W9127N-09-B-0009 Plans.pdf
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06/30/2009
U.S. ARM Y CORPS OF ENGINEERS
PORTLAND, OR
PORTLAND DISTRICT
G-00-1.104-001-BDF-C.dgn
G2ECDFEB G2ECDPLD
FIRST POW ERHOUSE
BONNEVILLE LOCK AND DAM
BDF-1.104-0/1
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MARK J. SAW KA P.E.MARK J. SAW KA P.E.
DRAW ING INDEXDRAW ING INDEXDRAW ING INDEX
JBS REM OVAL
MATT D. HANSON P.E.
W 9127N-09-B-0009W 9127N-09-B-0009W 9127N-09-B-0009W 9127N-09-B-0009
ANSI DANSI D
1:11:1
G -0
06/30/200906/30/200906/30/200906/30/2009
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SOLICITATION NO.:
FILE NAME:
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DESCRIPTION
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DESIGN FILE: C:\Documents and Settings\g2ecdjte\Desktop\01-New Folder\G-00-1.104-001-BDF-C.dgn S
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DESIGN FILE: C:\Documents and Settings\g2ecdjte\Desktop\01-New Folder\G-00-1.104-002-BDF-C.dgn S
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FIRST POW ERHOUSE
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MARK J. SAW KA P.E.
BDF-1.104-0/2
G2ECDFEB
GENERAL NOTES, SYMBOLS
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PORTLAND, OR
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1:1 06/30/2009
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G-00-1.104-101-BDF-C.dgn
MARK J. SAW KA P.E.
ANSI D
06/30/2009
G2ECCJLJ
MATT D. HANSON P.E.
G2EDCMDHG2EDCMDH
MATT D. HANSON P.E.
G2ECCJLJ
06/30/2009
ANSI D
MARK J. SAW KA P.E.MARK J. SAW KA P.E.
ANSI D
06/30/2009
G2ECCJLJ
MATT D. HANSON P.E.
G2EDCMDH
BDF-1.104-0/3
G2EDCMDH
MATT D. HANSON P.E.
G2ECCJLJ
06/30/2009
ANSI D
MARK J. SAW KA P.E.
U.S. ARM Y CORPS OF ENGINEERS
PORTLAND, OR
PORTLAND DISTRICT
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PORTLAND DISTRICT
PORTLAND, OR
U.S. ARM Y CORPS OF ENGINEERS
BDF-1.104-0/3BDF-1.104-0/3
W 9127N-09-B-0009W 9127N-09-B-0009W 9127N-09-B-0009W 9127N-09-B-0009
06/30/200906/30/200906/30/200906/30/20091:11:11:11:1
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FILE NAME:
DW N BY: CKD BY:
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SUBMITTED BY:
PLOT SCALE:PLOT DATE:
CONTRACT NO.:
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DESIGN FILE: C:\Documents and Settings\g2ecdjte\Desktop\01-New Folder\G-00-1.104-101-BDF-C.dgn S
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M A
P
P R
O J E
C T
S
IT
E M
A P
S C
A L
E : 1
N T
R A
C T N
U M
B E
R
PORTLAND DISTRICT
C O
N T
R A
C T N
U M
B E
R
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
J U
V E
N
IL
E B
Y P
A S
S
R E
M O
V A
L
PORTLAND DISTRICT
S .1
B D
F
C .d g n
B D
F .1
S-001
P O
R T
L A
N D D
IS
T R
IC
T
P O
R T
L A
N D
O R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G
E C
D P
L D
M A
H A
N S
.E
G
E C
D F
E B
A N
S I D
M A
R K
J
S A
W K
B O
N N
E V
IL
L E F
IR
S T P
O W
E R
H O
U S
E
P L
A N
B O
N N
E V
IL
L E F
IR
S T P
O W
E R
H O
U S
E
P L
N -0
-B -0
:1
:1
SEE SHEET S-008
NEW END WALL CONSTRUCTION
SUBMERGED
UNITS 1 THRU 5 THE SAME AS UNIT 6
ITEMS IN PUMPHOUSE
AND CONSTRUCTION
VARIOUS DEMOLITION
LADDER SEE SHEET S002
PIPE REMOVAL ACROSS FISH
O
V I
G A
T I
C K
SEE S006-S007
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
IG
IL
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N w l d e r
S
B D
F
C d g n
SHEET NAME: S-001BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:08 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
CONSTRUCTION BASE LINE
CENTERLINE OF UNITS
f f f f f f ff
9" f f
21’-4"f f
�" f f f f
T
P
0 5
CONTRACTOR STAGING AREA
N
FLOW
FLOOR TRANSITION SEE SHEETS S006 AND S007
SLUICEWAY OUTFALL
ICE AND TRASH
WINGWALL
BONNEVILLE FIRST POWERHOUSE PLAN
SCALE: 1"= 50’
050’ 50’
SCALE: 1"= 50’
B
S004
A
S004
S009
OPENINGS FOR
AND BDF-1.11-1-1/2. FILL THE WALL
PIPES AS SHOWN ON DWG BDF-2-19/10
REMOVE 2-48" DIA DISCHARGE
SECTION B
FROM THE GATEWELL
AND THE VBS’S MUST BEREMOVED
DOGGED OFF AT THE INTAKE CHECK
POWERHOUSE STS’S WILL BE
FROM THE BONNEVILLE FIRST
REMOVE 7 STS’S AND 6 VBS’S
SEE DECK PANEL INFILL
JBS CHANNEL WALL REMOVAL UNITS 1-10 SEE S004 & S005
INFILL AND VBS BRACKET REMOVAL
JBS ORIFICE REMOVAL, CONCRETE
UNIT 1UNIT 2UNIT 4UNIT 5UNIT 6UNIT 7UNIT 8UNIT 9
UNIT 3
FLOOR MODIFICATION
UNIT 10
TOP RIP
RAP
Ditch
Ditch
D it c h
D i t c h
Ditch
Ditch
D it c h
D i t c h
E
D it c h
D it h
B
ERC& FINGERLING OUTFALL CONDUIT REMOVALERC& FINGERLING OUTFALL CONDUIT REMOVALERC& FINGERLING OUTFALL CONDUIT REMOVAL
STA 16+08.00
STA 16+08.00
300’ TO D/S FACE OF PH.300’ TO D/S FACE OF PH.300’ TO D/S FACE OF PH.
STA 16+38.00
STA 16+68.00
B
ELEVATION FOR WALL REPAIR
T
Y P
FLOW
S
S T
A
S8 7° -0
6’ -4
7" W
S T
A
STA 15+59.05
NOT DRAWN TO SCALE
SCALE: 1"=300’
FACES FOR THE 23.5 DUA HOLE.
(6) #4 EQUALLY SPACED BOTH
FACES FOR THE 48" DIA HOLE
ALONG THE PERIMETER BOTH
(8)#4 BARS EQUALLY SPACED
SEE S-010
POLYETHELENE PIPE. SLAB
LOCATION OF TRANSITION TO
20"4
(TYP)
REINFORCEMENT
#4 GROUTED
NOTE 2
SEE
NOTE 1
SEE
AMPLITUDE OFFSET
ROUGHEN SURFACE �"
SPECIFICATION 03 31 01.00 10
AROUND THE PERIMETER BOTH FACES FILL WITH 6000 PSI CONCRETE SEE
GROUT IN PLACE WITH 6000 PSI GROUT. BARS ARE TO BE EQUALLY SPACED
FOOTPRINT NOT TO EXCEED 36 SQ.FT. REPLACE WITH (10) #4 BARS AND
3.REMOVE PIPE FLANGE AND CONCRETE BACK TO CONSTRUCTION JOINT
WITH 6000 PSI GROUT.
