Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 2 (SK).pdf
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- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This solicitation is for the Dexter Adult Fish Facility Upgrades project. The U.S. Army Corps of Engineers, Portland District, is seeking bids to improve, replace, and add features to the Dexter Fish Facility to meet criteria from the National Marine Fisheries Service 2008 Biological Opinion and requirements of the Willamette Valley Project. The period of performance is from March 2023 to November 2026 with an estimated construction magnitude between $25-100 million. The solicitation is unrestricted and full and open with a 10% price evaluation preference for HUBZone small businesses. The NAICS code is 237990 for other heavy and civil engineering construction with a $39.5 million small business size standard.
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EXISTING CONCRETE STRUCTURE
CONCRETE WEIR (TYP.)
FISH LADDER
BEGINNING OF
END OF AWS/
APPROACH POOL
GUARDRAIL
TIE INTO EXISTING
(SEE SHEET SK514)
CONC. CORNER RADIUS
(SEE SHEET SK505)
FLOW VANE
(SEE SHEET SK506)
AWS FLOOR DIFFUSER
SK503 AND SK504)
PLATES (SEE SHEETS
AND PERFORATED
SCREEN (NEARSIDE)
AWS DIFFUSION
(SEE SHEET SK508)
CHAMBER COVERS
AWS DIFFUSION
CONCRETE WEIR, TYP
FISH LADDER WALL
(SEE SHEET SK514)
GATE AND SCREEN
NEW CONC. PIER
(SEE ST SERIES)
FISH LADDER CROSSING
SK508)
LADDER (SEE SHEET
CHAMBER ACCESS
AWS DIFFUSION
ENTRANCE
FISH LADDER
MASS CONCRETE
(SEE SK301 SHEET)
VAULT #1
(SEE SK302 SHEET)
VAULT #2
(NOT SHOWN FOR CLARITY)
FISH LADDER WALL
(SEE SK103 AND SK709 SHEETS)
CONCRETE PILES
NEW CONC. PIER
(SEE SK103 AND SK709 SHEETS)
CONCRETE PILES
VAULT #2
VAULT #1
BE DESIGNED BY CONTRACTOR
VAULT #1 TYP (4) SIDES TO
REMOVABLE RAIL AROUND
EXISTING CONCRETE STRUCTURE
EXISTING CONCRETE STRUCTURE
BY CONTRACTOR
TYP UNO TO BE DESIGNED
PERMANENT RAILING
CONTRACTOR
(TYP) TO BE DESIGNED BY
TO ENSURE NO CONFLICT
WITH ELECTRICAL FEATURES
TO BE CLOSELY COORDINATED
ACCESS GATES IN RAILING
ACCESS HATCH
VAULT #2
INFILL SLAB ON GRADE
NON STRUCTURAL/
CONC. FOUNDATION
(PARTIALLY SHOWN)
PRESORT POOL
AWS INLET
DESIGNED BY CONTRACTOR
PLANKS TYP (3) SIDES TO BE
VAULT #2, REMOVABLE
REMOVABLE RAIL AROUND
THAN 3'-6" TO T/WALL
WHERE T/GRADE CLOSER
WALL AT ALL LOCATIONS
GUARDRAILING AT TOP OF
CONTRACTOR TO PROVIDE
THAN 3'-6" TO T/WALL
WHERE T/GRADE CLOSER
WALL AT ALL LOCATIONS
GUARDRAILING AT TOP OF
CONTRACTOR TO PROVIDE
(SEE SHEET SK507)
GATE ACCESS PLATFORM
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AWS
SPEC SECTIONS 05 52 00.00 25.
3. ALL HANDRAIL TO BE CONTRACTOR DESIGNED TO MEET OSHA SECTION 1910, EM 385-1-1, AND
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
N
B E
E M
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
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H E
N
IN
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R P
E
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W
N
R
A D
V E
R T
IS
E
N.T.S.
NORTHEAST ISOMETRIC VIEW
CONCRETE FISH LADDER AND AWS
N.T.S.
