A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_16_Aux_-_OPTION_B.pdf
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- LD 15, 16, 18, 22 Bulkhead Recesses
- Solicitation number
- W912EK-16-R-0006
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UPSTREAM AUXILIARY LOCK
LOCK 16
OPTION B
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RIVER WALL
MAIN
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MOORING AREA
CONTRACTOR
NSCALE : NO SCALE
FLOW
MIS
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PI R
IVER
SHEET NOTES
OPERATIONS.
DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
CONTRACTOR MAY UTILIZE THE LOCK CHAMBER AND
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE
EQUIPMENT ADHERING TO NORMAL QUEUE
LOCK CLOSURE PERIOD (EXCEPT FOR MOVEMENTS OF
CHAMBER OR DOWNSTREAM GUIDEWALL OUTSIDE OF THE
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
WORK AREA
PROJECT
STAGING AREA
CONTRACTOR
INTERMEDIATE WALL
A1
GENERAL PLAN
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STRUCTURAL NOTES
CLEARANCE DIAGRAM FOR BULKHEAD RECESS
REACTION ROLLER
BULKHEAD RECESS ASSEMBLY
GUIDE ROLLER
LOCK BULKHEAD
BEAM SIDE.
REACTION ROLLER
ROLLER AGAINST
WITH REACTION
" CLEARANCE2
BUFFER
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4-1" *
"8 52-9 *
-1
-0
4'202
SCALE: IN FEET
ACCUMULATIONS IN THESE AREAS, SEE SPECIFICATIONS FOR DETAILS.
CONCRETE CONDITIONS FOR SEALING COFFERDAM, AND SILT/DEBRIS
9. THE CONTRACTOR SHALL PERFORM AN INITIAL DIVE INSPECTION TO VERIFY
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SD001
BE AS DIRECTED BY C.O.R.
BE FIELD LOCATED TO EXISTING LOCK FEATURES. REINSTALLATION SHALL
11. ALL COMPONENTS WHICH ARE TO BE REMOVED AND REINSTALLED SHALL
ARMOR WITH A FILLET WELD ALL AROUND THE HOOK.
REMOVE AND REINSTALL THE MOORING HOOKS BY WELDING BACK TO THE
ON THE RIVER WALL, WELDED TO THE ARMOR. THE CONTRACTOR SHALL
10. THERE ARE TWO EXISTING MOORING HOOKS, ONE ON THE I-WALL AND ONE
ACCUMULATIONS IN THESE AREAS, SEE SPECIFICATIONS FOR DETAILS.
CONCRETE CONDITIONS FOR SEALING COFFERDAM, AND SILT/DEBRIS
9. THE CONTRACTOR SHALL PERFORM AN INITIAL DIVE INSPECTION TO VERIFY
WASHERS AND NUTS.
U-BOLTS WHICH WRAP AROUND THE LADDER RUNGS AND ASSOCIATED
" DIAMETER2
1 CONTRACTOR SHALL ASSUME HARDWARE CONSISTS OF FOUR
AND PROVIDE NEW STAINLESS STEEL HARDWARE TO REINSTALL THESE.
NEW LADDERS. CONTRACTOR SHALL DRILL FOUR NEW HOLES IN EACH DEVICE
THE CONTRACTOR SHALL REMOVE AND REINSTALL THESE DEVICES ON THE
THE EXISTING LADDERS ON BOTH THE INTERMEDIATE WALL AND RIVER WALL.
8. THERE ARE TWO EXISTING LADDER EXTENSION DEVICES ATTACHED TO
DRAWINGS FOR DETAILS.
REINFORCING IS NOT SHOWN ON REMOVAL DRAWINGS, SEE REFERENCE
7. REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE AND LOCATION.
AS SPECIFIED IN AWS D1.1.
6. WELD SIZES NOT CALLED OUT SHALL MEET MINIMUM REQUIREMENTS
THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL OF
" GAP2
1 5. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 MORE THAN
4. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE ANOTHER
IN 10'-0".
"16
1 3. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
AND FABRICATION OF MATERIAL.
SHOWN ON THE DRAWINGS PRIOR TO SHOP DRAWING PREPARATION
2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS
RESOLUTION IF ANY ALIGNMENT PROBLEMS ARE ENCOUNTERED.
CONTRACTOR SHALL REPORT THE FINDINGS, AND PROPOSED
EQUAL CLEARANCE ON EACH END OF THE BULKHEAD. THE
AND THE REACTION ROLLER BEAMS ARE IN ALIGNMENT WITH
CENTERLINES OF THE REACTION ROLLERS ON THE BULKHEAD
DIMENSIONS MAY HAVE TO BE ADJUSTED SO THAT THE
AT THE MIDPOINT OF THESE TWO ELEVATIONS. THE 2'-10"
WALL ELEVATION, (1) AT THE SILL ELEVATION, AND (1)
THE VERTICAL FACE OF THE WALL: (1) AT THE TOP OF
MEASUREMENTS SHALL BE TAKEN AT THREE LOCATIONS ALONG
THE 2'-10" AND 1'-2" DIMENSIONS SHOWN ON THE CLEARANCE DIAGRAM.
FACE TO FACE OF LOCKWALLS IN CONJUNCTION WITH MAINTAINING
FABRICATION, VERIFY THE 110'-0" DIMENSION BETWEEN
B. DURING THE DIVE INSPECTION BUT PRIOR TO EMBEDDED STEEL
FACE OF RECESS SHALL BE 115'-8".
LOCK MEASUREMENT FROM INSIDE FACES OF RECESS TO INSIDE
". FINAL4
1 THE BEARING SURFACES ARE MAINTAINED AT +
THE CLEARANCES SHOWN BETWEEN THE BULKHEADS AND
A. ALIGN VERTICAL SURFACES OF THE RECESSES SUCH THAT
NECESSARILY LIMITED TO THE FOLLOWING:
SUCH FIT. THESE PRECAUTIONS SHOULD INCLUDE, BUT ARE NOT
THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO ASSURE
CRITICAL FOR OPERATIONAL FIT OF THE BULKHEADS IN THE RECESSES.