"ELEVATION FOR WALL REPAIR" AND IN SECTION B. GROUT REBAR IN PLACE
LADDER WALL WITH 6000 PSI CONCRETE AND REBAR PLACED AS SHOWN IN
2.FILL THE 48"DIA & 23.5"DIA PIPE PENETRATIONS FROM THE EAST & WEST
FROM THE FISH LADDER AND WALL .
1.THE 48"DIA ERC AND 24"DIA FINGERLING CONDUITS ARE TO BE REMOVED
CONTRACT
TO BE REMOVED BY ANOTHER
FINGERLING OUTFALL CONDUIT
S-002
C O
L U
M B
IA
R
IV
E G
O N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .d g n
B D
F .1
M A
H A
N S
G
E C
D F
E B
A N
S I D
M A
R K
J
S A
W
G
E C
D P
L D
M D
H
J B
S D
E M
O L
IT
IO
N S
H E
E T
J B
S O
U T F
A L L P
IP
E R
E M
O V
A L
REPAIR
THE LADDER WALL
SIMILAR REPAIR TO
REPAIR @ PUMP HOUSE
SEE NOTE 2 FOR WALL
PENETRATIONS SEE BDF-1.11-4-2/4
SEE NOTE 3 FOR WALL REPAIR
N -0
-B -0
NOTES:
T
Y P
ANOTHER CONTRACT
TO BE REMOVED BY
TRESTLE ASSEMBLIES
48"DIA PIPE
:1
PUMP HOUSE
STA 5+77.50
STA 8+98.26
> UNIT 10
STA 15+78.00
STA 16+08.00
STA 16+08.00
STA 16+08.00
STA 16+08.00
STA 16+08.00
STA 16+08.00
48" DIA PIPE
EL. 48.0’
EL. 32’-6"
1’-6"x2’-0" BEAM1’-6"x2’-0" BEAM1’-6"x2’-0" BEAM
TOP OF WEIR EL. 13.0’TOP OF WEIR EL. 13.0’TOP OF WEIR EL. 13.0’
EL. 0.00EL. 0.00EL. 0.00
DIFFUSION CHAMBER NO. 3DIFFUSION CHAMBER NO. 3DIFFUSION CHAMBER NO. 3
S T
A
S T
A
S T
A
EL. 00.0EL. 00.0EL. 00.0
STA 16+90.95
STA 16+68.00
STA 16+90.95
STA 16+38.00
STA 16+90.95
STA 16+68.00
STA 16+38.00
23.5" DIA. PIPE
N
STA 8+41.26
A
SECTION
SCALE: �"=1’-0"
B
12" 0 2’ 4’ 6’
SCALE: �"= 1’-0"
12" 6" 0 1’ 2’
SCALE: �"= 1’-0"
2" CLR
1’-0"
SECTION
A
SCALE: �"= 1’-0"
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C d g
SHEET NAME: S-002BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:11 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
FILL WITH GROUT
S-003
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
A L
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
P O
R T
L A
N D D
IS
T R
IC
T
P O
R T
L A
N D
O R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G
E C
D P
L D
G
E C
D F
E B
A N
S I D
M A
H A
N S
M A
R K
J
S A
W K
A
J B
S D
E M
O L
IT
IO
N S
H E
E T
O R
IF
A C
E R
E M
O V
A L A
N D C
O N
C R
E T
E F
-N -0
-B -0
:1
B
A
26.
0"
L
A P
R O
X I
M A
T E
APPROXI
MATE
1. SEE MD401, MD402, AND MD403 FOR MECHANICAL REMOVAL
NOTE:
SCALE: �" = 1’-0"
f f
2’-0" f f f f f f
TYP
f f f f f f f f
WHICH IS EL. 64.75
C EL. 65.5, EXCEPT 1A
EL. 80,00
TOP OF GRATING
81.38
EL.
81.12
> EL.
3’-9"
EL. 76.0
PIER OPENING
VARIES SEE DWG. BDF 1.11-5-0/8
CHANNEL
FINGERLING TRANSPORTATION
ASSEMBLY DRAWING 4/3)
VALVE 20’ (SEE VALVE
KNIFE EDGE GATE
CHANNEL WALL (TO BE REMOVED)
FINGERLING TRANSPORTATION
EL. 80
f INTAKE DECK EL. 90.00
EL. 75.50
GUIDE
STEM
EL. 76.0
EXCEPT 1A
C EL. 65.5L
4’-0" BAY 10C
3’-3" BAY 10B
2’-6" BAYS 1-10A
PNEUMATIC OPERATOR REMOVE SEE NOTE 1.
HIGH INTENSITY LIGHT REMOVE
WORK PLATFORM-SEE DWG BDF 1.11-5-0/10 REMOVE
ACCESS HATCH
STEEL PIPE.
6"SCH. 40 BLACK
LIGHT WELL PIPE,
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-003BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:13 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx f f f f f f f f f
CONCRETE
FILL WITH
LOCATIONS
AND EQUIPMENT
ORIFICE VALVE
DEPTH OF 4" AT
CONCRETE TO A
REMOVE EXISTING
f
SEE NOTE 1.
REMOVE ASSEMBLY
f f
EXISTING WALL.
FINISH FLUSH WITH
IN THE PIPE AND
OF WALL. PLACE GROUT
BACK 2" FROM FACE
SAW CUT 6" DIA PIPE
EXISTING CONCRETE
ITEMS TO BE REMOVED
NEW CONCRETE
NEW GROUT
f f
BOTTOM OF OPENING
1-#5 BAR TOP AND
IN PLACE AND UNDAMAGED
REINFORCEMENT SHALL REMAIN
A DEPTH OF 4" ALL EXISTING
VALVE AND EQUIPMENT LOCATIONS TO
CONCRETE TO BE REMOVED AT ORIFICE
W/12"EMBEDMENT
BAR EPOXY ANCHOR
#5 REINFORCEMENT
f
ORIFICE PLUG REINFORCEMENT
SCALE 1�" = 1’-0"
ORIFICE PLUG SECTION
SCALE: �"=1’-0"
A
SCALE: �"= 1’-0"
12" 0 1’ 2’ 3’ 4’
12" 6" 0 1’ 2’
SCALE: �"= 1’-0"
12" 9" 6" 3" 0 1’
SCALE: 1�"= 1’-0"
OF ORIFICE
ON BOTH SIDES
3-#5@6" SPACING
FINGERLING ENTRANCE ASSEMBLY
TYPICAL SECTION ALL BAYS EXCEPT 10B & 10C
SCALE: �" = 1’-0"
B f f f xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx f f f
ACCESS HATCH
16"
REMOVE LIGHT SWITCH SEE NOTE 1.
REMOVE WORK PLATFORM
f f f f f f f
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
S-004
F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
PORTLAND DISTRICT
B D
F .1
S-004
F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
R
K
J
S A
W
A N
S I D
G
E C
D F
E B
M A
H A
N S
G
E C
D P
L D
A N
S I D
G
E C
D P
L D
M A
H A
N S
G
E C
D F
E B
M A
R K
J
S A
W
J U
V E
N
IL
E B
Y P
A S
S W
A L L R
E M
O V
A L
J B
S D
E M
O L
IT
IO
N S
H E
E T
J U
V E
N
IL
E B
Y P
A S
S W
A L L R
E M
O V
A L
J B
S D
E M
O L
IT
IO
N S
H E
E
S R
E M
O V
S R
E M
O V
A L
W
N -0
-B -0
W
N -0
-B -0
:1
:1
EL. 58.0
CHANNEL WALL GEOMETRY FROM SECTION A TO SECTION B.
