Amd_0001-PLAN_SET-VOLI_SR.pdf
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- ILLINOIS RIVER BASIN; MARSEILLES AND STARVED ROCK LOCKS; LASALLE COUNTY, IL, MITER GATE INSTALLATION
- Solicitation number
- W912EK19R0012
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W912EK19R0012 Amendment 0001 Plan Set Volume I Starved Rock
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SHEET KEYNOTES
GATES, AND DEWATER LOCK CHAMBER.
USACE TO SET BULKHEADS, REMOVE EXISTING MITER 2.
SUPPORT ANGLES.
REMOVE EXISTING STEEL BEARING BAR AND EMBEDDED 1.
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A
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GENERAL SHEET NOTES
WITH ELECTRICAL SHEETS.
COORDINATE DEMOLISHING OF ELECTRICAL CONDUIT 3.
EXISTING CONTROL STAND NOT SHOWN FOR CLARITY. 2.
DEMO IS ALL STAGE I WORK. 1.
A1
PLAN - UPPER LANDWALL RECESS
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''2 111'-35'-2''
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2'-6''
FOR DETAILS
REFERENCE DRAWINGS
REMOVE CHECKPOST. SEE
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DEMO IS ALL STAGE I WORK. 1.
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195+16.42
MJ STA
195+16.42
MJ STA
SHEET KEYNOTES
MITER GATES AND DEWATER CHAMBER.
2. USACE TO SET BULKHEADS, REMOVE EXISTING
EMBEDDED SUPPORT ANGLES.
1. REMOVE EXISTING STEEL BEARING BAR AND
A1
PLAN - LOWER MITER GATE
A1
SD335
VALVE PITS
EL 464.00 EL 464.00
EL 422.00
EL 426.00
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EXISTING CONTROL
STAND TO REMAIN
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LIGHT POLE
RIVERWALL RECESS
LOWER MITER GATE
LANDWALL RECESS
LOWER MITER GATE
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3'-9''
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0 1' 2' 4'SCALE : 1/2"=1'-0"A8
SECTION
''4 126'-5
M J
M J
2. SILL NOT SHOWN FOR CLARITY.
CONCRETE
PINTLE. CUT EXISTING ANCHORS FLUSH WITH
REMOVE ALL EMBEDDED METALS OF THE QUOIN AND 1.
(CONC EL. 423.67)
D O
W N
S T
R E
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S
W E
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R
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MITER GATE SILL
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SOLICITATION
M U
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IT
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S
IL
L C
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IT
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N
2'1'0SCALE : 1"=1'-0"
M A
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N
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TOP LOWER SILL
EL 422.0
TOP OF FLOOR SLAB
EL 421.0
TOP OF ROCK
EL 423.0
TOP OF ROCK
GENERAL SHEET NOTES
REMOVAL LIMITS.
(26) TOTAL ANCHORS SHALL BE CUTE FLUSH AT
ANCHOR RODS IN DOWNSTREAM SILL. APPROXIMATELY
SEE REFERENCE DRAWINGS FOR DETAILS OF EMBEDDED 1.
W E
K
R
B J
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E J
O H
N S
O N
/0
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SOLICITATION
M U
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L E S
IT
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"2 11'-7 4'-6''
LOWER MITER GATE EXISTING SILL
''2 111'-72'-6''
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S -1 x x x .d g n
:3
:1
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-120
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
CHAMBER
LOCK
N
S-125
A1 S-115
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
VOLUME I
F L
O W
P L
A N
B
IW
L D
V O
L I_
S -1 x x x .d g n
D O
W N
S T
R E
A M
GENERAL SHEET NOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
195+16.42
MJ STA
195+16.42
MJ STA
S-3
E1
S-3
A1 S-
6A1
PIT
GEAR
BULL
VALVE PITS
EL 464.00 EL 464.00
LIGHT POLE
PIT
GEAR
BULL
VALVE PITS
LIGHT POLE
RIVERWALL RECESS
LOWER MITER GATE
LANDWALL RECESS
LOWER MITER GATE
A1
PLAN - LOWER MITER GATE
S-350
A1
LOCKWALL
BACK OF
W E
K
R
/0
/0
EL 422.00
EL 426.00
EL 426.00
EL 423.67
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
MITER GATES NOT SHOWN FOR CLARITY.2.
SILL AND QUOIN FIT TO THE GATES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINALIZE
LOWER BULKHEADS, AND DEWATER THE LOCK CHAMBER.
LOWER BULKHEADS, SET THE NEW MITER GATES, SET
USACE TO REWATER THE LOCK CHAMBER, REMOVE 1.
SOLICITATION
EL 424.00
LOWER MITER GATE SILL
RIVERWALLLANDWALL
A B
C J
U L
A M
D N
O U
P D
A T
E D S
IL
L L
E N
G
H
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:2
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-125
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
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IN
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IL
L
IN
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IS
R
IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
P L
A N
FLOW
A1 S-225
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A1 S-304
A4 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d g n
L
N D
W A
L L D
O W
N S
T R
E A
M
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
A1
PLAN - LANDWALL DOWNSTREAM
M J S
T A
.4
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
SOLICITATION
''4 114'-7 3'-2''
1'-10''8''
''2 110'-7
''2 111'-3''2
121'-8
''2 18'-2
B
C J
U L
A M
D N
O U
P D
A T
E D S
IL
L L
E N
G
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-130
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
P L
A N
FLOW A1
S-230
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A4 S-304 A1
S-304
D4 S-302
A4 S-302
S-301
D1 S-301
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d g
ELECTRICAL CONDUIT TO REMAIN
M
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
R
IV
E R
W A
L L D
O W
N S
T R
E A
M
M J S
T A
.4
A1
PLAN - RIVER WALL DOWNSTREAM
W E
K
R
/0
/0
A1
B J
O N
E S
E J
O H
N S
''2 18'-2
''2 110'-7
''2 121'-8''2
111'-3
M U
L T
IP
L E S
IT
E S
OPP HAND
OPP HAND
OPP HAND
SOLICITATION
A B
C J
U L
A M
D N
O U
P D
A T
E D S
IL
L L
E N
G T
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
LINE - ABOVE
INDICATES ROOF
ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
12'-3"
3'-4"
T
R E
A D
S
1'-0"1'-0"
"4 33'-0"2
14'-1
"4 33'-0
" CHAMFER4
"2 14"2
CONCRETE STAIRS AND LANDING
DEVICE BELOW
CABLE SEALING
6"
DOWNSTREAM UPSTREAM
ALUMINUM HANDRAIL
LAND SIDE
LOCK SIDE
C A
S T I
N P
L A
C E C
O N
C R
E T
E L
A N
D
IN
G C
A S
T I
N P
L A
C E C
O N
C R
E T
E S
T A
IR
S
CONCRETE CURB
ON 4" W X 6" H
STAND CONSOLE
CONTROL
1'-4" X 2'-6"
D6
HATCH
A6
A3
D1
A1
A1
A1
S-541
A1
S-541
F4S-541
F1
S-541
A4
S-541
C1
A8
A6
A1
A1
CONTROL STAND - PLAN
2'1'0SCALE : 1"=1'-0"
S-241 S-341
S-241
S-342
SECTION A8 ON SHEET S-342
SEAL PLATE, SEE WALL
STAINLESS STEEL BULKHEAD
TYPICAL - INDICATES
S-241
S-342
S-343
S-342
S-342
S-241
FROM DOWNSTREAM WALL
LOCKSIDE WALL AND 6"
LOCATE HATCH 6" FROM
6"
GENERAL NOTES
7. ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER.