1. THE DIMENSIONS ANNOTATED BY ASTERISK (*) ON THIS SHEET ARE
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STA. 670.0A
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STA. 670.0A
EXISTING CHECKPOST
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
FILLING CULVERT
EXISTING
ELECTRICAL DRAWINGS
DUCTBANK SEE
EXISTING ELECTRICAL
MANHOLE NO. C8
EXISTING EXISTING MANHOLE NO. C6
SEE ELECTRICAL DRAWINGS
ELECTRICAL DUCTBANK
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F L
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EL. 526.0
EL. 537.5
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EXISTING EMBEDDED
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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 -D
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
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
CONSTRUCTION OF LOCK 16 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
EL. 526.0
EL. 526.0
SD102
EL. 548.5 TO EL. 526.0
VARIES
FILLING CULVERT
EL. 554.0 TO EL. 548.5
EL. 554.0 TO EL. 548.5
THIS AREA IS FROM
CONCRETE REMOVAL IN
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
EL. 534.0 TO EL. 540.0
EL. VARIES FROM
EL. 522.0 TO EL. 526.0
EL. VARIES FROM
C1
SECTION
C3
SECTION
B3
SECTION
A1
SECTION
/0
/2
R
IV
E R W
A L L D
E M
O L
IT
IO
N S
E C
T
IO
N S
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
0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 522.0
EL. 534.5 TO
FILLING CULVERT
S T
A .5
A
E X
IS
T
IN
G 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
C /L
0 1' 2' 4'SCALE : 1/2"=1'-0"
4'-6"
90°
S T
A .0
A
E X
IS
T
IN
G G
A G
E
S T
A .5
A
E X
IS
T
IN
G 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
C /L
C /L
0 1' 2' 4'SCALE : 1/2"=1'-0"
VARIES
S
P A
C E
S
W A
L L A
R M
O R
R E
M O
V E E
X
IS
T
IN
G
4'-0"
EL. 534.5
FILLING CULVERT
EL. 526.0
2'-10"
B3
POIREE DAM FOUNDATION
TOP OF EXISTING CONCRETE
DASHED LINE INDICATES
RECESS ASSEMBLY
C/L BULKHEAD
4'-1"
0 1' 2' 4'SCALE : 1/2"=1'-0"
GENERAL NOTES
SEE NOTE 12'-5"
EL. 554.0
SEE ELECTRICAL SHEETS
ELECTRICAL DUCTBANK
EXISTING EMBEDDED
C
O N
C R
E T
E R
E M
O V
A L
L
IM
IT
O
F
"2 114'-10
"2 13'-4 3'-7" 7'-11"
"2 114'-10
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
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
BULKHEAD RECESS
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -D
X X
X .d g n
:5
:0
A
M
M V
R -A
P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -D
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
EL. 526.0
T
A .0
A
E X
IS
T
IN
G G
A G
E C /L
DIMENSION.
CONSTRUCTION OF LOCK 16 IN THE MID 1930's MAY HAVE AN AFFECT ON THIS
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
EL. 554.0 TO EL. 546.0
SD103
EL. 546.0 TO EL. 526.0
EL. 522.0
7'-11"3'-7""2 13'-4
EL. 546.0
C1
SECTION
C3
SECTION
B3
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
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" 0 2' 4' 8'SCALE : 1/4"=1'-0"
NEW LADDER
NEW BULKHEAD RECESS
FLOW
SD151
C3
SD151
A1
SD151
C1
SD152
A1
SD152
C1
SD152
C3
NEW BULKHEAD RECESS
NEW LADDER
EXISTING CHECKPOST
NO WORK REQUIRED
GATE MACHINERY
EXISTING MITER
ARMOR (TYP)
GRIND EXISTING
S T
A .9
L A
D D
E R
C /L
C /L
S T
A .5
A
R E
C E
S S
M
IT
E R G
A T
E
S T
A .9
A
N E
W L
A D
D E
R
S T
A .0
A
C H
E C
K P
O S
T C /L
C /L
C /L
ARMOR (TYP)
GRIND EXISTING
FLOW
MK SD801-A1
NEW CORNER CAP
EXISTING CHECKPOST
S T
A .0
A
C H
E C
K P
O S
T C /L
S T
A .5
A
R E
C E
S S
M
IT
E R G
A T
E
S T
A .5
A
R E
C E
S S
B U
L K
H E
A D
S T
A .0
A
J O
IN
T
M O
N O
L
IT
H
S T
A .5
A
R E
C E
S S
B U
L K
H E
A D
MK SD801-A1
NEW CORNER CAP
ELECTRICAL DRAWINGS
MANHOLE SEE
EXISTING ELECTRICAL
SEE ELECTRICAL DRAWINGS
ELECTRICAL DUCTBANK
EXISTING EMBEDDED
SEE ELECTRICAL DRAWINGS
EXISTING LIGHT POLE
DRAWINGS
SEE ELECTRICAL
ELECTRICAL DUCTBANK
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
R S -D
X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -D
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K P
L A
N S A
N D E
L E
V A
T
IO
N S
L O
C K
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
DRAWINGS
SEE ELECTRICAL
EXISTING LIGHT POLE
EL. 554.0
LOCKWALL
TOP OF
MONOLITH 7
EL. 554.0
LOCKWALL
TOP OF
MONOLITH 7
MONOLITH 29
MONOLITH 29
SD150
SD800-C1
CORNER ARMOR
NEW HORIZONTAL
SD801-B1
NEW CORNER CAP
SD801-B3
CORNER ARMOR
NEW VERTICAL
SD802-B4
CORNER ARMOR
NEW VERTICAL
SD801-B1
NEW CORNER CAP SD801-B1
CAP
NEW CORNER
SD801-B1
NEW CORNER CAP
SD800-C1
CORNER ARMOR
NEW HORIZONTAL
SD801-B3
CORNER ARMOR
NEW VERTICAL
SD802-B4
CORNER ARMOR
NEW VERTICAL
MOORING HOOK
REINSTALL
C1
PLAN - RIVERWALL
C3
PLAN - INTERMEDIATE WALL
A3
ELEVATION - INTERMEDIATE WALL
A1
ELEVATION - RIVERWALL
/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
0 1' 2' 4'SCALE : 1/2"=1'-0"
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 C /L
#6 @ 12 #6B @ 12 #6 @ 12
#6B @ 12
4 SP @ 1'-0" 2'-6" 3'-6" 2 SP @
#6 @ 12
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
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
C /L C /L
#6 @ 12
#6B @ 12
VERT.
