMENT PROBLEMS ARE
ARE IN ALIGNMENT WITH EQUAL CLEARANCE ON EACH END OF THE BULKHEAD. THE CONTRACTOR
THE CENTERLINES OF THE REACTION ROLLERS ON THE BULKHEAD AND THE REACTION ROLLER BEAMS
MIDPOINT OF THESE TWO ELEVATIONS. THE 2'-10" DIMENSIONS MAY HAVE TO BE ADJUSTED SO THAT
FACE OF THE WALL: (1) AT THE TOP OF WALL ELEVATION, (1) AT THE SILL ELEVATION, AND (1) AT THE
CLEARANCE DIAGRAM. MEASUREMENTS SHALL BE TAKEN AT THREE LOCATIONS ALONG THE VERTICAL
OF LOCKWALLS IN CONJUNCTION WITH MAINTAINING THE 2'-10" AND 1'-2" DIMENSIONS SHOWN ON THE
B. PRIOR TO EMBEDDED STEEL FABRICATION, VERIFY THE 110'-0" DIMENSION BETWEEN FACE TO FACE
FROM INSIDE FACES OF RECESS TO INSIDE FACE OF RECESS SHALL BE 115'-8".
THE BULKHEADS AND THE BEARING SURFACES ARE MAINTAINED AT + 1/4 ". FINAL LOCK MEASUREMENT
A. ALIGN VERTICAL SURFACES OF THE RECESSES SUCH THAT THE CLEARANCES SHOWN BETWEEN
THE FOLLOWING:
TO ASSURE SUCH FIT. THESE PRECAUTIONS SHOULD INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO
OF THE BULKHEADS IN THE RECESSES. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS
1. THE DIMENSIONS ANNOTATED BY ASTERISK (*) ON THIS SHEET ARE CRITICAL FOR OPERATIONAL FIT
BY THE C.O.R.
LOCATED TO EXISTING LOCK FEATURES. REINSTALLATION SHALL BE AS DIRECTED
ALL COMPONENTS WHICH ARE TO BE REMOVED AND REINSTALLED SHALL BE FIELD 13.
JIB CRANE.
" Ø ANCHORS REQUIRED FOR REINSTALLATION OF4
1CONDUITS. THERE ARE SIX 1
ANCHOR INSTALLATION TO ENSURE THE HOLES DID NOT GET DRILLED INTO EXISTING
OF ANCHORS ON EPOXY GROUT. CONTRACTOR SHALL BORE SCOPE ALL HOLES PRIOR TO
ELECTRICAL CABLES. THE CONTRACTOR SHALL DRILL HOLES 2'-6" DEEP FOR SETTING
INSTALLATION OF THE JIB CRANE SHALL OCCUR PRIOR TO REINSTALLATION OF EXISTING
THE EXISTING JIB CRANE SHALL BE MOVED DOWNSTREAM OF THE EXISTING LOCATION.12.
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0 4' 16'8'SCALE : 1/8"=1'-0"
C/L
EXISTING LADDER 660.5
MITER GATE MACHINERY
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE
CHAMBER
MAIN LOCK
C/L
EXISTING LADDER 660.5
C/L
PINTLE STA. 0+00.0
T O R
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EXISTING CHECKPOST STA. 670.0A
LADDER
REMOVE EXISTING
EXISTING CHECKPOST STA. 670.0A
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE,
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
EXISTING LADDER
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EXISTING
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DUCTBANK SEE
EXISTING ELECTRICAL
MANHOLE NO. C8
EXISTING
ELECTRICAL DRAWINGS
DUCTBANK SEE
EXISTING ELECTRICAL
SF101
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EL. 471.5
LOCKWALL
TOP OF
C /L
C /L
0 2' 4' 8'SCALE : 1/4"=1'-0"
EL. 471.5
LOCKWALL
TOP OF
S T
A .5
L A
D D
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C /L
S T
A .0
C H
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K P
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T C /L
REMOVE LADDER
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE,
NO WORK REQUIRED
GATE MACHINERY
EXISTING MITER
FLOW
FLOW
REMOVE LADDER
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
MONOLITH 29
MONOLITH 29
S T
A .0
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SF102
C1
SF103
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SF103
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SF103
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S
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A .5
L A
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LINE HOOKS
REMOVE
LINE HOOKS
REMOVE
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE,
TO REMAIN
EXISTING CHECKPOST
ELECTRICAL DRAWINGS
ELECTRICAL DUCTS SEE
EXISTING EMBEDDED
ELECTRICAL DRAWINGS
MANHOLE SEE
EXISTING ELECTRICAL
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REPLACE EXISTING
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MONOLITH 7
MONOLITH 7
EL. 438.5 EL. 438.5
DRAWINGS
SEE ELECTRICAL
DUCTBANK
ELECTRICAL
EMBEDDED
EXISTING
S T
A .6
C H
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K P
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T
REINSTALLED
REMOVED AND
CRANE TO BE
EXISTING JIB
AND REINSTALLED
HOOK TO BE REMOVED
EXISTING MOORING
AND REINSTALLED
HOOK TO BE REMOVED
EXISTING MOORING
REINSTALLED
REMOVED AND
HANGER TO BE
EXISTING BOAT
C1
PLAN - INTERMEDIATE WALL
C3
PLAN - RIVERWALL
A3
ELEVATION - RIVERWALL
A1
ELEVATION - INTERMEDIATE WALL
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IN THE MID 1930's MAY HAVE AN AFFECT ON THIS DIMENSION.
