A22-PLAN_SET_SOL-2022-03-28-CNTRL_STND.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This plan set and related solicitation provide specifications for the replacement of four control stands at the Dresden Island Lock and Dam located on the Illinois River in Grundy County, Illinois. The U.S. Army Corps of Engineers Rock Island District is soliciting proposals to install a new government furnished miter gate, replace the existing miter gate machinery and electrical systems, and dewater the lock chamber. The solicitation also includes an option to replace the fairleads and checkposts. The plan set includes drawings and details for demolishing the existing control stands, constructing reinforced concrete replacements, and installing related electrical and mechanical systems. Proposers should note stair and equipment placement requirements. Completion is required by 2022.
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R of Engineers
US Army Corps
LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
ELECTRICAL CONTROL STAND E-101
CONTROL STAND MECHANICAL SCHEDULE M-601
PLAN - EXISTING CONTROL STAND DOWNSTREAM DEMOLITIONSD101
DETAILS - CONTROL STAND MISCELLANEOUSS-503
DETAILS - CONTROL STAND ROOF FRAMINGS-502
DETAILS - CONTROL STAND ROOF FRAMINGS-501
SECTIONS - CONTROL STAND WALL COLUMNS-304
SECTION - SUMP PIT SECTION S-303
SECTION - CONTROL STAND S-302
SECTION - CONTROL STAND S-301
ELEVATION - CONTROL STAND S-201
PLAN - CONTROL STAND ROOF FRAMINGS-105
PLAN - CONTROL STAND S-104
PLAN - CONTROL STAND S-103
PLAN - CONTROL STAND DEMOLITIONS-102
PLAN - CONTROL STAND DOWNSTREAMS-101
COVER SHEET G-001
SHEET TITLESHEET ID
SHEET INDEX
PLAN SET: CONTROL STAND REPLACEMENT
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A1
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM I-WALL
A11
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM LANDWALL
8'0 4' 16' 8'0 4' 16'
4'-0"
4'-0"
SEE NOTE 2
SEE NOTE 2
STA 28+54.00
MJ
STA 28+54.00
MJ
ROOF NOT SHOWN FOR CLARITY.3.
OF LOCK WALL PRIOR TO REMOVAL OF HANDRAIL, IF APPLICABLE.
MINIMUM CLEARANCE TO HANDRAIL. VERIFY HANDRAIL OFFSET FROM FACE 2.
COORDINATE WITH ELECTRICAL SHEETS.1.
GENERAL SHEET NOTES
SEE ELECTRICAL PLAN SET
NEW UTILITY TRENCH
SEE ELECTRICAL PLAN SET
NEW UTILITY TRENCH
STA 28+54.00
MJ
STA 28+54.00
MJ
EL. 510.0
EL. 510.0
MONOLITH JOINT
OF CONTROL STAND AT
PLACE UPSTREAM FACE
MONOLITH JOINT
OF CONTROL STAND AT
PLACE UPSTREAM FACE
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM LANDWALL
8'0 4' 16' 8'0 4' 16'
EL. 510 4'-0"
STA 34+88.00
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STA 34+88.00
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4'-0"
ROOF NOT SHOWN FOR CLARITY.3.
OF LOCK WALL PRIOR TO REMOVAL OF HANDRAIL, IF APPLICABLE.
MINIMUM CLEARANCE TO HANDRAIL. VERIFY HANDRAIL OFFSET FROM FACE 2.
COORDINATE WITH ELECTRICAL SHEETS1.
GENERAL SHEET NOTES
SEE ELECTRICAL PLAN SET
NEW UTILITY TRENCH
SEE ELECTRICAL PLAN SET
NEW UTILITY TRENCH
SEE NOTE 2
SEE NOTE 2
STAIRS.
FOR FULL HEIGHT AND WIDTH OF
BETWEEN STAIRS AND BUILDING
1/2" EXPANSION JOINT MATERIAL
SIDE OF MONOLITH JOINT. PROVIDE
CONTROL STAND ON UPSTREAM
PLACE DOWNSTREAM FACE OF
STAIRS.
