VOL_3_21B0007_Plans_AM0002.pdf
PDF 8 MB Posted
- Attached to
- MNA-LGA-LMA Headgate Rep Pit Upgrades Federal contract opportunity
- Solicitation number
- W912EF21B0007
About this file
This document package includes technical specifications and drawings for upgrades to the MNA-LGA-LMA Headgate Repair Pit at McNary Lock and Dam. The solicitation number is W912EF21B0007, issued by the U.S. Army Corps of Engineers Walla Walla District. The drawings depict proposed modifications to mechanical, electrical, and structural systems within the repair pit facility. Upgrades include installing new platforms, stairs, railings, lighting, and welding exhaust systems. Hydraulic and pneumatic components are specified for extending walkways and bracing gates. Piping details show routing for oil supply, drain, and hydraulic lines. Schedules provide conduit and cable requirements between equipment locations.
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21'-0"±
5'-0"±3'-6" 1'-0"
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LEGEND
GENERAL NOTES
SCALE: 1/4" = 1'
A1
N O
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SCALE: 1/4" = 1'
E1
N O
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H P
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FOR CLARITY.
CONDUIT, DUCTING AND OTHER SIMILAR APPURTENANCES ARE NOT SHOWN
ANY MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, PIPING, 2.
ARCHITECTURAL SHEETS ARE FOR REFERENCE ONLY.
AND APPURTENANCES. ANY OF THESE ITEMS APPEARING IN THE
REFER TO STRUCTURAL DRAWINGS FOR NEW METAL PLATFORM, STAIRS 1.
EMERGENCY EYE-WASH STATION
FIRE EXTINGUISHER - DRY CHEMICAL
NEW INSTALL ITEMS
EXISTING ITEMS
REFLECTED CEILING PLAN
J T
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ENLARGED PLAN: ELEVATION 344.50' (8TH FLOOR ACCESS)
0 4' 8'2'
0 4' 8'2'
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REF
M D
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SHEET KEYNOTES
EDGE OF MECHANICAL PLATFORM ABOVE SHOWN FOR REFERENCE ONLY.13.
SCHEDULE).
OPPOSITE SIDE OF NEW WALL (EXCEPT AT DOOR OPENING, SEE DOOR
SEALER (WATER REPELLENT). EXTENT OF REMOVAL IS ENTIRE ROOM TO
DOWN TO EXISTING CONCRETE SURFACE. SEAL FLOOR WITH CONCRETE
12. REMOVE EXISTING CARPET AND GLUE (SEE SPECIFICATION 02 41 00.00 25)
SHEETS.
BRIDGE CRANE SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL 11.
AND FACE OF BEAM. PROVIDE WALL BASE ON BOTH SIDES OF WALL.
(DETAIL A1/A-501). PROVIDE VERTICAL EXPANSION JOINT BETWEEN WALL
OR APPROVED SIMILAR), AND EXPANSION JOINT UNDER GRADE BEAM
SLIP TRACK AT TOP OF WALL AT CONCRETE FLOOR ABOVE (DETAIL D7/A-501
BEAM ABOVE ACCORDING TO DIMENSION SHOWN. PROVIDE DEFLECTION OR
BOARD EACH SIDE. HOLD WALL OFF FACE OF EXISTING CONCRETE GRADE
WITH MINERAL WOOL SOUND INSULATION AND 2 LAYERS 5/8" GYPSUM
NEW 2-HOUR RATED (SEE UL V438) FULL-HEIGHT 3-5/8" STEEL STUD WALL 10.
EXISTING CONCRETE GRADE BEAM ABOVE.9.
OPEN TO BELOW.8.
PAINT PLATFORM LEVEL ON WALL, SEE ELEVATIONS.7.
UNLESS NOTED OTHERWISE.
AREA BEYOND SHOWN FOR REFERENCE ONLY. NO WORK THIS AREA, 6.
PAINT EXISTING CEILING, INCLUDING UNDERSIDE OF GRADE BEAMS.5.
EXISTING ROOF HATCH TO REMAIN.4.
STOP PAINT AT EDGE OF OPENING.3.
DASHED) PER STRUCTURAL DRAWINGS.
METAL STAIR, GUARDRAILS AND RAISED PLATFORM (ITEMS ABOVE SHOWN 2.
SPECIFICATION 09 90 00.
FIELD PAINT WALLS INDICATED, FULL HEIGHT. PREP WALLS PER 1.
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MAP ROOM
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TYP.
4TH FLOOR EXIT
287.00
LEVEL
295.50
LEVEL
EXT.
FIRE
303.67
LEVEL
EXT.
FIRE
311.83
LEVEL
EXT.