ELECTRICAL DRAWINGS.
6. FOR ELECTRICAL PANELS AND CONDUIT LOCATIONS SEE
SPECIFICATIONS FOR DETAILS ON NOSING.
5. CONTRACTOR SHALL INSTALL STAIR NOSING ON STAIRS. SEE
LOCKWALL WITH FOUR #8 ANCHORS.
4. CONTRACTOR SHALL ANCHOR CONCRETE STAIRS TO
FACES LOCK WHILE OPERATING CONTROLS.
3. CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR
2. COORDINATE WITH ELECTRICAL WORK.
AND LOWER LANDWALL.
1. CONTROL STANDS SHALL BE CONSTRUCTED ON THE UPPER
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
K
B U
IS
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/0
B
IW
L D
V O
L I_
S -1 x x x .d g n
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
S-141
C O
N T
R O
L S
T A
N D F
L O
O R P
L
W
E
K
R
L A
S A
L L E C
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N T
Y
IL
M U
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IP
L E S
IT
E S
IL
L
IN
O
IS
R
IV
E R B
A
R S
E
IL
L E
S A
N D S
T A
R V
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K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
B
IW
L D
VOLUME I
SOLICITATION
S-541
F4
S-541
F1
2'-5""2 17 2'-5""2
17 "2 174'-6""2
/9 /2
K M
B A
M D N
O .0
C
H A
N G
E D C
O L
U M
N S
IZ
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:1
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-303
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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IL
L
IN
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IS
R
IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
''2 111'-3
''2 16'-6
8''
GENERAL SHEET NOTES
C L E
8''
1'-1''
2'-0" O.C
VERTICAL AND HORIZONTAL
AND EPOXIED @2'-0" O.C.
#6 BARS DRILLED
VERTICAL AND HORIZONTAL
AND EPOXIED @ 2'-0" O.C.
#6 BARS DRILLED
A1
SECTION
A6
SECTION
U P
S T
R E
A M D
O W
N S
T R
E A
M
M
IT
E R E
N D
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
SOLICITATION
M U
L T
IP
L E S
IT
E S
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
8''1'-10''8''
C L
R
C L
R
C L
R
C L
R
1'-0'' 1'-0''
(2) #6B
#4B(2) #4 (3) #4
(2) #6B
#4B
.6
M J S
T A
SHEET KEYNOTES
BARS.
2. 4" OF COVER ON ALL VERTICAL AND HORIZONTAL
DRILL AND EPOXY #6 BARS INTO WALL 24" OC.1.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.1.
1 1
F1
SECTION - LANDWALL UPSTREAM
F6
SECTION - LANDWALL DOWNSTREAM
A B
C J
U L
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E N
E W W
O R
K D
E T
A
IL
1 1
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
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D B
Y
D E
S C
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IO
N M
A R
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A T
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S
IZ
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S U
B M
IT
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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-530-E6
S-530-E1
S-530-E1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-335
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
GENERAL SHEET NOTES
2'1'0SCALE : 1"=1'-0"
EL 423.0
EL 426.0
D O
W N
S T
R E
A M
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
2'1'0SCALE : 1"=1'-0"
EL 421.0
EL 423.0
EL 426.0
EL 421.0
M
IN
S
IL
L C
O N
C R
E T
E
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
E1
SECTION - ANCHOR
A1
SECTION - REINFORCEMENT
A8
SECTION - TYPICAL ANCHOR
EL 421.0
A8
W E
K
R
ASSEMBLY
THE ANCHOR BARS IS 85 KIPS.
THE DESIGN LOAD (DL) TO BE USED FOR TESTING OF 3.
SECTION E1.
REINFORCEMENT NOT SHOWN FOR CLARITY IN 2.
IS AT EL 426.0.
1. INSTALL MITER GATE SEAL PLATE SUCH THAT THE TOP
SHEET KEYNOTES
PLACEMENT AND LOCATION OF LAP SPLICES.
DISPLAYED AS A VISUAL REFERENCE ONLY TO DETAIL
REINFORCEMENT LENGTHS ARE NOT TO SCALE AND 3.
LARGER DIAMETER IS TO BE USED.
REQUIRED BOND LENGTH. SUBMIT FOR APPROVAL IF A
OF 8". A LARGER BORE DIAMETER MAY DECREASE
BOND LENGTH REQUIRES A MINIMUM BORE DIAMETER 2.
CONTACT ON MITER GATE.
ADJUSTMENT OF MITER GATE SEAL PLATE TO FULL
MITER GATE INSTALLATION IS COMPLETE, INCLUDING
SECOND STAGE CONCRETE REQUIRED. PLACE AFTER 1.
S T
R E
S S
IN
G L
E N
G T
H
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
SOLICITATION
1'-5''6'-7''
4'' CLR
C L
R
4'' CLR
C L
R
(4 S
P
R
E
IN
F O
R C
E M
E N
T
4'-6"
"2 16'-1
TYP
#8 REINFORCEMENT,
TYP, @ 1'-0" OC
#8 REINFORCEMENT,
B O
N D L
E N
G T
H F
R E
E
L E
N G
T H P
R
IO
R T
O T
E S
T
IN
G
O V
E R
G R
O U
T B
O N
D
3'-0"
"2 111'-72'-6''
6"
BEARING
MITER GATE 4" CLR
C L
R
11''
ON CENTER ALONG LENGTH OF SILL
IN EPOXY GROUT @ 1'-0"
(3) #8B EMBEDDED 1'-6"
WITH THE LATEST PTI DC35.1, TABLE 4.1
FILL WITH WAX IN ACCORDANCE
1'-3''
EXISTING DOWNSTREAM SILL
8''
EXISTING DOWNSTREAM SILL
AFTER TENSIONING
PROVIDE LOCK NUT
6'' CLEAR
TYP, @ 1'-0" OC
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2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
E7
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2'1'0SCALE : 1"=1'-0"
MATERIAL SCHEDULE
ITEM MARK NO. MATERIALDESCRIPTION
2S-550-A11
GENERAL SHEET NOTES
BOX ASSEMBLY.
SEE ELECTRICAL SHEETS FOR LOCATION AND JUNCTION 2.
GALVANIZED
ALL STEEL AND CONNECTION BOLTS TO BE HOT-DIP 1.
RW U/SLW U/S
ASSEMBLY ASTM A362 4
TOT QTY
2'-10"2" 2"
1"
1"
2'-10"
8"
6"1"
CL CL
4"
" PL4
13'-4"x3'-2"x W12x16
W4x13
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INSTALL USING
CAST IN OR POST
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W12x16
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" PL4
#4 SPIRAL REINFORCEMENT
(4) #4 BARS
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GENERAL ELECTRICAL NOTESGENERAL ELECTRICAL WORK
N
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ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED. 17.