FOR FULL HEIGHT AND WIDTH OF
BETWEEN STAIRS AND BUILDING
1/2" EXPANSION JOINT MATERIAL
SIDE OF MONOLITH JOINT. PROVIDE
CONTROL STAND ON UPSTREAM
PLACE DOWNSTREAM FACE OF
EL. 510
S-503-F1
S-503-F1 S-503-F7
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SCALE: 1"=1'-0"
PLAN - CONTROL STAND AT FLOOR ELEVATION
LAND SIDE
LOCK SIDE
0 1' 2'6"
UPSTREAM
ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
LINE - ABOVE
INDICATES ROOF
ALUMINUM HANDRAIL
DOWNSTREAM
" CHAMFER4
CONCRETE CURB
ON 4" W X 6" H
STAND CONSOLE
CONTROL
1'-4" X 2'-6"
HATCH
2 1/2 " 7 1/2 " 7 1/2 "2'-5" 4'-6" 7 1/2 " 2'-5" 6 5/8 " 3 3/8 "
1'-0"
3'-4"
CONCRETE STAIRS AND LANDING
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5 1/4 "
2'-10"
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MCC ON 4"W x 5" H CONCRETE CURB
5'-4 3/4 "
BETWEEN SLAB REINFORCEMENT.
PROVIDE 1'-0" STRAIGHT/BENT #6 BAR AT EACH CORNER OF EACH OPENING 7.
WALLS.
DO NOT CHAMFER MCC CONCRETE CURB EDGES THAT DIRECTLY ABUT 6.
STAGGER REINFORCEMENT SPLICES.5.
ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER, UNO.4.
FACES LOCK WHILE OPERATING CONTROLS.
CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR 3.
COORDINATE WITH ELECTRICAL WORK.2.
I-WALL CONTROL STAND SHOWN. LAND WALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
4'-1 1/4 " " CHAMFER4
M J O
N I -W
A L L
/1
2'-0 1/4 "6 3/8 "
7 3/8 "
3'-0 3/4 "4'-1 1/2 "
4"
S-304
A1
S-201
A1
S-304
A7
S-201
A6
S-201
D6
S-304
E1
S-303
A1
S-304
L1
S-304
L7
S-304
L7
S-201
D1
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LAND SIDE
LOCK SIDE
0 1' 2'6"
UPSTREAM
ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
LINE - ABOVE
INDICATES ROOF
DOWNSTREAM
5 1/4 " 5 1/4 "
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/4
BETWEEN SLAB REINFORCEMENT.
PROVIDE 1'-0" STRAIGHT/BENT #6 BAR AT EACH CORNER OF EACH OPENING 7.
WALLS.
DO NOT CHAMFER MCC CONCRETE CURB EDGES THAT DIRECTLY ABUT 6.
STAGGER REINFORCEMENT SPLICES.5.
ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER, UNO.4.
OPERATING CONTROLS.
CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR FACES LOCK WHILE 3.
COORDINATE WITH ELECTRICAL WORK.2.
I-WALL CONTROL STAND SHOWN. LAND WALL OPPOSITE HAND.1.
L BEAMC
L BEAMC
L BEAMC
L BEAMC
S-201
D6
S-201
A6
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A1
S-201
D1
S-301
A1
S-302
A16
S-302
A11
S-302
A1
S-302
A6
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1'-2 1/2 " 1'-2 1/2 "2'-0"2'-0"1'-6"1'-6"1'-6"1'-6"2'-0"2'-0"
16'-7"
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3'-0 1/2 "5'-1 1/2 "3'-0 1/2 "2'-7 1/4 "
C W8x18
C W8x18
2 X 4 TRUSSES
JACK RAFTER
2 X 4
2 X 4 HIP RAFTER
" WALL2
OF RAFTERS
AT BEARING LOCATION
HURRICANE ANCHORS
TYPICAL - PROVIDE
COLUMN
" SQ.2
7 COLUMN
" SQ.2
C W8x18
COLUMN
"2
" X 72
COLUMN
" SQ.2
L
L
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CONTINUOUS 2x4 FASCIA
A1
SCALE: 3/4" = 1'-0"
PLAN - ROOF FRAMING
2'0 1' 4'
COLUMN
" SQ.2
PLAN FOR APPROVAL.
MANUFACTURED TRUSSES SHALL BE USED. SUBMIT DESIGN AND FRAMING 4.
CONCRETE COLUMN IS LOCATED ON THE DOWNSTREAM SIDE ONLY.3.
OF LANDSIDE BEAM.
HOLES FOR CONNECTING 2x6 WOOD PLATES ARE NOT REQUIRED IN BOTTOM
HOLES ARE REQUIRED IN BOTH TOP AND BOTTOM OF LOCKSIDE WALL. 2.
WALL. PROVIDE ANCHORS ON LANDSIDE WALL ALSO AT LOCATIONS SOWN.