FIRE
320.00
LEVEL
328.17
LEVEL
EXT.
FIRE
336.33
LEVEL
EXT.
FIRE
8TH FLOOR EXIT
344.50
LEVEL
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EL. 287.00'
4TH FLOOR
EL. 295.50'
EL. 303.67'
EL. 311.83'
EL. 320.00'
EL. 328.17'
EL. 336.33'
EL. 344.50'
8TH FLOOR
ACCESS
6TH FLOOR EXIT
A4
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ELEVATION: EASTSIDE
SCALE: 1/4" = 1' 0 4' 8'2'A1
ELEVATION: NORTHSIDE
SCALE: 1/4" = 1' 0 4' 8'2'
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LEGEND
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ELECTRICAL CONDUIT ROUTING.
LEVEL (287.00) TO BE COORDINATED WITH NEW
MANUFACTURER'S INSTRUCTIONS. LOCATION IN PIT
NEW EMERGENCY EYEWASH STATION. MOUNT PER
ROUTING.
COORDINATED WITH NEW ELECTRICAL CONDUIT
LOCATION IN PIT LEVEL (287.00) TO BE
EXTINGUISHER MOUNTING AND INDICATOR.
NEW COMBINATION FLOOR LEVEL SIGNAGE AND FIRE
TO BE PAINTED OVER.
REMOVED) SHOWN FOR REFERENCE ONLY. AREA
EXISTING MOUNTED FIRE EXTINGUISHER (TO BE
EXISTING LOCATION OF PAINTED AREA BEHIND
FOR REFERENCE. AREA TO BE PAINTED OVER.
EXISTING LEVEL SIGNAGE PAINTED ON WALL, SHOWN
REMOVED
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
UNLESS NOTED OTHERWISE
EXISTING STRUCTURAL BOLTS TO BE REMOVED,
NEW INSTALL ITEMS
EXISTING ITEMS
K Z
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SHEET KEYNOTES
STRUCTURAL SHEETS.
EXISTING BRIDGE CRANE SHOWN FOR REFERENCE ONLY. REFER TO 8.
REFERENCE ONLY.
NEW STAIR BY STRUCTURAL, PARTIALLY SHOWN HERE AS DASHED FOR 7.
SHEETS.
EXISTING MECHANICAL OPENING TO REMAIN. REFER TO MECHANICAL 6.
EXISTING BELL, SEE ELECTRICAL.5.
GATES) TO BE REMOVED.
EXISTING EMBEDDED METAL SLEEVES (FOR SEISMIC BRACING OF HEAD 4.
PAINT ENTIRE CEILING. STOP PAINT AT EACH OPENING.3.
SLOPED FLOOR TO FOLLOW SLOPE.
NEW RESINOUS FLOORING, SEE A-401. COVE AT WALLS ADJACENT TO 2.
LARGEST DIMENSION.
PAINT ALL CONCRETE WALLS. FILL ALL HOLES LARGER THAN 1/4" IN THE 1.
W E
F
B
FINAL
A-403
A-402
A-401
REF
A-403
A-402
A-401
REF
M D
P -1 -2 -3 /8
M A
T T
H E
W Z
A N
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R
REFER TO STRUCTURAL FOR REMOVAL OF ALL METAL PROTUSIONS.4.
EXISTING PLATFORM SYSTEM.
REMOVED. SOME ITEMS MAY NOT BE EXPOSED UNTIL THE REMOVAL OF THE
HEREIN THIS SHEET. CONTRACTOR TO VERIFY ALL EMBEDDED ITEMS TO BE
SHOWN, ALTHOUGH AN ATTEMPT TO NUMERATE ALL ITEMS HAS BEEN MADE
ALL ITEMS TO BE REMOVED ON EXISTING CONCRETE WALLS MAY NOT BE 3.
APPURTENANCES ARE NOT SHOWN FOR CLARITY.
EQUIPMENT, PIPING, CONDUIT, DUCTING AND OTHER SIMILAR
EXISTING TO REMAIN OR NEW MECHANICAL, PLUMBING AND ELECTRICAL 2.
ARCHITECTURAL SHEETS ARE FOR REFERENCE ONLY.
AND APPURTENANCES. ANY OF THESE ITEMS APPEARING IN THE
REFER TO STRUCTURAL DRAWINGS FOR NEW METAL PLATFORM, STAIRS 1.
D E
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3 3
6 6
EL. 287.00'
4TH FLOOR
EL. 295.50'
EL. 303.67'
EL. 311.83'
EL. 320.00'
EL. 328.17'
EL. 336.33'
EL. 344.50'
8TH FLOOR
ACCESS
319.75
LEVEL
EXT.