ISOMETRIC VIEW
CONCRETE WEIR
N.T.S.
NORTHEAST ISOMETRIC VIEW
STRUCTURAL KEY PLAN
AUXILLARY WATER SUPPLY (AWS)
PORTLAND DISTRICT
M .D
.H
S
A
.4
S T
A
.8
S T
A
.5
S T
A
.0
S T
A
.3
S T
A
.6
S T
A
.6
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
71'-0" 19'-6"
DIFFUSION CHAMBER
EXISTING AWS
STA 0+19.00
BEGIN 10% GRADE
10'-0" (TYP)
WEIR #1, IE. 639.82'
TURN #1, IE. 639.02'
TURN #2, IE. 652.52'
TURN #3, IE. 660.66'
IE. 663.99' @ STA 3+47.83
OF APPROACH POOL AND 1% GRADE,
END OF 10% GRADE, BEGINNING
IE. 664.23' @ STA 3+72.40
END OF FISH LADDER,
S T
A
.4
WEIR #31, IE. 669.82' S
T
A
.3
R14'-6" (TYP)
R22'-6" (TYP)
S T
A
.0
S T
A
.0
SUPPORT FRAMING
GRATING AND
NEW DIFFUSION PIT
VAULT #1
(SEE SHEET SK103)
CONCRETE PILES
FOR CLARITY)
(LID NOT SHOWN
SHEET SK301
VAULT #1, SEE
CLARITY)
TURNED OFF FOR
FEATURES ARE
ST SERIES (SOME
CROSSING, SEE
FOR FISH LADDER
(LID NOT SHOWN FOR CLARITY)
VAULT #2, SEE SHEET SK302
C/E JT
1'-0"
H E
N
IN
G E
R
P E
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T
PORTLAND DISTRICT
A D
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
D E
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
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.1
S K
.d g n
A N
S I
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P L
A N
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N V
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W
S
SK101
M A
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H E
W D
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C/E JT
C/E JT
C/E JT
C/E JT
C/E JT
C/E JT
C/E JT
C/E JT (TYP)
(SEE SP SERIES)
THRUST BLOCKS
ST SERIES SHEETS)
CROSSING (SEE
FOR FISH LADDER
S T
A
.0
S T
A
.6
S T
A
.6
"4
3'-
(PARTIALLY SHOWN)
PRESORT POOL
"32
6'-11
"16
18'-
"16
1'-11 U.N.O.
10'-0" (TYP)
WEIR #20, IE. 658.82'
WEIR #27, IE. 665.82'
WEIR #28, IE. 666.82'
"4
3'-
WEIR #19, IE. 657.82'
"32
6'-11 "16
8'- "16
1'-11
WEIR #6, IE. 644.82'
"32
1'-7
"32
8'-4
BEGIN 10% GRADE
DETAILS)
(SEE SHEET SK503 FOR
LARGE DIFFUSER OPENING
FOR DETAILS)
(SEE SHEET SK503
OPENING (TYP)
SMALL DIFFUSER
THRUST BLOCK
INTEGRATED
"32
131'-7
"32
8'-4
REF. SL201 SIM
CONTRACTOR (TYP)
PLATFORMS DEISGNED BY
WALKWAY, STAIRS, AND
(PARTIALLY SHOWN)
PRESORT POOL
THE EXISTING LADDER)
FOLLOWING THE BOTTOM OF
AND HAS BEEN APPROXIMATED
UNKNOWN AT THIS LOCATION
TO SOLID ROCK (T/ROCK IS
MASS CONCRETE TO EXTEND
THE EXISTING LADDER)
FOLLOWING THE BOTTOM OF
AND HAS BEEN APPROXIMATED
UNKNOWN AT THIS LOCATION
TO SOLID ROCK (T/ROCK IS
MASS CONCRETE TO EXTEND
SURFACE REQUIREMENTS.