CONCRETE COLUMNS ARE ON THE LOCKSIDE ONLY. LANDSIDE IS CONCRETE 1.
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SCALE: 1/2"=1'-0"
ELEVATION - FRONT
0 2' 4'1'
ELEVATION - RIGHT
A10
0 2' 4'1'
ELEVATION - RIGHT
H1
ELEVATION - RIGHT
H10
45°
H18
DETAIL
SCALE: NTS
SCALE: NTS
A18
ASPHALT SHINGLES
CONCRETE, TYP
ROCK FINISH
SPLIT FACE
CONCRETE, TYP
SMOOTH FINISH
GLASS, TYP
1" INSULATED
SLIDING FIXED
1/2" INSULATED GLASS,TYP
WINDOW UNIT WITH
PREFINISHED ALUMINUM
ASPHALT SHINGLES
FINISH FLOOR
TOP OF LOCK WALL
FINISH CONCRETE, TYP
SPLIT FACE ROCK
CONCRETE, TYP
SMOOTH FINISH
SEE SHEET M-601 FOR UNIT DETAILS
OPENING WITH APPROVED UNIT.
OPENING FOR PTAC, COORDINATE
AND LANDING
CONCRETE STAIRS
FITTINGS, TYP
HANDRAIL WITH SLIP-ON
1 1/2" O.D. ALUMINUM
ASPHALT SHINGLES
/4
T Y
P
/4
T Y
P
AND LANDING
CONCRETE STAIRS
FITTINGS , TYP
HANDRAIL WITH SLIP-ON
1 1/2" O.D. ALUMINUM
COLUMNS, TYP
PROJECT OUT
ASPHALT SHINGLES
PROJECT OUT
FIXED FIXED
FIXED
FIXED
GLASS, TYP
AND LAMINATED
1" INSULATED
FINISH, TYP
SMOOTH CONRETE
FINISH CONCRETE, TYP
SPLIT FACE ROCK
12'-3"3'-4"
11'-3"
AND LANDING
CONCRETE STAIRS
TOP OF LOCK WALL
FINISH FLOOR
1/2" INSULATED GLASS
6" 6"
FIXED
INSULATED GLASS, TYP
WINDOW UNIT WITH 1/2"
PREFINISHED ALUMINUM
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
1 1/2" O.D.
TYP
COLOR OF WINDOW FRAME
PAINT TO MATCH BRONZE
ALUMINUM DOOR AND FRAME,
3'-0" x 6'-8" x 1 3/4" INSULATED
R
IS
E R
S /8
TYP
0 3/4 " TYP
/4 T
Y P
T Y P
3/4"
M A
X
2'-4 15/16 "
4'-1 1/2 "
6'-6 15/16 "
7'-1 1/2 "
4.5
4.5
4.5
4.5
S-304
A13
H18
A18 S-304
J13
S-303
H1
S-304
E7
B
C
D
E
F
G
H
J
K
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M
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P
S U
B M
IT
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D B
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C H
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K E
D B
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S
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M A
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D E
S C
R
IP
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IO
N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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N T
R A
C T /T .O
N O
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N D L
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L
IN
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R O
C K I S
L A
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IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
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S-301
D
D
IL
L O
N
A
C A
M P
B E
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L D
C
C L E
M E
N T S
CNTRLSTND
W E
K
R
SCALE: 1 1/2"=1'-0"
SECTION - CONTROL STAND
0 1' 2'6"
AT EACH RAFTER SPACE
PROVIDE INSULATION BAFFLE
" ROOF SHEATHING8
SHINGLES OVER 15 lb. BUILDING PAPER
ROOFING (NOT SHOWN) - ASPHALT
APPLY DIRECT TO SHEATHING
PREFINISHED METAL DRIP EDGE,
"F" CHANNEL
MATCH WINDOW FRAMES
AND DOWNSPOUT. COLOR SHALL
PREFINISHED ALUMINUM GUTTER
WINDOW FRAMES
COVER, COLOR SHALL MATCH
PREFINISHED ALUMINUM FACSIA
WOOD FASCIA