#6B @ 12
#6 @ 12
#6B @ 12
4 SP @ 1'-0" 2'-6" 2 SP @3'-6"
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
A3
B3
BULKHEAD RECESS
4'-1"
1'-0"1'-0"
LOCK WALL
FACE OF
"2 16 #6 @ 12
PLACEMENT
WALL CONCRETE
R E
C E
S S
B U
L K
H E
A D
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
PLACEMENT
WALL CONCRETE
LOCKWALL
#6B ANCHORS
C/L BULKHEAD RECESS ASSEMBLY
BULKHEAD RECESS
4'-1"
C L
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
4'-0"
2'-10"
#6B ANCHORS
EL. 554.0
"2 15'-58'-0"
"2 114'-10
PLACEMENT
SILL CONCRETE
PLACEMENT
SILL CONCRETE
FILLING CULVERT
EXISTING
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'-108'-0"
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
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 -D
X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -D
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
IV
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
EL. 526.0
EL. VARIES
EMPTYING CULVERT
EL. 526.0
EL. 534.5
EL. 522.0
EL. 554.0 TO EL. 548.5
INSTALLED FROM
THIS ANCHOR NOT
LAYOUT AND SIZE
SEE SD153 FOR ANCHOR
NOTE:
LAYOUT AND SIZE
SEE SD153 FOR ANCHOR
NOTE:
SD151
1'-0"
BLOCKOUT
BELOW
ABOVE AND
3-#6B @ 12
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
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
0 1' 2' 4'SCALE : 1/2"=1'-0"
S T
A .5
A
B U
L K
H E
A D R
E C
E S
S
S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
C /L
#6 @ 12 #6B @ 12 #6 @ 12
#6B @ 12
#6 @ 12
1'-0"
3'-6"2 SP @ 4 SP @ 1'-0"2'-6"
0 1' 2' 4'SCALE : 1/2"=1'-0"
PLACEMENT
WALL CONCRETE
R E
C E
S S
B U
L K
H E
A D
LOCK WALL
FACE OF
#6 @ 12
BULKHEAD RECESS
4'-1"
1'-0"1'-0"
"2
A3
0 1' 2' 4'SCALE : 1/2"=1'-0"
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
LOCKWALL
#6B ANCHORS
PLACEMENT
WALL CONCRETE
C/L BULKHEAD RECESS ASSEMBLY
C L
BULKHEAD RECESS
4'-1"
#6B ANCHORS
2'-10"
4'-0"
VARIES
B3
0 1' 2' 4'SCALE : 1/2"=1'-0"
"2 15'-5• 7'-11"
#6 @ 12
#6B @ 12
#6B @ 12
#8 TYP
#6B @ 12 VERT.
#6B @ 12 VERT.
#6 @ 12
7 SP
1'-0
0 1' 2' 4'SCALE : 1/2"=1'-0"
S T
A .9
A
L A
D D
E R
C /L
S T
A .5
A
B U
L K
H E
A D R
E C
E S
S C /L S T
A .5
A
M
IT
E R G
A T
E R
E C
E S
S
15'-0"
EL. 526.0
EL. 554.0
FILLING CULVERT
EXISTING
PLACEMENT
SILL CONCRETE
PLACEMENT
SILL CONCRETE
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
"2 114'-10
8'-0""2 16'-10
C O
N C
R E
T E R
E M
O V
A L
L
IM
IT
O
F
ELECTRICAL DUCTBANK
EXISTING EMBEDDED
DUCTBANK
ELECTRICAL
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
R S -D
X X
X .d g n
:5
:1
A
M
M V
R -A
P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -D
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
I-
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
EL. VARIES
EL. 522.0
EL. 534.5 TO
EMPTYING CULVERT
EL. 526.0
LAYOUT AND SIZE
SEE SD153 FOR ANCHOR
NOTE:
EL. 554.0 TO EL. 546.0
LAYOUT AND SIZE
SEE SD153 FOR ANCHOR
NOTE:
EL. 546.0 TO EL. 526.0
SD152
EL. 546.0
TOP OF WALL.
CONDUIT AT 1'-9" BELOW
BLOCK OUT CENTERED ON
IN CONCRETE FOR CONDUIT.
18"x12"x4'-0" BLOCK OUT
12"
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
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" 0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 554.0
S
P A
C E
S
S
P A
C E
S
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B A
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B A
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B A
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B A
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H O
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P A
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B A
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CULVERT
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B A
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RIVERWALL ELEVATION - ANCHOR LAYOUT
A3
INTERMEDIATE WALL ELEVATION - ANCHOR LAYOUT
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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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SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE SCALE : NO SCALE SCALE : NO SCALE
NEW
CONCRETE
EXISTING
CONCRETE
EPOXY GROUT
EMBED IN
#6 BAR x 3'-0"
1'-6" MIN
NEW
CONCRETE
EXISTING
CONCRETE
EPOXY GROUT
EMBED IN
INSTALLATION)
(BEND PRIOR TO
STANDARD HOOK
#6, #8 BAR WITH
#6B,#8B ANCHOR -
1'-6" MIN
3'-0"
"4
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
JOINT MATERIAL
EXPANSION
PREMOLDED
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
"2
JOINT SEALANT
JOINT
MATERIAL
EXPANSION JOINT
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" FOR EXPANSION JOINTS2
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C1
JOINT DETAIL - NEW/EXISTING CONCRETE
C2
JOINT DETAIL AT EXPANSION/MONOLITH JOINT
C4
JOINT DETAIL
#6B & #8B ANCHOR DETAIL
B4
A2
#6 ANCHOR DETAIL
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
FITTINGS (TYP)
CAST ALUMINUM
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
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NEW GALVANIZED HANDRAIL WITH CAST ALUMINUM FITTINGS EXISTING HANDRAIL
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GALVANIZED PIPE (TYP)
NEW 2" DIA. X-STRONG
SD250
"8
3'-3
SAFETY DEVICES
REINSTALL EXISTING LADDER
RAIL FOR LADDER ACCESS
INSTALL NEW CUSTOM SLIDING
SEE DETAIL SD252
CLOSE GAP
EXTENSIONS TO
PROVIDE RAIL
DETAIL ON SD252
CLOSE GAP. SEE
EXTENSION TO
PROVIDE RAIL
E Q
U A
L E
Q U
A L
MATCH EXISTING.
3. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
WIRE ROPE FROM FAIRLEAD TO PASS OVER.
CONTINUOUS SECTION OF HANDRAIL BETWEEN WALL AND MITER GATE TO ALLOW
2. CONTRACTOR SHALL CUSTOM FABRICATE HANDRAIL SECTION WHICH PROVIDES
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
/0
/2
W E
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IL
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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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SCALE : 3/4"=1'-0" 0 1' 2' 3'
INTERMEDIATE WALL OPPOSITE HAND
GALVANIZED PIPE (TYP)
NEW 2" DIA. X-STRONG
FITTINGS (TYP)
CAST ALUMINUM
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
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MATCH EXISTING.
3. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
WIRE ROPE FROM FAIRLEAD TO PASS OVER.