FIRE
EYE WASH
A4
A-501
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3 3
3 3
1 1
EL. 287.00'
4TH FLOOR
EL. 295.50'
EL. 303.67'
EL. 311.83'
EL. 320.00'
EL. 328.17'
EL. 336.33'
EL. 344.50'
8TH FLOOR
ACCESS
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SCALE: 1/4" = 1' 0 4' 8'2'
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LEGEND
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SHEET KEYNOTES
STRUCTURAL SHEETS.
EXISTING BRIDGE CRANE SHOWN FOR REFERENCE ONLY. REFER TO 5.
MECHANICAL SHEETS.
EXISTING MECHANICAL GRILLE SHOWN FOR REFERENCE ONLY. REFER TO 4.
PAINT ENTIRE CEILING. STOP PAINT AT EACH OPENING.3.
NEW RESINOUS FLOORING, SEE A-401.2.
LARGEST DIMENSION.
PAINT ALL CONCRETE WALLS. FILL ALL HOLES LARGER THAN 1/4" IN THE 1.
ROUTING.
COORDINATED WITH NEW ELECTRICAL CONDUIT
LOCATION IN PIT LEVEL (287.00) TO BE
NEW FIRE EXTINGUISHER MOUNTING AND INDICATOR.
TO BE PAINTED OVER.
REMOVED), SHOWN FOR REFERENCE ONLY. AREA
EXISTING MOUNTED FIRE EXTINGUISHER (TO BE
EXISTING LOCATION OF PAINTED AREA BEHIND
OVER.
FOR REFERENCE ONLY. AREA TO BE PAINTED
EXISTING LEVEL SIGNAGE PAINTED ON WALL, SHOWN
REMOVED
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
UNLESS NOTED OTHERWISE
EXISTING STRUCTURAL BOLTS TO BE REMOVED,
NEW INSTALL ITEMS
EXISTING ITEMS
K Z
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A P
P
ELEVATION: SOUTHSIDE
W E
F
B
FINAL
A-403
A-402
A-401
REF
A-403
A-402
A-401
REF
M D
P -1 -2 -3 /9
M A
T T
H E
W Z
A N
G E
R
REFER TO STRUCTURAL FOR REMOVAL OF ALL METAL PROTUSIONS.4.
EXISTING PLATFORM SYSTEM.
REMOVED. SOME ITEMS MAY NOT BE EXPOSED UNTIL THE REMOVAL OF THE
HEREIN THIS SHEET. CONTRACTOR TO VERIFY ALL EMBEDDED ITEMS TO BE
SHOWN, ALTHOUGH AN ATTEMPT TO NUMERATE ALL ITEMS HAS BEEN MADE
ALL ITEMS TO BE REMOVED ON EXISTING CONCRETE WALLS MAY NOT BE 3.
APPURTENANCES ARE NOT SHOWN FOR CLARITY.
EQUIPMENT, PIPING, CONDUIT, DUCTING AND OTHER SIMILAR
EXISTING TO REMAIN OR NEW MECHANICAL, PLUMBING AND ELECTRICAL 2.
ARCHITECTURAL SHEETS ARE FOR REFERENCE ONLY.
AND APPURTENANCES. ANY OF THESE ITEMS APPEARING IN THE
REFER TO STRUCTURAL DRAWINGS FOR NEW METAL PLATFORM, STAIRS 1.
D E
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C H
A N
G E
D G
E N
E R
A L N
O T
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3 5
EXT.
FIRE
EXT.
FIRE
EL. 287.00'
4TH FLOOR
EL. 295.50'
EL. 303.67'
EL. 311.83'
EL. 320.00'
EL. 328.17'
EL. 336.33'
EL. 344.50'
8TH FLOOR
ACCESS
EXT.
FIRE
EXT.
FIRE
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US Army Corps
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A2
SCALE: 1/2" = 1' 0 2' 4'1'
DETAIL: PLATFORM ASSEMBLIES
VOLUME 3
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/4 /2
A D
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PLATFORM ELEVATIONS.
EXTENDING PLATFORM ARRANGEMENT SHOWN IS TYPICAL OF ALL 1.
