Amd_0001-PLAN_SET-VOLIII_MA.pdf
PDF 7 MB Posted
- Attached to
- ILLINOIS RIVER BASIN; MARSEILLES AND STARVED ROCK LOCKS; LASALLE COUNTY, IL, MITER GATE INSTALLATION
- Solicitation number
- W912EK19R0012
About this file
W912EK19R0012 Amendment 0001 Plan Set Volume III Marseilles
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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 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
II
I_
S D x x x .d g n
:0
:3
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
SD101
R
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
IN
D .D
IL
L O
N
A S S
H O
W N
B
IW
L D
CHAMBER
LOCK
N
SD105
A1
SD110
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
F L
O W
C O
N C
R E
T E D
E M
O L
IT
IO
N
P L
A N
A1
PLAN - UPSTREAM
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.
01+93.04
MJ STA
02+39.25
MJ STA
02+39.25
MJ STA
01+93.04
MJ STA
L A
S A
L L E C
O U
N T
Y
IL
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
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
B
IW
L D
V O
L
II
I_
S D x x x .d g n
VOLUME III
A6
SD315
PIT
GEAR
BULL
PIT
GEAR
BULL
EL 486.5 EL 486.5
VALVE PITS
VALVE PITS
EL 462.32
W E
K
R
E J
O H
N S
O N
/0
/0
(EL 461.65)
(E L 4
.65
(EL 464.65)
''4 121' 9
EL 445.0
SD315
A1
SOLICITATION
M U
L T
IP
L E S
IT
E S
B J
O N
E S
A .C
A M
P B
E L L
RIVERWALL RECESS
UPPER MITER GATE
LANDWALL RECESS
UPPER MITER GATE
LANDWALLRIVERWALL
STAND TO BE REMOVED
EXISTING CONTROL
STAND TO BE REMOVED
EXISTING CONTROL
LIGHT POST LIGHT POST
EL 462.32
TANGENCY
POINT OF
TANGENCY
POINT OF
A B
C /2
/2
A M
D N
O .0
A
D D
E D D
E M
O L
IT
IO
N D
E T
A
IL
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
II
I_
S D x x x .d g n
:0
:3
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
SD110
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
IL
L O
N
A S S
H O
W N
B
IW
L D
P L
A N
FLOW
C O
N C
R E
T E D
E M
O L
IT
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
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
L A
S A
L L E C
O U
N T
Y
IL
B
IW
L D
V O
L
II
I_
S D x x x .d g n
VOLUME III
A1
SD210
D4
SD302
A1
SD301
D1
SD302
A1
SD302
A4
SD302
D1
SD301
0 2' 4' 8'SCALE : 1/4"=1'-0"
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.
''2 111'-3 5'-2''
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
A .C
A M
P B
E L L
M U
L T
IP
L E S
IT
E S
2'-6''
L A
N D
W A
L L U
P S
T R
E A
M
A1
PLAN - UPPER LANDWALL RECESS
SOLICITATION
A B
C J
U L
A M
D N
O .0
A
D D
E D D
E M
O D
E T
A
IL
A B
C J
U L
BY OTHERS
DEMOLITION DONE
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
II
I_
S D x x x .d g n
:0
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
SD120
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
P L
A 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
B
IW
L D
V O
L
II
I_
S D x x x .d g n
VOLUME III
FLOW
A1
SD220
0 2' 4' 8'SCALE : 1/4"=1'-0"
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T E
R M
U L T
IP
L E S
IT
E S
SOLICITATION
L A
N D
W A
L L D
O W
N S
T R
E A
M
A1
PLAN - LANDWALL DOWNSTREAM
2'-6''
DEMOLITION DONE BY OTHERS
A M
D N
O .0
C
H A
N G
E D C
O N
C R
E T
E D
E M
O L
IT
IO
N D
E T
A
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
II
I_
S D x x x .d g n
:0
:3
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
SD210
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
IL
L O
N
A S S
H O
W N
B
IW
L D
E L E
V A
T
IO
N
C O
N C
R E
T E D
E M
O L
IT
IO
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
B
IW
L D
V O
L
II
I_
S D x x x .d g n
L A
S A
L L E C
O U
N T
Y
VOLUME III
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
A1
SD304
TOW EL 486.5
A1
ELEVATION - UPPER LANDWALL RECESS
A6
SD303
A1
SD303
EXISTING CONTROL STAND TO BE REMOVED
W E
K
R
E J
O H
N S
O N
/0
/0
EL 461.13
PINTLE BEARING
EL. 461.13
DEMO
RIVERWALL AS SHOWN. LANDWALL SIMILAR, OPP HAND.4.
EXISTING SILL NOT SHOWN FOR CLARITY.3.
HANDRAIL NOT SHOWN FOR CLARITY.2.
EXISTING ARMOR FLUSH AT REMOVAL LIMITS.