AS-BUILT CONDITIONS. CONCRETE DETERIORATION SINCE THE CONSTRUCTION OF LOCK 20
DRAWINGS ARE BASED ON ORIGINAL CONTRACT DRAWINGS AND MAY NOT REPRESENT
NOTE PROXIMITY TO WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN ON THESE
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE EXISTING FILLING CULVERT AND
0 1' 2' 4'SCALE : 1/2"=1'-0"
S T
A .5
A
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S T
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A D
D E
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0 1' 2' 4'SCALE : 1/2"=1'-0"
4'-1"
RECESS ASSEMBLY
C/L BULKHEAD
EL. 438.5
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 471.5
EL. 436.5
FILLING CULVERT
2'-5"
2'-10"
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P A
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GENERAL NOTE
FOUNDATION
CONCRETE POIREE DAM
TOP OF EXISTING
DASHED LINE INDICATES
EL. 449.0
EL. 436.5 TO EL. 449.0
FILLING CULVERT
BULKHEAD RECESS
SEE NOTE 1
S T
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"2 114'-10
A4
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REMOVE CONCRETE WITHIN
EL. 463.5
VARIES
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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 -F
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
I- W
A L L D
E M
O L
IT
IO
N S
E C
T
IO
N S
L O
C K
A
U X
IL
IA
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SF102
EL. 438.5
8'-0"
EL. 471.5 TO EL. 463.5
EL. 463.5 TO EL. 438.5
8'-0"
C1
SECTION
C4
SECTION
A4
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
0 1' 2' 4'SCALE : 1/2"=1'-0"
S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
S T
A .5
A
E X
IS
T
IN
G L
A D
D E
R C /L
0 1' 2' 4'SCALE : 1/2"=1'-0"
S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
S T
A .5
A
E X
IS
T
IN
G L
A D
D E
R C /L
2'-10"
4'-0"
R E
M O
V E E
X
IS
T
IN
G W
A L L A
R M
O R
0 1' 2' 4'SCALE : 1/2"=1'-0"
B2
4'-1"
RECESS ASSEMBLY
C/L BULKHEAD
POIREE DAM FOUNDATION
TOP OF EXISTING CONCRETE
DASHED LINE INDICATES
EL. 438.5
0 1' 2' 4'SCALE : 1/2"=1'-0"
GENERAL NOTES
EL. 471.5
SEE NOTE 12'-5"
EL. 438.5
S
P A
C E
S
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
FILLING CULVERT
BULKHEAD RECESS
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
S T
A .0
A
M .J
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
S T
A .0
A
M .J
1'-5"
EL. 449.0 TO EL. 436.5
FILLING CULVERT
CONSTRUCTION OF LOCK 20 IN THE MID 1930's MAY HAVE AN AFFECT ON THIS DIMENSION.
REPRESENT AS-BUILT CONDITIONS. CONCRETE DETERIORATION SINCE THE
THESE DRAWINGS ARE BASED ON ORIGINAL CONTRACT DRAWINGS AND MAY NOT
AND NOTE PROXIMITY TO WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN ON
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE EXISTING FILLING CULVERT
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 -F
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
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P S O
F E
N G
IN
E E
S -F
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
IV
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W A
L L D
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O L
IT
IO
N S
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T
IO
N S
L O
C K
A
U X
IL
IA
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SF103
EL. 463.5 TO EL. 438.5
"2 114'-10
8'-0"
EL. 471.5 TO EL. 465.5
8'-0"
"2 114'-10
EL. 449.0 TO EL. 454.5
EL. VARIES FROM
EL. 436.5 TO EL. 440.5
EL. VARIES FROM
C1
SECTION
C3
SECTION
B2
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
EL. 470.5
EL. 438.5
EL. 471.5
LOCKWALL
TOP OF
S T
A .0
A
C H
E C
K P
O S
T C /L
C /L C /L
0 2' 4' 8'SCALE : 1/4"=1'-0"0 2' 4' 8'SCALE : 1/4"=1'-0"
EL. 471.5
LOCKWALL
TOP OF
ARMOR (TYP)
GRIND EXISTING
S T
A .0
A
M O
N O
L
IT
H J
O
IN
T
C /L
NO WORK REQUIRED
GATE MACHINERY
EXISTING MITER
NEW BULKHEAD RECESS
NEW LADDER
FLOW
MONOLITH 27
MONOLITH 27
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
FLOW
NEW LADDER
NEW BULKHEAD RECESS
MONOLITH 7
MONOLITH 7
EL. 438.5
EL. 470.5
S T
A .5
A
R E
C E
S S
M
IT
E R G
A T
E
S T
A .2
A
R E
C E
S S
M
IT
E R G
A T
E
CHECKPOST
EXISTING
SF151
C3
SF152
C3
SF151
C1
SF151
A1
SF152
C1
SF152
A1
ARMOR (TYP)
GRIND EXISTING
R E
C E
S S
N E
W B
U L
K H
E A
D
N E
W L
A D
D E
R C /L
C /L
N E
W L
A D
D E
R
B U
L K
H E
A D R
E C
E S
S
N E
W
M O
N O
L
IT
H J
O
IN
T
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE
SEE ELECTRICAL DRAWINGS
ELECTRICAL CONDUIT
EXISTING EMBEDDED
ELECTRICAL DRAWINGS
MANHOLE. SEE
EXISTING ELECTRICAL
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
R -A
P P
W P
L T
D
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C K I S
L A
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IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
S -F
X X
X .d g n
C H J
B
S
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W N
J C
Q
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W W
O R
K P
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N D E
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V A
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N S
L O
C K
A
U X
IL
IA
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
SF150
SF800-D1
CORNER ARMOR
NEW HORIZONTAL
SF801-C1
NEW CORNER CAP
SF801-C3
CORNER ARMOR
NEW VERTICAL
SF801-C1
NEW CORNER CAP
SF801-A1
NEW CORNER CAP
SF802-C4
CORNER ARMOR
NEW VERTICAL
SF801-C1
NEW CORNER CAP
SF802-C4
CORNER ARMOR
NEW VERTICAL
SF801-C3
CORNER ARMOR
NEW VERTICAL
SF801-A1
NEW CORNER CAP
SF801-A4
NEW CORNER CAP
SF801-C1
NEW CORNER CAP
SF800-D1
CORNER ARMOR
NEW HORIZONTAL
S
T A .0
A
C H
E C
K P
O S
T
DRAWINGS
SEE ELECTRICAL
DUCTBANK
ELECTRICAL
EMBEDDED
EXISTING
TYP.