CUT 2 x 4
FRAMES
ALUMINUM WINDOW
COLOR SHALL MATCH
PLYWOOD AND FACSIA,
" 2
ALUMINUM OVER
PREFINISHED BREAK
WINDOW FRAME
SOFFIT. COLOR SHALL MATCH
PREFINISHED ALUMINUM VENTED
FRAME
ALL AROUND WIND
TYPICAL - SEALANT
W8 X 18
#6 @ 12"
#6 @ 6"
#6 @ 12"
PERIMETER OF BUILDING
STOP AROUND
HYDROPHILIC WATER
#6 @ 12"
#6 @ 12"
#6 @ 12"
#6 @ 12"
TOP OF LOCKWALL
#6 @ 12"
STAND CONSOLE
CONTROL
CONTROL STAND CONSOLE
COORDINATE WITH NEW
4" W X 6" H CONCRETE CURB,
INTO EPOXY GROUT
ANCHORS. EMBED 4"
" DIA. STAINLESS STEEL2
CONSOLE TO CURB WITH
ATTACH CONTROL STAND
AROUND CURB
#4 @ 18"
LAND SIDE LOCK SIDE
#6 @ 6"
#6 @ 12"
PLAN SHOWN ON SHEET S-105
ANCHORS, SEE ROOF FRAMING
TO PLATES WITH HURRICANE
TRUSSES, ANCHOR
THE BOLT HEADS
WASHERS, COUNTERSINK
" DIA. BOLTS WITH 8
STEEL BEAM WITH
2 x 6 PLATES - ANCHOR TO
PERIMETER OF FOUNDATION
1'-0" INTO EPOXY GROUT AROUND
INTO TOP OF LOCKWALL MINIMUM
EXTEND EVERY OTHER #6 BAR
EMBED #6 BARS 2'-6" INTO THE 1'-0" SECTION BELOW
2'-3"
1'-0"
1'-0"
/1
3"
4'-0" CLR FROM WALL TO HANDRAIL
#3 ALL AROUND
CHAMBER
LOCK
BARRIER ON INTERIOR SIDE ONLY
INSULATION, PROVIDE VAPOR
TYP. - FILL VOIDS WITH BATT
WITH VAPOR BARRIER
R-19 BATT INSULATION
#4 @ 18" AROUND CURB
#3 ALL AROUND
CABINETS
ELECTRICAL
COORDINATE WITH NEW MCC
4" W X 5" H CONCRETE CURB,
INTO EPOXY GROUT
ANCHORS. EMBED 4"
" DIA. STAINLESS STEEL2
ATTACH MCC TO CURB WITH
SLOPE
SLOPE
VERTICALLY IN FLOOR
DEVICE CENTERED
CABLE SEALING
VERTICALLY IN FLOOR
DEVICE CENTERED
CABLE SEALING
4'-0"
GRIND CONCRETE EDGES TO 2" CHAMFER
BOTTOM OF THE CONTROL STAND
EXTEND UTILITY TRENCH INTO THE
PENETRATION UNDER CONTROL STAND
ARE NOT PLACED THROUGH TRENCH
STAGGER ANCHORS SUCH THAT ANCHORS
FORMED IN NEW CONCRETE).
TRENCH SMOOTH (WHERE NOT
GRIND FLOOR AND SIDES OF
CONTROL STAND FOUNDATION
TO EXTEND THROUGH ENTIRE
DS I-WALL CONTROL STAND TRENCH
DS I-WALL CONTROL STAND ONLY.
PENETRATION UNDER CONTROL STAND.
ARE NOT PLACED THROUGH TRENCH
STAGGER ANCHORS SUCH THAT ANCHORS
STUDS @ 1'-6" O.C.
STEEL PLATE WITH
LENGTH STAINLESS
" X FULL2
" X 54
5°
" MDO PLYWOOD (PAINT)2
B
C
D
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F
G
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J
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M A
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D E
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
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M A
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A T
IO
N
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D R
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N I S
L A
N D L
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K A
N D D
A M
IL
L
IN
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IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
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S E
C T
IO
N
S-302
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CNTRLSTND
W E
K
R
SCALE: 1 1/2" = 1'-0"
SECTION
WITH NUTS
" DIA. X 2" BOLTS2
WITH (4)
" PLATE 2
" X 52
" X 52
" X 4" STUD4
FOR TYPICAL NOTES
SHOWN ON SHEET S-301
SEE BUILDING SECTION
INTO 1'-0" WIDE WALL
EXTEND #3 BAR 2'-0"
@12" O.C.