REMOVE CONCRETE AND EXISTING WALL ARMOR. CUT 1.
M U
L T
IP
L E S
IT
E S
B J
O N
E S
A .C
A M
P B
E L L
5'-2''
''2 12'-6
SOLICITATION
L A
N D
W A
L L U
P S
T R
E A
M
A M
D N
O .0
U
P D
A T
E D D
E M
O L
IT
IO
N A
R E
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
II
I_
S D x x x .d g n
:0
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
SD220
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
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
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
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
VOLUME III
B
IW
L D
V O
L
II
I_
S D x x x .d g n
TOW EL 486.50
M U
L T
IP
L E S
IT
E S
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
SOLICITATION
L A
N D
W A
L L D
O W
N S
T R
E A
M
A1
ELEVATION - LANDWALL DOWNSTREAM
2'-6''
EL 441.0
CHAMBER FLOOR
A B
C /2
/2
A M
D N
O .0
C
H A
N G
E D E
L E
V A
T
IO
N D
E T
A
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
II
I_
S -1 x x x .d g n
:0
: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
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
O U
N T
Y
IL
M U
L T
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
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
SOLICITATION
S-541
F4
S-541
F1
2'-5""2 17 2'-5""2
17 "2 174'-6""2
B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
/2
/2
K M
B A
M D N
O .0
C
H A
N G
E D W
A L L C
O L
U M
N D
E 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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
:0
:2
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
S-210
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
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
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
ELEVATION - LANDWALL UPSTREAM
S-241
A1
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
A6 S-303
A1 S-303
''4 36'-6
2'-4''
2'-5''
8''
''OPP.
OPP.
VOLUME III
B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
TOW EL 486.50
EL 460.50
L A
N D
W A
L L U
P S
T R
E A
M
M U
L T
IP
L E S
IT
E S
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
SOLICITATION
2'-6''
F1 S-303
A M
D N
O .0
C
H A
N G
E D E
L E
V A
T
IO
N D
E T
A
IL
A B
C /2
/2
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
II
I_
S -3 x x x .d g n
:0
:3
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
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
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
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
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
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
W E
K
R
E J
O H
N S
O N
/0
/0
M
U L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
R
SOLICITATION
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
F1
SECTION - LANDWALL UPSTREAM
GENERAL SHEET NOTES
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.
.2
M J S
T A
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
(2) #6B
#4B
(2) #6B
#4B(2) #4 (2) #4
''2 111'-3
''2 16'-6
C L E
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
8''
8''
J
C /2
/2
F6
SECTION - LANDWALL DOWNSTREAM
A M
D N
O .0
A
D D
E D C
O N
C R
E T
E D
E T
" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
STEEL PLATE
" STAINLESS4
PLATE AT DOOR OPENING
" STAINLESS STEEL16
3" X 44
#8 BAR IN COLUMN
#8 BAR IN COLUMN
A1
SECTION
A3
SECTION
A6
SECTION
A8
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
ALLOWED
STUD WELD
S-542 FOR BOLT SPACING
WITH WASHERS/NUTS, SEE SHEET
" DIA. X 2" BOLTS2
1PLATE WITH (4)
" STAINLESS STEEL2
1" X 52
1" X 52
INTO 1'-0" WIDE WALL
EXTEND #4 BAR 2'-0"
E M
B E
D M
E N
T O
F
B
A R
SHOWN ON SHEET S-341
SEE BUILDING SECTION
FOR WALL REINFORCING
E M
B E
D M
E N
T O
F
B
A R
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
ALLOWED
STUD WELD
SHOWN ON SHEET S-341
SEE BUILDING SECTION
FOR WALL REINFORCING
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
ALLOWED
STUD WELD
ALLOWED
STUD WELD
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
S-142 FOR LOCATION
SHEETS S-541 AND
BULKHEAD DETAILS ON
COUPLER NUTS, SEE
TYP. - STAINLESS STEEL
S-544 FOR LOCATION
SHEETS S-544 AND
BULKHEAD DETAILS ON
COUPLER NUTS, SEE
TYP. - STAINLESS STEEL
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
PLATE AT DOOR OPENING
" X 2" STAINLESS STEEL4
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
: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
J
O H
N S
O N
A S S
H O
W N
D
D
IL
L O
N
B J
O N
E S
W A
L L C
O L
U M
N
C O
N T
R O
L S
T A
N D
S-342
S E
C T
E
K
R
L A
S A
L L E C
O U
N T
Y
IL
M U
L T
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
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
@12" O.C.