INSTALLATION.
LOCATIONS PRIOR TO MAKING THE ACTUAL ELECTRICAL
THE CONTRACTOR MUST COORDINATE ALL EQUIPMENT 16.
WIRE.
PROVIDED WITH A SEPARATE INSULATED GREEN GROUND
ALL BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE 15.
CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE 14.
NFPA 70, NATIONAL ELECTRICAL CODE.
MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION 13.
TAKEN TO PROTECT CABLE ENDS FROM BEING SUBMERGED.
WATER MAY OVERTOP THE LOCK WALL, AND CARE MUST BE
THERE ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND
THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT 12.
OPERATING PERSONNEL.
UPPER LOCK WALL AREAS BY THE LOCK AND DAM
CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY
INSTALLATION MUST BE COORDINATED WITH THE
STAGING OF EQUIPMENT REMOVAL, RELOCATION, AND 11.
EXPENSE
LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S
CONTINUOUS LENGTH FROM THE CABLE SOURCE TO THE
CONTRACTOR MUST REPLACE THE ENTIRE CABLE'S
ORIGINAL CABLE TAP SPLICES. IF A CABLE IS DAMAGED, THE
WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO RESTORE
AND RETERMINATE. PERMANENT SPLICES IN EXISTING CABLE
SLACK MAY BE INADEQUATE TO CUT OUT SPLICED CABLE
CABLES AND CONDUCTOR INSULATION. EXCESS CABLE
SUCH A WAY AS TO PREVENT DAMAGE TO THE EXISTING
SPLICES AND SPLICE CAPS MUST BE CAREFULLY REMOVED IN 10.
TERMINATED CABLES OR CONDUCTORS.
MUST BE INSTALLED TO PROTECT THE ENDS OF NON
CONDUCTOR ENDS FROM WATER INTRUSION. SPLICE CAPS
FROM ELECTRIC SHOCK AND TO PROTECT THE CABLE AND
THE BARE CONDUCTORS AND A CABLE END TO INSULATE
SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED 9.
AT THE CONTRACTOR'S EXPENSE.
MUST BE REPLACED IN ITS ENTIRETY FROM SOURCE TO LOAD
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR 8.
MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR (OTHER THAN AS INDICATED IN PLANS)
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 7.
LOCK WALL.
(IF REQUIRED) WILL BE ALLOWED TO BE EXPOSED ON THE
MADE IN THE MANHOLES AND ONLY THE TEMPORARY CABLES
COVERED WITH TARP. TEMPORARY CABLE SPLICES SHALL BE
THE MANHOLE IN THE MOST PROTECTED LOCATION AND
OR GALLERIES SHALL BE COILED AND STORED ADJACENT TO
OTHERWISE. ANY CABLES WHICH WILL NOT FIT IN MANHOLES
WALL OR SECURED TO THE HANDRAILS UNLESS APPROVED
MUST NOT BE BROUGHT OUT TO BE EXPOSED ON THE LOCK
DAMAGE OR WEATHER BY REMAINING IN MANHOLES AND
CONCRETE WORK, THEY MUST BE PROTECTED FROM
WHERE EXISTING CABLES ARE REMOVED TO ALLOW 6.
BLOCKS AND WIRING AREAS.
DEPOSITED SEDIMENT AND SILT IN EXISTING TERMINAL
WALL HAS BEEN OVERTOPPED BY FLOOD WATER WHICH HAS
REMOVAL FROM CONTROL STANDS. THE TOP OF THE LOCK
AND CONDUCTOR LABELS CLEANING PRIOR TO CABLE
CONTRATOR IS RESPONSIBLE FOR CABLE, TERMINAL BLOCK, 5.
NOVEMBER, 2014, SECTION 12.
HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND
CONTRACTOR MUST ADHERE TO PROPER LOCKOUT/TAG OUT 4.
2014, SECTION 11, SUBSECTION J.
REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR MUST PROVIDE PROTECTION FROM OPEN 3.
POINTS TO ADD AS BUILT DRAWINGS FOR THIS PROJECT.
FROM LOCKWALL AND OTHER PERMENANT REFERENCE
GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS
PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO
AREAS, MARK ELECTRICAL DUCTS USING MARKER PAIN, AND
CONTRACTOR WILL PROVIDE LOCATE SERVICES IN WORK
PRIOR TO ANY CONCRETE EXCAVATION WORK, THE 2.
ELECTRICAL POWER OUTAGES.
APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO ANY
CONTRACTOR MUST COORDINATE WITH AND RECEIVE 1.
ACROSS CONCRETE MONOLITH OR EXPANSION JOINTS.
IDENTIFY ALL NEW CONDUITS THAT WILL BE INSTALLED
FITTINGS AT MONOLITH JOINTS. CONTRACTOR MUST
CONDUITS ARE EMBEDDED, USE FERNCO FLEXIBLE
MUST BE PROVIDED WITH GROUNDING JUMPER. WHERE
CONCRETE EXPANSION JOINTS. TYPE EX CONDUIT FITTING
PROVIDED IN LOCATIONS WHERE NEW CONDUITS CROSS
EXPANSION/CONTRACTION CONDUIT FITTINGS MUST BE
WHERE CONDUITS ARE EXPOSED, RIGID TYPE EX 33.
CONNECTION TO REMAINING EQUIPMENT.
EXTEND CONDUIT AND WIRING AS REQUIRED TO MAINTAIN
RECONNECT CIRCUITS THAT REMAIN IN OPERATION.
REQUIRE THE INSTALLATION OF A JUNCTION BOX TO
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY 32.
VERIFY EXISTING CONDITIONS.
ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD
THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL 31.
FOR FURTHER REQUIREMENTS.
ON RED LINE AS BUILT DRAWINGS. SEE SPECIFICATIONS
CONDUITS AND CABLES ASSOCIATED WITH THIS CONTRACT
DETAILED LOCATIONS AND PLAN SKETCHES OF ALL
AS BUILT DRAWINGS: CONTRACTOR MUST INCLUDE 30.
EXCEPT WHERE NOTED OTHERWISE .
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, 29.
CONDUITS.
KEEP 120 VOLT WIRING AND 480 VOLT WIRING IN SEPARATE 28.
ONE CONDUIT.
RUN MORE THAN 9 CURRENT CARRYING CONDUCTORS IN
EXCEPT FOR NIPPLES SHORTER THAN 24 INCHES, DO NOT 27.
EQUIPMENT, LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL 26.
ACTUATED CONCRETE ANCHORS ARE NOT PERMITTED.
WEDGE TYPE CONCRETE ANCHORS AND POWDER 25.
JUNCTION BOXES.
SHALL BE USED TO FASTEN CONDUIT TO ELECTRICAL
INSULATED THROAT GROUNDING TYPE CONDUIT HUBS 24.
HAND HOLES.