#3 HOOP
#3 VERTICAL BAR
ALLOWED
STUD WELD
#3 BAR IN COLUMN
#6 BAR
SHOWN ON SHEET S-301
SEE BUILDING SECTION
FOR WALL REINFORCING
SHOWN ON SHEET S-301
SEE BUILDING SECTION
FOR WALL REINFORCING
IN COLUMN
#6 BAR
A6
A11
A16
E M
B E
D M
E N
T O
F
B
A R
WITH NUTS
" DIA. X 2" BOLTS2
WITH (4)
" PLATE2
" X 52
" X 52
" X 4" STUD4
FOR TYPICAL NOTES
SHOWN ON SHEET S-301
SEE BUILDING SECTION
WITH NUTS
" DIA. X 2" BOLTS2
WITH (4)
" PLATE2
" X 52
" X 52
" X 4" STUD4
FOR TYPICAL NOTES
WITH NUTS
" DIA. X 2" BOLTS2
WITH (4)
" PLATE2
" X 52
" X 52
" X 4" STUD4
FOR TYPICAL NOTES
E M
B E
D M
E N
T O
F
B
A R
/8
/2
/2
/2
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
COVER
TO MAINTAIN CONCRETE
AT CORNER COLUMN
CUT VERTICAL BAR
B
C
D
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F
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D B
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D B
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S O
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A T
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S
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M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
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M A
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C /I
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IQ
C
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N
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A T
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N
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L
IN
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IV
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A S
IN
/0
/2
R O
C K I S
L A
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IL
L
IN
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C K I S
L A
N D D
IS
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IT
S
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N
S E
C T
IO
N
S-303
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CNTRLSTND
W E
K
R
SECTION - SUMP PIT
FOR REINFORCING
SEE SHEET S-301
CONTROL STAND FLOOR,
RECESSED HATCH
LOCKWALL
TOP OF
FOR REINFORCING
SEE SHEETS S-301
EXTERIOR WALL,
CONTROL STAND
1' 2'0 6"
R
IS
E R
S /8 /4
#6 @ 12", EMBED 1'-0" IN EPOXY GROUT
H1
SCALE: 1" = 1'-0"
SECTION - STAIR REINFORCING
B /8
9'-0"
4" CLR FROM BOTH FACES OF RISER
1' 2'0 6"
2'-10"
SUMP PIT, TYP OF 2
PERIMETER OF
AROUND
WATERSTOP
HYDROPHILIC
@ 1'-10" EACH FACE
#6 HORIZONTAL
EVENLY SPACED
(3) #6 EVENLY SPACED
(4) #6 HORIZONTAL
1'-10"
EPOXY GROUT
EMBED 1'-0" IN
(3) #6 EVENLY SPACED,
#6B @ 1'-0"
#6B @ 1'-0"
1'-0"
SPECIFICATIONS FOR DETAILS ON NOSING.
CONTRACTOR SHALL INSTALL STAIR NOSING ON STAIRS. SEE 1.
1'-10"
B
C
D
E
F
G
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J
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M
N
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S U
B M
IT
T E
D B
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C H
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K E
D B
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D R
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N B
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D E
S
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D B
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S O
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A T
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S
IZ
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M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
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M A
T O
C /I
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IQ
C
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T N
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N
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D R
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N I S
L A
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K A
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L
IN
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IS
R
IV
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A S
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/0
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R O
C K I S
L A
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L
IN
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IS
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C A
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L L
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T A
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S-304
D
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A
C A
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C
C L E
M E
N T S
CNTRLSTND
W E
K
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FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
ALUMINUM DOOR FRAME
#6 BAR
AND ELEVATION FOR LOCATIONS
FIXED WINDOW UNIT, SEE PLAN
1'-0" THICK WALL SECTION
#4 BAR @ 12" EMBED 9" INTO
ALUMINUM DOOR FRAME
THICK WALL SECTION
EMBED 18" INTO 1'-0"
#6 VERTICAL BAR
#6 BAR
DOORWINDOW / DOOR
#6 @ 12
AND FRAME
ALUMINUM DOOR
#6 @ 12"
ELEVATION FOR LOCATIONS
UNIT, SEE PLAN AND
SLIDING WINDOW
SCALE: 3" = 1'-0"
A7
E1
E7
L7
L1
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
#6 @ 12"
#6 @ 12"
6"0 3" 1'SCALE: 1" = 1'-0"
A13
DETAIL
SECTION - COUPLING NUT
F13
6"0 3" 1'
STAINLESS STEEL PLATE
3/8"x2'-5 1/2"x 3'-5 1/2"
AROUND PERIMETER OF OPENING
1/4"x3" STAINLESS STEEL PLATE
CONTROL STAND.
OPEN AREA UNDER NEW
TOP OF LOCK WALL
1/2 "
STEEL PLATES AT CORNERS.