#3 HOOP
#3 VERTICAL BAR
#3 BAR
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
VOLUME III
/2
/2
K M
B A
M D N
O .0
C
H N
A G
E D W
A L L C
O L
U M
N D
E T
A
IL
S
1 1
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 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
A1 S-503-A1
"4
3"
R"4 15'-0
3"
"2 11 "
" PL4
"16
"16 111'-2
"2
"2
"4
"16 111'-2
A5 S-503-A5
2'1'0SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
S -5
-A
-2
S
P A
C E
S
S -5
-A
-2
"Øx6"4
TYP
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
1 ASTM A36
S
P A
C E
S
S -5
-A
-1
S -5
-A
-1
S-503-A1-1
2 S-503-A1-2 ASTM A36
3 S-503-A5
CORNER ARMOR PL
CORNER ARMOR PL
SEAL CASTING
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN ASTM A27 GR65-35
ALL FACES TO HAVE A 125 SURFACE FINISH FOR S-503-A5.1.
GENERAL SHEET NOTES
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:2
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
IW
L D
V O
L
II
I_
S -5 x x x .d g n
E J
O H
N S
O N
K
A T
W A
T E
R
N .T .S
D
D
IL
L O
N
B J
O N
M O
R
S-503
D E
T A
E
K
R
L A
S A
L L E C
O U
N T
Y
IL
M U
L T
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
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
TOT QTY
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D Q
U A
N T
IT
IE
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 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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.T .S
S-512
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
K
A T
W A
T
S-512-A1
D E
T A
IL
S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
B
IW
L D
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
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2 15'-9
R
"2 16'-
R
3"
6"
"4
A6
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
" PL4
STUD ANCHOR
"Ø X 8"4
"4
"4 3L6x6x
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
TOT QTY
2S-512-A1
ASTM A36
G R
A T
IN
G
W E
K
R
TYP
A4
A6
A4
ELEVATION
WALKWAY SUPPORT
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D Q
U A
N T
IT
IE
S
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E S
SOLICITATION
M U
L T
IP
L E S
IT
E 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 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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-513
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
A T
W A
T
S-513-A1
D E
T A
IL
S
/0
/0
B
IW
L D
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
C O
R N
E R A
R M
O R C
A S
T
IN
G
0 3" 6" 9" 12"SCALE : 3"=1'-0"
MATERIAL SCHEDULE
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
1S-513-A11 ASTM A27 GR65-35
A8
CORNER ARMOR CASTING
A8
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"16
"8
9"
"2
6'-R
8"R
"4
R
6.
"16
"16
"16
"16
10.3296°
1"
W E
K
R
1 OPP. HAND
1 AS SHOWN
"2
" @ 1'-0"8 32"x1'-0"x
(3) STRAP ANCHORS
" @ 1'-0"8 32"x1'-0"x
(2) STRAP ANCHORS
s p
M U
L T
IP
L E S
IT
E S
SOLICITATION
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D Q
U A
N T
IT
IE
S
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E 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 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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-514
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
A T
W A
T
AA
S-514-A1
D E
T A
IL
S
A R
M O
R
0 3" 6" 9" 12"SCALE : 3"=1'-0"
/0
/0
B
IW
L D
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
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N W
E
K
R
MATERIAL SCHEDULE
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
1S-514-A11 ASTM A27 GR65-35CORNER ARMOR CASTING
1 OPP. HAND
1 AS SHOWN
A9
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8
"16 111'-2
"4 33'-10
R
A9
"4
STUD ANCHOR
"Ø X 8"4
37 "8
12'-7" = 4
34 SP @ 7
BUILT-UP MEMBER MADE FROM ASTM A36 PLATES.
THIS CAN BE FABRICATED AS AS CASTING OR AS A 1.
GENERAL SHEET NOTES
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E S
M U
L T
IP
L E S
IT
E S
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
VOLUME III
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D Q
U A
N T
IT
IE
S
SOLICITATION
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 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
S-530-A1-2
S-530-A1-1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-530
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
A T
W A
T
S-530-A1
D E
T A
IL
/0
/0
B
IW
L D
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
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO.
MG SEAL PLATE
OPP. HAND AS SHOWN
1"
W8x67
LC W8x67
A8 S-530-A8
S-530-A1-1
S-530-A1-2
TOT QTY
W8x67
ASTM A992 GR50
ASTM A992 GR50
1 OPP. HAND
1 AS SHOWN
1 OPP. HAND
1 AS SHOWN
2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0"
W E
K
R
S
IL
L P
L A
T E
"16 1561'-5
A8
2'x14" R
OPP. HAND
MIRROR LINE FOR
"Ø x 6"4
1'-0" 1'-0"
TYP
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
SOLICITATION
M U
L T
IP
L E S
IT
E S
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D Q
U A
N T
IT
IE
S
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E 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 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
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
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
ALUMINUM DOOR FRAME ALUMINUM DOOR FRAME
WINDOW / DOOR DOOR
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
6"
#4 @ 12
STEEL COUPLER NUTS
PLATE WITH STAINLESS
" X 4" STAINLESS STEEL4
1'-0" THICK WALL SECTION
#4 BAR @ 12" EMBED 9" INTOAND ELEVATION FOR LOCATIONS
FIXED WINDOW UNIT, SEE PLAN
"2 15 "2
#4 @ 12
ELEVATION FOR LOCATIONS
UNIT, SEE PLAN AND
SLIDING WINDOW
COLUMN INTERFACE
STOP AT WALL TO
HYDROPHILIC WATER
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:0
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IN
O
IS
R
IV
E R B
A S
IN
B
IW
L D
A4
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
F4
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"F1
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A1
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
S-541
COUPLER NUTS
STAINLESS STEEL
STEEL PLATE WITH
" X 7" STAINLESS4
AND FRAME
ALUMINUM DOOR
GENERAL NOTES
THREADS PRIOR TO INSTALLATION.