CONDUITS AT ALL ELECTRICAL ENCLOSURES, BOXES, AND
PROVIDE INSULATING BUSHINGS AT TERMINATION OF 23.
NAMEPLATES.
REQUIREMENT. USE NON-FERROUS SCREWS TO ATTACH
SWITCH AS S-A, S-B, ETC., DOES NOT SATISFY THIS
AND MAXIMUM FUSE SIZE (IF APPLICABLE). LABELING
NAME AND FUNCTION INCLUDING OPERATING VOLTAGE,
IDENTIFY ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT BY
RATED ENGRAVED PLASTIC WITH 3/16 INCH HIGH LETTER TO
TERMINAL BLOCKS, AND NEW EQUIPMENT, MUST BE UV
NAMEPLATES FOR NEW PANEL BOARDS, JUNCTION BOXES, 22.
WITH NFPA 70 FOR ALL CABLES INCLUDED IN THIS PROJECT.
CONCRETE CABLE TROUGHS SPACED IN ACCORDANCE
PROVIDE NONMETALLIC CABLE SUPPORTS IN GALLERIES OR
BY OTHER CONDUIT, EQUIPMENT, MACHINERY, OR PIPING.
EXPOSED CONDUITS. CONDUIT MUST NOT BE SUPPORTED
FITTING. USE STRAP TYPE CONDUIT SUPPORTS FOR
CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND
PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL 21.
GALVANIZED STEEL CONDUIT.
MINIMUM CONDUIT SIZE SHALL BE 3/4 INCH RIGID
MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND
AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.
CELSIUS, TYPE XHHW INSULATION. USE SOLID FOR #10 AWG
NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE 20.
EXITS THE CONCRETE.
AND SHALL TRANSITION TO PVC COATED RGS BEFORE IT
CONCRETE ENCASED DUCTS SHALL BE PVC SCHEDULE 40,
CONTINUOUS RACEWAY SYSTEM. UNO, ALL NEW
(RGS) TYPE CONDUIT TO PROVIDE A COMPLETE AND
FITTINGS MUST BE UL LISTED RIGID GALVANIZED STEEL
UNLESS OTHERWISE NOTED, ALL CONDUITS AND CONDUIT 19.
STANDARDS (NEMA, ANSI, ETC.).
MUST COMPLY WITH RELEVANT AMERICAN INDUSTRY
EQUIPMENT, TERMINALS, TERMINATORS, AND WIRE LABELS
COVERS, RECEPTACLES, SWITCHES, GROUNDING
LIMITED TO: CONDUIT, WIRE, CABLES, ENCLOSURES,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT 18.
SHALL BE PAINTED STEEL.
GROUNDING BLOCKS AT THE BOTTOM. THE BACKPLANE
OF THE BACKPLANE, CONTROLS IN THE MIDDLE, AND
LOCATE THE POWER TERMINAL BLOCKS TOWARD THE TOP
TERMINAL BLOCKS AND GUTTER SPACE ON BACKPLANE.
AND UV RATED. PROVIDE SPACE FOR FUTURE SPARE
TYPE, RATED 600VAC 90 DEG.C FOR COPPER CONDUCTORS,
MUST BE COMPRESSION CAPTIVE TERMINATION SCREW
TERMINAL BLOCKS IN NEW ELEVATED JUNCTION BOXES 39.
INGRESS/EGRESS HATCH IN ACCORDANCE WITH EM 385-1-1.
SHALL PROVIDE LADDER ACCESS INTO THE GALLERY
LADDER IS NOT SUITABLE FOR USE. THE CONTRACTOR
ACCESS INTO THE GALLERY. THE EXISTING PERMANENT
PERFORM PUMPING TO ALLOW AND MAINTAIN WORKER
WATER OUT OF THE GALLERY AND AS REQUIED TO
PROPERLY COORDINATE AS NEEDS REQUIRE TO PUMP
OUT BY THE GOVERNMENT. THE CONTRACTOR SHALL
PERIODICALLY CONTAINS WATER WHICH WILL BE PUMPED
IN ACCORDANCE WITH EM 385-1-1. THE GALLERY
SAFETY REQUIREMENTS SHALL APPLY AND BE ADHERED TO
THE GALLERY IS A CONFINED SPACE FOR WHICH ALL 38.
NOT PRINTED TO SCALE.
ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT
REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE
REQUIRED WORK ON THIS CONTRACT IS SHOWN ON THE
INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD 37.
ALL WIRING SHALL BE FIELD VERIFIED.
SIMILAR, AND IS ASSUMED TO BE FUNCTIONALLY IDENTICAL.
SWITCH WIRING. THIS WIRING FOR BOTH SITES IS VERY
WERE INCLUDED IN THIS SET TO SHOW STRUT ARM LIMIT
SEVERAL SHEETS ARE FROM MARSEILLES LOCK. THESE
REFERENCE DRAWINGS (Vol.I, STARVED ROCK): NOTE THAT 36.
OF ALL CABLES TO BE REPLACED OR INSTALLED.
QUANTITY, TYPE, AND TERMINAL AND RACEWAY ROUTING
CONFIRMING ITEMS INCLUDING, BUT NOT LIMITED TO: SIZE,
LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD
EQUIPMENT, CONTROL DIAGRAMS, AND CABLE NAMES AND
SEE REFERENCE DRAWINGS FOR APPROXIMATE EXISTING 35.
CONDUITS, AND AT FINAL LOAD LOCATIONS.
BOTH SIDES OF CONDUIT WHERE CABLE ENTERS AND EXITS
CABLE TRAYS, IN EACH PULLING (MANHOLE) LOCATION, ON
(APPROXIMATELY) WHERE EXPOSED IN GALLERIES OR IN
LOCATIONS: AT EACH CABLE'S SUPPLY END, EVERY 50 FEET
CABLE IDENTIFICATION LABLES IN THE FOLLOWING
RE-TERMINATED IN JUNCTION BOXES. PROVIDE PERMANENT
CONDUCTOR NUMBERING FOR CONDUCTORS TO BE
REINSTALLED. CAREFULLY MAINTAIN EXISTING CABLE &
TEMPORARILY REMOVED, REUSED, AND PERMANENTLY
PERMANENT ELECTRICAL CABLES THAT WILL BE
PERMANENT CABLE IDENTIFICATION LABELS FOR EXISTING
PERMANENTLY REMOVED. PROVIDE BOTH TEMPORARY AND
MULTICONDUCTOR CABLES THAT ARE SHOWN TO BE
IDENTIFICATION LABELS FOR SINGLE AND
MULTICONDUCTOR CABLES. PROVIDE TEMPORARY
COMMUNICATIONS SINGLE CONDUCTOR AND
INDICATOR, SIGNAL, FIRE PUMP CONTROL, AND
CABLES INCLUDING EXISTING POWER, CONTROLS,
ELECTRICAL CABLES PRIOR TO REMOVING ANY ELECTRICAL
CONTRACTOR MUST FIELD IDENTIFY ALL EXISTING 34.