HOOK
REINSTALL MOORING
REINSTALL MOORING HOOK
C/L
LADDER
EYES, MK SF875-A4
INSTALL NEW JIB CRANE PAD
CHECKPOST
EXISTING
JIB CRANE ON I-WALL
INSTALL EXISTING
C1
PLAN - INTERMEDIATE WALL
C3
PLAN - RIVERWALL
A3
ELEVATION - RIVERWALL
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
#6 @ 12"2
BULKHEAD RECESS
4'-1"
1'-0"1'-0"
R E
C E
S S
B U
L K
H E
A D
PLACEMENT
SILL CONCRETE
LOCKWALL
FACE OF
EL. 436.5
EL. 449.0 TO
FILLING CULVERT
4 SP @ 1'-0" 2'-6" 3'-6" 2 SP @
1'-0"
#6 @ 12
#6B @ 12 #6 @ 12
#6 @ 12
#6B @ 12
S T
A .2
A
M
IT
E R G
A T
E R
E C
E S
S
C /L
C /L
C /L
#6 @ 12 #6B @ 12
#6B @ 12
#6 @ 12
2'-10"
EL. 471.5
EL. 449.0
EL. 438.5
EL. 436.5
#6B ANCHORS
4'-1"
BULKHEAD RECESS
C/L BULKHEAD RECESS ASSEMBLY
PLACEMENT
SILL CONCRETE
#6B ANCHORS
LOCK LANDWALL
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"
PLACEMENT
WALL CONCRETE
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 438.5
S T
A .2
A
M
IT
E R G
A T
E R
E C
E S
S
CULVERT
EXISTING FILLING
PLACEMENT
WALL CONCRETE
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
B3
A3
VARIES
B U
L K
H E
A D R
E C
E S
S
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
L A
D D
E R
B U
L K
H E
A D R
E C
E S
S
7 SPACES @ 1'-0"
#6B @ 12 VERT.
#6B @ 12 VERT.
TOP OF WALL
CONDUIT AT 1'-9" BELOW
BLOCK OUT CENTERED ON
IN CONCRETE FOR CONDUIT.
18"x12"x4'-0" BLOCK OUT
DRAWINGS
SEE ELECTRICAL
ELECTRICAL CONDUIT
EXISTING EMBEDDED
DRAWINGS
SEE ELECTRICAL
ELECTRICAL CONDUIT
NEW EMBEDDED
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
:2
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
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -F
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
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C K
A
U X
IL
IA
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SF151
LAYOUT AND SIZE
1. SEE SF153 FOR ANCHOR
NOTES:
LAYOUT AND SIZE
1. SEE SF153 FOR ANCHOR
NOTES:
"2 114'-10
"2 114'-10
8'-8"
8'-8"
1'-0"
C L
I- W
A L L N
E W W
O R
K S
E C
T
IO
N S
C1
SECTION
C3
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
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 @ 12"2
BULKHEAD RECESS
4'-1"
1'-0"1'-0"
R E
C E
S S
B U
L K
H E
A D
PLACEMENT
SILL CONCRETE
LOCKWALL
FACE OF
C /L
C /L
2'-10"
EL. 471.5
EL. 449.0
EL. 435.0
EL. 436.5
#6B ANCHORS
CULVERT
EXISTING FILLING
PLACEMENT
WALL CONCRETE
4'-0"
EL. 457.5 TO EL. 470.0
FILLING CULVERT
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 -F
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
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -F
X X
X .d g n
B M
A
K
K
S
H O
W N
G L
W
F
E R
W A
L L N
E W W
O R
K S
E C
T
IO
N S
L O
C K
A
U X
IL
IA
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SF152
BOTH SIDES OF PLATE.
2 FEET IN DIFFERENTIAL, ON
LIFTS, NOT TO EXCEED
SHALL BE PLACED IN EQUAL
MONOLITH JOINT. CONCRETE
PLATE WILL ACT AS NEW
2. BULKHEAD RECESS END
LAYOUT AND SIZE.
1. SEE SF153 FOR ANCHOR
NOTES:
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
A3
0 1' 2' 4'SCALE : 1/2"=1'-0"
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
LOCKWALL
#6B ANCHORS
C/L BULKHEAD RECESS ASSEMBLY
C L
BULKHEAD RECESS
4'-1"
B3
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
PLACEMENT
SILL CONCRETE
EL. 526.0
BOTH SIDES OF PLATE.
2 FEET IN DIFFERENTIAL, ON
LIFTS, NOT TO EXCEED
SHALL BE PLACED IN EQUAL
MONOLITH JOINT. CONCRETE
PLATE WILL ACT AS NEW
2. BULKHEAD RECESS END
LAYOUT AND SIZE.
1. SEE SF153 FOR ANCHOR
NOTES:
2 SP @
1'-0"
3'-6" 4 SP @ 1'-0"2'-6"
#6 @ 12
#6B @ 12
#6B @ 12 #6 @ 12
#6 @ 12
"2 15'-5 8'-0"
"2 114'-10
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
"2 114'-10
"2 16'-10 8'-0"
S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
S T
A .5
A
B U
L K
H E
A D R
E C
E S
S
S T
A .9
A
L A
D D
E R
S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
S T
A .5
A
B U
L K
H E
A D R
E C
E S
S
1'-0"
4 SP @ 1'-0"2'-6"2 SP @ 3'-6"
#6 @ 12
#6B @ 12
VERT.
#6B @ 12
#6 @ 12
#6B @ 12
BLOCKOUT
BELOW
ABOVE AND
3-#6B @ 12
TOP OF WALL
CONDUIT AT 1'-9" BELOW
BLOCK OUT CENTERED ON
IN CONCRETE FOR CONDUIT.
18"x12"x4'-0" BLOCK OUT
C1
SECTION
C3
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
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
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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
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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
T
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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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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
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C O
N T
R A
C T N
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D A
T E
A P
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®of Engineers
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US Army Corps
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0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 471.5
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EXISTINGNEW
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JOINT SEALANT
NEW CONCRETEEXISTING CONCRETE
"4
JOINT SEALANT
NEW CONCRETEEXISTING CONCRETE
JOINT SEALANT
JOINT
AND CONSTRUCTION JOINTS
" FOR CONTRACTION4
" FOR EXPANSION JOINTS2
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALESCALE : NO SCALE
"2
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BACKER ROD OR EXPANSION
EMBED IN EPOXY GROUT
EMBED IN EPOXY GROUT
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FITTINGS (TYP)
CAST ALUMINUM
FITTINGS (TYP)
CAST ALUMINUM
SAFETY DEVICES
EXISTING LADDER
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EXISTING LADDER RAIL FOR LADDER ACCESS
INSTALL NEW CUSTOM REMOVABLE
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HANDRAIL
EXISTING
MATCH EXISTING.
2. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANRAIL HEIGHT SHALL
LAYOUT BY ACTUAL FIELD MEASUREMENTS AND SUBMIT FOR APPROVAL.
OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL DETERMINE HANDRAIL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL IDEA
NOTES:
6'-6"5'-9"
EXTENSIONS
PROVIDE RAIL
EXTENSIONS
PROVIDE RAIL
C1
INTERMEDIATE WALL HANDRAIL - PLAN
A1
INTERMEDIATE WALL HANDRAIL - ELEVATION
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MATCH EXISTING.
3. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
NEW ANCHORS.
RAIL FITTINGS, AND 20 LF OF 2" ALUMINUM PIPE. HANDRAIL TO BE INSTALLED WITH
WILL REQUIRE TWO NEW BASE FLANGES, TWO CENTER RAIL CROSSES, TWO TOP
TO RECONFIGURE HANDRAIL. CONTRACTOR SHALL ASSUME RECONFIGURATION
2. CONTRACTOR SHALL USE EXISTING HANDRAIL AND FITTINGS ON THE RIVERWALL
LAYOUT BY ACTUAL FIELD MEASUREMENTS AND SUBMIT FOR APPROVAL.
OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL DETERMINE HANDRAIL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL IDEA
NOTES:
C1
RIVERWALL HANDRAIL - PLAN
A1
RIVERWALL HANDRAIL - ELEVATION
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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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
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6'-0" (MAX)
TOP OF LOCK WALL
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
(F
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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
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SLIDES INTO HANDRAIL
" LONG8
7GALVAINED PIPE x 11
" DIA X-STRONG2
SLIDING PAST FITTING
PREVENTS PIPE FROM
" DIA ROUND STOCK8
1"
SLIDE RAIL TO LOCK INTO
NOTCH PIPE TO ALLOW
2" DIA. X-STRONG PIPE.
1"
OF FITTING
CENTERLINE
EXTENSION TO
EXTEND 2" PIPE
OPEN POSITION
CLOSED POSITION
2"
TOP OF LOCK WALL
SCALE : NO SCALE
" (TYP.)2
EXISTING HANDRAILNEW HANDRAIL
EXTENSIONS
RAIL
D1
TYPICAL HANDRAIL ELEVATION/SECTION
D3
TYPICAL HANDRAIL SLIP-ON CONNECTION DETAILS
B3
TYPICAL LADDER ACCESS RAIL DETAILS
B1
HANDRAIL EXTENSION
A1
TYPICAL HANDRAIL BASE DETAILS
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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" PL4
AT ASSEMBLY WITH GRATING
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
SCALE : NO SCALE
HP 14 x 73
EL. 471.5
HP 14 x 73
TOP OF
1L2 x 2 x
" PLATE4
"2 12'-3
2'1'0SCALE : 1"=1'-0"
PLACEMENT.
7. CONTRACTOR MAY STITCH WELD THIS JOINT FOR INSTALLATION AND SAWCUT AFTER CONCRETE
BULKHEADS AND THE INSIDE WALL OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
" GAP BETWEEN THE ENDS OF THE2
16. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
15. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE ANOTHER MORE THAN
" IN 10'-0".16
14. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
CROSS BARS @ 4" O.C. GALVANIZED STEEL AFTER FABRICATION.
" O.C.16 3" x 3" @ 14
13. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING BARS 1
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE INSTALLATION.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF BULKHEADS.
2'1'0SCALE : 1"=1'-0"
1'-6"
1L2 x 2 x
" PLATE4
"2 12'-3
2'1'0SCALE : 1"=1'-0"
5'-6"
4'-4"
" BAR4
1" x 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
NOTE: GRATING AND BANDING TO BE GALVANIZED
GRATING SPAN
" C.C.16
3BAR @ 1
" BEARING4
1" x 4
C R
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5L7 x 4 x
4'-5"
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EL. 471.5
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
1'-0"
TYP
T Y
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"* 1' -6
1'-6"
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2"
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SEE NOTE 7
(FULL LENGTH)
BETWEEN ARMOR
PROVIDE JOINT
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W5 x 16
HP 14 x 73
2-6
TYP.
R
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TYP EA.
2-6
2-6
TYP.
2-6
2'1'0SCALE : 1"=1'-0"
GENERAL NOTES
MAKE 1 OPPOSITE HAND
MAKE 1 AS SHOWN
6"
" 6
1 x 2
1L2 x 1
CUT TO
1L2 x 2 x
SF501
D3SF501
D3
B1
D4
B4
SF501
D1
A1
7" ANGLE LEG
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BEAM
1WELD TO L2 x 1
" END PLATE4
1 x 2
1L2 x 1
CUT TO
1L2 x 2 x x 2 TYP8
ANCHOR BAR
WELDED STUDS
" DIA. x 84 x 2 TYP8
ANCHOR BAR
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1 x 2
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0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
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1 x 2
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3"
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1" x 62
1PLATE
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1" x 62
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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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EXISTING ARMOR
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
SHEET NOTES
0 3" 6" 9" 12"SCALE : 3"=1'-0"
6"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
8"
8"
3" R
" DIA. x 8" STUD4
2" WIDE ANCHOR BAR
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
ANCHOR BARS @ 12" C.C. - STAGGERED9"9"
MAX.
STUDS @ 12" C.C. - STAGGERED 9" 9"
MAX.
ELEVATION
THIS CONTRACT
FOR ALL ARMOR INSTALLED UNDER
ARMOR CONNECTIONS ARE TYPICAL
NOTE:TYPTYP
G G
G
GG
G
EXISTING WALL ARMOR EXISTING WALL ARMOR
NEW HORIZONTAL CORNER ARMOR EXISTING CORNER ARMORNEW HORIZONTAL CORNER ARMOREXISTING CORNER ARMOR
2'1'0SCALE : 1"=1'-0"
CAPS FOR THE OPPOSITE WALL SHALL BE OPPOSITE HAND.
THE INTERMEDIATE WALL OR THE RIVER WALL. CORNER
9. CORNER CAPS ARE SHOWN IN THE ORIENTATION OF EITHER
PROFILE ON DETAIL.
8. GRINDING PROFILE OF EXISTING ARMOR SHALL MATCH
WHERE REQUIRED.
7. THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS
STRAP ANCHORS.