NUTS. APPLY ANTI-SEIZE COMPOUND TO ALL
1. INSTALL SOCKET SET SCREWS IN ALL COUPLING
W A
L L C
O L
U M
N
C O
N T
R O
L S
T A
N D
D E
T A
IL
0 3" 6" 9" 12"SCALE : 3"=1'-0"C1
S-541 - COLUMN DETAIL
C4
S-541 - COLUMN DETAIL
#8 @ 12
THICK WALL SECTION
EMBED 18" INTO 1'-0"
#8 VERTICAL BAR
#8 BAR
#8 BAR
#8 @ 12
STEEL COUPLER NUTS
PLATE WITH STAINLESS
" X 4" STAINLESS STEEL4
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
E J
O H
N S
O N
K
B U
IS
/0
/0
D
D
IL
L O
N
B J
O N
E S
W E
K
R
M U
L T
IP
L E S
IT
E S
SOLICITATION
2"
" SQ.2
COLUMN
COLUMN
" SQ.2
VERTICAL BARS
#3 BARS
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
#3 HOOPS 12" O.C.
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
/2
/2
K M
B A
M D N
O .0
C
H A
N G
E D W
A L L C
O L
U M
N D
E T
A
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
A1 S-550-A1
2'1'0SCALE : 1"=1'-0"
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
: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
IW
L D
V O
L
II
I_
S -5 x x x .d g n
E J
O H
N S
O N
A S S
H O
W N
D
D
IL
L O
N
B J
O N
E
V A
T E
D J
U N
C T
IO
N B
O X S
U P
P O
R T
S-550
D E
T
E
K
R
L A
S A
L L E C
O U
N T
Y
IL
M U
L T
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
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
2'1'0SCALE : 1"=1'-0" A7
SECTION
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
E7
SECTION
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
EPOXY GROUT
INSTALL USING
CAST IN OR POST
BOLTS EMBED 10"
" ANCHOR4
3Ø
GALV (TYP)
" A325 BOLT, 2
1Ø
W4x13
W12x16
" PL4
#4 SPIRAL REINFORCEMENT
(4) #4 BARS
1'-8"
" ANCHOR BARS4
" HOLE FOR 16
13Ø
CL
CL
C7
DETAIL
A4
ELEVATION
E7
C7
A7 3
5/16"
TOW EL 486.50
" PL2
18"x8"x
J
U L
A B
C A
M D N
O .0
U
P D
A T
E D E
L E
V A
T E
D J
U N
C T
IO
N B
O X S
H E
T
GENERAL ELECTRICAL NOTESGENERAL ELECTRICAL WORK
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
E -0 x x x .d g n
:0
:0
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
IW
L D
V O
L
II
I_
E -0 x x x .d g n
K
R O
C K
O W
A S S
H O
E-001
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
N
E R
A L N
O T
E S
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.
B
R A
D T
K E
J
B A
R T
E K
W E
K
R
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 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.
LOCATIONS.
ENTERS AND EXITS CONDUITS, AND AT FINAL LOAD
LOCATION, ON BOTH SIDES OF CONDUIT WHERE CABLE
OR IN CABLE TRAYS, IN EACH PULLING (MANHOLE)
(APPROXIMATELY) WHERE EXPOSED IN CABLE TRENCHES
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.
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:
/0
/0
D
D E
M E
Y E
R
M U
L T
IP
L E S
IT
E S
SOLICITATION
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.
(SEE REFERENCE SHEETS).
OVER THE ENTIRE STRUT-ARM LIMIT SWITCH ASSEMBLY.
NEW STAINLESS STEEL MOUNTING PLATES AND COVERS
CONTROL STAND CONSOLE CONNECTIONS. FABRICATE
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 LOCATIONS FURTHER
INSTALL NEW ELEVATED CONTROL STAND SHELTERS AND D.
CABLES DEEMED AS ABANDONED.
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.
JUNCTION BOX.
BURY RATED TELEPHONE CABLE FROM NEW ELEVATED
NEW 66 BLOCKS TERMINATED TO NEW 25 PAIR DIRECT
RE-INSTALLATION OF MARINE RADIO, TELEPHONE, AND
LOCATION IN NEW CONTROLS STANDS FOR
PROVIDE MOUNTING PLATE AND COORDINATE MOUNTING
RADIO, TELEPHONE, FOR GOVERNMENT SALVAGE.