CONTINUOUS SECTION OF HANDRAIL BETWEEN WALL AND MITER GATE TO ALLOW
2. CONTRACTOR SHALL CUSTOM FABRICATE HANDRAIL SECTION WHICH PROVIDES
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:
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4'-8" 2'-8" "2 110 6'-6" 3'-9"
SD251
NEW GALVANIZED HANDRAIL WITH CAST ALUMINUM FITTINGSEXISTING HANDRAIL
SAFETY DEVICES
REINSTALL EXISTING LADDER
EXISTING HANDRAIL
3' -4
LADDER ACCESS
SLIDING RAIL FOR
INSTALL NEW CUSTOM
E Q
U A
L E
Q U
A L
DETAIL ON SD252
CLOSE GAP. SEE
EXTENSION TO
PROVIDE RAIL
SEE DETAIL SD252
CLOSE GAP
EXTENSIONS TO
PROVIDE RAIL
MOORING HOOK
REINSTALL
C1
I-WALL HANDRAIL-PLAN
A1
I-WALL HANDRAIL-ELEVATION
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W E
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IL
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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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0 1" 2" 3" 4"SCALE : 6"=1'-0"
8"
M
IN
NEOPRENE GASKET
TOP OF LOCK WALL
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
NEW HANDRAIL BASE
" ANCHORS2
1NEW
HOLE IN EACH BASE
" DRAIN2
1DRILL
C/L HANDRAIL
SECTION
PLAN
0 6" 1' 2'SCALE : 1"=1'-0"
E Q
U A
L E
Q U
A L
6'-0" (MAX)
TOP OF LOCK WALL
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
(F
IE
L D V
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IF
Y
NEW CORNER ARMOR
EXISTING AND/OR
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
HANDRAIL CENTERLINE
MATCH EXISTING
SECTIONELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0"
BREAKS AT MONOLITHS
CONTINUOUS WITH
HANDRAIL SHALL BE
SCREWS (TYP)
STEEL SET
STAINLESS
TO BE CONTINUOUS
VERTICAL POSTS
"L" FITTING
FITTING
"CROSS"
GENERAL NOTES
CHECK POSTS.
6. NEW POSTS SHALL BE A MINIMUM 3'-0" FROM CENTERLINE OF
PLATE AND CONCRETE.
PLATE. THE GASKET SHALL BE INSTALLED BETWEEN THE BASE
NEOPRENE GASKET MATCHING THE FOOTPRINT OF THE BASE
5. ALL NEW HANDRAIL SHALL BE REINSTALLED/ INSTALLED WITH A
SPLICES.
JOINTS, WITH CONNECTION SPECIFICATIONS DESIGNED FOR
4. HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL MONOLITH
C. VERTICAL POSTS CONTINUOUS TO TOP RAIL
B. MAXIMUM POST SPACING = 6'-0"
A. MAXIMUM TOP RAIL LENGTH = 30'-0"
CRITERIA SHALL BE APPLIED:
JOINTS AND LOCK APPURTENANCES). THE FOLLOWING
SUBMIT FOR APPROVAL (LAYOUT MUST SHOW MONOLITH
3. CONTRACTOR SHALL FIELD VERIFY HANDRAIL LAYOUT AND
SHALL BE GALVANIZED.
AND 6000 LB ULTIMATE SHEAR. ALL ANCHOR BOLTS AND NUTS
GROUT TO A DEPTH TO PROVIDE 4000 LB ULTIMATE PULLOUT,
" DIA., EMBEDDED IN EPOXY2
1 NEW BASE PLATES SHALL BE
2. ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR
ALUMINUM FITTINGS.
CONSIST OF GALVANIZED STEEL RAILS AND POSTS WITH CAST
MANUFACTURER'S RECOMMENDATIONS. ALL HANDRAIL SHALL
1. ALL HANDRAIL/FENCING SHALL BE INSTALLED PER
A N
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SD252
0 3" 6" 9" 12"SCALE : 3"=1'-0"
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
/0
/2
W E
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-R -0
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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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E ƒ" PL
SCALE : NO SCALE
AT ASSEMBLY WITH GRATING.
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
1 X 2
1L2 X 1
CUT TO
1L2 X 2 X
0 6" 1' 2'SCALE : 1"=1'-0"
MAKE 1 AS SHOWN MAKE 1 OPPOSITE HAND
7" ANGLE LEG
CUT AND BEND
C/L BULKHEAD RECESS STA. 660.5A
5L7 x 4 x
HP 14 x 73
EL. 554.0
" 8
4'-1"
*"8 52'-94"
S
P A
C E
S
T Y
P S
P A
C
IN
G
X
A N
C H
R S
A L L S
ID
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F O
R A
GENERAL NOTES
AND SAWCUT AFTER CONCRETE PLACEMENT.
7. CONTRACTOR MAY STITCH WELD THIS JOINT FOR INSTALLATION
OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL
" GAP2
1 6. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 ANOTHER MORE THAN
5. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE
IN 10'-0".
"16
1 4. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
STEEL AFTER FABRICATION.
" O.C. CROSS BARS @ 4" O.C. GALVANIZED 16
3" x 3" @ 14
1 BARS 1
3. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING
INSTALLATION.
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE
BULKHEADS.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF
SD501
D3
" PLATE4
"6
1'-6"
"4 18 "2
12'-3
1L2 x 2 x
SD501
D3
0 6" 1' 2'SCALE : 1/2"=1'-0"
"4
" PLATE4
"2 12'-3
1L2 x 2 x
BEAM
HP 14 x 73
HP 14 x 73
TOP OF
8'-1"
2'-0"4'-1"2'-0" *
6"
1'-6"
1'-0"
2"
T Y
P
TYP
T Y
P
T Y
P
2-6
TYP.
SEE NOTE 7
(FULL LENGTH)
BETWEEN ARMOR
PROVIDE JOINT
WELDED STUDS
" DIA. X 8"4
ANCHOR
TYP EA.
TYP.
2-6
2-62-6
5L7 x 4 X
W 5 x 16 x 2 TYP 8
ANCHOR BAR
HP 14 x 73
WELDED STUDS
" DIA. x 84 x 2 TYP 8
ANCHOR BAR
R
"8 52'-9 *
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"0 6" 1' 2'SCALE : 1"=1'-0"
5'-6"
7"4'-4"7"
GRATING SPAN
" C.C.16
3BAR @ 1
" BEARING4
1" X 4
NOTE: GRATING AND BANDING TO BE GALVANIZED
C R
O S
S B
A R
C C
" BAR4
1" X 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
11 3
"2 12'-"2
12'-
4'-5"
T Y
P
1WELD TO L 2 x 1
" END PLATE4
5L 7 x 4 X
PER FRAME
TYP OF (4)
STUD BOLT,
FLOW
G
TYP.