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TESTING AND COMMISSIONING THE ELECTRICAL SYSTEMS•
CONTROL CONSOLES
DEMOLISH UPPER CONTROL STAND SHELTERS AND •
SWITCH ASSEMBLIES ON ALL FOUR MITER GATE LEAVES
FABRICATING AND INSTALLING NEW STRUT-ARM LIMIT •
AND TERMINATING TO NEW ELEVATED JUNCTION BOXES
REMOVING EXISTING CABLES BACK FOR REINSTALLATION •
SALVAGE
CAREFULLY REMOVE CONSOLES FOR GOVERNMNET •
UNTERMINATING EXISTING UPPER CONTROLS CONSOLES•
LEVELING (SEE #3 ABOVE).
MACHINERY OPERATION FOR FULL GATE TRAVEL FOR GATE
INSTALL TEMPORARY CONTROLS TO FORCE MITER GATE •
NAVIGATION CLOSURE PERIOD:
ALL REMAINING WORK MUST BE COMPLETED DURING THE 4B.
OTHERS)
ELECTRIC-ACTUATED AIR VALVES MANIFOLD (INSTALLED BY
CONSOLE TO THE BUBBLER AIR COMPRESSOR
THE EXISTING DOWNSTREAM LAND WALL CONTROL STAND
PROVIDE NEW EMBEDDED CONDUIT AND CABLES FROM •
OTHERS)
ELECTRIC-ACTUATED AIR VALVES MANIFOLD (INSTALLED BY
ELEVATED JUNCTION BOX TO BUBBLER AIR COMPRESSOR
LAND WALL CONTROL STAND CONSOLE THROUGH THE NEW
PROVIDE NEW CONDUIT AND CABLES FROM THE UPSTREAM •
CONSOLES WITHIN THE NEW CONTROL STAND SHELTERS.
ELEVATED JUNCTION BOXES TO THE NEW CONTROL
PROVIDE AND TERMINATE NEW CABLES FROM NEW •
PROVIDE NEW CONTROL STAND SHELTERS•
FABRICATE, TEST, AND INSTALL NEW CONTROL CONSOLES•
PROVIDE NEW EMBEDDED CONDUITS AND DUCT BANKS•
PROVIDE NEW ELEVATED JUNCTION BOXES•
RIGHT AND UPSTREAM LEFT CONTROLS CONSOLES.
CABLES AND CONDUCTORS IN THE EXISTING UPSTREAM
TRACE, IDENTIFY, AND LABEL ALL EXISTING ELECTRICAL •
BEGINNING OF THE NAVIGATION CLOSURE PERIOD:
READY FOR CONTINUED INSTALLATION BEFORE THE
WORK THAT SHOULD BE SUBSTANTIALLY COMPLETE AND 4A.
NAVIGATION CLOSURE WORK PERIOD:
RECOMMENDED DUE TO THE BRIEF DURATION OF THE
PAYMENT LINE ITEMS. THE FOLLOWING WORK SEQUENCE IS
SECTION 01 22 00 FOR ELECTRICAL MEASUREMENTS AND
4. CONSTRUCTION SEQUENCE: SEE ALSO SPECIFICATION
TO BE BYPASSED.
NOTE THAT LIMIT SWITCHES AND INTERLOCKS WILL NEED
STRUCTURES CREWS TO INSTALL AND LEVEL THE GATE.
RECESS TO MITER POSITIONS, TO ALLOW USACE
TO MOVE EACH NEW MITER GATE FULL SWING FROM
MITER-GATE MACHINERY USING TEMPORARY CONTROLS
CONTRACTOR WILL BE RESPONSIBLE FOR ENERGIZING
TO OPERATE DURING NEW MITER GATE INSTALL.
REQUIREMENT PROVISIONS TO "FORCE" GATE EQUIPMENT
SEE SPECIFICATIONS 00 73 05 FOR SPECIAL COORDINATION 3.
REQUIREMENTS.
COORDINATED. SEE OTHER COMMISSIONING
STATUS. GOVERNMENT PERSONNEL WILL ATTEND AS
KEPT INFORMED OF THE COMMISSIONING PROGRESS AND
LIMIT SWITCH FUNCTION. THE GOVERNMENT SHALL BE
TO DEMONSTRATE PROPER INTERLOCK AND STRUT-ARM
TEMPORARY JUMPER WIRING MAY BE USED AS APPROVED,
DEMONSTRATE PROPER LOCK EQUIPMENT OPERATION.
STANDS HAS MAINTAINED PROPER FUNCTION, TO
AND THAT THE FUNCTION OF THE LOWER CONTROL
COMMISSIONING OF THE UPSTREAM CONTROL STANDS,
LESS THAN 7 DAY PRIOR TO FORMAL START OF
PROVIDE A REQUEST TO START THE COMMISSIONING NOT
OTHERWISE APPROVED, THE CONTRACTOR SHALL
COMMISSIONING PLAN FOR APPROVAL. UNLESS
SERVES. THE CONTRATOR SHALL PREPARE AND SUBMIT A
AND PILOT LIGHT VERIFICATION WITH THE FUNCTION(S) IT
CONTROL CIRCUIT, INTERLOCK BYPASS CONTROL CIRCUIT,
FILLING/EMPTYING VALVE AND MITER GATE INTERLOCK
FILLING/EMPTYING VALVE CONTROL OPERATIONS,
UPSTREAM AND DOWNSTREAM MITER GATES AND
CORRECTLY, TESTS SHALL INCLUDE ALL POWER CIRCUITS,
VERIFY THAT THE NAVIGATION LOCK OPERATES
REQUIRED TO MAINTAIN A FULLY FUNCTIONAL SYSTEM. TO
REPAIR NAVIGATION LOCK ELECTRICAL FUNCTIONS AS
CONDUCT A PERFORMANCE ASSESSMENT TEST AND SHALL
PROBLEMS ARE CORRECTED. THE CONTRACTOR SHALL
FAILURES THEN THE TEST TIME SHALL START AGAIN AFTER
DOWNSTREAM BOUND CYCLES AND IF THERE ARE ANY
THAN TWO UPSTREAM BOUND CYCLES AND TWO
NAVIGATION LOCK BY RUNNING IT THROUGH NOT LESS
CONTROLS INSTALLED. THE CONTRACTOR SHALL TEST THE
CIRCUITS AND SYSTEMS RELATED TO ALL NEW WIRING AND
LOWER LANDWALL. THE CONTRACTOR SHALL TEST ALL
CORRECT BUBBLER VALVE OPERATION FOR UPPER AND
EACH CONTROL STAND CONSOLE, AND SHALL VERIFY
INTERLOCK, ALL LIGHTING CONTROL OPERATIONS FROM
PROPER OPERATION AND FUNCTION OF EACH MITER GATE
PROPER-OPERATION OF ALL LOCK MACHINERY INCLUDING
ALL LOCK CONTROLS TO CONFIRM FULL-FUNCTION AND
CONSTRUCTION OF THIS PROJECT. TEST AND COMMISSION
FUNCTION IN THE SAME MANNER AS IT DID PRIOR TO
OPERATION. THE LOCK MACHINERY SHALL OPERATE AND
SHALL ALL BE RESTORED TO PRE-CONSTRUCTION
COMMUNICATION, AND LIGHTING SYSTEMS FUNCTIONS
THE NAVIGATION LOCK POWER, CONTROL, 2.