2. UNIT 7 IS THE TRANSISTION GEOMETRY FOR THE JBS
1. CONCRETE REMOVAL PLAN TO BE SUBMITTED FOR APPROVAL.
GENERAL NOTES:
SCALE: �"= 1’-0"
SEE NOTE 2
EL. 80.0
EL. 76.0
EL. 62.0
EL. 65.0
EL. 58.0
EL. 90.0
LEGEND:LEGEND:
CONCRETE TO BE REMOVED
EXISTING CONCRETE
3’-0"
1’-4"
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-004BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:16 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
5’-0" 10’-4"
2’-6"
15’-4"
AND OPERATOR
REMOVE SLUICE GATE
INTAKE DECK EL.90
EL.90
EL.80
EL 58.0
EL 58.0
EL 63.0
TRASHRACK GUIDES
BDF-1.11-4-1/2
DETAILS A&C DWG
STEEL STRUTS SEE
TRASHRACK GUIDES
C.J. EL. 51.00
EL.80
BDF-1.11-4-1/2
DETAILS A&C DWG
STEEL STRUTS SEE
SCALE: �"= 1’-0"
12"0 5’ 10’
12" 0 2’ 4’ 6’
SCALE: �"= 1’-0"
C
SEE SHEET S0004
DECK PANEL INFILL
ICE AND TRASH SLUICE
CONCRETE SECTION.
WALL TO EL 58.0 AND 15’-4" LONG
REMOVE TRANSPORTATION CHANNEL
FOR DIMENSIONS AND DETAILS
DRAWING BDF-1.11-4-1/3
AS SHOWN. SEE INFORMATIONAL
MACHINERY, AND CONCRETE
END WALL, SLUICE GATE,
REMOVE LADDER, PLATFORM,
CHANNEL WALL TO EL 58.0
REMOVE TRANSPORTATION
PLAN EL. 74.0
SOUTH END OF TRANSPORTATION CHANNEL DEMOLITION
SCALE: �" = 1’-0"
SCALE:�" = 1’-0"
SCALE: �"= 1’-0"
SEE NOTE 2
EXISTING STOP LOGS
WALL REMOVAL UNITS 7-10
WALL REMOVAL UNITS 1-6
S-001
S-001
DEMOLITION OF CONCRETE AND MISC. ITEMS
B
15’-4"
AND OPERATOR
REMOVE SLUICE GATE
EL 59.0
JBS WALL
RAILING AND WALL.
STRUTS, WALKWAY,
REMOVE STEEL
RAILING AND WALL.
STRUTS, WALKWAY,
REMOVE STEEL
8’-0" 1’-4"
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
S-005
C O
L U
M B
IA
R
IV
E G
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U
S R
E M
O V
A L
PORTLAND DISTRICT
G
E C
D P
L D
M A
H N
S
G
E C
D F
E B
A N
S I D
M A
R K
J
S A
W
S H
E E
T
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N S
L U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N
S H
E E
N -0
-B -0
:1
:1
POWERHOUSE UNITS 6-8
SCALE:�"= 1’-0"
SCALE:�"= 1’-0"
POWERHOUSE UNITS 8-10
C D
B
25’-4"
S-006
S-006
S-006 S-006
TO UNIT 1
EVEN TO EL. 58.0
REMOVED AND GROUND
SLUICEWALL TO BE
A
PLAN @ EL.76.0
PLAN @ EL.76.0
EL. 64.0
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
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-005BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:18 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
UNIT 6UNIT 7
UNIT 8UNIT 9
BE REMOVED
SLUICEWALL TO
UNIT 10
UNIT 8
EL. 64.0 EL. 58.0
EL. 64.0 EL. 58.0
SHT S-008
11 INFILL CONCRETE SEE
SEE DETAIL 1 FOR PIER
0 5’ 10’
SCALE: �"= 1’-0"
5’
1VON3H
1VON3H
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
.1
B D
F
C .D
G N
B D
F .1
S-006
C O
L U
M B
IA
R
IV
E G
O N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
A L
A N
S I D
S H
E E
T
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
:1
EL.90
SCALE: �"= 1’-0"
> OF PIER > OF PIER > OF PIER
EL. 64.0
EL. 58.0
EL. 51.0
EL. VARIES
INTAKE DECK EL. 90.00 INTAKE DECK EL. 90.00
EL. VARIES
TRANSITION D
2. NEW CONCRETE IS TO BE 6000 PSI.
MINIMUM OF 1/2" ABRUPT OFFSET.
1. ROUGHEN ALL EXISTING CONCRETE PRIOR TO NEW CONCRETE PLACEMENT
GENERAL NOTES:
UNIT 7-10 SECTION
FINAL CONFIGURATION
M A
H A
N S
S-005 S-005
A N
S I D
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N S
S H
E E
N -0
-B -0
:1G E
C D
F E
B G E
C D
P L D
M A
R K
J S
A W
K A
SCALE: �"= 1’-0"
9"27"
A
SCALE: �"= 1’-0"
INTAKE DECK EL. 90.00
SCALE: �"= 1’-0"
2’-6"
C.J. EL. 51.00
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
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-006BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:21 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
NEW CONCRETE
5’-0" 8’-0" 5’-0"
TOP OF SPILLWAY
EXISTING CONCRETE
LEGEND:
0 5’ 10’
SCALE: �"= 1’-0"
5’
SCALE: �"= 1’-0"
12"0 5’ 10’
S-005
12" BELOW NEW CONCRETE SURFACE
REMOVED JBS CHANNEL WALL
SECTION B
S-005
EL. VARIES
FILL BLOCK
FOR CONCRETE
SEE SHEET S-011
EL. 64.00
TRASHRACK GUIDES
10’-6"
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
S-007
A N
S I D
G
E C
D F
E B
M A
H A
N S
G
E C
D P
L D
R E
IN
F O
R C
E M
E N
T
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N -0
-B -0
M A
R K
J
S A
W K
A
:1
EL.90
SCALE: �"= 1’-0"
> OF PIER > OF PIER > OF PIER
EL. 64.0
EL. 58.0
EL. 51.0
INTAKE DECK EL. 90.00 INTAKE DECK EL. 90.00
EL. VARIES
TRANSITION D
REINFORCEMENT FOR REINFORCEMENT FOR
#6@12 E.W.
#6@12 E.W.
#6@12 E.W.
EL. 58.0
32"
78"
TIE IN DETAIL 1
-SCALE:3/8"= 1’-0"
D E
M O
4. ALL CLEAR COVER FOR REINFORCEMENT IS 6 INCHES ON THIS SHEET.
CEMENTITIOUS GROUT.
3. ALL CONCRETE ANCHOR BARS SHALL BE INSTALLED W/6000 PSI.
2. NEW CONCRETE IS TO BE 6000 PSI.
1. ROUGHEN ALL EXISTING CONCRETE PRIOR TO NEW CONCRETE PLACEMENT.
GENERAL NOTES:
SECTION B
S-005
S-005 S-005
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
A L
PORTLAND DISTRICT
A N
S I D
G
E C
D P
L D
M A
H A
N S
G
E C
D F
E B
M A
R K
J
S A
W K
A
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N S
R E
IN
F O
R C
E M
E
:1
S-007
32"
32"
C V
R
C L
R
SCALE: �"= 1’-0"
A
SCALE: �"= 1’-0"
INTAKE DECK EL. 90.00
SCALE: �"= 1’-0"
REINFORCEMENT FOR UNIT 7-10 SECTION
S-005
C.J. EL. 51.00
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-007BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:23 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
S-007
A N
S I D
G
E C
D F
E B
M A
H A
N S
G
E C
D P
L D
R E
IN
F O
R C
E M
E N
T
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N -0
-B -0
M A
R K
J
S A
W K
A
:1
EL.90
SCALE: �"= 1’-0"
> OF PIER > OF PIER > OF PIER
EL. 64.0
EL. 58.0
EL. 51.0
INTAKE DECK EL. 90.00 INTAKE DECK EL. 90.00
EL. VARIES
TRANSITION D
REINFORCEMENT FOR REINFORCEMENT FOR
#6@12 E.W.