GENERAL NOTES
CHAIN DRIVE
TWO STAGE PLATFORM
EXTENSION STAGE 1
SINGLE STAGE PLATFORM EXTENSION
TWO STAGE PLATFORM
EXTENSION STAGE 2
GRATING GATE REPAI PIT
TWO STAGE PLATFORM
EXTENSION STAGE 1
M-507
B1
M-508
A4
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A5
M-515
A1
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B1
E3
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M-508
DIMENSION "A"
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®of Engineers
US Army Corps
U .S
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PLATFORM
HANDRAIL DIMENSIONS
DIMENSION "A"
SINGLE STAGE
STAGE 1
STAGE 2
STAGE 2 END
56"
56"
10"
41"
N
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DETAIL: SINGLE STAGE EXTENDED PLATFORM
SCALE: NTSM-501
REFA1
SCALE: 1 1/2" = 1' 1' 2'0 6"
M-507
REF DETAIL: REMOVABLE GUARD RAIL
M D
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E3
SCALE: NTSM-501
REF
SECTION: SINGLE STAGE PLATFORM DETAIL
MATERIAL: SCH 40 ALUMINUM PIPENOTE:
/4 /2
M O
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SECTION 1
SECTION 2
SECTION 3
SECTION 4
SECTION 5
56" GUARD
RAIL (TYP)
CHAIN DRIVE ROD
TYP SECTION 1, 3 & 5
STAGE 1 CARRIAGE TYP
STATIONARY PLATFORM GRATING
STATIONARY PLATFORM SUPPORT BEAM
CARRIAGE
EXTENDING PLATFORM
PLATFORM GRATING
SLIDES ON TOP OF STATIONARY
PLATFORM WALKING SURFACE
1/4" DIAMOND PLATE EXTENDING
M-503
A4
M-503
C4
M-503
C4
M-503
C4
M-503
A8
A1
M-506
C7
M-504
A2
41" GUARD RAIL
41" GUARD RAIL
56" GUARD RAIL
56" GUARD RAIL
56" GUARD RAIL
SECTION 5
SECTION 4
SECTION 3
SECTION 3
SECTION 4
SECTION 5
CHAIN DRIVE ROD (TYP)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
N A
R Y L
O C
K A
N D D
A M
C O
L U
M B
IA
R
IV
E R
O R
E G
O N A
N D W
A S
H
IN
G T
O N
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
VOLUME 3
K E
V
IN
R
E N
S H
A W P
O S
T A
G E E
X T
E N
D E
D P
L A
T F
O R
M
W E
F
B
FINAL
S T
A G
E
M D
P -1 -3 -3 /2
A4
FRONT ELEVATION: STAGE 2 PLATFORM
M-501
REF
SCALE: NTS
E1
SCALE: NTS
SECTION: TWO STAGE PLATFORM DETAIL
M-501
REF
/4 /2
M O
D
IF
IE
D E
X T
E N
D E
D W
A L
K W
A Y C
A L L
O
STATIONARY PLATFORM GRATING
STATIONARY PLATFORM SUPPORT BEAM
STAGE TWO CARRIAGE
EXTENDING PLATFORM
STAGE ONE CARRIAGE
EXTENDING PLATFORM
TOP OF STATIONARY PLATFORM GRATING
PLATFORM WALKING SURFACE SLIDES ON
1/4" DIAMOND PLATE EXTENDING
M-502
A1
M-502
A1
M-502
A1
M-502
A1
M-502
A1
M-511
A2
M-510
A2
M-510
A2
M-510
A2
M-511
A2
M-506
C7
M-509
A4
M-509
C4
M-509
C4
M-509
C4
M-509
A8
SHAFT 3 - 3'-6"
SHAFT 1 & 2 - 10'-0 3/4"
1 5/8 "1 1/4 "
4 7/8 "
1 5/8 "
/4
1'-0"
7 1/2 "4 1/2 "
1/2 " 2 7/8 " 1 1/4 "
1 1/2 "
5"
9/16 "
1/2 "
1/2 "
/2
/4
1"1"
2 1/2 " 1"
6"
7" 4 3/4 "
2"
4"
/2
/4
3 7/8
1"
.5
7 3/4 " 1/2 "
/4
/2
ASSEMBLY
SUPPORT
SPROCKET
SPROCKET SUPPORT ASSEMBLY
COUPPLING
RIGID
SHAFT 1
SHAFT 2
SPROCKET SUPPORT ASSEMBLY
COUPPLING
RIGID
COUPPLING
RIGID
BRACKET
REDUCER SUPPORT
SHAFT 3
20:1 GEAR RATIO, 892 IN-LB TORQUE
RIGHT ANGLE GEAR REDUCER,
WALKING SURFACE
EXTENDING PLATFORM
STATIONARY GRATING
EXTENDED PLATFORM CARRIAGE
CHAIN DRIVE ROD
ANSI 40 ROLLER CHAIN
IDLER SPROCKET, SEE SPEC
DRIVE SPROCKET, SEE SPEC
CHAIN CONNECTOR
IDLER SPROCKET, SEE SPEC
FLANGE BEARING, SEE SPEC
SUPPORT BEAM
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
N A
R Y L
O C
K A
N D D
A M
C O
L U
M B
IA
R
IV
E R
O R
E G
O N A
N D W
A S
H
IN
G T
O N
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
M-515
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
8:52:04 PM 12/14/2020
...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212M-515XXX.dgn
VOLUME 3
K E
V
IN
R
E N
S H
A W P
O S
T A
G E E
X T
E N
D E
D P
L A
T F
O R
M
W E
F
B
FINAL
C H
A
IN
D
R
IV
E
C8
SCALE: 6" = 1' 3"0 6"1-1/2"
C5
A5
E6
G1
A1
SCALE: NTS
DETAIL: CHAIN DRIVE ASSEMBLY
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: CHAIN DRIVE SHAFT
DETAIL: SPROCKET SUPPORT ASSEMBLY
M-501
REF
M D
P -1 -3 -3 /3
GENERAL NOTES
ALL COMPONENTS MILD STEEL UNLESS NOTED OTHERWISE.1.