OPENING. WELD STAINLESS
AROUND PERIMETER OF
STEEL COUPLING NUT
PLATE WITH STAINLESS
1/4"x3" STAINLESS STEEL
1/2" STAINLESS STEEL BOLT AND WASHER (TYP OF 6)
SECTION - WRAC MOUNT
J13
6"0 3" 1'
/2
COMPOUND TO ALL THREADS PRIOR TO INSTALLATION.
INSTALL SOCKET SET SCREWS IN ALL COUPLING NUTS, APPLY ANTI-SEIZE 1.
GENERAL SHEET NOTES
#6 BAR
#6 VERTICAL BAR @ 12"
F13
B
C
D
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F
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B M
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D B
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C H
E C
K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
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S O
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IC
IT
A T
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N N
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S
U E D
A T
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S
IZ
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M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
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M A
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C /I
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D R
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N I S
L A
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K A
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A M
IL
L
IN
O
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R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
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C K I S
L A
N D D
IS
T R
C A
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T A
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S
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D
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CNTRLSTND
W E
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"4
W8x18
END VIEW
"4
3 1/4 " 3 1/4 "1 1/4 " 2'-9 1/4" 4'-10 1/4" 2'-9 1/4"
A1
SCALE: 3"=1'-0"
DETAIL - LOCKSIDE BEAM
G1
SCALE: 3" = 1'-0"
DETAIL - LANDSIDE BEAM
6"0 3" 1'
6"0 3" 1'
/4
TYP
/4
10 1/8 " 2'-0"2'-0" 4 SP @ 1'-6" = 6'-0"
"4
W8x18
END VIEW
"4
3 1/4 " 3 1/4 "1 1/4 " 2'-9 1/4" 4'-10 1/4" 2'-9 1/4"
/4
/4
10 1/8 " 2'-0"2'-0" 4 SP @ 1'-6" = 6'-0"
3/4 "R
TYP
13/16 "
13/16 "
9/16 "
7/16 "
9/16 "
7/16 "
TYP
TYP
TYP
TYP
3/4 "R
TOP FLANGE
TOP FLANGE
11'-8 1/4"
BOTTOM FLANGE
TOP FLANGE
BOTTOM FLANGE
11'-8 1/4"
1/4" PL
1/4" PL
B
C
D
E
F
G
H
J
K
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M
N
P
S U
B M
IT
T E
D B
Y
C H
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K E
D B
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D R
A W
N B
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D E
S
IG
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D B
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S O
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IC
IT
A T
IO
N N
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S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
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IP
T
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
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C T C
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M A
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SCALE: 3"=1'-0"
DETAIL - UPSTREAM BEAM
G1
SCALE: 3" = 1'-0"
DETAIL - DOWNSTREAM BEAM
6"0 3" 1'
6"0 3" 1'
9 5/8 "2'-3"2 SP @ 1'-9" = 3'-6"
/4
/8
/8
/8
1 1/8 "
9'-11 1/2"
/4
2'-3"8 3/8 "
9'-11 1/2" /4
/8
/8
/8
1'-5 1/8 "
9'-11 1/2"
/4
3'-8 3/4"3 1/4 " 3 1/4 " 3'-9 5/8 "
2 SP @ 1'-9" = 3'-6" 2'-3"
/4
1'-5 1/8 " 3 1/4 "
/4
7/16 "
2'-3"8 3/8 "2 3/4 "
W8x18
W8x18
9/16 "
9/16 "
13/16 "
13/16 "
7/16 "
TYP
TYP
TYP
TYP
TYP
TYP
TOP FLANGE
TOP FLANGE
BOTTOM FLANGE
BOTTOM FLANGE
"4
1/2
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1/2
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US Army Corps
U .S
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CNTRLSTND
W E
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ASSEMBLY - HATCH FRAME
DETAIL - STAINLESS STEEL HATCH PLATE
A7
0 1' 2'6" 0 1' 2'6"
1'-8"1'-8"
3'-6"
3"
3/4 "
3'-5 1/2 "
/4
/1
STEEL PLATE
1/4"x3" STAINLESS
1/2 "
BOLT (TYP OF 6)
Ø 9/16" HOLE FOR 1/2"
TYP
FOR 1/2"x2" SS BOLT (TYP OF 6)
STAINLESS STEEL COUPLING NUT
1"
" 1'-8" 1'-8"
7 1/4 "
/2
11 3/8 "1'-3 1/16 " 6 13/16 "
/4
BOLT (TYP OF 4)
Ø 5/16" HOLE FOR 1/4"
HANDLE
STAINLESS STEEL
MESH SCREEN
STAINLESS STEEL
1' 2'0 6" 1' 2'0 6"
S-503-F1
F1
S-503-F7
F7
AROUND 5/16 INCH FASTENERS
WITH MINIMUM 75% OPEN AREA. CUT TO SIZE TO PROVIDE 1 INCH OVERLAP
STAINLESS STEEL MESH SCREEN TO BE WELDED 16 GAUGE DIAMETER WIRE 3.