#6@12 E.W.
#6@12 E.W.
EL. 58.0
32"
78"
D E
M O
4. ALL CLEAR COVER FOR REINFORCEMENT IS 6 INCHES ON THIS SHEET.
CEMENTITIOUS GROUT.
3. ALL CONCRETE ANCHOR BARS SHALL BE INSTALLED W/6000 PSI.
2. NEW CONCRETE IS TO BE 6000 PSI.
1. ROUGHEN ALL EXISTING CONCRETE PRIOR TO NEW CONCRETE PLACEMENT.
GENERAL NOTES:
SECTION B
S-005
S-005 S-005
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
A L
PORTLAND DISTRICT
A N
S I D
G
E C
D P
L D
M A
H A
N S
G
E C
D F
E B
M A
R K
J
S A
W K
A
S L
U
IC
E W
A Y F
L O
O R M
O D
IF
IC
A T
IO
N S
R E
IN
F O
R C
E M
E
:1
S-007
32"
32"
C V
R
C L
R
SCALE: �"= 1’-0"
A
SCALE: �"= 1’-0"
INTAKE DECK EL. 90.00
SCALE: �"= 1’-0"
REINFORCEMENT FOR UNIT 7-10 SECTION
S-005
C.J. EL. 51.00
SEE NOTE 3
W/30" EMBEDMENT
#6@12" ANCHORS
SEE NOTE 3
W/30" EMBEDMENT
#6@12" ANCHORS
SEE NOTE 3
W/30" EMBEDMENT
#6@12" ANCHORS
SEE NOTE 3
W/30" EMBEDMENT
#6@12" ANCHORS
NEW CONCRETE
5’-0" 8’-0" 5’-0"
TOP OF SPILLWAY
EXISTING CONCRETE
LEGEND:
#6@12 E.W.
SEE NOTE 3
W/ 30" EMBEDMENT
#6@12" ANCHORS
0 5’ 10’
SCALE: �"= 1’-0"
5’
SCALE: �"= 1’-0"
12"0 5’ 10’
12" 0 2’ 4’ 6’
SCALE: �"= 1’-0"
NEW CONCRETE
5’-0" 8’-0" 5’-0"
TOP OF SPILLWAY
EXISTING CONCRETE
LEGEND:
#6@12 E.W.
SEE NOTE 3
W/ 30" EMBEDMENT
#6@12" ANCHORS
0 5’ 10’
SCALE: �"= 1’-0"
5’
SCALE: �"= 1’-0"
12"0 5’ 10’
12" 0 2’ 4’ 6’
SCALE: �"= 1’-0"
#6@12" E.W.
EMBEDMENT
#6@12" W/30"
#6@12" E.W.
EMBEDMENT
#6@12" W/30"
EL. 64.00EL. 64.00
TRASHRACK GUIDESTRASHRACK GUIDES
1’-0"
SAW CUT 2" DEEP
1’-0"
SAW CUT 2" DEEP
R= 5’-0"
EL. 58.0
EL. 68.0
EL. 87.0
EL. 90
EL. 51.0
EL. 74.0
2’-0"
2’-0"
RETROFIT WATERSTOP DETAIL 2
S-008
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
S-008
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
J B
S R
E M
O V
A L
PORTLAND DISTRICT
A N
S I D
S L
U
IC
E W
A Y E
N D W
A L L I
N F
IL
L
A N
S I D
S L
U
IC
E W
A Y E
N D W
A L L I
N F
-0
-B -0
E C
D P
L D
:1
:1
DETAIL 1 PIER 11 END WALL INFILL
ORIGINAL CONCRETEORIGINAL CONCRETE
CLR FROM D/S FACE OF WALL
AND BOTTOM BOTH OPENINGS 4"
6@12 DOWELS @ 30" DEEP TOP
BSECTION
NOTES:
SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
ASECTION
B
DETAIL 1 PIER 11 END WALL INFILL REINFORCEMENT
BOTH SIDES EACH OPENING
6@12" DOWELS 30" DEEP EMBEDMENT
T
T
T
T
EL 80.0
OPENINGS
SHEET 8 ALL AROUND BOTH
STOP PER DETAIL 2 ON
INSTALL RETROFIT WATER
DIRECTION.
WIDTH OF BOTH OPENINGS EACH FACE EACH
#6 SPLICE BARS @ 12" SPACING THE FULL
EXISTING CONCRETE
NEW CONCRETE
RECOMMENDATIONS.
INSTALL ACCORDING TO MANUFACTURERS
SHAPE 609 OR APPROVED EQUIVALENT.
4. WATERSTOP TO BE GREEN STREAK PVC.
GROUT.
INSTALLED W/6000 PSI. CEMENTITIOUS
3. ALL CONCRETE ANCHOR BARS SHALL BE
2. ALL NEW CONCRETE TO BE 6000 PSI
1. CLEAR COVER 4" EACH FACE.
LEGEND
G E
C D
F E
B
M A
R K
J S
A W
K A
P E
M A
H A
N S
8’-0"
8’-0"
8’-0"
SEE NOTE 4
RETROFIT WATERSTOP
TO MAINTAIN THIS GEOMETRY
TIE WATERSTOP TO REINFORCEMENT
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-008BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:25 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
SCALE: 1�"= 1’-0"
SCALE: �"= 1’-0"
0 5’ 10’
SCALE: �"= 1’-0"
5’
SCALE: �"= 1’-0"
12"0 5’ 10’
12" 0 5’
SCALE: �"= 1’-0"
S-009
RECOMMENDATIONS
MANUFACTURER’S
EPOXY GEL PER
SECTIONS 03 331 01.00) (P2.3.3)
BOLT (TYP)(SEE SPECIFICATIONS
�"o x 3" MINS.S. ANCHOR
DECK PANEL INFILL
TYPICAL SECTION
PLAN DECK PANEL INFILLPLAN DECK PANEL INFILLPLAN DECK PANEL INFILLPLAN DECK PANEL INFILL
(TYPICAL 28 LOCATIONS ON PH1 FOREBAY DECK) SEE NOTE 5.