MATERIAL: A36 STEELNOTE:
/4 /2
A D
D E
D S
P R
O C
K E
T S
U P
P O
R T I
N S
T A
L L
A T
IO
N D
E T
A
IL
C1
SCALE: 3" = 1'
DETAIL: SPROCKET SUPPORT INSTALLATION
6"0 3" 1'
7/16" X 2" SLOT TYP
7/16" X 2" SLOT TYP
11/16" X 1" SLOT TYP
(TYP)
1/16" CHAMFER
AS REQUIRED BY COUPLING
KEY SLOT, KEY SIZE DIMENSIONS
1/2" PIPE SPACER (TYP)
1/4" CHAMFER
1/2" PIPE SPACER
Ø9/16" HOLE W/
Ø11/16" HOLE
1"R
TYP
TYP
ANSI 40 ROLLER CHAIN IDLER SPROCKET
CHAIN DRIVE ROD
CONNECT TO
SUPPORT STRUCTURE
CONNECT TO
SECOND STAGE
CONNECT TO
BALL BEARING
DRIVE SPROCKET
FLANGE BEARING
IDLER SPROCKET
SPROCKET SUPPORT ASSEMBLY
E6
14"
4'-11"
/2
V A
R
IA
B L E H
E
IG
H T
6'-11" (VARIABLE LENGTH)
/2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
3/4" HOSE (TYP)
3/4" COUPLER
1" COUPLER
1 1/4" COUPLER
1 1/2" COUPLER
1" BALL VALVE
3/4" SUCTION LINE
VALVE
3/4" BALL
3/4" RETURN LINE
FILTER
1" BLACK IRON SUPPLY LINE
1" GLOBE VALVE
SITE GLASS
ACCESS HATCH
OIL CONTAINMENT
A36 STEEL HYDRAULIC
EQUIPMENT SUPPORT
PLATFORM, SLOPE AT
1" PER FOOR FOR
PROPER DRAINAGE
MANIFOLD PORTS
HYDRAULIC
CONTROL BOX
ELECTRICAL
OIL DRAIN LINE, SEE SHEET MP205
3/4" BALL VALVE FOR DRAINAGE
(5 TYPICAL)
3/4" BALL VALVES
E
E S
P E
C
.0
NORTH WALL OF REPAIR PIT
BE 22'-5" FROM EXISTING
PIPE CENTERLINE SHALL
SEE SPEC 41 24 26.00 28
MANIFOLD PIPING
3/4" BLACK IRON
TYPE PIPE CLAMP
STEEL EXTENSION SPLIT
DRAIN LINE - CONTINUES ON SHEET MP205
S
E N
P -1 -3 -3 /3
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...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212M-531XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
O
IL
T
A N
K S
Y S
T E
M
M C
N A
R Y L
O C
K A
N D D
A M
C O
L U
M B
IA
R
IV
E R
O R
E G
O N A
N D W
A S
H
IN
G T
O N
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
D
K L
O E
W E
R
K
K A
N E
J
H A
U G
E N
M-531
K E
V
IN
R
E N
S H
A W P .E
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
D E
T A
IL
S
GENERAL NOTES
D9
SCALE: 3/4" = 1' 2'0 1' 4'
SIDE VIEW: OIL TANK
A5
SCALE: 3/4" = 1' 2'0 1' 4'
D5
SCALE: 3/4" = 1' 2'0 1' 4'
ISOMETRIC: OIL TANK PLAN: OIL TANK
NORTH
PLAN
DETAIL: OIL TANK
M-201
REF
VOLUME 3
FIELD VERIFY DIMENSIONS PRIOR TO BEGINNING WORK.6.
COMPONENTS.