SD501
D1
A1
B4
D4
B1
1 x 2
CUT TO L2 X
1L 2 x 2 x
0 6" 1' 2'SCALE : 1"=1'-0"
EL. 554.0
ALL SIDES
" PL4
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D4
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B4
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A2
ELEVATION-BULKHEAD RECESS ASSEMBLY
B1
ELEVATION
A1
SECTION
/0
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1 x 2
1L 2 x 1
1 x 2
1L 2 x 1
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1 x 2
1L 2 x 1
BEAM POCKET
TYP
TYP
D2
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"4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
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D2
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D3
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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
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A3
EXISTING ARMOR
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
6"
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
" THICK ASTM A36.4
3 FROM
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):
GENERAL NOTES
0 3" 6" 9" 12"SCALE : 3"=1'-0"
8"
2"
2""
ANCHOR BAR
2" WIDE
x 8" STUD
" DIA4
3" R
B3
ELEVATION
MAX.
MAX.
9"9" ANCHOR BARS @ 12" C.C. - STAGGERED
STUDS @ 12" C.C. - STAGGERED 9" 9"
0 6" 1' 2'SCALE : 1/2"=1'-0"
ARMOR
CORNER
VERTICAL
NEW
CONTRACT
INSTALLED UNDER THIS
TYPICAL FOR ALL ARMOR
ARMOR CONNECTIONS ARE
NOTE:
CORNER ARMOR
EXISTING
CORNER ARMOR
EXISTING
CORNER ARMOR
NEW HORIZONTAL
CORNER ARMOR
NEW HORIZONTAL
WALL ARMOR
EXISTING
WALL ARMOR
EXISTING
CAP
CORNER
NEW
G
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TYP
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RECESS ARMOR
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SD800
(TYP.)
NEW BULKHEAD RECESS ARMOR
GRIND EXISTING ARMOR
C1
SD800-C1 HORIZONTAL CORNER ARMOR
C3
TYPICAL ARMOR CONNECTION DETAILS
B3
SECTION
A3
SECTION
A1
EXISTING ARMOR GRINDING DETAIL
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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2'-0"
4"1'-0"8"
1'-0"
9"
3"
ANCHOR STUD
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ANCHOR STUD
" DIA. X 8"4
3"R
SIDE VIEWELEVATION
8"
8" 2"
"4
3" R
ANCHORS
2" WIDE STRAP
x 8" STUD
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8"
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R3
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
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SD801-B3 VERTICAL ARMOR
A3
SECTIONSD801-A1 BULKHEAD RECESS CORNER CAP
A1
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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
0 3" 6" 9" 12"SCALE : 3"=1'-0" SCALE : NO SCALE
A4
A
B
D
ELEVATIONSECTION A
SECTION B
"2 11'-7
1'-6"
11"
"4 3 "4
"4
TYP
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IN
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" DIA. BOLT4
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PLUG END
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MIN.
" PLATE8
"2
SECTION D
ELEVATION
STUD ANCHOR
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STUD ANCHOR
" DIA X 4"4
8"
2"
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3 "R
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(NOT TO SCALE)
M A
X
"2 11'-18"
S T
U D A
N C
H O
R S
S T
U D A
N C
H O
R S
8" "2 11'-1
STRAP ANCHOR
x2x1'-0"8
R 3
R
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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SD802-B4
C1
SD802-C1 LADDER CORNER CAP
B4
SD802-B4 LADDER ARMOR
A4
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A1
LADDER ARMOR DETAILS
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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
SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE
0 6" 1' 2'SCALE : 1"=1'-0"
A3
B3
C3
LADDER NOTES
C/L RAIL
" BAR2
1x 2
"2
1RAIL -
"2 1" x 4" x 8" x 0'-22
1L
BRACKET,
"2
" DIA.16
13"2
1" x 4" x 8" x 0'-22 1L
BRACKET,
DIA. HOLE
"16
1TYP. 1
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1x 2
"2
1RAIL -
6"
S
P A
C E
S
7"
1'-5"
" (TYP)4
1R 1
" BAR2
1x 2
"2
1RAIL -
"2 1x 8" x 0'-2
" x 4"2
1BRACKET, L
EL. 554.0
TOP OF WALL
S
P A
C E
S
"4
LADDER RUNG
"2 11" x 17
LADDER RUNG
"2 11" x 17
ROUND BAR
"2 1RUNG - 1" x 17
OF TWO LADDERS. (LENGTHS AS SHOWN)
5. THERE IS ONE LADDER FOR EACH WALL FOR A TOTAL
ON FIELD ELEVATIONS.
DETERMINE ACTUAL LADDER DIMENSIONS BASED
NOMINAL AND THE CONTRACTOR SHALL
4. DIMENSIONS SHOWN ON LADDER ELEVATION ARE
SECTIONS.
" GAP IS REQUIRED BETWEEN LADDER2
13. A
IN ACCORDANCE WITH SPECIFICATIONS.
2. ALL STEEL SHALL BE PAINTED AFTER FABRICATION
".4
11. ALL FILLET WELDS SHALL BE
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TOP OF WALL
SD875
ARMOR EL. 537.5
BOTTOM CORNER
S
P A
C E
S
A1
LADDER ELEVATION
C3
DETAIL
B3
DETAIL
A3
DETAIL
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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
0 4' 16'8'SCALE : 1/8"=1'-0"
RIVER WALL (R-WALL) INTERMEDIATE WALL (I-WALL)
(NON-OPERATIONAL)
MITER GATES
EXISTING AUXILIARY
PINTLE STA. 590.0A
C/L
STA. 687.0A
MONOLITH JOINT
STA. 660.5A
LADDER
C/L EXISTING
STA. 706.0A
MONOLITH JOINT
CHAMBER
MAIN LOCK
STA. 679.0A
MONOLITH JOINT
C/L AUXILIARY LOCK CHAMBER
L621 - 2" CONDUIT
EC 1 - 2" CONDUIT
L63 L6A 2 - 2" CONDUITS
C4F C4H C4L
C4T
C4B C4C C4D
C4I
CBI
C4A
P41
L43
P45P42 P46 P4B
2 - 2" CONDUITS
1 - 2" CONDUIT
MAIN LOCK CHAMBER HANDRAIL
EC
CB
CONTROL STAND
TO MANHOLE C4,
L44
F L
O W
EMBEDDED CONDUIT
EXISTING CONCRETE
INDICATES
PROTECT POLE ANCHOR
LOCATED AT STA. 662.0A
POLE AND BASE SHROUD "FD"
REMOVE AND REINSTALL LIGHT
NOTES ON SHEET ED003.