(TYP)
TO CONCRETE PLACEMENT
REMOVE ANGLES PRIOR
2’-9�"
2’-4"
(TYP)
TO CONCRETE PLACEMENT
REMOVE ANGLES PRIOR
V
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .D
G N
B D
F .1
S-009
J B
S R
E M
O V
A L
M A
R K
J
S A
W
A N
S I D
G
E C
D F
E B
M A
H A
N S
G
E C
D P
L D
IN
T
A K
E D
E C
K M
O D
IF
IC
A T
IO
N S
:1
PLAN XDCR MOUNTING BRACKET
NYLOCK NUT (TYP)
�"GALV. BOLT WITH
2" SLOTTED HOLE (TYP)
2"x3/8" BAR
�" o WELDED STUD/
ADHESIVE ANCHOR (TYP)
� x4" MINIMUM EMBEDDED
L
(TYP)
12"x12"x1/2" P
ASECTION
ASECTION
ASECTION
ASECTION
ASECTION
XDCR MOUNTING PL
SEE NOTE 3
A36 STEEL L4x3x3/8"(TYP)
SEE NOTE 5
NOTES:
SEE NOTE 1
SEE NOTE 2
SCALE: 1�"= 1’-0"
ACCESS HOLE
EXISTING DECK
C O
L U
M B
IA
R
IV
E
G O
N
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
F
IR
S T P
O W
E R
H O
U S
E
PORTLAND DISTRICT
M A
H A
N S
G
E C
D P
L D
G
E C
D F
E B
A N
S I D
M A
R K
J
S A
W
IN
T
A K
E D
E C
K M
O D
IF
IC
A T
IO
N -0
-B -0
THAN OPENING
(3) #5BARS 2" LESS
2"x8"x3/8" BAR
DEPTH.
6. SEE DETAIL 1, SHEET E-505 FOR REQUIRED MOUNTING
IN UNITS 1-10 EXCEPT FOR BAYS 2A, 4A AND 7C.
5. DECK MODIFICATIONS FOR ALL DECK OPENINGS
4. ALL NEW CONCRETE TO BE 6000 PSI.
BOLT HOLES.
STUD LOCATIONS WITH TRANSDUCER MOUNTING
3. COORDINATE MOUNTING PLATE HOLE AND
PAINT TO ALL FIELD MODIFICATIONS.
TO BE FIELD ADJUSTED. APPLY AN APPROVED COLD
2. MOUNTING BRACKET BAR LENGTH AND CLIP ANGLE
ASTM A36 AND GALVANIZED AFTER FABRICATION.
1. ALL STEEL IN XDCR MOUNTING BRACKET SHALL BE
GRATING AT CENTER AT THESE OPENINGS.
3 REQUIRED FOR OPENING AT BAY 2A, 4A AND 7C. WELD EXISTING
: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
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C
D G
N
SHEET NAME: S-009BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:28 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
#5x24 BARS T&B
(4) #5 BARS (2"LESS THAN OPENING)
12" MIN SPLICE LENGTH
(4) 5@6" (2"LESS THAN OPENING)
(3) #5x24" W/12" EMBEDMENT
GROUTED REINFORCEMENT
2"x3/8"BAR (TYP)
WELDED THD �" STUD
(TYP)
1/8
1/8
(TYP)
10"
5�"
4�"
(TYP)
12"x12"x1/2"PL
3’-4"
SCALE: 1�"= 1’-0"
SCALE: 1�"= 1’-0"
1’-0"
A
12" 9" 6" 3" 0 1’
SCALE: 1�"= 1’-0"
SCALE: 1�"= 1’-0"
GRATING OMITTED FOR CLARITY
S
T E
EL. 90.0
SCALE: 3"= 1’-0"
0 3" 6" 12"EMBEDMENT T&B
5x40" BARS @ 22"
EMBEDMENT T&B
#5x40" BARS @ 22"
10 11
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S .1
B D
F
C .d g n
B D
F .1
S-010
E
M O
V A
L
J U
V E
N
IL
E B
Y P
A S
S
B O
N N
E V
IL
L E L
O C
K A
N D D
IN
G E
R L
IN
G O
U T F
A L L P
L U
G
G
E C
D P
L D
M A
H A
N S
G
E C
D F
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M A
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J
S A
W
W
N -0
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:1
SCALE: �"=1’-0"
SECTION THRU CENTER OF OUTFALL
SCALE: �"=1’-0"
SECTION THRU CENTER OF OUTFALL
SCALE: �" = 1’-0"
SCALE: 3" = 1’-0"
SCALE: 1"=1’-0"
PORTLAND DISTRICT
F
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S T P
O W
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H O
U
IN
G E
R L
IN
G O
U T F
A L L P
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N -0
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:1
2"
S O
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IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
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D E
S C
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IP
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N
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2 3
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4 5
A
B
M A
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D A
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D B
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P L
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C A
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P L
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A T
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
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C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C d g n
SHEET NAME: S-010BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:30 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
ALLOW FOR NEW SLAB.
REMOVE CONCRETE TO
1’-5�" 11’-8"
13’-1�"
NOTES
A
B
1’-0"
#4 @ 12" O.C. EACH WAY
#6 @ 12" O.C. EACH WAY
TOP AND BOTTOM TYP.
WITH 30" EMBEDMENT
#6 @ 12"x60" LONG
ANCHOR LOCATIONS.
SHEAR KEY AT CONCRETE
IN EXISTING WALL FOR A
REMOVE 2"x 6" CONCRETE
PLAN
EXISTING CONCRETE A
REMOVED CONCRETE WITH NEW PLUG B
SCALE: �"= 1’-0"
12"0 5’ 10’
DETAIL
12" 0 2’ 4’ 6’
SCALE: �"= 1’-0"
SCALE: 3"= 1’-0"
0 3" 6" 12"
REBAR DETAIL 1
SCALE: �" = 1’-0"
SCALE: 1"= 1’-0"
1’06"12"
4’-3"4’-3"
GRATING DETAILS
SEE BDF 1.11-5-0/5
REPLACE BEAM
DETAIL"B"
FOR CONNECTION
SEE BDF 1.11-4-2/5
SEE BDF-1.11-5-0/6
REPLACE GRATING
R
3: HSS TO BE A572.
2: STEEL SHAPES TO BE ASTM A36
1: CONCRETE SLAB IS 13’-0" x 9’-0"
APPROVED EQ (TYP.)
OR GOVERMENT
GRATE-FAST
GROUTED IN PLACE
WITH 8" EMBEDMENT
�" ALL THREAD ROD
W 8 x 21 @ 3’-7.5" ON CENTER
M A
T
H
X I
S T I
A T I
N G
21’-9"
8"
W 8 x 21
SHIM AS NEEDED
O.C. (TYP)
SCREWS 2"
SELF TAPPING
MATCH EXISTING
HSS 7x4x�
FISH OUTFALL
13’-1�"
FOR EXPANSION
CONCRETE TO ALLOW
OLD AND NEW
1.5" GAP BETWEEN
EACH WAY
#4 @ 12" O.C
EACH WAY
#6 @ 12" O.C
CONCRETE FILL BLOCK ELEVATION
CONCRETE FILL BLOCK PLAN
CONCRETE FILL BLOCK
TRASH RACK SLOT
UNIT 7-10
10A, C.
9A, B, C.
8A, B, C.
INSTALL IN BAYS 7A, B, C.
CONCRETE FILL BLOCK
21’-3"
END VIEW
1’-8"
(TYP)
4"
21’-3"
1’-9"
CONCRETE FILL BLOCK REBAR DETAIL
1’-8"
1’-9"
6"
SPACED EVENLY
(3) #4 BOTTOM BARS
SPACED EVENLY
(3) #4 TOP BARS
8" O.C.
# 3 TIE @
R
T
Y P
@8" O.C.