CONTROL CONSOLE. REMOVE AND PROTECT MARINE
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.
/3
/2
K R
R A
M D N
.0
C
H A
N G
E D G
E N
E R
A L N
O T
E 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 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
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
SHEET ID
A A
A A
NO SCALE
C1
PERMANENT CABLE SPLICE JUNCTION BOXES ELEVATION
7 9
(6) 3" RMC
1 TYPICAL
NO SCALE
C4
RIGHT VIEW
A3
E-502
NO SCALE
A3
VERTICAL SUPPORT DETAIL
HOT-DIPPED GALVANIZED STEEL.
STRAPS AND HARDWARE SHALL BE
ALL CHANNEL STRUT, FITTINGS, NOTE:
FLOW
TOP OF LOCK WALL
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., 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
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
E -5 x x x .d g n
:0
:2
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
IW
L D
V O
L
II
I_
E -5 x x x .d g n
E-501
IN
O
IS
R
IV
E R B
A S
IN
B
IW
L D
SHEET KEYNOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
K
R O
C K
O W
N .T .S
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
JB-2B
JUNCTION BOX
NEW TERMINAL
JB-2A
JUNCTION BOX
NEW TERMINAL
(SEE PLAN SHEET(S))
OF UPSTREAM LOCK WALL
INSTALLED AT BACK FACE
NEW DUCT BANK)
TROUGH AND
(VIA WIRING
CONTROL STAND
TO NEW
A N
D D
E T
A
IL
S
J U
N C
T
IO
N B
O X E
L E
V A
T
IO
N
BREATHER
NEMA 4X DRAIN
GROUT.
WITH NON-SHRINK
AROUND NEW CONDUIT
OF THE CORE DRILL
WALL THE FULL LENGTH
PENETRATIONS THRU
SEAL ALL CONDUIT
WIRING TROUGH, AND
PENETRATIONS INTO
CORE DRILL
NEW CONTROL STAND.
WIRING TROUGH, AND TO
JUNCTION BOXES INTO
FROM NEW ELEVATED
EXTEND NEW CONDUIT
SHEETS E-102 AND E-103.
STAND LOCATION. SEE
TO NEW CONTROL
FROM WIRING TROUGH
SAWCUT AND TRENCH
WIRING TROUGH.
JUNCTION BOXES INTO
FROM ELEVATED
EXTEND NEW CONDUIT
B
R A
D T
K E
J
B A
R T
E K
W E
K
R
ROUGH
CABLE T
FROM
EXISTING
SHELTER
STAND
NEW CONTROL
CABLES TO
PERMANENT
NEW
TROUGH
CABLE
FROM
MUST BE SOLID COPPER WIRE NOT LESS THAN 8 AWG SIZE.
ALL CONDUITS AND METAL PARTS SHALL BE BONDED TO GROUND. BONDING CONDUCTORS 8.
COMPLETION OF CONDUCTOR INSTALLATION.
LPS INDUSTRIES LUBE 1) ON ALL NEW TERMINALS INSIDE NEW JUCTION BOXES AFTER
INSTALL AND APPLY ELECTRICAL NO-OXIDE ELECTRICAL PROTECTANT SPRAY (DESIGN BASIS : 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
EXTENDING 2 INCHES INTO AND 2 INCHES OUT OF THE CONCRETE.
SYSTEM. THE CONDUIT AT CONCRETE/ATMOSPHERE INTERFACES SHALL BE PVC COATED,
SHALL HAVE A FACTORY-APPLIED POLYVINYL CHLORIDE, PLASTIC RESIN, OR EPOXY COATING
0.010-INCH THICK PIPE-WRAPPING PLASTIC TAPE APPLIED WITH A 50-PERCENT OVERLAY, OR
OR IN THE EARTH OR PENETRATING/EXITING CONCRETE SHALL BE FIELD-WRAPPED WITH
NOTED OTHERWISE. RIGID GALVANIZED STEEL CONDUITS INSTALLED BELOW SLAB-ON-GRADE
NOTED. ALL NEW CONDUIT MUST BE HOT-DIPPED GALVANIZED RIGID STEEL CONDUIT UNLESS
ALL ELECTRICAL WIRING SHALL BE PROTECTED BY A CONDUIT SYSTEM UNLESS OTHERWISE 4.
MAINTAINED IN SIMILAR EXTENSION METHOD IN THE NEW JUNCTION BOXES.
BUT NOT LISTED IN GENERAL SHEET NOTE 2 AND ADDRESS THE CABLES WITH LOADS TO BE
SHELTER LOCATION. IDENTIFY AND REPORT ADDITIONAL CABLES THAT ARE ENCOUNTERED
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 (MARSEILLES E.