EMBEDDED CONDUITS LOCATION
CABLES. SEE DUCT BANK AND
CONDUITS PRIOR TO PULLING
MARK DUCT BANK AND EMBEDDED
CONTRACTOR SHALL LOCATE AND
DRAWINGS)
REFERENCE
(SEE
DUCT BANK
EXISTING
MACHINERY
MITER GATE NO. 4
MAIN LOCK
F L
O W
"FG" LOCATED AT STA. 662.0A
POLE AND BASE SHROUD
AND REINSTALL LIGHT
POLE ANCHOR REMOVE
MAINTAIN AND PROTECT
ON SHEET ED002.
EMBEDDED CONDUITS LOCATION NOTES
PULLING CABLES. SEE DUCT BANK AND
BANK AND EMBEDDED CONDUIT PRIOR TO
CONTRACTOR SHALL LOCATE AND MARK DUCT
RECONNECTED.
SHALL BE REINSTALLED IN THE DUCT BANKS AND CONDUITS AND
TEMPORARY CABLES SHALL BE REMOVED AND THE STORED LOCK CABLES
BULKHEAD RECESSES. AFTER COMPLETION OF CONSTRUCTION, ALL
AS REQUIRED TO FACILITATE CONSTRUCTION AND INSTALLATION OF THE
AND LOADS. DUCT BANK AND CONDUITS SHALL BE REPAIRED AND RELOCATED
CONSTRUCTION AREA TO MAINTAIN POWER TO NECESSARY LOCK CONTROLS
POSSIBLE. TEMPORARY CABLES SHALL BE INSTALLED AND ROUTED CLEAR OF
ALL TIMES AND TEMPORARILY STORED IN ADJACENT MANHOLES AS MUCH AS
CONCRETE WILL BE REMOVED. PERMANENT CABLES SHALL BE PROTECTED AT
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:
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EXISTING GUARD WALL
ED001
L6AL6
(SEE REFERENCE DRAWINGS)
EXISTING DUCT BANK DB-U
P41 P42 P45 P46 P4B
C4A C4B C4C C4D C4F
C4H C4I C4L C4T CB
CBI L41
2. KEEPING MANHOLES PUMPED OUT AND DRY AND PERHAPS HEATED.
RE-INSTALLED DURING WARM WEATHER WHEN ICE CANNOT FORM.
1. SCHEDULE WORK SO THAT PERMANENT CABLES ARE REMOVED AND
SHEET SD102 & SD103)
RECESS AND NEW LADDER (SEE
WORK FOR NEW BULKHEAD
APPROX. AREA OF CONCRETE
A1
L/D 16 - UPSTREAM AUXILIARY LOCK BULKHEAD RECESSES PLAN
AND NEW LADDER
BULKHEAD RECESS
WORK FOR NEW
OF CONCRETE
APPROX. AREA
MANHOLE MH-C8
EXISTING
PREVENTATIVE ACTIONS MAY BE:
PLACE. EXAMPLES OF AVOIDING FROZEN DUCTS AND MANHOLES AND TAKING
FORMATION DOES NOT OCCUR AND CABLES DO NOT BECOME FROZEN IN
CONTRACTOR IS ENCOURAGED TO TAKE PREVENTATIVE ACTION SO THAT ICE
MAY BE FROZEN WITH ICE DURING CERTAIN TIMES OF THE YEAR. THE
CONDUITS WHICH CONTAIN CABLES THAT ARE REQUIRED TO BE REMOVED
WIRES, AND ICE. THE CONTRACTOR SHALL CONSIDER THAT THE DUCTS AND
BEEN KNOWN TO CONTAIN GENERAL DIRT AND DEBRIS, ABANDONED PULL
EXISTING DUCT BANK DUCTS, EMBEDDED CONDUITS, AND MANHOLES HAVE 4.
RE-CONNECTED AT ALL DURING CONSTRUCTION.
REMOVAL AND TEMPORARY CABLING OR ARE NOT REQUIRED TO BE
LOW PRIORITY CABLES ARE THOSE CABLES THAT DO NOT REQUIRE IMMEDIATE 3.
RESTORED TO THESE "HIGH PRIORITY" LOADS AS SOON AS POSSIBLE.
INSTALLED AS TEMPORARY FIRST (AND VICE VERSA). POWER MUST BE
HIGH PRIORITY CABLES ARE THOSE CABLES THAT SHALL BE REMOVED AND 2.
CONCRETE FACE, FACING DOWNSTREAM, AND CAPPED.
ENTER THE AUXILIARY CHAMBER SHALL BE STUBBED OUT OF THE NEW
"EC" CONDUITS WHICH COME OUT OF THE MANHOLES (MH-C6 & MH-C8) AND
INCH RGS COUPLING AND PLUG TO SEAL ENDS OF EMPTY CONDUITS. THE TWO
NOT LESS THAN 2 INCH (I.E. 2 INCH EXPOSED OUT OF CONCRETE). INSTALL 2
CONDUIT AND EXTEND THREADED 2 INCH RGS CONDUIT TERMINATED ENDS
CUT OFF AS REQUIRED TO FACILITATE CONCRETE DEMOLITION. REPAIR EACH
"EC" MEANS "EMPTY CONDUIT". THESE 2 INCH RGS EMPTY CONDUITS SHALL BE 1.
GENERAL NOTES:
ED003.
SEE DETAILED SEQUENCE OF WORK AND GENERAL NOTES ON SHEETS ED002 AND 4.
RIVER WALL FG LIGHT POLE AT STATION 662.0 A IN THE AREAS OF CONSTRUCTIION.
REMOVE BOTH INTERMEDIATE WALL (I-WALL) FG LIGHT POLE AT STA. 662.0 A AND 3.
OPEN.
12 HOUR LOCK CLOSURE. THE REMAINING CABLES CAN BE REROUTED WHILE LOCK IS
MAIN LOCK MITER GATE NO. 4 OPERATION FIRST (HIGH PRIORITY) DURING SCHEDULED
OUTSIDE OF CONSTRUCTION AREA WITH TEMPORARY CABLES. REROUTE CABLES FOR
REMOVE ALL IDENTIFIED EXISTING CABLES FROM DUCT BANKS AND REROUTE 2.
CONSTRUCTION.
LOCATE AND MARK DUCT BANK AND EMBEDDED CONDUITS LOCATION IN AREA OF 1.
PRE-CONSTRUCTION NOTES:
ED003.
SEE DETAILED SEQUENCE OF WORK AND GENERAL NOTES ON SHEETS ED002 AND 6.