MANUFACTURER
LOCATE AS SHOWN ON S-103 AND COORDINATE WITH ELECTRICAL CABINET 2.
PROVIDE DEVICES WITH 50% SPARE FUTURE CABLE CAPACITY.
BARRIER, CABLE/CONDUIT SEALING DEVICE WITH WATERTIGHT RATING.
DESIGN BASIS IS THE COPPER-CROUSE HIND TW SERIES, "THRU-WALL"
MCC AND TRHE CONTROL STNAD CONSOLE. SEE DETAILS ON THIS SHEET.
FOR CABLE PENETRATIONS THRU FLOOR UP INTOT THE INSIDE OF BOTH THE
PROVIDE CABLE PENETRATION BARRIERS, COMPRESSION SEALING FITTING 1.
GENERAL SHEET NOTES
FRONT
MARINE APPLICATIONS
SUITABLE FOR
SEALING BLOCK
MOUNTING FRAME
30 SPACES
.62"Ø (TYP)
MATERIAL
SPECIAL ELASTOMETRIC
.5
25.25"
29.25"
.6
4"
0.62"
7"
.8
4 FRAME SPACERS
1 FRAME SPACE
FRONT
MARINE APPLICATIONS
SUITABLE FOR
SEALING BLOCK
MOUNTING FRAME
20 SPACES
.62"Ø (TYP)
MATERIAL
SPECIAL ELASTOMETRIC
.5
19.5"
21.0"
.6
4"
0.62"
7"
.8
4 FRAME SPACERS
1 FRAME SPACE
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US Army Corps
U .S
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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1'-4" X 2'-6"
HATCH
CONSOLE MUST BE LOCATED TOWARDS LOCK CHAMBER SIDE WINDOW.
DOWNSTREAM SIDE OF CONTROL STAND SHELTER, AND CONTROL
NOTE THAT CONTROL STAND STAIRS MUST ALWAYS TO BE ON 8.
ON USING STAINLESS STEEL SCREWS.
CONTROL STAND MUST HAVE NEOPRENE RUBBER GASKET AND BE BOLTED
ACCESS HATCH FOR CABLE ACCESS TO THE UNDERSIDE OF EACH
LOCATE STAIRS ON DOWNSTREAM SIDE OF EACH CONTROL STAND. LARGE 7.
WINDOW KIT.
FOR MOUNTING. DESIGN BASIS IS THE AMANA MODEL AE-93G35AX WITH
PROVIDE TYPICAL WRAC OPENING DIMENSIONS AND PROPER SUPPORT
COOLING, 10,700 BTUH. COORDINATE WITH BUILDING CONTRACTOR TO
PROVIDE 'WINDOW' ELECTRICAL HEAT A/C HEAT WRAC UNIT: 9000 BTUH 6.
ENTRANCE.
WALL SWITCH, WET LOCATION RATED, SURFACE MOUNT AT DOOR
VAPOR TIGHT, DIMMABLE DOWN TO 10%. INSTALL 20A HEAVY DUTY DIMMING
PROVIDE 1X4 INTERIOR LIGHT FIXTURE SHALL BE LED, 4000K, GASKETED, 5.
PENETRATION WITH SILICONE CAULK.
PENETRATES WALL OR FLOOR, AND SEAL AROUND EACH SIDE OF CONDUIT
PROVIDE COMPRESSION SEALING FITTINGS IN ENDS OF CONDUIT THAT 4.
PROVIDE NAME PLATE FOR MCC AND ON PANEL BOARD DOOR(S). 3.
CAULK TO SEAL AROUND BUSHING.
SHALL USE THREADED CONDUIT BUSHINGS IN ADDITION TO SILICONE
SOFFIT AS CLOSE TO EXTERIOR WALL AS PRACTICAL. SOFFIT PENETRATION
CONDUITS INTO SOFFIT AREA. CONDUIT SHALL PENETRATE ALUMINUM
CONNECTION TO ANTENNA. CUT TOP OF PLATE AS REQUIRED TO ROUTE
PROVIDE CONDUIT WITH NYLON PULL STRING AND CAP FOR EXTERIOR 2.