STRUT-ARM ROLLER TRACK HEATERD.
UPSTREAM NAVIGATION LIGHT POWER C.
120 VOLT RECEPTACLE POWER (THU & 4-STANDARDS)B.
LOCK LIGHT FIXTURES POWER (2P)A.
NOT LIMITED TO:
LOADS MUST BE PERMANENTLY RESTORED FOR THE FOLLOWING CIRCUITS INCLUDING BUT
THE NEW CS PANELBOARD(S). THE FOLLOWING CABLES AND/OR CS PANELBOARD CIRCUIT
ROCK) OR ABOVE GROUND CABLE TRENCH (MARSEILLES) TO EXTEND THE NEW CABLES FROM
LOADS LISTED BELOW MAY REQUIRE SAW-CUT NEW TRENCHES FROM THE GALLERY (STARVED
OPERATION AFTER THE CONCRETE WORK IS COMPLETED. ROUTING FOR SOME INDIVIDUAL
CONDUCTORS MUST BE PROVIDED AS REQUIRED TO RESTORE PERMANENT CABLES AND LOCK
CABLE EXTENSION JUNCTION BOXES, TERMINAL BLOCKS, CONDUITS, FITTINGS, AND 2.
ELEVATED JUNCTION BOXES. NO SPLICES ALLOWED BELOW NEW JB ELEVATION.
ORIGINAL CABLES TO ROUTE TO AND TERMINATE ON THE NEW TERMINALS INSIDE THE NEW
THE EXISTING ORIGINAL ELECTRICAL CABLES MUST MAINTAIN LENGTH TO ALLOW EXISTING 1.
/0
/0
M
U L T
IP
L E S
IT
E S
D
D E
M E
Y E
R
SOLICITATION
MIN.
22 INCHES
PROVIDE 1#0 AWG BARE COPPER WIRE TO EXTEND THE EXISTING GROUNDING WIRE.
AND POWER CABLES AND ADDITIONAL AS DETERMINED NECESARY BY THE CONTRACTOR.
SHALL BE 2 AWG, 8 AWG, AND 10 AWG AS NEEDED TO EXTEND THE PERMANENT CONTROLS
CABLES (CONDUCTORS TO MATCH EXISTING TO EXTEND THE PERMANENT CABLES). SIZES
PROVIDE NEW 600 VOLTS, 90 DEGREE CELSIUS, COPPER, TYPE XHHW MULTI-CONDUCTOR 10.
BOX LOCATIONS.
NFPA 70. SEE STRUCTURAL SHEETS FOR SPECIAL SUPPORT CONSIDERATIONS AT JUNCTION
ALL VERTICAL AND HORIZONTAL CONDUITS SHALL BE SUPPORTED IN ACCORDANCE WITH 9.
TERMINATING BUSHINGS.
RESTORE THE WALL'S CONCRETE. PROVIDE INSULATED THROAT, GROUNDING TYPE CONDUIT
ELEVATED JUNCTION BOXES. FULLY SEAL ANNULAR SPACES AROUND CONDUITS AND
PROVIDE AND INSTALL SIX (6) NEW PVC-COATED RIGID METAL CONDUITS TO AND FROM NEW 8.
FITTINGS.
WHERE RACEWAY IS EXPOSED, PVC COATED RGS CONDUIT, CONDUIT BENDS, AND ALL 7.
TS. PROVIDE 66 BLOCKS AND NEW 25 PAIR DIRECT BURY PHONE CABLE.
SIZES 18 AWG - 8 AWG. BASIS OF DESIGN IS MARATHON SPECIAL PRODUCTS MODEL NO. 6G38
PROVIDE NEW 600 VOLTS, ⅜" SECTIONAL TERMINAL BLOCKS FOR STRANDED CONDUCTOR 6.
MODEL NO. 1423552
CONDUCTORS ON LINE AND LOAD. BASIS OF DESIGN IS MARATHON SPECIAL PRODUCTS
PROVIDE TWO NEW 115 AMPERES, 600 VOLTS, 3 POLE POWER BLOCKS SIZED FOR 2 AWG 5.
CONDUCTORS.
ALSO PROVIDE ONE LUG TO ACCEPT TWO 1/0 AWG AND ONE 8 AWG GROUNDING
-414-12 AND ISOLATION STANDOFFS NO. UGB-IN-SO. 0
2DESIGN IS PANDUIT MODEL NO. UGB
PROVIDE NEW 12-PORT GROUND BAR. PORTS MUST ACCEPT 14 AWG TO 4 AWG. BASIS OF 4.
COOPER CROUSE-HINDS MODEL ACD.
PROVIDE TWO NEW NEMA 4X ENCLOSURE DRAINS IN EACH ELEVATED JB. BASIS OF DESIGN IS 3.
STAINLESS STEEL PANEL OPTION.