REINSTALL LIGHT POLES REMOVED DURING PRE-CONSTRUCTION.5.
REMAINING CABLES CAN BE RE-TERMINATED WHILE LOCK IS OPEN.
OPERATION FIRST (HIGH PRIORITY) DURING SCHEDULED 12 HOUR LOCK CLOSURE. THE
PRIOR TO CONSTRUCTION. RE-TERMINATE CABLES FOR MAIN LOCK MITER GATE NO. 4
REMOVE ALL TEMPORARY CABLES AND RE-TERMINATE EXISTING CABLES REMOVED 4.
CLEAN DUCT BANK DUCTS AND EMBEDDED CONDUITS WHERE CABLES WERE REMOVED.3.
SHEET EE005.
REMOVED OR DAMAGED DUE TO CONCRETE REMOVAL DURING CONSTRUCTION. SEE
REPLACE DUCT BANK OR EMBEDDED CONDUIT IN AREA WHERE DUCT BANK WAS 2.
CONCRETE REMOVAL. SEE DUCT BANK REPAIR DETAILS ON SHEET ED005.
RELOCATE AND RECONSTRUCT DUCT BANK AND EMBEDDED CONDUIT IN AREA OF 1.
POST-CONSTRUCTION NOTES:
1 - 2" CONDUIT EC
MANHOLE MH-C6
EXISTING
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CABLE AS A CONDUCTOR FOR THE CABLE LOCATION EQUIPMENT.
EMPTY CONDUITS (EC) SHALL BE LOCATED VIA CONTRACTOR PULLING IN A TEST 8.
ANCHORAGES.
DUCT BANK LOCATION IN RELATION TO MH-C6 OR MH-C8, AND TO THE GATE
LOCK WALL. EMPHASIS SHALL BE PLACED ON TAKING PHOTOS OF THE PAINTED
ASPECTS CLEARLY SHOWING THE PAINED DUCT BANK LOCATION ON TOP OF THE
IN THE AREA. INCLUDE A MINIMUM OF 4 PHOTOS TAKEN FROM DIFFERENT
LOCATION OF THE DUCT BANK PRIOR TO THE BEGINNING OF ANY CONSTRUCTION
SPECIFYING THE DETAILS OF HOW THE DUCT BANK WAS LOCATED AND THE
THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A TRANSMITTAL 7.
EXCAVATION.
WILL BE VISIBLE TO THE CONTRACTOR PERFORMING THE CONCRETE
LOCATION WITH AN ENVIRONMENTALLY FRIENDLY BRIGHT MARKING PAINT WHICH
MARK THE OUTER BOUNDARIES OF THE DUCT BANK AND EMBEDDED CONDUIT 6.
MH-C8 IN THE AREA OF CONCRETE REMOVAL.
LOCATION SHALL BE THE TOP OF THE LOCK WALL DOWNSTREAM OF MH-C6 OR
BANK. THE AREA TO BE SCANNED FOR THE DUCT BANK AND EMBEDDED CONDUIT
SIGNAL. APPLY SIGNALS TO THE TWO OUTERMOST UPPER CABLES IN THE DUCT
VARY SIGNAL FREQUENCIES AS REQUIRED TO ACHIEVE OPTIMUM LOCATING 5.
CHECK THAT THE LOCATOR IS IN FACT DETECTING THE CABLES.
CABLES AND TO VERIFY DUCT BANK AND EMBEDDED CONDUITS LOCATION AS A
THE ADJACENT MANHOLE (MH-C6 OR MH-C8) SHALL BE OPENED TO ACCESS THE 4.
ONE OF THE CONDUCTORS IN EACH CABLE TO BE LOCATED.
THEIR POWER SOURCE, AND DIRECTLY CONNECTING THE SIGNAL SOURCE TO
METHOD. THIS ENTAILS DISABLING POWER, DISCONNECTING THE CABLES FROM
THE MORE RELIABLE METHOD IS THE “APPLICATION OF SIGNAL, DIRECT CONNECT” 3.
DURING THIS PROCEDURE.
CONDUCTORS. THE CABLE CAN BE LEFT CONNECTED TO ITS SOURCE AND LOAD
LOCATOR, CLAMPS AROUND CABLE TO INDUCE A SIGNAL IN THE CABLE
COUPLER” METHOD WHERE THE INDUCTIVE COUPLER, ASSOCIATED WITH
ONE OF TWO METHODS. THE LEAST INTRUSIVE METHOD IS THE “INDUCTIVE
LOCATE DUCT BANK AND EMBEDDED CONDUITS IN AREA OF CONSTRUCTION BY
CONTRACTOR SHALL USE A COMMERCIALLY AVAILABLE LOCATING DEVICE TO 2.
UTILITIES USING MAGNETIC SIGNATURE LOCATION EQUIPMENT.
SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE WITH LOCATING BURIED
THE DUCT BANK (CABLE) AND EMBEDDED CONDUITS LOCATION CONTRACTOR 1.
DUCT BANK AND EMBEDDED CONDUITS LOCATION PROCEDURE:
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ED002
SEE REFERENCE DRAWING L&D 16, EL65, FOR LIGHT POLE DETAIL.17.
SIDE AND COVERED WITH TARP.
COILED AND STORED ADJACENT TO THE MANHOLE ON THE DOWNSTREAM
WITHOUT RISK OF DAMAGE. ANY CABLES WHICH WILL NOT FIT SHALL BE
STORED IN THESE MANHOLES TO THE MAXIMUM EXTENT POSSIBLE
EXISTING CABLES IN THE VICINITY OF MANHOLES C6 OR C8 SHALL BE 16.
CONDUITS, AND ARRANGEMENT. SEE GENERAL NOTE 12.
16 20/13A, FOR LIMITED INFORMATION ON DUCT BANK SIZE, EMBEDDED
ORIGINALLY INSTALLED. SEE REFERENCE DRAWINGS L&D 16, EL16 AND M-L
CABLES IN SAME DUCT BANK DUCT LOCATIONS IN WHICH THEY WERE
CONTROL STAND TERMINAL BOARD INTERCONNECTION DIAGRAM. INSTALL
BOARDS OR PANELBOARD. SEE REFERENCE DRAWING L&D 16, EL54, FOR
RE-TERMINATE CABLES TO THEIR RESPECTIVE CONTROL STAND TERMINAL 15.
FROM MANHOLE C6 OR C8.
CABLE(S) (IN MANHOLE C6 OR C8). PULL TEMPORARY CABLE OUT AWAY
DISASSEMBLE SPLICE BETWEEN EXISTING CABLE(S) AND TEMPORARY 14.