I1.COMMISSIONING REQUIREMENTS:
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COMPLETELY FUNCTIONAL LOCK OPERATING SYSTEM.
COORDINATE WITH COR TO CONFIRM AND DEMONSTRATE A
CONTROL CONSOLES AND MITER LIMIT-SWITCHES.
CONTROLS, INTERLOCKS AND LIGHTING ASSOCIATED WITH
TERMINATE, TEST, AND COMMISSION ALL LOCK POWER, I.
LOADS.
RECONNECT TO UPSTREAM LIGHTING AND RECEPTACLE
NEW UPPER CONTROL CONSOLE LOCATIONS TO
PROVIDE NEW CONDUCTORS AND RACEWAY ROUTED FROM H.
REFERENCE SHEETS).
THE ENTIRE STRUT-ARM LIMIT SWITCH ASSEMBLY. (SEE
STAINLESS STEEL MOUNTING PLATES AND COVERS OVER
CONTROL CONSOLE CONNECTIONS. FABRICATE NEW
LOCATION. NEW ROUTING WILL BE REQUIRED FOR UPPER
CABLES AND RACEWAY TO EACH CONTROL STAND
GATE LEAVES (16 TOTAL PER LOCK)), INCLUDING NEW
SWITCHES ((4) LIMIT SWITCHES FOR EACH OF FOUR MITER
REPLACE EXISTING MITER GATE STRUT-ARM LIMIT G.
STANDS.
STAND ELECTRICAL CABLING TO THE NEW CONTROL
INSTALL NEW CABLES TO CONNECT EXISTING CONTROL F.
STANDS.
TO NEW CABLES TO FEED THE NEW ELEVATED CONTROL
CONTROL STAND, FOR CONNECTION OF EXISTING CABLES
ABOVE THE TOP OF THE LOCK WALL BEHIND EACH UPPER
MOUNTED WITH BOTTOM OF BOXES NOT LESS THAN 4-FT
CONTROL STAND TO BE REMOVED, AND TERMINAL BLOCKS,
INSTALL (2) NEW OVERSIZED JUNCTION BOXES PER E.
BE RECONNECTED AND MAINTAINED.
HEATERS, HEAT PUMP, AND OTHER APPURTENANCES TO
PANELBOARD, LIGHTING, CONVENIENCE RECEPTACLES,
UPSTREAM, INCLUDING NEW INTERNAL ELECTRICAL
CONTROLS CONSOLES IN NEW LOCATION FURTHER
INSTALL NEW ELEVATED CONTROL STAND SHELTERS AND D.
CABLES DEEMED AS ABANDONED TO THE LOADS.
OUT TO THE BACK SIDE OF THE LOCKWALL. DEMOLISH
OF THE LOCKWALL AFTER CAREFULLY PULLING ALL CABLES
GOVERNMENT SALVAGE) AND DUCT BANKS TO THE BACK
CONTROLS CONSOLES (PROTECT AND MAINTAIN FOR
DEMOLISH BOTH UPPER CONTROL STAND SHELTERS, C.
ELEVATED JUNCTION BOX.
PAIR DIRECT BURY RATED TELEPHONE CABLE FROM NEW
TELEPHONE, AND NEW 66 BLOCKS TERMINATED TO NEW 25
STANDS FOR RE-INSTALLATION OF MARINE RADIO,
COORDINATE MOUNTING LOCATION IN NEW CONTROLS
CONTROL CONSOLE. PROVIDE MOUNTING PLATE AND
THAT FEED EXISTING CONTROL STAND SHELTER AND
CONSOLE FOR GOVERNMENT SALVAGE. DEMOLISH DUCTS
CAREFULLY REMOVE AND PROTECT EXISTING CONTROLS B.
EXISTING MITER-GATE ANCHORAGE(S).
LAND SIDE OF LOCKWALL TO ALLOW DEMOLITION OF
OUT OF DUCTS TO EXISTING WIRING ACCESS MANHOLE ON
EXISTING CONTROL STANDS. PULL THE EXISTING CABLES
ALL POWER AND CONTROLS CABLES THAT ARE IN USE IN
RING-OUT, VERIFY, LABEL, DETERMINATE, AND PROTECT A.
ELECTRICAL WORK WILL INCLUDE BUT IS NOT LIMITED TO: 2.
MARKINGS.
PHOTO TAKEN, AND PHOTOS OF DUCT BANK LOCATOR
AND CONTROLS, LABELED TO INDICATE LOCATION OF
PRE-CONSTRUCTION CONDITION PHOTOS OF EQUIPMENT
FUNCTIONS. DOCUMENTS WILL INCLUDE
FILLING/EMPTYING VALVE OPERATION "OPEN" VS "CLOSE"
STRUT-ARM LIMIT SWITCH SETTINGS, MITER GATE AND
ITEMS SUCH AS ROTATING CAM LIMIT SWITCHES, THE
PRE-CONSTRUCTION CONTROLS SETTINGS INCLUDING
CONTRACTOR MUST PROVIDE SUBMITTAL DOCUMENT OF
AS A PART OF THE COMMISSIONING PLAN SUBMITTAL, 1.
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SHEET KEYNOTES
A1
UPSTREAM LANDWALL
4DUCT BANK
DEMOLISH EXISTING
9 NEW 3/4 INCH PVC COATED RGS MITER GATE STRUT ARM LIMIT SWITCH ASSEMBLY 9
NEW MITER GATE LEAF
ROUTING TO NEW CONTROL STAND LOCATION
NEW STRUT ARM LIMIT SWITCH RACEWAY
0 4' 8'SCALE : 3/16"=1'-0" 12'
EXISTING MITER GATE STRUT ARM
STAND AND CONSOLE
EXIST CONTROL
A1 E-202
CONNECTIONS.
SEE REFERENCE DRAWINGS FOR EXISTING CABLES AND 2.
SEE NOTES ON SHEET E-001.1.
AND RACEWAY.
CONTROLS CABLE
BUBBLER VALVE
DEMOLISH EXISTING
A4 E-303
GALLERY
NEW CONDUIT PENETRATIONS INTO HANGERS IN MACHINERY PIT
INSTALL CEILING MOUNT CABLE
GALLERY
ACCESS HATCH
MACHINERY PIT
INSTALLED SEE E-202
WITH CONDUIT SLEEVES
(6) 3" DIAGONAL CORE DRILLS
CABLE(S)
LIGHTING
EXISTING
STRUT ARM LS AND TRACK HEATER
FOR CONNECTIONS TO MG
REPLACE EXISTING DB WITH NEW
STRUT ARM ROLLER TRACK
CONTROL CONSOLE
LOCATION OF NEW
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CABLE AND RACEWAY
NEW BUBBLER VALVE CONTROLS
NEW CONDUIT INTO GALLERY FOR
CORE DRILL AND SEAL AROUND
HAND HOLE TO REMAIN.