THE BASIS OF DESIGN FOR ENCLOSURE IS HOFFMANN CATALOG NO. A36H3012SSLP WITH
STAINLESS STEEL MOUNTING HARDWARE. PROVIDE NAMEPLATES ON NEW JUNCTION BOXES.
HINGED AND GASKETED DOOR WITH CLAMPS. PROVIDE PAINTED STEEL BACK PANEL.
PROVIDE NEW JUNCTION BOXES: NEMA 4X, TYPE 304 STAINLESS STEEL, CONTINUOUSLY 2.
STRUCTURAL STRENGTH FOR SUPPORT OF THE NEW ELEVATED JUNCTION BOXES.
THE FROST LINE BECAUSE THE ABOVE GROUND WIRING TROUGH WILL NOT HAVE THE
CONCRETE FOUNDATIONS (SIMILAR TO SONOTUBES, NOT SHOWN ON THIS SHEET) DOWN TO
AND ANCHORS. NOTE THAT THE LARGER VERTICAL BOX SUPPORTS MAY REQUIRE SEPARATE
METAL MOUNTING HARDWARE. SEE STRUCTURAL SHEETS FOR NEW JUNCTION BOX SUPPORTS
INSTALL NON-CONDUCTIVE ISLOATION BETWEEN THE STAINLESS STEEL AND DISSIMILAR 1.
/3
/2
K R
R A
M D N
O .0
C
H A
N G
E D G
E N
E R
A L N
O T
2'-2"
2'-8"4'-0"
2" 2"
ACCESS DOORS
4'-0"
3" 3"
OF 2)
HOLE (TYP.
HANGER
R E
M O
V A
B L E /H
IN
G E
D T
O P
3'-6" REMOVABLE/HINGED TOP
OF 4)
HOLE (TYP.
LIFTING EYE
CONSOLE
STEEL ON TOP OF
" A304L STAINLESS 4
TYPICAL BOTH SIDES OF CONSOLE.
VENT WITH INSECT SCREEN.
5" x 9" STAINLESS STEEL LOUVER
STAINLESS STEEL HINGE
11 GAUGE CONTINUOUS
GENERAL SHEET NOTES
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
E-516
E7
E-516
A1 E-517
A1
E-516
C7
A1
A6
E-516
D1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
E -5 x x x .d g n
:0
:2
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
IW
L D
V O
L
II
I_
E -5 x x x .d g n
A S S
H O
P
A N A
N D E
L E
V A
T
IO
N
E-513
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
D E
M E
Y E
R
PLATE FOR REMOVABLE/HINGED TOP PANEL
" A304L STAINLESS STEEL4
A1
CONTROL CONSOLE - FRONT ELEVATION
A6
CONTROL CONSOLE - SIDE ELEVATION
B
R A
D T
K E
J
B A
R T
E K
C O
N T
R O
L C
O N
S O
L E
W E
K
R
HANDLE
WITH LOCKABLE
3-POINT LATCH
/0
/0
M
U L T
IP
L E S
IT
E S
K
R O
C K
O W
D1
CONTROL CONSOLE - PLAN
(UPPER RIGHT CONSOLE SHOWN AS AN EXAMPLE)
SOLICITATION
SPECIFIC PANEL LAYOUTS SEE SHEETS E-514 AND E-515.
OF ONE TYPICAL LOCATION (UPPER RIGHT). FOR SITE
12. CONSOLE PLAN SHOWN ON THIS SHEET IS REPRESENTATIVE
COMPONENTS PARTS LIST.
11. SEE CONTRACT DRAWING E-611 FOR PANEL ELECTRICAL
DRAWINGS.
INSIDE THE CABINET TO CONTAIN ELECTRICAL WIRING
10. PROVIDE A LARGE REMOVABLE PRINT POCKET INSTALLED
9. ALL WIRING SHALL BE NEATLY WRAPPED AND ROUTED.
OPERATED BY A KEYED LOCKING HANDLE.
THE DOORS SHALL BE SECURE WITH A 3 POINT LATCH
SET FLUSH WITH THE FRONT FACE OF THE CONSOLE.
8. ACCESS DOORS SHALL BE OVERLAPPING DOUBLE DOORS,
AND GROUND SMOOTH.
7. ALL SHEET AND PLATE EDGES SHALL BE SHEARED
6. ALL HOLES SHALL BE DRILLED AND DEBURRED.
SMOOTH.
5. WELD ALL EXTERIOR JOINTS AND SEAMS AND GRIND
TO NEMA 4X, WITH CLOSED COVER. SEE NOTE 12 BELOW.
4. OVERALL CONSTRUCTION SHALL GENERALLY CONFORM
FROM STAINLESS STEEL.
NOTED. ALL CONSOLE COMPONENTS SHALL BE FABRICATED
10 GA. TYPE A304L STAINLESS STEEL, UNLESS OTHERWISE
3. CONTROL STAND CONSOLE SHALL BE FABRICATED FROM
AND PROPS.