SURFACE TO MEET FISH CONTACT
DEPTH AT SLAB NOSE. CONCRETE
TOP OF ROCK. MIN. 4" SLAB
FROM TOP OF FLOOR SLAB TO
ENSURE SMOOTH TRANSITION
SLAB NOSE
ON ALL SIDES EXCEPT
INTO EXISTING CONCRETE
DOWELS TO MATCH REINF.
CENTERED DRILL & EPOXY
#5s @ 12" O.C. EA. WAY
6" CONCRETE SLAB WITH
WEIR #7, IE. 645.82'
SHEETS)
(SEE SP SERIES
THRUST BLOCK
S T
A
.3
IE. 664.28
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
E
C
R
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IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
AWS DIFFUSION CHAMBERS (SEE SHEET SK102)
DRAWING PLOT SIZE: $BORDER$
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BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
M A
T C
H L
IN
E
TURN #3
M A
T C
H L
IN
E
TURN #2
5' 0 5' 10'
"= 1'-0"8
1SCALE:
STRUCTURE
EXISTING CONCRETE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
TURN #1
S T
A
.0
EL. 633.82' (NAVD 88)
EL. 663.82' (NAVD 88)
3. FOR REINFORCEMENT DETAIL, SEE SHT SK706.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
EL. 660.00' (AS-BUILTS)
EL. 630.00' (AS-BUILTS)
HEEL
FLOW
FLOW
FLO
W
NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER
NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER
A
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER ELEVATION VIEW
B
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER ELEVATION VIEW
B
E G
IN
G
R A
D E
E N
D
G
R A
D E
S T
A R
T O
F P
R E S
O R
T P
O O
L
(E N
D O
F F
IS
H L
A D
D E
R
NOTE: STATIONING IS ON THE CENTERLINE OF THE FISH LADDER
B E
G
IN
G R
A D
E
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER PLAN VIEW
SK502
B
SK502
A
B
A
SK502
C
4'-0" (TYP)
(TYP)
COUNTERFORT
C/E JT
AWS CHAMBER WALLS
WEIRS INLINE WITH
C/E JT
(TYP)
CONC. WEIR
8'-0" (TYP) (TYP)
DIFFUSER BEAMS
(TYP)
BLOCK
BAFFLE
17'-0"
12'-6"7'-0"
12"0 5'
"= 1'-0"4
1SCALE:
5' 0 5' 10'
"= 1'-0"8
1SCALE:
10'-1"8'-11"21'-0" 25'-6"10'-0"10'-0"
(TYP)
COUNTERFORT
1'-6"
1'-6"
6'-0"
(TYP)
CURB
(T
Y P
11'-0"2'-0"8'-0"7'-11"2'-0"7'-7"7'-6"2'-0"9'-0"
2'-0"R
1'-0"R
9'-6"
3'-0"
2'-0"
BEGIN 10% GRADE
21'-0"19'-0"20'-0"25'-6" 19'-6"
6'-0"
2'-0" (TYP)
1'-0"
1'-0"
8'-0"
PIER
NEW CONCRETE
CORNER RADIUS
NEW 1'-6" CONC.
C/E JT
C/E JT
(SEE SP SERIES SHEETS)
THRUST BLOCK
(SEE SP SERIES SHEETS)
THRUST BLOCK
C/E JT
EL. 649.02' EL.648.79'
EL.647.82'EL. 648.33' EL.647.82'
C/E JTC/E JT
C/E JT
C/E JT
CURB (TYP)
GRAVITY WALL
CONCRETE
(T
Y P
(SEE SHEET SK301)
VAULT #1
SHOWN FOR CLARITY)
(THRUST BLOCK NOT
DIFFUSION CHAMBER
OPENING FOR EXISTING AWS
WATER SUPPLY PIPE
C/E JT
"4 31'-
"4
8'-6"
1'-0"
1'-0" R
1'-0"
17'-6"40'-0"31'-0"
M
IN
(T Y
P U
N O
M
IN
19'-6"
APPROACH
6'-0"
SEAL PLATES
(SEE SHEET SK302)
VAULT #2
M
IN
(SEE SP SERIES SHEETS)
THRUST BLOCKS
(SEE SP SERIES SHEETS)
THRUST BLOCKS
RETURN WALL
(SEE SP SERIES SHEETS)
INTEGRATED THRUST BLOCK
INTEGRATED THRUST BLOCK
10'-0"10'-0"10'-0"9'-0"8'-0"
(SEE NOTE #3)
(TYP, UNO)
S T
A
.0
S T
A
.0
SUMP PIT
C/E JT
EL. 664.57'
CLEARANCE FOR LADDER RAILING
PROVIDED TO ALLOW PROPER
LID SLAB AND CURB EXTENSION
T/SLAB TO MATCH TOP OF CHAMBER
INTO ADJACENT CONCRETE WALLS.