EXISTING WIRING AND GALLERY ACCESS
BOX
ACTUATOR
VALVE
PIPING
BUBBLER
EXISTING
GALLERY
4.5 FT TO SECURE NEW CABLES IN
METALLIC CABLE RACKS EVERY
INSTALL WALL MOUNT NON
ENCASED CONDUITS
40, CONCRETE
INCH PVC SCHEDULE
NEW DUCT BANK, (6) 3
ED JUNCTION BOXES
INSTALL NEW NEMA 4X, OVERSIZED ELEVAT
SHELTER
STAND
NEW CONTROL
No. 7088K218
DESIGN BASIS McMASTER-CARR PART
FULL GATE MOTION.
STRUT ARM LIMIT SWITCH TO ALLOW
SOW CORD FOR CONNECTION TO
4 FT SECTION OF RETRACTING TYPE
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CONTRACTOR AND PANELBOARD RESPECTIVELY.
RECEPTACLES FROM NEW CONTROL STAND LIGHTING
RECEPTACLE LOADS. REFEED THESE LIGHTS AND
DUCT TO EXISTING LIGHTING AND CONVENIENCE
UNDER /THRU NEW TRENCH TO RE-ESTABLISH CONTINUOS
ASSUMING LIGHTING DUCT WILL BE CUT, INSTALL NEW DUCT
FALLING DOWN INTO WATER IN THE MACHINERY PIT.
AND PULL BACK AND PROTECT CONDUCTOR ENDS FROM
TRENCH DUCT BANK, UNTERMINATE CABLES IN LIGHT POLE(S)
LIGHTING CABLES: TO ALLOW SAW-CUTTING NEW CABLE 14.
CONNECTING RIGID CONDUIT.
HYDRAULIC HOSE WITH CUSTOM ENDS TO MATE UP WITH
CONDUIT CONVERSION: USE STAINLESS STEEL BRAIDED
SS BRAIDED HYDRAULIC HOSE TO LIQUIDTIGHT FLEXIBLE 13.
SHEET E-109 AND STRUCTURAL SHEETS
ELEVATED CONTROL STAND SHELTER: SEE ELECTRICAL 12.
APPROPRIATE TERMINAL BLOCKS OR PANELBOARD.
NEW CONTROL STAND, TERMINATE CONDUCTORS TO
NEW CABLE FROM STRUT ARM LS AND TRACK HEATER TO
FUTURE USE; INSTALL PLUG ON EACH END OF SPARE. INSTALL
SPARE DUCT WITH NYLON PULL STRING INSTALLED FOR
INSULATED GROUND FOR STRUT ARM TRACK HEATER, AND (1)
GROUND FOR STRUT-LS, AND 3/C #10AWG + #12 AWG GREEN
DUCT WITH 6/C #10AWG + #12 AWG GREEN INSULATED
NEW CONCRETE-ENCASED 2 INCH PVC SCH.40 DUCTS: (1)
FROM GALLERY ACCESS TO QUOIN END GATE RECESS: (2)
STRUT ARM TRACK HEATER (MARSEILLES ONLY) WIRING
REPLACEMENT DUCTS FOR STRUT-ARM LIMIT-SWITCH AND 11.
MATCH EXISTING OPERATION.
AS REQUIRED TO MAKE PROPER LEVER-ARM ACTUATION TO
MOUNTING PLATE WITH NEW LIMIT SWITCH BOLT PATTERNS
TEMP OPTION CODE L40;. FABRICATE NEW STAINLESS STEEL
OPTION; OPERATING TEMPERATURES -40°C - 75°C WITH LOW
CONTACTS, SILVER ALLOY AND GOLD-PLATED CONTACT
IP67 RATINGS; DPDT, SNAP ACTION, POSITIVE-BREAK
LIMIT SWITCH, ADJUSTABLE LEVER, NEMA 1, 4, 12, 13, AND
SWITCH REPLACEMENT IS: Honeywell SZL-VL-S SIDE ROTARY
MOUNTING, AND WIRING). THE DESIGN BASIS FOR THE LIMIT
ASSEMBLY. (SEE REFERENCE SHEETS FOR DIMENSIONS,
COVERS OVER THE ENTIRE STRUT-ARM LIMIT SWITCH
INCLUDING NEW CABLES, RACEWAY, AND FABRICATE NEW
(16 LEVER-ARM LIMIT SWITCHES TOTAL PER LOCK)),
((4) LIMIT SWITCHES FOR EACH OF FOUR MITER GATE LEAVES
REPLACE EXISTING MITER-GATE STRUT-ARM LIMIT SWITCHES 10.
AFFECTING THE CONDUIT INSTALLATION.
GATE SO THAT THE GRATING MAY BE REMOVABLE WITHOUT
TO THE NON-REMOVABLE WALKWAY STRUCTURE OF THE
ALLOWED. INSTALL CLAMP-ON CONDUIT HANGERS FASTENED
OR DRILLING TO THE NEW GATE STRUCTURE IS NOT
MITER GATE STRUT ARM LIMIT SWITCH RACEWAY: WELDING 9.
EXPAND TO 2 LEVELS (2x3). SEE DETAILS ON SHEET E-502.
CONCRETE FILL. NOTE THAT DUCT ARRANGEMENT WILL
ENCASED DUCTS TO MAINTAIN PROPER SPACING AND
8. USE PLASTIC CLIP-ON SPACERS ON NEW CONCRETE
ELEVATED CONTROL STAND.
RACEWAY AS REQUIRED TO CONTROLS CONSOLE IN THE NEW
BUBBLER VALVE CONTROLS CABLE IN EXISTING AND NEW
INSTALL NEW 4/C #12 XHHW + GREEN INSULATED GROUND 7.
CONTROL STAND.
FROM ELEVATED JB TO TERMINATE IN NEW ELEVATED
INSTALL NEW DUCT BANK AND THEN INSTALL NEW CABLES 6.
REFEED NEW ELEVATED CONTROL STANDS. SEE SHEET E-501.
BOXES TO ALLOW SPLICING NEW CABLES TO EXISTING, TO
INSTALL NEW NEMA 4X, OVERSIZED ELEVATED JUNCTION 5.
GATE ANCHORAGE REPLACEMENT.
STAND TO HAND HOLE, DEMOLISH DUCT BANK TO ALLOW
4. AFTER PULLING BACK EXISTING CABLES FROM CONTROL
CONDUITS FROM NEW JB TO NEW CONTROL STAND.
STANDS. INSTALL NYLON PULL STRINGS IN (2) SPARE
NEW CABLES FROM NEW JB's TO NEW ELEVATED CONTROL
CONDUITS TO 'EXTEND' EXISTING CABLES CONNECTIONS VIA
CABLES IN (6) NEW CONCRETE ENCASED 3 INCH PVC
CONTROLS, POWER, LIGHTING, INDICATOR, AND PHONE
COATED RGS CONDUITS INTO MACHINERY PIT. INSTALL NEW
TRENCH INTO MACHINERY PIT. INSTALL (6) NEW 3 INCH PVC
CORE DRILL NEW CONDUIT PENETRATIONS FROM NEW 3.