# 3 TIE
4’-1"
1’-10"
(TYP)6
3"
#5 BAR
BOLTS(TYP)
CAP PLATE W/3/8" WETSET
1/4" GALVANIZED STEEL
#5x47"REBAR (TYP)
3"
6"
3"
�"x47" BAR
EQUALLY SPACED
�" RIVETS
HOIST BAR ENCLOSURE TOP VIEW HOIST BAR ENCLOSURE FRONT VIEW HOIST BAR ENCLOSURE SIDE VIEW
ENCLOSURE
HOIST BAR
5 REBAR
�" DIA HOLE FOR
G E
C D
F E
B G E
C D
P L D
M A
R K
J S
A W
K A
P E
SECTION B
SCALE: �" = 1’-0"
SHOWN FOR CLARITY
CAP PLATE NOT
BLOCK PLAN
SEE CONCRETE FILL
SHOWN FOR CLARITY
M A
H A
N S
11 11
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
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L A
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PORTLAND DISTRICT
S .1
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B D
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S-011
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M O
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L I
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S -1
W -0
-B -0
W -0
-B -0
W -0
-B -0
1’-9"
:1
:1
:1
SECTION A
-SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
1’-8"
SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
SCALE: 6"= 1’-0" SCALE: 6"= 1’-0"
SCALE: 6"= 1’-0"
A
B
0 1" 2" 3" 6"
SCALE: 6"= 1’-0"
12" 6" 0 1’ 2’
SCALE: �"= 1’-0"
SCALE: �"= 1’-0"
12" 0 5’
SCALE: �"= 1’-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
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D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
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D A
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S
IZ
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S U
B M
IT
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
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C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
S
B D
F
C d g n
SHEET NAME: S-011BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:32 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
EL. 59.00
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
N A
W R
ID
A N
S I D
M .1
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B D
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B D
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D D J
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D D J
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J B
S D
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N L
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A T
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MD101
1 6
:1
M
O V
A L
J U
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N
IL
L E B
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A S
S F
IR
S T P
O W
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H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
MU 1
MU 6
MU 2MU 3MU 4MU 5
MU 7MU 8MU 9MU 10
SEE MD-404
PUMPHOUSE DEMOLITION AREA
N.T.S.
POWERHOUSE - PLAN VIEW
N.T.S.
POWERHOUSE - PLAN VIEW
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
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D E
S
IG
N E
D B
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D E
S C
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IP
T
IO
N
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2 3
C
4 5
A
B
M A
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D A
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S
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S U
B M
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
C d g n
SHEET NAME: MD101BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:34 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
> MAIN UNITS> MAIN UNITS
E R
E R
E R
E R
E R
E R
> PIER 0
E R
JBS EQUIPMENT DEMOLITION
SEE SHT MD 402 FOR
JBS EQUIPMENT DEMOLITION
SEE SHT MD-402 FOR
JBS EQUIPMENT DEMOLITION
SEE SHT MD-402 FOR
JBS EQUIPMENT DEMOLITION
SEE SHT MD 403 FOR
JBS EQUIPMENT DEMOLITION
SEE SHT MD 401 FOR
E
N A
W R
ID
G E
S L
U
IC
E W
A Y E
Q U
IP
M E
A R
M Y C
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P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
S I D
M .1
D
B D
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B D
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R R
L R
G
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R R
L R
G
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D R
A M
S H
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F
J B
S D
E M
O L
IT
IO
N
MD401
2 6
:1
M
O V
A L
J U
V E
N
IL
L E B
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A S
S F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
BAY 1A - ELEVATION VIEW
SEE SHEET S-003
AND LIGHT TUBE WITH CONCRETE
REMOVE VALVE AND PLUG ORIFICE
N.T.S.
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
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C K
D B
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D E
S
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D B
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D E
S C
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N
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2 3
C
4 5
A
B
M A
R K
D A
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S
IZ
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
C d g n
SHEET NAME: MD401BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:36 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
EL. 64.75
(REMOVE)
PRESSURE VESSEL
EL. 80.00 WORK PLATFORM (REMOVE)
(REMOVE)
PLATFORM
WORK
ENCLOSES
GUARDRAIL
(REMOVE)
MOTOR
SLUICE GATE
(REMOVE)
LADDER
PUMP HOUSE.
TERMINATE PIPING INSIDE
AND ASSOCIATED PIPING.
REMOVE EXISTING CYLINDER
EL. 90.00
EL. 76.00
EL. 87.00
SUPPORT BLOCKS
REMOVE EXISTING
(REMOVE)
GUIDE
TRASH SLUICE
(REMOVE)
CONTROL GATE
TRASH SLUICE
REMOVE WALL
ACCESS HATCH
S L
U
IC
E W
A Y E
Q U
IP
M E
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
N A
W R
ID
A N
S I D
M .1
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B D
F
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B D
F .1
G
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R R
L R
G
E C
R R
L R
G
E C
D R
A M
S H
E E
T O
F
J B
S D
E M
O L
IT
IO
N
MD402
3 6
:1
M
O V
A L
J U
V E
N
IL
L E B
Y P
A S
S F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
BAYS 1B,1C,2B,2C,3A...10C - ELEVATION VIEW
N.T.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
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
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S U
B M
IT
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
C d g n
SHEET NAME: MD402BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:38 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
EL. 64.75
EL. 80.00 WORK PLATFORM (REMOVE)
(REMOVE)
LADDER
SEE SHEET S-003
AND LIGHT TUBE WITH CONCRETE
REMOVE VALVE AND PLUG ORIFICE
PUMPHOUSE
TERMINATE PIPING INSIDE
AND ASSOCIATED PIPING.
REMOVE EXISTING CYLINDER
WORK PLATFORM (REMOVE)
GUARDRAIL ENCLOSES
EL. 90.00
EL. 76.00
EL. 87.00
SUPPORT BLOCKS
REMOVE EXISTING
N A
W R
ID
G E
S L
U
IC
E W
A Y E
Q U
IP
M E
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
S I D
M .1
D
B D
F
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B D
F .1
G
E C
R R
L R
G
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R R
L R
G
E C
D R
A M
S H
E E
T O
F
J B
S D
E M
O L
IT
IO
N
MD403
4 6
:1
M
O V
A L
J U
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N
IL
L E B
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A S
S F
IR
S T P
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H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
BAY 2A - ELEVATION VIEW
(REMOVE)
LADDER
SEE SHEET S-003
AND LIGHT TUBE WITH CONCRETE
REMOVE VALVE AND PLUG ORIFICE
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
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N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
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S U
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
C d g n
SHEET NAME: MD403BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:40 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
EL. 65.50
WORK PLATFORM (REMOVE)
GUARDRAIL ENCLOSES
EL. 80.00 WORK PLATFORM (REMOVE)
LADDER (REMOVE)
PUMPHOUSE
TERMINATE PIPING INSIDE
AND ASSOCIATED PIPING.
REMOVE EXISTING CYLINDER
EL. 90.00
EL. 76.00
EL. 87.00
SUPPORT BLOCKS
REMOVE EXISTING
N.T.S.
P U
M P
H O
U S
E P
L A
N V
IE
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
N A
W R
ID
A N
S I D
M .1
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B D
F
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B D
F .1
G
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R R
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G
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R R
L R
G
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R R
L R
E L .5
J B
S D
E M
O L
IT
IO
N
MD404
5 6
:1
M
O V
A L
J U
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N
IL
L E B
Y P
A S
S F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
EL. 77.50
78.00
EL.
66.50
EL.
EL. 77.50
EL. 66.00
EL. 76.00
EL. 77.50
P I
E N
C H
E L
DN
EL. 76.00
(REMOVE)
TANK
RECOVERY(REMOVE)
TANK
ANESTHETIC
R
E M
O V
E
H O
L D I
SAMPLER
FISH
PUMPHOUSE PLAN VIEW - EL. 77.50
N.T.S.
PUMPHOUSE PLAN VIEW - EL. 66.00
N.T.S.