EA. WAY CENTERED DOWEL REINF.
4" SLAB ON GRADE WITH #4s @ 12" OC
SUPPORT 100PSF LIVE LOAD
WITH TOP OF CONCRETE AND CAN
ENSURE TOP OF HATCH IS FLUSH
TO BE DESIGNED BY CONTRACTOR.
ACCESS HATCH AND LADDER BELOW
EXISTING AWS DIFFUSION CHAMBER (BEYOND)
WATER SUPPLY PIPE OPENING FOR
(NOT SHOWN-BEYOND)
SLOPE TRANSITION
STA 0+71.00
(SEE SK103 AND SK709 SHEETS)
CONCRETE PILES
(SEE SK103 AND SK709 SHEETS)
CONCRETE PILES
CORNER RADIUS
1'-6" CONCRETE
MONOLITH (BEYOND)
EXISTING CONCRETE
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
(TYP)
3'-6" MIN
EL. 635.92'
EL. 633.82'
EL. 637.92'
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A M A
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M A
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L
IN
E
CHAMBER #1
CHAMBER #6 CHAMBER #5 CHAMBER #4 CHAMBER #3
CHAMBER #2
HEEL
FISH LADDER
S T
A
.0
S T
A
.0
S T
A
.0
SCALE: 1/4" = 1'-0"
AWS PLAN VIEW
MIDDLE FORK WILLAMETTE RIVER
EXTERIOR FISH LADDER WALL
S T
A
.0
AWS CHAMBER WALL
LADDER WALL
EXTERIOR FISH
S T
A
.0
A
SCALE: 1/8" = 1'-0"
SECTION
EL. 633.82'
EL. 663.82'
S T
A
.0
B
SCALE: 1/8" = 1'-0"
SECTION
S T
A
.0
B E
G
IN
F
IS
H L
A D
D E
R
A
B
SK201
C
M
W
IL
H E
L M I
SK201
F
SK201
E
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
HEEL
SCALE: 1/4" = 1'-0"
DETAIL
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
/1
/2
SK201
D
STA 0+81.33
S T
A
.3
SUPPORT FRAMING
NEW GRATING AND
DIFFUSION CHAMBER WITH
EXISTING AWS
3. SEE MECHANICAL MJ SERIES SHEETS FOR PIPE CONNECTION DETAILS.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
W
N
R
VAULT #2
(LID NOT SHOWN FOR CLARITY)
F
IS
H L
A D
D E
R E
N T
R A
N C
E
MONOLITH
EXISTING CONCRETE
(S E
E S
H E
E T S
K
V A
U L T
EL. 663.82'
EL. 633.57'
B E
G
IN
G
R A
D E
B E
G
IN
G
R A
D E
B E
G
IN
G
R A
D E
S L
O P
E T
R A
N S
IT
IO
N
EL. 637.07'
C
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
SK302
(TYP)
COUNTERFORT
C/E JT
AWS CHAMBER WALLS
WEIRS INLINE WITH
(TYP)
CONC. WEIR
EXISTING AWS DIFFUSION CHAMBER
NEW WATER SUPPLY PIPE OPENING FOR
17'-0"
12'-6"7'-0"
12"0 5'
"= 1'-0"4
1SCALE:
RADIUS
CORNER
CONC.