" FILLET WELDS FOR4
1 THE PROTECTION ARMOR. USE
6. ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO
SMOOTH) TO VERTICAL AND HORIZONTAL ARMOR.
5. CORNER CAPS SHALL BE GROOVE WELDED (AND GROUND
FROM 3/4" THICK ASTM A36.
4. UNLESS OTHERWISE SHOWN ARMOR SHALL BE FABRICATED
VERTICAL ARMOR AND AT FREE ENDS.
3. ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT
ALONG ITS LENGTH AND WIDTH.
INCH4
1 AND DOES NOT DEVIATE IN ANY PLANE MORE THAN
2. ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT
AFTER FABRICATION MAY BE REQUIRED.
1. ARMOR SHALL BE TRUE AND STRAIGHT. STRAIGHTENING
GENERAL ARMOR NOTES (APPLIES TO ALL ARMOR):
ARMOR
CORNER
VERTICAL
NEW
A3
ARMOR (TYP.)
NEW BULKHEAD SLOT
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US Army Corps of Engineers
US Army Corps
P R
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2'-0"
1'-0"8"
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9"
ANCHOR STUD
" DIA. x 8"4
ELEVATION SIDE VIEW
ELEVATION
8"
"4
R
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8"
3"
R
0 3" 6" 9" 12"SCALE : 3"=1'-0"
8"
8"
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3"
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R
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SF801-C1 CORNER CAP DETAIL
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SF801-C3 VERTICAL ARMOR DETAIL
A4
SF801-A4 CORNER CAP DETAIL
A3
SECTIONSF801-A1 BULKHEAD RECESS CORNER CAP DETAIL
A1
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A4
A
B
D
ELEVATIONSECTION A
SECTION B
"2 11'-7
1'-6"
11"
"4 3 "4
"4
TYP
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PLUG END
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MIN.
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SECTION D
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STUD ANCHOR
" DIA X 8"4
STUD ANCHOR
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8"
2"
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3 "R
TYP
(NOT TO SCALE)
M A
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"2 11'-18"
S T
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S T
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H O
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8" "2 11'-1
STRAP ANCHOR
x2x1'-0"8
R 3
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SEE DETAIL A4
COUPLING NUT,
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
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A4
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LADDER ARMOR DETAILS
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US Army Corps
P R
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"2 1x 8" x 0'-2
" x 4"2
1BRACKET , L
" BAR2
1" x 22
1RAIL -
" (TYP)4
1R 1
EL. 471.5
TOP OF WALL
C/L RAIL
" BAR2
1x 2
"2
1RAIL -
SCALE : NO SCALE
"2
" DIA.16
SCALE : NO SCALE
SCALE : NO SCALE
HOLE
" DIA.16
1TYP. 1
2'1'0SCALE : 1"=1'-0"
1'-5"
S
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S
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D3
B3
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1L
BRACKET,
"2 1x 8" x 0'-2
" x 4"2
1BRACKET, L
TOTAL OF 2 LADDERS (LENGTHS AS SHOWN).
5. THERE IS 1 LADDER REQUIRED FOR EACH WALL FOR A
DIMENSIONS BASED ON FIELD ELEVATIONS.
AND THE CONTRACTOR SHALL DETERMINE ACTUAL LADDER
4. DIMENSIONS SHOWN ON LADDER ELEVATION ARE NOMINAL
" GAP IS REQUIRED BETWEEN LADDER SECTIONS.2
13. A
ACCORDANCE WITH SPECIFICATIONS.
2. ALL STEEL SHALL BE PAINTED AFTER FABRICATION IN
".4
11. ALL FILLET WELDS SHALL BE
" BAR2
1" x 22
1RAIL -
"4
LADDER RUNG
"2 11" x 17
LADDER RUNG
"2 11" x 17
ROUND BAR
"2 1RUNG - 1" x 17
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EL. 471.5
TOP OF WALL
S
P A
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LADDER NOTES
S
P A
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S
SCALE : NO SCALE
"2
"4
" Ø4
MATERIAL: ASTM A36
QUANTITY: 2
ARMOR EL. 450.0
BOTTOM CORNER
A1
LADDER ELEVATION
D3
DETAIL
C3
DETAIL
B3
DETAIL
A4
JIB CRANE PAD EYE
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US Army Corps
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0 4' 16'8'SCALE : 1/8"=1'-0"
STA. 687.0A
MONOLITH JOINT
STA. 660.5A
C/L EXISTING LADDER
C/L
PINTLE STA. 590.0A
STA. 679.0A
MONOLITH JOINT
STA. 706.0A
MONOLITH JOINT
CHAMBER
MAIN LOCK
CHAMBER HANDRAIL
MAIN LOCK
AND NEW LADDER
NEW BULKHEAD RECESS
CONCRETE WORK FOR
APPROX. AREA OF
(NON-OPERATIONAL)
MITER GATES
EXISTING AUXILIARY
INTERMEDIATE WALL (I-WALL) RIVER WALL (R-WALL)
C/L AUXILIARY LOCK CHAMBER
AND NEW LADDER
NEW BULKHEAD RECESS
CONCRETE WORK FOR
APPROX. AREA OF
(SEE REFERENCE DRAWINGS)
EXISTING ELECTRICAL DUCT BANK
N
2 - 2" CONDUITS L43
C4T
P41
P42
C4H C4I C4L
CDI
P45
C4A C4B C4C C4D
C4F
L43
EC
1 - 2" CONDUIT
1 - 2" CONDUIT
CD
P47
1 - 2" CONDUIT EC
3 - 2" CONDUITS
DRAWINGS)
BANK (SEE REFERENCE
EXISTING ELECTRICAL DUCT
EC
C4T
P41 P42
C4H C4I C4L
CDI
P45
C4A C4B C4C C4D
C4F
CD
P47
L40
F L
O W
ANCHOR.
STA. 662.0A. PROTECT POLE
SHROUD "F3" LOCATED AT
LIGHT POLE AND BASE
REMOVE AND RE-INSTALL
BANKS AND CONDUITS AND RECONNECTED.
REMOVED AND THE STORED LOCK CABLES SHALL BE REINSTALLED IN THE DUCT
AFTER COMPLETION OF CONSTRUCTION, ALL TEMPORARY CABLES SHALL BE
FACILITATE CONSTRUCTION AND INSTALLATION OF THE BULKHEAD RECESSES.