2000 POUND TOTAL LOAD OR 1000 POUND SINGLE AXLE LOAD.
CABLE PATHWAY BRIDGES SHALL BE ABLE TO WITHSTAND NOT LESS THAN
TRAVERSE THEM WITHOUT GETTING IMPEDED ("HUNG UP"). TEMPORARY
PROPER RAMP PITCH TO ALLOW EXISTING LOCK CUSHMAN CARTS TO
ACROSS CABLES. TEMPORARY CABLE PATHWAY BRIDGE SHALL BE WITH
A TEMPORARY RAMPED PROTECTIVE BRIDGE TYPE CROSSING INSTALLED
LESS THAN 8 FEET OR AT ANOTHER ELEVATION IF APPROVED OR SHALL BE
PATHWAY CABLE CROSSINGS SHALL BE EITHER OVERHEAD TYPE AT NOT
FOR THE SAFE ROUTING OF TEMPORARY ELECTRICAL CABLES. TEMPORARY
INSTALLED IN ACCORDANCE WITH EM 385-1-1, NFPA 70, AND IEEE/ANSI C2
TEMPORARY PATHWAY CABLE CROSSINGS SHALL BE PROVIDED AND
CUSHMAN TUG CARTS CAN HAVE A TOTAL MAXIMUM LOAD OF 2,000 POUNDS.
PEDESTRIAN TRAFFIC AND FROM LOADED CUSHMAN TUG TYPE CARTS.
TEMPORARY CABLES ARE PHYSICALLY PROTECTED FROM BOTH
ROUTE TEMPORARY ELECTRICAL CABLES ACROSS PATHWAYS SO THAT
AND BACK INTO DUCT BANK DUCT AS REQUIRED. THE CONTRACTOR SHALL
HANDRAIL POSTS, AND INTO MANHOLE C4, CONTROL STAND TERMINATIONS,
OF LOCK WALL, ALONG MAIN LOCK CHAMBER HANDRAIL, SECURING TO
LOCK CHAMBER HANDRAIL. ROUTE TEMPORARY CABLE UPSTREAM, ON TOP
SURFACE ROUTE TEMPORARY CABLE OUT OF MANHOLE C6 OR C8 TO MAIN
SPLICE TEMPORARY CABLE TO EXISTING CABLE IN MANHOLE C6 OR C8. 13.
SAME DUCTS FROM WHICH THEY WERE ORIGINALLY REMOVED.
FROM WHICH IT WAS REMOVED. RE-INSTALL ALL PERMANENT CABLES IN THE
RECORDED SO THAT EACH CABLE IS RE-INSTALLED IN THE SAME DUCT
DEMOLISHING ANY CONCRETE. DUCTS AND CONDUITS SHALL BE NOTED AND
LOCATION OF EACH CABLE PRIOR TO REMOVING ANY CABLES OR
THE CONTRACTOR SHALL VERIFY DUCT AND EMBEDDED CONDUITS 12.
CONTRACTOR'S EXPENSE
CABLE SOURCE TO THE LOAD AND WILL BE REPLACED AT THE
SHALL REPLACE THE ENTIRE CABLES CONTINUOUS LENGTH FROM THE
ORIGINAL CABLE TAP SPLICES. IF A CABLE IS DAMAGED THE CONTRACTOR
CABLE WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO RESTORE
SPLICED CABLE AND RE-TERMINATE. PERMANENT SPLICES IN EXISTING
INSULATION. EXCESS CABLE SLACK MAY BE INADEQUATE TO CUT OUT
AS TO PREVENT DAMAGE TO THE EXISTING CABLE AND CONDUCTOR
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED IN SUCH A WAY 11.
NON-TERMINATED CABLE.
SPLICE CAPS SHALL BE INSTALLED TO PROTECT THE END OF A
TO PROTECT THE CABLE AND CONDUCTOR ENDS FROM WATER INTRUSION.
CONDUCTORS AND CABLE END TO INSULATE FROM ELECTRIC SHOCK AND
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 CONTRACTOR'S EXPENSE.
ANY CABLES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN 9.
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY CONTRACTOR 8.
WILL BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
SHALL BE MADE IN THE MANHOLES AND ONLY THE TEMPORARY CABLES
LOCK WALL OR SECURED TO THE HANDRAILS. TEMPORARY CABLE SPLICES
OR DUCT BANKS AND SHALL NOT BE BROUGHT OUT TO BE EXPOSED ON THE
EXISTING CABLES SHALL BE PROTECTED BY REMAINING IN THE MANHOLES 7.
TEMPORARY WIRES TO MAINTAIN SYSTEM OPERABILITY.
MAINTAIN TEMPORARY WIRES AND SHALL PROVIDE REPAIRS TO DAMAGED
CABLE INSULATION OR ROPE BREAKAGE. THE CONTRACTOR SHALL
PHYSICAL LOADS PLACED ON THE ROPE WITHOUT THE ROPE DAMAGING THE
TO HANDRAIL POSTS BY NYLON ROPE LARGE ENOUGH TO SUPPORT THE
ALONG HANDRAIL, ADEQUATELY PROTECTED FROM ALL TRAFFIC, SECURED
TEMPORARY CABLES SHALL BE ROUTED ON TOP OF LOCK WALL ROUTED 6.
BANKS.
AND DUCT CLEANING PRIOR TO RE-INSTALLATION OF CABLES IN DUCT
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF TEMPORARY CABLES 5.
EM 385-1-1 DATED NOVEMBER 30, 2014, SECTION 12.
IN ACCORDANCE WITH THE SAFETY AND HEALTH REQUIREMENTS MANUAL
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT PROCEDURES 4.
385-1-1 DATED NOVEMBER 30, 2014, SECTION 11, SUBSECTION J.
ACCORDANCE WITH THE SAFETY AND HEALTH REQUIREMENTS MANUAL EM
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN MANHOLES IN 3.
THE CONTRACTING OFFICER PRIOR TO ANY ELECTRICAL POWER OUTAGES.
CONTRACTOR SHALL COORDINATE WITH AND RECEIVE APPROVAL FROM 2.
EL60 AND EL61, FOR EXISTING CABLE SIZES.
WITH CABLE TIES OR NYLON ROPE. SEE REFERENCE DRAWINGS L&D 21,
CONDUCTORS OF EACH CABLE SHALL BE BUNDLED AND TIED TOGETHER
CONDUCTORS OF THE PERMANENT CABLE BEING SPLICED TO. THE
DEGREE COPPER. CONDUCTOR SIZE SHALL NOT BE LESS THAN THE
TEMPORARY…
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