SPECIFICATION SECTION 41 24 26.00 28 FOR FURTHER DETAILS ON
HYDRAULIC SYSTEM SHALL BE PROVIDED AS A PACKAGED UNIT. SEE 5.
SUPPORT HYDRAULIC HOSES TO WALL FOR EVERY 3' TO 4' OF LENGTH.4.
COUPLERS.
COUPLERS SHALL BE BLACK IRON, HYDRAULIC MALE CONNECTION TYPE 3.
STEEL SHALL BE JOINED BY WELDING.2.
HYDRAULIC PIPING SHALL BE BLACK IRON, AND HOSES SHALL BE RUBBER.1.
W E
F
B
FINAL
/4 /2
M O
D
IF
IE
D S
H E
E T R
E F
E R
E N
C E
A D
D D
R A
IN
N
O T
SUPPORT
SHEET MP205 FOR CONTINUATION
FROM OIL STORAGE ROOM, SEE
PUMP AND MOTOR
HYDRAULIC TANK
A5
D9
3"
B
3"
CLEVIS PIN
BRACE PIN
BRACE SLIDE
BRACE FOOT
1" GROUT PAD
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
BASE PLATE
BODY
PNEUMATIC CYLINDER
CLEVIS PIN
BASE PLATE
PNEUMATIC CYLINDER
CLEVIS PIN
BRACE SLIDE
BRACE FOOT
SLIDE BEARING
SLIDE BEARING
CYLINDER CLEVIS
BRACE BODY
CYLINDER CLEVIS
SLIDE BEARING SLIDE BEARING
BRACE SLIDE
BRACE FOOT
1" GROUT PAD
BASE PLATE
BODY
PNEUMATIC CYLINDER CLEVIS PIN
BRACE PIN
BRACE SLIDE
BRACE FOOT
SLIDE BEARING
CYLINDER CLEVIS
1" GROUT PAD
(CYLINDER STROKE LENGTH)THREADED ROD END
CLEVIS
MOUNTING
W/ PIN
1" GROUT PAD
2" BORE DIA
2" DIAMETER CYLINDER
SLIDE BEARING
1/4"-20 LOW PROFILE SOCKET HEAD CAP SCREW
KEY SLIDE BEARING TO BRACE SLIDE WITH
SHEET MP-206.
SEE DIRECTIONAL CONTROL VALVE SCHEMATIC
BODY. TYP. BOTH PORTS CONNECT TO AIRLINE.
THE NIPPLE EXTENDS THROUGH THE BRACE
CONNECT AIR LINES VIA PIPE NIPPLE SUCH THAT
S
E N
P -1 -3 -3 /3
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VOLUME 3
W A
L L
A W
A L L
A D
IS
T R
IC
T
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S W
A L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
SCALE: NTS
D9
6"0 3" 1'
6"0 3" 1'
PLAN: LATERAL BRACE ASSEMBLY - FULLY RETRACTED
PLAN: LATERAL BRACE ASSEMBLY - FULLY EXTENDED
SCALE: 3" = 1'
A1
SCALE: 3" = 1'
C1
E1
SCALE: 3" = 1'
SECTION: LATERAL BRACE ASSEMBLY - FULLY RETRACTED
6"0 3" 1'
6"0 3" 1'
ELEVATIONS:PNEUMATIC CYLINDER
G1
SCALE: 3" = 1'
LATERAL BRACE ASSEMBLY
ISOMETRIC:
GENERAL NOTES
G A
T E A
N D S
C R
E E
N B
R A
C E
S
M C
N A
R Y L
O C
K A
N D D
A M
C O
L U
M B
IA
R
IV
E R
O R
E G
O N A
N D W
A S
H
IN
G T
O N
D
K L
O E
W E
R
P
A U
T H
J
H A
U G
E N
M-540
K E
V
IN
R
E N
S H
A W P .E
W E
F
B
FINAL
ALL CARBON STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED.2.
FOR LETTERED DIMENSIONS SEE TABLE ON SHEET M-541.1.
