Attachment_IV_P-5-261-2.pdf
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Attachment IV
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" = 1'-0"16
3SCALE
SCALE 1" = 20'
> TRUSS > TRUSS> TRUSS
SHOWING METHOD OF MOVING ROTOR
(USING 4 - 150 TON HOOKS)
> PIER NO. 3 BLD'G LINE
F L
O W
> UNITS
UNIT NO. 2 UNIT NO. 1
> PIER NO. 3 > PIER NO. 2 > PIER NO. 1
R A I
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BEAMS
LIFTING
FOR
STOAGE
BAY
ASSEMBLY
EL. +55
NO. 2
CRANE
NO. 1
CRANE
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-1
-1
C C
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EACH
CAPACITY
MIN
FT. PER
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FT.
LIFT
MAX
CRANE DIAGRAM
INDEX PLAN
CAPACITIES AND SPEEDS
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P-5-261-2 2 2
BOLT CIRCLE DIAMETER.
FUTURE GENERATOR BY BOLTS ON 11'-6"
FLANGE DESIGN SHALL ALLOW FOR LIFTING
HOLES FOR PRESENT GENERATOR AS SHOWN
LESS THAN 500 TONS. CONTRACTOR DRILL
MINUS WEIGHT OF LIFTING BEAMS BUT NOT
DEVELOP CAPACITY OF CRANES - 600 TONS
LIFTING APPARATUS TO BE DESIGNED TO
MAIN HOIST
MAIN TROLLEY TRAVEL
CRANE
EACH
NUMBER
AUXILIARY HOIST
BRIDGE TRAVEL
IN
D
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N
41'-0"
82'-0" 82'-0"
21'-6"19'-6"
PLASTER CEILING
SERVICING TROLLEYS (SEE INDEX PLAN)
ACCESS DOORS IN CEILING FOR
BUMPERS
CAB
ROOF
TO MINIMUM
30' MAX. HOLD
RAISED FOR REMOVAL
OIL SUPPLY PIPE
SUPPORTS
PIN
FLOODLIGHTS
750 WATT
BEAM MUST BE MADE TO STORE AT EL. +82
TO ALLOW ROTATION OF ROTOR
TO BE ATTACHED TO LIFTING BEAMS SO AS
ROTOR LIFTING HUB (DISHPAN) TO BE FURNISHED BY CRANE CONTRACTOR
FURNISH 12-3•" BOLTS
CONTRACTOR TO
34'-0"DIA
274'-1" 2'-0"
276'-1"
RUNWAY CONDUCTORS
HATCH (TO EL. -58)
JOINT
10"
EQUALLY SPACED
12 HOLES
3•" DIA
BOLT CIRCLE
11'-0" DIA
LEVEL EL +82
STORAGE FLOOR
N
UNIT
STA. SERVICE
EL. +82
CEILING
DOORS IN
ACCESS
CABCAB
300 TON CRANE300 TON CRANE 28'-7"
LINKS
COUPLING
WT. OF ROTOR UNIT 1 & 2 350 TONS
2 150 4 85
45-50
25-30
25-30
95-105
11'-6"
B
MAKE 4'-0"
10" 10"
12'-8"DIA
GOVERNMENT
PROVIDED BY
FIXED STOPS
TEMPORARY WALL
BUMPERS
D R
A W
IN
G N
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B E
R
IS
S
U E D
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P S O
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R S of Engineers
US Army Corps
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Portland District
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IDENTIFICATION
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SHEET NAME: Standard_SheetBY USERNAME: G2ODBJTE JEREMY EICHNERDATE AND TIME PLOTTED: 6/2/2015 11:27:37 AM
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