DUCT BANK AND CONDUITS SHALL BE REPAIRED AND RELOCATED AS REQUIRED TO
AREA TO MAINTAIN POWER TO NECESSARY LOCK CONTROLS AND CRITICAL LOADS.
TEMPORARY CABLES SHALL BE INSTALLED AND ROUTED CLEAR OF CONSTRUCTION
TIMES AND TEMPORARILY STORED IN ADJACENT MANHOLES AS MUCH AS POSSIBLE.
CONCRETE WILL BE REMOVED. PERMANENT CABLES SHALL BE PROTECTED AT ALL
ELECTRICAL CABLES FROM DUCT BANK AND CONDUITS IN THE AREAS WHERE
CONDUITS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL REMOVE ALL
CONTRACTOR SHALL LOCATE AND MARK EXISTING DUCT BANK AND EMBEDDED
ELECTRICAL SCOPE OF WORK:
STA.662.0A. PROTECT POLE ANCHOR.
AND BASE SHROUD "F1" LOCATED AT
REMOVE AND RE-INSTALL LIGHT POLE
DRAWINGS)
CONDUIT DUCTS (SEE REFERENCE
EXISTING EMBEDDED ELECTRICAL
E-F003.
CONDUIT LOCATIONS NOTES ON SHEET
SEE DUCT BANK AND EMBEDDED
CONDUIT PRIOR TO PULLING CABLES.
MARK DUCT BANK AND EMBEDDED
CONTRACTOR SHALL LOCATE AND
EC1 - 2" CONDUIT
P48
L4A L42
P48
L45
1 - 2" CONDUIT
L4A
P48
EC
L80
SEE DETAILED SEQUENCE OF WORK AND GENERAL NOTES ON SHEETS EF002 AND EF003.4.
LIGHT POLE AT STA.662.0A IN THE AREAS OF CONSTRUCTION.
REMOVE BOTH INTERMEDIATE WALL (I-WALL) F3 LIGHT POLE AT STA.662.0A AND RIVER WALL F1 3.
BE REROUTED WHILE LOCK IS OPEN.
FIRST (HIGH PRIORITY) DURING SCHEDULED 12 HOUR LOCK CLOSURE. THE REMAINING CABLES CAN
CONSTRUCTION AREA WITH TEMPORARY CABLES. REROUTE CABLES FOR MITER GATE OPERATION
REMOVE ALL IDENTIFIED EXISTING CABLES FROM DUCT BANKS AND REROUTE OUTSIDE OF 2.
LOCATE AND MARK DUCT BANK AND SINGLE CONDUITS LOCATIONS IN AREA OF CONSTRUCTION.1.
PRE-CONSTRUCTION NOTES:
SEE DETAILED SEQUENCE OF WORK AND GENERAL NOTES ON SHEETS EF002 AND EF003.6.
REINSTALL LIGHT POLES REMOVED DURING PRE-CONSTRUCTION.5.
WHILE LOCK IS OPEN.
DURING SCHEDULED 12 HOUR LOCK CLOSURE. THE REMAINING CABLES CAN BE RE-TERMINATED
CONSTRUCTION. RE-TERMINATE CABLES FOR MITER GATE OPERATION FIRST (HIGH PRIORITY)
REMOVE ALL TEMPORARY CABLES AND RE-TERMINATE EXISTING CABLES REMOVED PRIOR TO 4.
CLEAN DUCT BANK DUCTS WHERE CABLES WERE REMOVED.3.
DAMAGED DUE TO CONCRETE REMOVAL DURING CONSTRUCTION. SEE SHEET EF005.
REPLACE DUCT BANK OR EMBEDDED CONDUIT IN AREA WHERE DUCT BANK WAS REMOVED OR 2.
REMOVAL. SEE DUCT BANK REPAIR DETAILS ON SHEET EF005.
RELOCATE AND RECONSTRUCT DUCT BANK AND EMBEDDED CONDUIT IN AREA OF CONCRETE 1.
POST-CONSTRUCTION NOTES:
A1
L/D 22 - UPSTREAM AUXILIARY LOCK BULKHEAD RECESSES ELECTRICAL PLAN
DB-V (SEE REFERENCE DRAWINGS)
EXISTING ELECTRICAL DUCT BANK
PLUG CONDUIT OPENING IN MANHOLE WITH NON-SHRINK GROUT.
PLUG WITH NON-SHRINK GROUT. LOCATE OTHER END OF CONDUIT IN MANHOLE C6. DAM AND
VERIFY CONDUIT IS EMPTY OF CABLES. CUT CONDUIT FLUSH WITH LOCK WALL SURFACE AND 1.
KEY NOTES:
CONTROL STAND
TO MANHOLE MH-C4 AND
EXISTING MANHOLE MH-C6
GND
GND
GROUT.
CONDUIT IN MH-C6 WITH
WITH GROUT. PLUG
LOCK WALL AND PLUG
FLUSH WITH TOP OF
JIB CRANE. CUT CONDUIT
CONDUIT ADJACENT TO
ABANDON STUBBED UP
NO. 4 MACHINERY
MAIN LOCK MITER GATE
LOCATION
EXISTING JIB CRANE
SHEET EF002.
LOCATION NOTES ON
EMBEDDED CONDUIT
SEE DUCT BANK AND
PRIOR TO PULLING CABLES.
EMBEDDED CONDUITS
LOCATE DUCT BANK AND
CONTRACTOR SHALL
1 - 1" CONDUIT ON WALL FACE
EXISTING LIGHT FIXTURES
WALL FACE.
LIGHT FIXTURE CONDUIT ON
AND RECONNECTED TO EXISTING
OUT THROUGH FINISHED WALL
CONDUIT SHALL BE STUBBED
4.2. KEEPING MANHOLES PUMPED OUT AND DRY AND PERHAPS HEATED.
DURING WARM WEATHER WHEN ICE CANNOT FORM.
4.1. SCHEDULE WORK SO THAT PERMANENT CABLES ARE REMOVED AND RE-INSTALLED
ACTIONS MAY BE:
EXAMPLES OF AVOIDING FROZEN DUCTS AND MANHOLES AND TAKING PREVENTATIVE
THAT ICE FORMATION DOES NOT OCCUR AND CABLES DO NOT BECOME FROZEN IN PLACE.