M-402
REF
L A
T E
R A
L B
R A
C E A
S S
E M
B L
Y /4 /2
C L
A R
IF
IE
D R
E F
E R
E N
C E I
N C
A L L
O U
BASE PLATE
BRACE BODY
CYLINDER CLEVIS
SLIDE BEARING
PNEUMATIC CYLINDER
CYLINDER FULLY EXTENDEDCYLINDER FULLY RETRACTED
M-541
F1
M-541
D4
M-541
A1
M-542
D7
M-542
A2
M-541
D8
M-541
A3
M-541
D1
G1
18'-6"
7' TYP7' TYP7' TYP8' TYP
T Y
P
T Y
P
7' TYP7' TYP7' TYP18'-9" TYP
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A5
A5
A1
A1
SEE NOTE 5
SEE NOTE 4
GROUND LEVEL - EL 287.00
PLATFORM LEVEL 2 - EL 295.25
PLATFORM LEVEL 3 - EL 303.42
PLATFORM LEVEL 4 - EL 311.58
PLATFORM LEVEL 5 - EL 319.75
PLATFORM LEVEL 6 - EL 327.92
PLATFORM LEVEL 7 - EL 336.08
PLATFORM LEVEL 8 - EL 344.25
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SEE NOTE 2
QUICK CONNECT (TYP)
SEE NOTE 3
SEE NOTE 4
SEE NOTE 5
GROUND LEVEL - EL 287.00
PLATFORM LEVEL 2 - EL 295.25
PLATFORM LEVEL 3 - EL 303.42
PLATFORM LEVEL 4 - EL 311.58
PLATFORM LEVEL 5 - EL 319.75
PLATFORM LEVEL 6 - EL 327.92
PLATFORM LEVEL 7 - EL 336.08
PLATFORM LEVEL 8 - EL 344.25
SEE NOTE 6
SEE NOTE 6
S
E N
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...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212MH403XXX.dgn
VOLUME 3
W A
L L
A W
A L L
A D
IS
T R
IC
T
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
MH403
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V
SCALE: 3/16" = 1' 8'0 4' 16'A1
SCALE: 3/16" = 1' 8'0 4' 16' A5
SCALE: 3/16" = 1' 8'0 4' 16'
O
L U
M B
IA
R
IV
E R
O R
E G
O N A
N D W
A S
H
IN
G T
O N
M C
N A
R Y L
O C
K A
N D D
A M
D
K L
O E
W E
R
K E
V
IN
R
E N
S H
A W P .E
NORTH
PLAN
G A
T E R
E P
A
IR
P
IT
W
E L
D
IN
G E
X H
A U
S T
B
M C
N E
IL
J
H A
U G
EAST ELEVATION: GATE REPAIR PIT WELDING EXHAUST WEST ELEVATION: GATE REPAIR PIT WELDING EXHAUST
MH401
REF
MH401
REF
M-901
REF
W E
F
B
FINAL
M D
P -1 -3 -3 /4
CONNECT ON THAT DUCT BRANCH.
DUCT BRANCH - THAT IS, TWO ON EACH LEVEL. ATTACH TO ANY QUICK
RECEPTOR ON THE OTHER END. PROVIDE ONE HOSE ASSEMBLY ON EACH
FLEXIBLE EXHAUST HOSE DISCONNECT ON ONE END AND WELDING FUME
EXHAUST HOSE SYSTEM ASSEMBLY: 8' LENGTH OF FLEXIBLE EXHAUST HOSE, 6.
TRAPPED SOLIDS.
WITH A REMOVABLE CAP OR GATE THAT CAN BE OPENED TO CLEAN OUT
SHORT VERTICAL DOWNWARD BRANCH THAT IS A DEAD END TERMINATING
PROVIDE A DIRT LEG AT THE BOTTOM OF EACH TRUNK LINE. A DIRT LEG IS A 5.
USE 8 INCH DIAMETER DUCT FOR TRUNK LINES.4.
USE 6 INCH DIAMETER DUCTS FOR BRANCH LINES.3.
OPERATED GATE.
SIDE AND 7-10 FEET APART. EQUIP EACH DISCONNECT WITH A MANUALLY
DESIGNED FOR USE WITH 6 INCH DIAMETER FLEXIBLE HOSE. PROVIDE 4 PER
ON EACH LEVEL PROVIDE 8 EVENLY SPACED QUICK DISCONNECTS 2.
AND BRANCHES.
MAXIMIZE HEAD ROOM AND FREE SPACE. USE ONLY LONG RADIUS ELBOWS
GALVANIZED STEEL DUCTS, GAUGE 22 OR THICKER. ROUTE ALONG WALLS.
PROVIDE LOCAL EXHAUST SYSTEM USING QUICK FIT STYLE ROUND 1.