REFEED NEW ELEVATED CONTROL STAND IN NEW LOCATION.
EXISTING CONTROL STAND CABLES TO NEW CABLES TO
AND NEW TERMINAL BLOCKS FOR CONNECTION TO EXTEND
NEW 3 INCH CONDUITS UP TO NEW ELEVATED JUNCTION BOX
CONTROL STAND AND RE ROUTE EXISTING CABLES UP INTO
GALLERY. PULL BACK EXISTING CABLES FROM EXISTING
BOXES AND INSULATED THROAT CONDUIT BUSHINGS IN
INSTALL MEYERS HUBS GROUNDING STYLE BUSHINGS AT
FULL LENGTH OF EACH CORE DRILL TO SEAL THE CONDUITS.
GROUT IN ANNULAR SPACE AROUND EACH NEW CONDUIT THE
ELBOW UP TO EACH JUNCTION BOX. INSTALL NON SHRINK
3 INCH PVC COATED RGS CONDUITS THRU LOCK WALL AND
ELEVATED JUNCTION BOXES INTO GALLERY. INSTALL (6) NEW
CORE DRILL NEW CONDUIT PENETRATIONS FROM NEW 2.
AND INSTALL NEW ELEVATED CONTROL STAND.
FOR GOVERNMENT SALVAGE. DEMOLISH CONTROL STAND,
REMOVE AND PROTECT EXISTING LOCK CONTROLS CONSOLE 1.
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P R
O J E
C T C
O D
E
SHEET ID
A A
A A
A
SHEET KEY NOTES
NO SCALE
C1
PERMANENT CABLE SPLICE JUNCTION BOXES ELEVATION
7 9
1 TYPICAL
NO SCALE
C4
RIGHT VIEW
A3
E-502
NO SCALE
A3
VERTICAL SUPPORT DETAIL
FLOW
TOP OF LOCK WALL
GALLERY
FROM
STAND
NEW CONTROL
CABLES TO
PERMANENT
NEW
RGS
PVC COATED
(6) 3"
FLOOD ELEVATION
IS NLT +18" ABOVE 500 YEAR
TOP OF THE LOCK WALL WHICH
ELEVATION 8 FEET ABOVE THE
BOX MUST BE INSTALLED AT AN
THE BOTTOM OF THE JUNCTION
TOP OF LOCK WALL
TYPICAL
BOX SUPPORTS,
NEW JUNCTION
TYPICAL
STRUCTURAL STEEL,
BOLT CONNECT TO
TYP OF 6
3.5" O.D., GALLERY
FROM
EXISTING CABLES
STAND
NEW CONTROL
INTO GALLERY TO
NEW CABLES
TYPICAL
(6) 3" RMC
PANELS
ENCLOSURES ON BACK
INSTALLED INSIDE
JB-4B (IW) MUST BE
(LW), AND JB-4A AND
FOR JB-2A AND JB-2B
DIAGRAMMATICALLY)
(SHOWN HERE
NOTE THAT TERMINALS
A N
S I
D p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
Y .M
IL
:C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
S ta rv e d R o c k \B
IW
L D
C
A D V
O L I -V
O L I I
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N \P la n S e ts \S h e e ts \B
IW
L D
V O
L I_
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:4
:2
A
M b e c d d rd
/3
/2
R O
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
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A R
M Y C
O R
P S O
F E
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IN
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IW
L D
V O
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E-501
S A
L L E C
O U
N T
Y
IL
IL
L
IN
O
IS
R
IV
E R B
A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
B
IW
L D
TYPICAL
CHANNEL STRUT
1 5/8" x 1 5/8"
HOT-DIPPED GALVANIZED STEEL.
STRAPS AND HARDWARE SHALL BE
ALL CHANNEL STRUT, FITTINGS, 1.
NOTES:
JB-2A
JUNCTION BOX,
NEW TERMINAL
JB-2B
JUNCTION BOX,
NEW TERMINAL
(SEE PLAN SHEET(S))
OF UPSTREAM LOCK WALL
INSTALLED AT BACK FACE
J U
N C
T
IO
N B
O X D
E T
A
IL
S
BREATHER
NEMA 4X DRAIN
MUST BE SOLID COPPER WIRE NOT LESS THAN 8 AWG SIZE.
ALL CONDUITS AND METAL PARTS SHALL BE BONDED TO GROUND. BONDING CONDUCTORS 8.
JUCTION BOXES AFTER COMPLETION OF CONDUCTOR INSTALLATION.
INSTALL AND APPLY ELECTRICAL NO-OXIDE SPRAY ON ALL NEW TERMINALS INSIDE NEW 7.
PHYSICALLY ISOLATED FROM EACH OTHER.
PREVENT GALVANIC CORROSION. DISIMILAR METALS ADJACENT TO EACH OTHER MUST BE 6.
HUBS. MYERS HUB MUST BE STAINLESS STEEL MATERIAL AND FINISH.
STAINLESS STEEL ENCLOSURES WITH GROUNDING TYPE, INSULATED THROAT MYERS CONDUIT
5. CONDUIT CONNECTIONS TO ELECTRICAL ENCLOSURES. CONNECT ALL NEW CONDUITS TO NEW
CONCRETE.
SHALL BE PVC COATED, EXTENDING AT LEAST 2 INCHES INTO AND 2 INCHES OUT OF THE
RESIN, OR EPOXY COATING SYSTEM. THE CONDUIT AT CONCRETE/ATMOSPHERE INTERFACES
50 PERCENT OVERLAY, OR SHALL HAVE A FACTORY APPLIED POLYVINYL CHLORIDE, PLASTIC
FIELD WRAPPED WITH 0.010 INCH THICK PIPE WRAPPING PLASTIC TAPE APPLIED WITH A
SLAB-ON-GRADE OR IN THE EARTH OR PENETRATING/EXITING CONCRETE SHALL BE
UNLESS NOTED OTHERWISE. RIGID GALVANIZED STEEL CONDUITS INSTALLED BELOW
OTHERWISE. ALL NEW CONDUIT MUST BE HOT DIPPED GALVANIZED RIGID STEEL CONDUIT
ALL ELECTRICAL WIRING SHALL BE PROTECTED BY A CONDUIT SYSTEM UNLESS NOTED 4.
IN SIMILAR EXTENSION METHOD IN THE NEW JUNCTION BOXES.
LISTED IN GENERAL SHEET NOTE 2 AND ADDRESS THE CABLES WITH LOADS TO BE MAINTAINED
LOCATION. IDENTIFY AND REPORT ADDITIONAL CABLES THAT ARE ENCOUNTERED BUT NOT
PROPERLY EXTEND THE EXISTING ELECTRICAL CABLES TO THE NEW CONTROL STAND
CONDUCTOR LABELS. PROVIDE NEW JUNCTION BOXES, TERMINALS, AND CONDUCTORS TO
THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CABLES, SIZES, LABELS AND INDIVIDUAL 3.
1/0 AWG GROUND CONDUCTORF.
ONLY)
BULL GEAR PIT SUMP PUMP (120V DUPLEX), AND 5KW (2P) BULL GEAR HEATER…
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