OF THE YEAR. THE CONTRACTOR IS ENCOURAGED TO TAKE PREVENTATIVE ACTION SO
THAT ARE REQUIRED TO BE REMOVED MAY BE FROZEN WITH ICE DURING CERTAIN TIMES
CONTRACTOR SHALL CONSIDER THAT THE DUCTS AND CONDUITS WHICH CONTAIN CABLES
TO CONTAIN GENERAL DIRT AND DEBRIS, ABANDONED PULL WIRES, AND ICE. THE
EXISTING DUCT BANK DUCTS, EMBEDDED CONDUITS, AND MANHOLES HAVE BEEN KNOWN 4.
CONSTRUCTION.
AND TEMPORARY CABLING OR ARE NOT REQUIRED TO BE RE-CONNECTED AT ALL DURING
LOW PRIORITY CABLES ARE THOSE CABLES THAT DO NOT REQUIRE IMMEDIATE REMOVAL 3.
PRIORITY" LOADS AS SOON AS POSSIBLE.
TEMPORARY FIRST (AND VICE VERSA). POWER MUST BE RESTORED TO THESE "HIGH
HIGH PRIORITY CABLES ARE THOSE CABLES THAT SHALL BE REMOVED AND INSTALLED AS 2.
EMPTY CONDUITS.
EXPOSED OUT OF CONCRETE). INSTALL 2 INCH RGS COUPLING AND PLUG TO SEAL ENDS OF
THREADED 2 INCH RGS CONDUIT TERMINATED ENDS NOT LESS THAN 2 INCH (I.E. 2 INCH
REQUIRED TO FACILITATE CONCRETE DEMOLITION. REPAIR EACH CONDUIT AND EXTEND
"EC" MEANS "EMPTY CONDUIT". THESE 2 INCH RGS EMPTY CONDUITS SHALL BE CUT OFF AS 1.
GENERAL NOTES:
1 - 2" CONDUITL82
EXISTING MANHOLE MH-C8
CAP WITH PIPE CAP
CONCRETE AND
OF FINISHED
EXTEND "EC" OUT
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OUT AWAY FROM MANHOLE MH-C6 OR MH-C8.
CABLE(S) (IN MANHOLE MH-C6 OR MH-C8). PULL TEMPORARY CABLE
DISASSEMBLE SPLICE BETWEEN EXISTING CABLE(S) AND TEMPORARY 14.
POUND SINGLE AXLE LOAD.
WITHSTAND NOT LESS THAN 2000 POUND TOTAL LOAD OR 1000
TEMPORARY CABLE PATHWAY BRIDGES SHALL BE ABLE TO
TRAVERSE THEM WITHOUT GETTING IMPEDED ("HUNG UP").
PROPER RAMP PITCH TO ALLOW EXISTING LOCK CUSHMAN CARTS TO
CABLES. TEMPORARY CABLE PATHWAY BRIDGE SHALL BE WITH
RAMPED PROTECTIVE BRIDGE TYPE CROSSING INSTALLED ACROSS
ANOTHER ELEVATION IF APPROVED OR SHALL BE A TEMPORARY
SHALL BE EITHER OVERHEAD TYPE AT NOT LESS THAN 8 FEET OR AT
ELECTRICAL CABLES. TEMPORARY PATHWAY CABLE CROSSINGS
70, AND IEEE/ANSI C2 FOR THE SAFE ROUTING OF TEMPORARY
PROVIDED AND INSTALLED IN ACCORDANCE WITH EM 385-1-1, NFPA
2,000 POUNDS. TEMPORARY PATHWAY CABLE CROSSINGS SHALL BE
CARTS. CUSHMAN TUG CARTS CAN HAVE A TOTAL MAXIMUM LOAD OF
PEDESTRIAN TRAFFIC AND FROM LOADED CUSHMAN TUG TYPE
THAT TEMPORARY CABLES ARE PHYSICALLY PROTECTED FROM BOTH
ROUTE TEMPORARY ELECTRICAL CABLES ACROSS PATHWAYS SO
INTO DUCT BANK DUCT AS REQUIRED. THE CONTRACTOR SHALL
INTO MANHOLE MH-C4, CONTROL STAND TERMINATIONS AND BACK
LOCK CHAMBER HANDRAIL, SECURING TO HANDRAIL POSTS, AND
TEMPORARY CABLE UPSTREAM, ON TOP OF LOCK WALL, ALONG MAIN
MH-C6 OR MH-C8 TO MAIN LOCK CHAMBER HANDRAIL. ROUTE
OR MH-C8. SURFACE ROUTE TEMPORARY CABLE OUT OF MANHOLE
SPLICE TEMPORARY CABLE TO EXISTING CABLE IN MANHOLE MH-C6 13.
ORIGINALLY REMOVED.
PERMANENT CABLES IN THE SAME DUCTS FROM WHICH THEY WERE
THE SAME DUCT FROM WHICH IT WAS REMOVED. RE-INSTALL ALL
NOTED AND RECORDED SO THAT EACH CABLE IS RE-INSTALLED IN
DEMOLISHING ANY CONCRETE. DUCTS AND CONDUITS SHALL BE
LOCATION OF EACH CABLE PRIOR TO REMOVING ANY CABLES OR
THE CONTRACTOR SHALL VERIFY DUCT AND EMBEDDED CONDUIT 12.
THE LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
ENTIRE CABLES CONTINUOUS LENGTH FROM THE CABLE SOURCE TO
IF A CABLE IS DAMAGED THE CONTRACTOR SHALL REPLACE THE
OTHER THAN SPECIFIED TO RESTORE ORIGINAL CABLE TAP SPLICES,
PERMANENT SPLICES IN EXISTING CABLE WILL NOT BE ALLOWED
INADEQUATE TO CUT OUT SPLICED CABLE AND RE-TERMINATE.
CONDUCTOR INSULATION. EXCESS CABLE SLACK MAY BE
A WAY AS TO PREVENT DAMAGE TO THE EXISTING CABLE AND
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED IN SUCH 11.
NON-TERMINATED CABLE.