OTHERWISE NOTED.
SURFACE INSTALL ALL WALL MOUNTED ELECTRICAL EQUIPMENT UNLESS 1.
GENERAL SHEET NOTES
DISTRIBUTION
480/277V 120/208V
XFRM
30KVA
MCC MCC
NOTED)
UNLESS OTHERWISE
FLOOR (TYPICAL
MOUNTED +30" ABOVE
GFCI SURFACE
ALL RECETACLES ARE
SURFACE MOUNT
RECEPTACLE BOX,
TELEPHONE JACK
COAXIAL JACK &
RECEPTACLE
TELEPHONE
3/4" RGS TO
CEILING
MOUNTED TIGHT TO
TELEPHONE JB WALL
8" X 4" X 4"
SEE DETAILS SHEET S-503
IN FLOOR
CABLE COMPRESSION-SEALING DEVICE
4" W X 6" H CONCRETE CURB
CONTROL CONSOLE ON
SEE NOTE 5
(ANTENNA BY OTHERS)
FOR FUTURE ANTENNA
3/4" RGS CONDUIT
F1
GW
A1
PLAN - CONTROL STAND ELECTRICAL
SCALE: 3/4"=1'-0" 2'0 1' 4'
D
UNIT
STRUCTURAL FOR
BEING PROVIDED BY
LOCATION WITH HOLE
COORDINATE HVAC
NEED TO
7 15
10,12
2,4
NOTE: SOFFIT NOT SHOWN
OPPOSITE HAND
STANDS (2) EACH
I-WALL CONTROL
G
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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SD101
D
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N
A
C A
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C L E
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N T S
CNTRLSTND
W E
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A1
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM/DOWNSTREAM I-WALL
A11
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM/DOWNSTREAM LANDWALL
8'0 4' 16' 8'0 4' 16'
REMOVE EXISTING CONTROL STAND
EXISTING MACHINERY RECESS
CONDUITS TO CONTROL STAND
REMOVE EXISTING CONTROL STAND
EXISTING MACHINERY RECESS
CONDUITS TO CONTROL STAND
EL. 510
SHEETS FOR ADDITIONAL DETAILS.
STAND AND PULL CABLES BACK TO MACHINE ROOM RECESS. SEE ELECTRICAL
4. REMOVE ELECTRICAL CABLES FROM CONTROL CONSOLE WITHIN CONTROL
GRIND SMOOTH AT TOP OF CONCRETE.
3/4" ANCHORS EMBEDDED IN THE CONCRETE. CUT ANCHORS AND
3. EACH CONTROL STAND IS ANCHORED TO THE LOCK WALL WITH EIGHT
A BRICK VENEER, AND CONVENTIONAL FRAMED, METAL HIP ROOF.
2. EXISTING CONTROL STANDS ARE A 6'-0" X 6'-0" ALUMINUM BUILDING WITH
STANDS.
1. CONTROL STAND DEMOLITION REQUIREMENTS ARE FOR FOUR CONTROL
GENERAL SHEET NOTES
EL. 510.0
EL. 510.0
| B5IWLD04202101_CNTRLSTND_G-001 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-G-001 |
| B5IWLD04202101_CNTRLSTND_S-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-101 |
| B5IWLD04202101_CNTRLSTND_S-102 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-102 |
| B5IWLD04202101_CNTRLSTND_S-103 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-103 |
| B5IWLD04202101_CNTRLSTND_S-104 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-104 |
| B5IWLD04202101_CNTRLSTND_S-105 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-105 |
| B5IWLD04202101_CNTRLSTND_S-201 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-201 |
| B5IWLD04202101_CNTRLSTND_S-301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-301 |
| B5IWLD04202101_CNTRLSTND_S-302 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-302 |
| B5IWLD04202101_CNTRLSTND_S-303 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-303 |
| B5IWLD04202101_CNTRLSTND_S-304 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-304 |
| B5IWLD04202101_CNTRLSTND_S-501 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-501 |
| B5IWLD04202101_CNTRLSTND_S-502 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-502 |
| B5IWLD04202101_CNTRLSTND_S-503 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-S-503 |
| B5IWLD04202101_CNTRLSTND_M-601 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-M-601 |
| B5IWLD04202101_CNTRLSTND_E-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-E-101 |
| B5IWLD04202101_CNTRLSTND_SD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CNTRLSTND-SD101 |
File details come from the government source that posted it. Updated .