FOR DETAILS
SEE SHEET S-010
WITH NEW GRATING
COVER THIS AREA
SHEET S001, S002, S010
CONCRETE SEE DETAIL ON
CUT PIPE AND FILL WITH
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
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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
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
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SHEET NAME: MD404BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:42 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
(REMOVE)
MECHANISM
LIFTING
HATCH
ACCESS
SUMP
DUCT
INTAKE
AIR
UP
VENT
EXHAUST
HVAC
E.R.C. VENT
HANDRAIL
REMOVABLE GRATING
DUCT
INTAKE
AIR
BULKHEAD
CHANNEL
TRANSPORTATION
57’-9" 19’-9"
36’-0"
17’-0"
PIPES
DISCHARGE
SIPHONIC
Ø48"
GRATING
(REMOVE)
FLOAT WELL
(REMOVE)
OPERATOR
GATE
REGULATING
E.R.C.
OPERATOR (REMOVE)
ADD-IN GATE
(REMOVE)
BARS
SWEEP
BRUSH
(REMOVE)
GUIDES. 4 PLACES
FISH SAMPLER
(REMOVE)
PUMP
LUBE
(REMOVE)
COUPLING
EXPANSION
(REMOVE)
PUMP. 2 PLACES
PROPELLER
AXIAL FLOW
VERTICAL,
GRATING
MD405
A
B
MD405
(2 PLACES)
PROPELLER PUMP
FOR ACCESS TO
HATCH ON 90 DECK
FOR DETAILS
SEE SHEET S-010
WITH NEW GRATING
COVER THIS AREA
(REMOVE)
MOTOR
DRIVE
SCREEN
AND ASSOCIATED EQUIPMENT SHALL BE REVOVED
DEWATERING SCREEN, SCREEN CLEANER
(REMOVE)
FLOAT WELL
TRANSFORMER
LIGHTING
36’-0"
PUMP (REMOVE)
FLOW PROPELLER
VERTICAL, AXIAL
PROCESS PUMP
TANK (REMOVE)
HYDRO-PNEUMATIC
(REMOVE)
OPERATOR STEM
ADD-IN GATE
TO REMAIN
JIB AND HOIST
.1
D
B D
F
C .d g
MD405
6 6
R E
M O
V A
L
J U
V E
N
IL
L E B
Y P
A S
S F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
N
A
W R
ID
A N
S I D
B D
F .1
G
E C
R R
L R
G
E C
R R
L R
G
E C
D R
A M
P U
M P
H O
U S
E S
E C
T
IO
N
J B
S D
E M
O L
IT
IO
N
W
N -0
-B -0
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
:1
EL. 66.0
EL. 77.5
EL. 53.70
J B
S D
E M
O L
IT
IO
N
P U
M P
H O
U S
E S
E C
T
IO
N
G
E C
D R
A M
G
E C
R R
L R
G
E C
R R
L R
A N
S I D
R O
N A
W R
ID
EL. 88.34
EL. 29.00
EL. 36.70
EL. 54.50
EL. 77.50
EL. 86.00
EL. 76.00
EL. 46.70
EL. 42.70
EL. 46.70
EL. 38.50
EL. 40.50
PORTLAND DISTRICT
P O
R T
L A
N D D
IS
T R
IC
T
P O
R T
L A
N D
O R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
: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
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
D E
S
E
C
D o c u m e n t s a t t i n g s g e c d j t e
D e s k t o p
N l d e r
M
D
B D
F
C d g n
SHEET NAME: MD405BY USERNAME: g2ecdjte ()DATE AND TIME PLOTTED: 7/2/2009 10:56:44 AMDRAWING PLOT SIZE: ANSI D - 22 x 34 in.
BULKHEAD
CHANNEL
TRANSPORTATION
EQUIPMENT
FLOATWELL
(6 PLACES)
WITH SURROUNDING GRATING
MATERIAL CONSISTENT
HOLE IN GRATING WITH
REMOVE SHAFT AND REPLACE
(REMOVE)
WEIR GATE
TANK (REMOVE)
FISH SAMPLER
FLUME (REMOVE)
FISH SAMPLER
PLATE 21’x 8’ (REMOVE)
VARIABLE SLOPE DEFLECTOR
(REMOVE)
8’x 5’
PLATE
SEALER
35’x 8’ (REMOVE)
MOVABLE INCLINED SCREEN
BY STRUCTURAL GROUP
PIPE/PASSAGE SEAL TO BE DESIGNED
N.T.S.
PUMPHOUSE SECTION VIEW A
MD404 N.T.S.
PUMPHOUSE SECTION VIEW B
MD404
7.
6.
5.
4.
3.
2.
1.
NOTES:
ROOM SHALL REMAIN
� TON JIB FRAME WITH HOIST IN EL. 66 PUMP
ROOM SHALL REMAIN
1 TON JIB FRAME LOCATED AT THE SOUTH END OF
4 TON BRIDGE CRANE ABOVE HOPPER SHALL REMAIN
SHALL REMAIN
HOIST MONORAIL PERPENDICULAR ACCROSS CHANNEL
WORK AREA AND PULL TROLLERY WITH ELECTRIC
� TON MONORAIL HOIST DIRECTLY ABOVE HOPPER
AREA SHALL REMAIN
EL. 77 MAIN OFFICE AND HOPPER WORK
CEILING
REMOVE ALL HOSE REELS HANGING FROM
FOR GENERIAL NOTES SEE PAGE M-001.
HVAC EXHAUST VENT
AIR INTAKE DUCT
PUMPS (REMOVE)
FLOW PROPELLER
VERTICLE, AXIAL
JACKING SCREWS
NOTES
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
P O
R T
L A
N D D
IS
T R
IC
N C
O N
G
P .E
A N
S I D
E .1
B D
F
C .d g n
B D
F .1
G
E C
D B
D B
B
B A
N N
IS
T E
R
G
E C
D J
N E
R A
L N
O T
E S A
N D L
E G
E N
D
E-001
:1
S R
E M
O V
A L
F
IR
S T P
O W
E R
H O
U S
E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
W
N -0
-B -0
DISCONNECT SWITCH
POWER TRANSFORMER (ONE LINE DIAGRAM)
RESISTOR
FUSE
CONNECTION TO GROUND BUS
CONDUIT EXPOSED
CONDUIT EMBEDDED IN FLOOR OR WALL
RES
CONDUIT TURNING AWAY FROM OBSERVER.
CONDUIT TURNING TOWARD OBSERVER.
1. SWITCHBOARDS AND SWITCHGEAR
-LCQ
CQ -
480V (POWERHOUSE)
DQ
B -
BATTERY
CT CURRENT TRANSFORMER
M MOTOR
T TRANSFORMER (POWER)
X BREAKER (ADD VOLTAGE LETTER)
Z DISC. SWITCH (ADD VOLTAGE LETTER)
1. AS AN AID TO FURTHER IDENTIFICATION OF
-J
Q
R
N -
POWER CIRCUIT, 480VAC
POWER CIRCUIT (LIGHTING)
120/240 OR 120/208 VAC
- SPARE CONDUITs r q j c -
VOLTAGE CLASS AND LOCATION OF THE
EQUIPMENT, THE FOLLOWING ARE APPLIED TO
SEPARATELY MOUNTED BREAKERS, DISCONNECT-
ING MOUNTED BREAKERS, DISCONNECTING
SWITCHES, CURRENT TRANSFORMER AND
VOLTAGE TRANSFORMERS.
