Attachment_2_Moose_Creek_Dam_Max_Allowable_Loads.pdf
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H D
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D
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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M O
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E C
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A M
NN
A L
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K A D
IS
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A G
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A K
C S
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A N
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A G
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A K
-2
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G A
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W
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-D -0
W
K B -1
-D -0
UPSTREAM
DOWNSTREAM
O P
E R
A T
IO
N A
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A T
E R
E M
O V
L
LR-01
R .d g n
A L L T
E R
R A
IN
T
O N T
E L E
S C
O P
IN
G B
O O
M C
R A
N E
K
C O
X
6’-0" 6’-0"
OPERATING
GALLERY
BELOW
MACHINERY
ROOM
BELOW
FISHWAY
COVER
STOPLOG COVER, TYP.
REGULATING GATE
COVER, TYP.
STOPLOG COVER, TYP.
OPERATING
GALLERY
ACCESS
COVER, TYP.
FISH LADDER
COVER
FISHWAY
COVER
GENERAL PLAN:
MAXIMUM OPERATING LOADS FOR 2’ X 2’ OUTRIGGER SUPPORT PADS
2’-0" 17’-0" 3’-0"5’-0" 5’-0"
CONTRACTION
JOINT
3’-0" 5’-0" 2’-0"
OUTRIGGER PAD MINIMUM
SPACING ENVELOPE
OUTRIGGER
SUPPORT PAD
(TYP.)
M
IN
LEGEND:
ZONE NOT EVALUATED. MASSIVE CONCRETE MONOLITH BELOW.
NO CRANE LOADS PERMITTED.
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 10 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 25 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 30 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 50 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 80 TONS
OUTRIGGER PADS SHALL HAVE A RADIAL
CENTER-TO-CENTER SPACING NOT LESS THAN
24 FEET IN ANY DIRECTION, AS SHOWN ABOVE.
NOTE:
1. MAXIMUM OPERATING LOADS DO NOT INCLUDE
CONSIDERATION FOR DYNAMIC IMPACT EFFECTS.
IF SIGNIFICANT DYNAMIC IMPACT EFFECTS ARE
EXPECTED TO ACT ON CRANE PAYLOADS AND
OUTRIGGER PADS DURING LIFTING OPERATIONS,
THE ACCEPTABLE MAXIMUM OPERATING
LOADS SHOULD BE REDUCED ACCORDINGLY.
S O
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IT
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4 5
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B
M A
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D A
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B M
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D B
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P L
O T S
C A
L E
P L
O T D
A T
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C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
D R
A W
IN
G N
U M
B E
R
US Army Corps of Engineersfi
D E
S
IG
F
IL
E
D G
N
SHEET NAME: $SHEETN$BY USERNAME: $USER$DATE AND TIME PLOTTED: $$$DATE$$$$ $TIMEDRAWING PLOT SIZE: $BORDER$
Gate 1Gate 2Gate 3Gate 4
Gates 5 and 6 may be placed in any upstream or downtream slot.
H D
R I
N C
D
S
O
T E
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M O
O S
E C
R E
E K D
A M
NN
A L
A S
K A D
IS
T R
IC
T
A N
C H
O R
A G
E
A K
C S
T R
E E
T S
U
IT
E
A N
C H
O R
A G
E
A K
-2
E
G A
H A
N
W
K B -1
-D -0
W
K B -1
-D -0
UPSTREAM
DOWNSTREAM
O P
E R
A T
IO
N A
L G
A T
E R
E M
O V
LR-02
R .d g n
A L L T
E R
R A
IN
T
O N T
E L E
S C
O P
IN
G B
O O
M C
R A
N E
K
C O
X
6’-0" 6’-0"
OPERATING
GALLERY
BELOW
MACHINERY
ROOM
BELOW
FISHWAY
COVER
STOPLOG COVER, TYP.
REGULATING GATE
COVER, TYP.
STOPLOG COVER, TYP.
FISH LADDER
COVER
FISHWAY
COVER
GENERAL PLAN:
MAXIMUM OPERATING LOADS FOR 4’ X 4’ OUTRIGGER SUPPORT PADS
2’-0" 17’-0" 3’-0"
OPERATING
GALLERY
ACCESS
COVER, TYP.
5’-0" 5’-0"
CONTRACTION
JOINT
OUTRIGGER PAD MINIMUM
SPACING ENVELOPE
OUTRIGGER
SUPPORT PAD
(TYP.)
M
IN
OUTRIGGER PADS SHALL HAVE A RADIAL
CENTER-TO-CENTER SPACING NOT LESS THAN
25 FEET IN ANY DIRECTION, AS SHOWN ABOVE.
3’-0" 5’-0" 2’-0"
LEGEND:
ZONE NOT EVALUATED. MASSIVE CONCRETE MONOLITH BELOW.
NO CRANE LOADS PERMITTED.
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 35 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 50 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 65 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 120 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 85 TONS
OUTRIGGER MAXIMUM OPERATING LOAD PER OUTRIGGER PAD = 80 TONS
NOTE:
1. MAXIMUM OPERATING LOADS DO NOT INCLUDE
CONSIDERATION FOR DYNAMIC IMPACT EFFECTS.
IF SIGNIFICANT DYNAMIC IMPACT EFFECTS ARE
EXPECTED TO ACT ON CRANE PAYLOADS AND
OUTRIGGER PADS DURING LIFTING OPERATIONS,
THE ACCEPTABLE MAXIMUM OPERATING
LOADS SHOULD BE REDUCED ACCORDINGLY.
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
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
D R
A W
IN
G N
U M
B E
R
US Army Corps of Engineersfi
D E
S
IG
F
IL
E
D G
N
SHEET NAME: $SHEETN$BY USERNAME: $USER$DATE AND TIME PLOTTED: $$$DATE$$$$ $TIMEDRAWING PLOT SIZE: $BORDER$
Gate 1Gate 2Gate 3Gate 4
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