DRAWINGS OF ALL DEVICES, MOUNTING HOLES, HARDWARE,
DRAWINGS FOR APPROVAL, INCLUDING DIMENSIONED
CABINET STIFFENERS.SUBMIT DETAILED FABRICATION
REQUIREMENTS, INCLUDING ANY REQUIRED INTERNAL
BY THE CONTRACTOR AND FABRICATOR TO MEET DESIGN
DIMENSIONS NOT SPECIFIED SHALL BE AS DETERMINED
GENERAL ARRANGEMENT OF WHAT IS REQUIRED. ALL
SHOWN, THE CONTROL STAND CONSOLE DETAILED IS A
2. ALTHOUGH THE UPPER RIGHT CONTROL CONSOLE IS
TOTAL ARE REQUIRED. SEE SHEETS E-514 AND E-515.
OF THE TWO CONTROL STANDS. TWO CONSOLES
RIGHT CONSOLE. THERE IS ONE CONSOLE IN EACH
1. DETAILS SHOWN ON THIS SHEET ARE FOR THE UPPER1
/2
/2
K R
R A
M D N
O .0
C
H A
N G
E D G
E N
E R
A L N
O T
E 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 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
LEFT VALVE
OPEN
LEFT VALVE EMERGENCY
OPEN
LEFT GATE GATE SPEED
OPEN
LEFT GATE
OPEN
POWER RIGHT VALVE
CLOSE CLOSE
RIGHT VALVE
RIGHT GATE
HORN RIGHT GATE
TRAFFIC SIGNAL
HIGH LOW
LEFT VALVE
OPEN
OPEN CLOSE
LEFT
GATE
CLOSE
OPEN CLOSE
GATE
VALVE
OPEN
CLOSE
RIGHT
RIGHT
R
R
CLOSE CLOSE
G B
Y G
G
R
G
R
G
R W
R
R
JS-UR-12
JS-UR-19
PBL-UR-5 PBL-UR-6 PBL-UR-7
PL-UR-8 PB-UR-2 PL-UR-10
PL-UR-9
SS-UR-14
PL-UR-11
PL-UR-15
PB-UR-1
PL-UR-17
PL-UR-16 PL-UR-21 PL-UR-18
JS-UR-13
JS-UR-20
R Y GR
PBL-UR-3 PBL-UR-4 PBL-UR-8
UPPER RIGHT
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
E -5 x x x .d g n
:0
:3
P
M
C O
E -M
V R
P W
P
R O
C
/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
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
IW
L D
V O
L
II
I_
E -5 x x x .d g n
A S S
H O
E-514
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
D E
M E
Y E
R
GENERAL SHEET NOTES
LEGEND
A5
"4
"8
"8
D1
UPPER RIGHT CONTROL STAND CONSOLE - PLAN
A3 A6 A7
A4 A4A2
A8 A8A9
A4 A4A1
A8 A8 A10
A5
A5A5
A5
A3 A6 A7
U P
P E
R R
IG
H T C
O N
T R
O L S
T A
N D
C O
N S
O L E P
A N
E L D
E T
A
IL
S
"2 16"2
B
R A
D T
K E
J
B A
R T
E K
LIST ON SHEET E-611
ITEMS IN CIRCLES ARE ITEM NUMBERS IN PARTS
ENGRAVED LAMINATED NAMEPLATE
/0
/0
W E
K
R
M U
L T
IP
L E S
IT
E S
SOLICITATION
K
R O
C K
O W
COMPONENTS AND PARTS LIST.
SEE DRAWING E-611 FOR CONSOLE ELECTRICAL 10.
SOURCE.
TAINTER VALVE IS FROM A SEPARATELY DERIVED
CONTROL POWER FOR EACH MITER GATE AND EACH 9.
MAINTAINED.
DEVICES. GENERAL ORIENTATION SHALL BE
SUBJECT TO ADJUSTMENTS TO ALLOW PROPER FIT OF
FACEPLATE TOP. ALL DIMENSIONS SHOWN MAY BE
PROPER SPACING PRIOR TO DRILLING THE
FABRICATOR SHALL LAYOUT ALL DEVICES TO ENSURE 8.
MANUFACTURER
NAMEPLATES WITH ELECTRICAL EQUIPMENT
VERIFY HOLE SIZE AND SPACING INCLUDING 7.
SWITCH.
MATCH NOMENCLATURE IN EACH RESPECTIVE LIMIT
LABEL CONDUCTORS AT THE CONTROL STAND TO
MACHINERY SWITCHGEAR. CONTRACTOR SHALL
CONNECTED TO PROPER LIMIT SWITCHES AT
"CLOSED" INDICATOR PILOT LIGHTS MUST BE
THE MITER GATE AND TAINTER VALVE "OPEN" AND 6.
OPERATOR DEVICES.
ALL NAMEPLATES…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.