INTRUSION. IT IS TO BE USED TO PROTECT THE END OF A
AND TO PROTECT THE CABLE AND CONDUCTOR ENDS FROM WATER
CONDUCTORS AND CABLE END TO INSULATE FROM ELECTRIC SHOCK
MATERIAL WHICH CAN BE PLACED OVER THE END OF THE BARE
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED SHRINK 10.
ENTIRETY FROM SOURCE TO LOAD AT THE CONTRACTORS EXPENSE.
ANY CABLES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN 9.
CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 8.
ON THE LOCK WALL.
ONLY THE TEMPORARY CABLES WILL BE ALLOWED TO BE EXPOSED
TEMPORARY CABLE SPLICES SHALL BE MADE IN THE MANHOLES AND
EXPOSED ON THE LOCK WALL OR SECURED TO THE HANDRAILS.
MANHOLES OR DUCT BANKS AND SHALL NOT BE BROUGHT OUT TO BE
EXISTING CABLES SHALL BE PROTECTED BY REMAINING IN THE 7.
MAINTAIN SYSTEM OPERABILITY
AND SHALL PROVIDE REPAIRS TO DAMAGED TEMPORARY WIRES TO
BREAKAGE. THE CONTRACTOR SHALL MAINTAIN TEMPORARY WIRES
WITHOUT THE ROPE DAMAGING THE CABLE INSULATION OR ROPE
ENOUGH TO SUPPORT THE PHYSICAL LOADS PLACED ON THE ROPE
TRAFFIC, SECURED TO HANDRAIL POSTS BY NYLON ROPE LARGE
ROUTED ALONG HANDRAIL, ADEQUATELY PROTECTED FROM ALL
TEMPORARY CABLES SHALL BE ROUTED ON TOP OF LOCK WALL 6.
IN DUCT BANKS.
CABLES AND DUCT CLEANING PRIOR TO RE-INSTALLATION OF CABLES
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF TEMPORARY 5.
SECTION 12.
REQUIREMENTS MANUAL EM 385-1-1 DATED NOVEMBER 30, 2015,
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT 4.
SUBSECTION J.
MANUAL EM 385-1-1 DATED NOVEMBER 30, 2015, SECTION 11,
IN ACCORDANCE WITH THE SAFETY AND HEALTH REQUIREMENTS
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN MANHOLES 3.
OUTAGES.
THE CONTRACTING OFFICER PRIOR TO ANY ELECTRICAL POWER
CONTRACTOR SHALL COORDINATE AND RECEIVE APPROVAL FROM 2.
DRAWINGS L&D 22, EL60 AND EL61, FOR EXISTING CABLE SIZES.
TOGETHER WITH CABLE TIES OR NYLON ROPE. SEE REFERENCE
THE CONDUCTORS OF EACH CABLE SHALL BE BUNDLED AND TIED
THE CONDUCTORS OF THE PERMANENT CABLE BEING SPLICED TO.
90 DEGREE COPPER. CONDUCTOR SIZE SHALL NOT BE LESS THAN
TEMPORARY CABLES SHALL BE SINGLE CONDUCTOR 600 VAC, THWN 1.
:GENERAL NOTES
AND OPERATING CORRECTLY.
CORRECTED UNTIL ALL SYSTEMS ARE PROVEN TO BE FULLY OPERATIONAL
ALL POWER, LIGHTING AND CONTROL SYSTEMS SHALL BE TESTED AND 10.
FULLY OPERATIONAL AND PROPER PHASE ROTATION HAS BEEN MAINTAINED.
CONTROL CABLES. VERIFY THE MITER GATE EQUIPMENT AND JIB CRANE ARE
I-WALL MITER GATE MACHINERY, JIB CRANE POWER RECEPTACLES, AND
COORDINATE WITH COR TO HAVE LOCK PERSONNEL TURN ON POWER TO 9.
PROCEDURES OF GENERAL NOTE 13.
GROUNDS, AND INSTALL TEMPORARY CABLES AS REQUIRED FOLLOWING THE
DUTY. DE-ENERGIZE ANY POWER TO CABLES, PULL REMAINING CABLES OR
CABLES OR GROUNDS REMAINING, CONTACT COR TO ASSESS THE CIRCUIT
MH-C8 AND THE BASE OF LIGHT POLE F1 AT STA. 662.0A. IF THERE ARE ANY
FROM THE DUCT BANK AND EMBEDDED CONDUIT CONNECTING MANHOLE
CHECK THAT ALL CABLES AND GROUNDING CONDUCTORS ARE REMOVED 8.
NOTE 13 AND 16.
TO THE UPPER I-WALL CONTROL STAND TERMINAL BOARDS. SEE GENERAL
TABLE 2. A TEMPORARY CABLE SHALL CONNECT FROM EACH EXISTING CABLE
INSTALL TEMPORARY CABLES TO EACH OF THE EXISTING CABLES, LISTED IN 7.
TO MANHOLE MH-C6. COIL CABLE FOR STORAGE IN MH-C6.
STAND TERMINAL BOARD INTERCONNECTION DIAGRAM. PULL CABLES BACK
TERMINAL BOARDS. SEE REFERENCE DRAWING L&D 22, EL41, FOR CONTROL
DISCONNECT CABLES IN TABLE 2 FROM UPPER I-WALL CONTROL STAND 6.
OFF TO THESE CABLES. SEE GENERAL NOTE 4.
UPPER I-WALL CONTROL CABLES LISTED IN TABLE 2. CONFIRM THAT POWER IS
COORDINATE WITH COR TO HAVE LOCK PERSONNEL TURN OFF POWER TO 5.
OBSERVING CORRECT PHASE ROTATION. SEE GENERAL NOTES 13 AND 18.
GATE MACHINERY AND JIB CRANE POWER RECEPTACLE. MAKE TERMINATION,
CABLES SHALL CONNECT FROM EXISTING CABLE TO THE UPPER I-WALL MITER
INSTALL TEMPORARY CABLE TO EXISTING CABLES IN TABLE 1. TEMPORARY 4.
CABLE FOR STORAGE IN MH-C6.
POWER RECEPTACLES AND PULL CABLE BACK TO MANHOLE MH-C6. COIL
DISCONNECT THE CABLES LISTED IN TABLE 1 FROM THEIR ASSOCIATED 3.
ASSOCIATED CABLES. SEE GENERAL NOTE 4.
LISTED IN TABLE…
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