GENERAL SHEET NOTES
PLAN: LOCAL EXHAUST SYSTEM
/4 /2
A D
D E
D E
X H
A U
S T H
O S
E S
Y S
T E
M A
S S
E M
B L
IE
5'-8 1/2"
7'-3"
/2
6'-4"15'-0"7'-4 5/8 "
TYPE PIPE CLAMP
STEEL EXTENSION SPLIT
12"
10 3/4 "
1 1/2" PIPE
1 1/2" PIPE
GLOBE VALVE
CONNECTION
1 1/2" HOSE
1 1/2" PIPE SUPPORT
SUPPLY PIPING
WELD TO EXISTING
WELD TO EXISTING DRAIN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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IN
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GALV STEEL UNISTRUT
(TYPICAL, SHARED WITH SERVICE
AIR TUBING, SEE SHEET MP503)
PIPE CLAMP (TYP)
STEEL UNISTRUT
EL 287.00
CONTINUES ON SHEET M-531
1 1/2" OIL DRAIN LINE
UNISTRUT SUPPORT (6 TYP),
AIR PIPE NOT SHOWN
03 60 00 AND 07 84 00
RATED SEALANT PER
AND SEAL WITH FIRE
CORE DRILL, GROUT
HYDRAULIC DRAIN PIPING)
TYPE PIPE CLAM (TYPICAL FOR
1 1/2" STEEL EXTENSION SPIT
TANK SUPPLY PIPE
1" BLACK IRON OIL
OIL DRAIN PIPE
1 1/2" BLACK IRON
G7
C7
E7
VOLUME 3
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:55:17 PM 12/14/2020
...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212MP205XXX.dgn
P
IP
IN
G D
E A
T
IL
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SCALE: 1/4" = 1' 0 4' 8'2' A5
SCALE: 1/4" = 1' 0 4' 8'2'
C9
SCALE: 1 1/2" = 1' 1' 2'0 6"C7
E7
G7
M-201
REF NORTH ELEVATION: OIL SUPPLY AND DRAIN PIPE
GENERAL NOTES
DETAIL: 45-DEGREE BEND
DETAIL: DRAIN DETAIL: DRAIN
DETAIL: SUPPLY CONNECTION
UPSTREAM ELEVATION: OIL SUPPLY AND DRAIN PIPE
INTERFERE WITH THE FUNCTIONALITY OF ANY OTHER SYSTEM.
OTHER COMPONENTS AS NEEDED. PIPING PLACEMENT SHALL NOT
DRAIN PIPING SHALL BE ROUTED AROUND STRUCTURAL, ELECTRICAL, AND 3.
FIELD VERIFY DIMENSIONS PRIOR TO BEGINNING WORK.2.
DRAIN AND SUPPLY PIPE SHALL BOTH BE BLACK STEEL.1.
W E
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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N G
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:55:49 PM 12/14/2020
...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212E-608XXX.dgn
S H
E E
T
CABLE FROM DEVICE TO DEVICE ON THE SAME CIRCUIT.
REQUIRED FOR THE ENTIRE CIRCUIT, INCLUDING SHORTER LENGTHS OF
RECORDED CABLE LENGTHS INCLUDE THE ESTIMATED LENGTH OF CABLE 2.
DRAWINGS FOR MORE CONDUIT INFORMATION.
MAJOR PIECES OF EQUIPMENT SHOWN. REFER TO PLAN AND ELEVATION
NOT ALL CONDUIT ACCOUNTED FOR ON SCHEDULE. ONLY CONDUIT BETWEEN 1.
GENERAL SHEET NOTES
W E
F
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A1
CABLE AND CONDUIT SCHEDULE
SCALE: NTS
M D
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U E D
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
S
L L
A W
A L L
A D
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T R
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:56:35 PM 12/14/2020
...\Engineering-Design\MNA\MN454212\Designs\Sheets\MN454212E-609XXX.dgn
S H
E E
T
CABLE FROM DEVICE TO DEVICE ON THE SAME CIRCUIT.
REQUIRED FOR THE ENTIRE CIRCUIT, INCLUDING SHORTER LENGTHS OF
RECORDED CABLE LENGTHS INCLUDE THE ESTIMATED LENGTH OF CABLE 2.
DRAWINGS FOR MORE CONDUIT INFORMATION.
MAJOR PIECES OF EQUIPMENT SHOWN. REFER TO PLAN AND ELEVATION
NOT ALL CONDUIT ACCOUNTED FOR ON SCHEDULE. ONLY CONDUIT BETWEEN 1.
GENERAL SHEET NOTES
W E
F
B
FINAL
B2
CABLE AND CONDUIT SCHEDULE
P
D A
T E
D C
C S
C H
E D
U L E
/1
/2
| MN454212A-403XXX |
| MN454212A-404XXX |
| MN454212A-405XXX |
| MN454212M-501XXX |
| MN454212M-502XXX |
| MN454212M-508XXX |
| MN454212M-515XXX |
| MN454212M-531XXX |
| MN454212M-540XXX |
| MN454212MH403XXX |
| MN454212MP205XXX |
| MN454212E-608XXX |
| MN454212E-609XXX |
File details come from the government source that posted it. Updated .