13.8kV
480V
-MCC MOTOR CONTROL CENTER
SJ
LOCKL
CONTROL CIRCUITS
EXISTING FEEDER
NEW FEEDER
EQUIPMENT OUTLINE (EXISTING)
DELTA CONNECTION (ONE-LINE DIAGRAM)
EQUIPMENT OUTLINE (NEW OR GOV. FURNISHED)
CONDUIT CAPPED BELOW FIN. GRADE
-D
F
SQ -
-TR TRANSFORMER (LIGHTING)
480V SWITCHBOARD (MAIN UNITS)
NON-OVERFLOW DAM
480V (NON-OVERFLOW DAM)
FCQ
480V SUBSTATION (POWERHOUSE)
480V SWITCHGEAR (NAV LOCK)
13.8kV SWITCHGEAR (STATION SERVICE)
SU
-SUA 480V SWITCHBOARD (FISHWATER UNITS)
NEUTRAL (i.e. GN1,TN1)
P - 5kV
START OF RUN END OF RUN
CIRCUIT NUMBER
CIRCUITS; I.E., THE END OF RUN IS OMITTED.
SUA-q1-CQA3
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
LIGHTING AND SOME POWER DISTRIBUTION
B. A TWO-PART NUMBER IS USED FOR MOST
VOLTAGE CLASS
SERVICE CODE OR
CQA3-q1.
CIRCUIT; e.g. CQA3-c1 WOULD CONTROL
THE NUMBER OF THE CONTROLLED POWER
C. CONTROL CIRCUIT NUMBERS CORRESPOND TO
THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL TO
TRANS. OIL PUMP 4C1).
(i.e. CQ24-q1-4C1 IS A CIRCUIT GOING TO
THE DESIGNATION ASSIGNED TO THE DEVICE
TO SEPARATELY MOUNTED DEVICES RECEIVE
COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS
CIRCUIT TO CT’S IN CIRCUIT BREAKER XJ1
TERMINAL EQUIPMENT DESIGNATION (e.g. THE
PART OF TERMINAL EQUIPMENT RECEIVE THE
E. CIRCUITS TO DEVICES FORMING AN INTEGRAL
NO
NP
NORMALLY OPEN
NAMEPLATE
FEEDER
FUSE
FLOOR
FLUORESCENT
SOLID NEUTRAL
RECEPTACLE
PANEL
N
PB
PC
PNL
PVC
S/N
FDR
FLR
FLUOR
SA SURGE ARRESTOR
PULL BOX, PUSH BUTTON
GFCI
GND
JUNCTION BOX
LS
LT FLEX
W
WP
HH
HID
HPS
HVAC
GROUND
HANDHOLE
HIGH PRESSURE SODIUM
HEATING, VENTILATING
INTERRUPTING CAPACITY
LIMIT SWITCH
WEATHERPROOF
TYPICALTYP
MTD MOUNTED
MT MOUNT
RCPT
HOA HAND-OFF-AUTO
MCB MAIN CIRCUIT BREAKER
MLO MAIN LUGS ONLY
RGS
PH PHASE
pr. PAIR
WT
W/
WATERTIGHT
WITH
RIGID GALV STEEL CONDUIT
480V (FISH RELATED
FISH RELATED
XFMR TRANSFORMER
GFE GOV’T FURNISHED EQUIPMENT
GI GROUND INSERT
-IOR REMOTE PLC INPUT/OUTPUT RACK
GND FAULT CIRCUIT INTERRUPTER
HIGH INTENSITY DISCHARGE
POLYVINYL CHLORIDE CONDUIT
PHOTOCELL, PERSONAL COMPUTER
LTG LIGHTING
LIQUID TIGHT FLEX CONDUIT
METAL-CLAD CIRCUIT BREAKER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
INDICATES TRIP RATING IN AMPERES
MOLDED-CASE CIRCUIT BREAKER, NUMBER
INDICATES TRIP RATING IN AMPERES
METAL ENCLOSED AIR CIRCUIT, NUMBER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
(SIZE AS INDICATED).
EMBEDDED GROUND CONDUCTOR
GROUND INSERT IN FLOOR
CONDUIT TICK MARKS DESIGNATION
PHASE CONDUCTOR(S)
GROUND CONDUCTOR
AND/OR NEUTRAL CONDUCTOR
SINGLE-POLE, SINGLE-THROW (SPST) SWITCH
-L LIGHTING
MM
SM
G.I.
DISCONNECT SWITCH (PLAN VIEW)
MUX MULTIPLEXER
FIBER OPTICF/O
UTP
MULTIMODE (FIBER)
SINGLEMODE (FIBER)
JUNCTION BOX
UNSHIELDED TWISTED PAIR (PHONE)
-tn
POWER CIRCUIT, 13.8kVAC
IG ISOLATED GROUND
LOCAL AREA NETWORK (LAN) CIRCUITS
SS
SPDT SINGLE-POLE DOUBLE-THROW
SPST SINGLE-POLE SINGLE-THROW
PTR PIT TAG ROOM
XX/M MAG ONLY RATING SHOWN
OR MOTOR CIRCUIT PROTECTOR
XXXA CURRENT RATING NOTED
CIRCUIT BREAKER
GFCI - INDICATES GFCI PROTECTED
WP - INDICATES WEATHERPROOF COVER
A. TERMINAL EQUIPMENT
B. MODIFYING TERMS FOR TERMINAL EQUIPMENT
2. LOAD CENTERS
3. APPARATUS
GALV GALVANIZED
INCAND INCANDESCENT
XPL EXISTING PANEL
POWER TERMINAL BLOCKPTB
CKT
CRS
CPU
CTB
CIRCUIT
CENTRAL PROCESSING UNIT
COATED RIGID STEEL CONDUIT
CONTROL TERMINAL BLOCK
DC
D/S
DIRECT CURRENT
DOWNSTREAM
EL
EXST
ELEVATION
EXISTING
PDB POWER DISTRIBUTION BLOCK
TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR
F,FU
UNINTERRUPTIBLE POWER SUPPLYUPS
AHU AIR HANDLING UNIT
PWR POWER
RV REVERSE
TB TERMINAL BLOCK
A AMMETER, AMPERE
AF AMP FUSE, AMP FRAME
AFF ADULT FISH FACILTIY
AFG ABOVE FINISHED GRADE
AL ALUMINUM
AT AMPERE TRIP
AMERICAN WIRE GAUGEAWG
B2
BCG BARE COPPER GROUND
C
LCS LIGHTING CONTROL SWITCH
COMM COMMUNICATION
NEUTRAL, NORTH
BONNEVILLE POWERHOUSE TWO
DIA DIAMETER
S SOUTH
SW SWITCH
SB SWITCHBOARD
KILO VOLT AMPS
KW
LB LABEL
KVA
KILOWATTS
CONDUIT, CONTRACTOR, COLUMN
DS DISCONNECT SWITCH
MAX MAXIMUM
MH MANHOLE, MONORAIL HOIST
MIN MINIMUM
-f
YIL YELLOW INDICATING LIGHT
WATT, WIRE
P PULL
BKR BREAKER
HTR HEATER
L LINE
C. CIRCUIT AND ROUTING IDENTIFICATION
IDENTIFIED AS FOLLOWS:
ELECTRICAL CIRCUITS AND CONDUITS ARE
1. CLOSED CIRCUIT TELEVISION (CCTV) VIDEO CIRCUITS
STAINLESS STEEL, SELECTOR SWITCH
BOTTOM NUMBER INDICATES SHEET REFERENCED
TOP LETTER INDICATES SECTION OR ELEVATION
SECTION OR ELEVATION REFERENCE:
BOTTOM NUMBER INDICATES SHEET REFERENCED
TOP NUMBER INDICATES DETAIL
DETAIL REFERENCE:
480V, 30A WELDING RECEPTACLE
B1 BONNEVILLE POWERHOUSE ONE
M…
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