NEW 1'-6"
8'-0"
CONCRETE PILE
MIN. EMBEDMENT
1'-0"
C/E JT
C/E JT
(SEE SP SERIES)
THRUST BLOCK
12'-0" 7'-0" 5'-0"
FOR CLARITY)
(LID NOT SHOWN
VAULT #2
SUMP
(SEE SP SERIES)
THRUST BLOCK
6'-0"
5'-0"
BEGIN 10% SLOPE
12'-0"
(SEE SP SERIES)
THRUST BLOCK
C/E JT
10'-0" 5'-0" 6'-0" 14'-0" 14'-0" 6'-0"
"16
7'-7
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C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/2
/2
CHAMBER #1CHAMBER #6 CHAMBER #5 CHAMBER #4 CHAMBER #3 CHAMBER #2
HEEL
FISH LADDER
S T
A
.0
S T
A
.0
S T
A
.0
B E
G
IN
F
IS
H L
A D
D E
R
MIDDLE FORK WILLAMETTE RIVER
EXTERIOR FISH LADDER WALL
HEEL
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY
STA 0+81.33
S T
A
.3
SUPPORT FRAMING
NEW GRATING AND
DIFFUSION CHAMBER WITH
EXISTING AWS
SCALE: 1/4" = 1'-0"
AWS PILE LOCATIONS
VAULT #1
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
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T A
D U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
K .d g n
A N
S I F
SK103
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
/1
/2
W
N
R
A W
S P
IL
E L
O C
A T
IO
N S P
L A
N
ENTRANCE
FISH LADDER
MONOLITH
EXISTING CONCRETE
N
B E
E
MB
E G
IN
S
L O
P E
BLOCK (SEE SP SERIES)
INTEGRATED THRUST
C
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M .D .H
4. SEE SHEET SK709 FOR PILE DETAILING.
3. SEE MECHANICAL MJ SERIES SHEETS FOR PIPE CONNECTION DETAILS.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S K
.d g n
A N
S I
F
SK201
M A
T T
H E
W D
H
A N
S E
N
P .E
:1
C A
R L
M H
A R
R
IS
P
.E
D
IF
F U
S
IO
N C
H A
M B
E R
8'-0"2'-0"8'-0"2'-0"17'-0"2'-0"19'-6" 1'-0"
1'-0"
40'-0" 31'-0"
STEEL ANGLE (TYP)
RECESS FOR IMBEDDED
7'-2"
1'-0" 8"
7'-2"
1'-0" (TYP)
1'-0" (TYP)
C/E JT
C/E JT
6'-0" (TYP)
BEAM (TYP)
DIFFUSER
12" X 12"
T Y
P
(TYP)
& 3/SK702-2
CURB PER CS501
1'-6"
EL. VARIES
1'-0"
OPENING
DIFFUSER
EL. VARIES
BEAM (TYP)
DIFFUSER
12" X 12"
(TYP)
& 3/SK702-2
CURB PER CS501
BLOCK
BAFFLE
OPENING
DIFFUSER
(TYP)
& 3/SK702-2
CURB PER CS501
N B
E E
M H
E N
IN
G
E R
P
E
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
T Y
P
T Y
P
/1
/2
W N
R
PIPE OPENING
SUPPLY
11'-0"
BLOCK
BAFFLE
PIPE OPENING E
L
E V
A T
IO
N
A N
D S
E C
T
IO
N S
WITH WALL
ALIGN PILE
1'-0"
C/E JT
2'-0"8'-0"8'-0"2'-0"8'-0" 1'-0"
1'-0"
12'-3"
"4
19'-114'-0"
"4
17'-11
T Y
P
1'-6" (TYP) 10'-0"
28'-6"11'-0"
6'-0"2'-0"
1'-0"
V A
R
IE
S
SLOPING UP
EL. VARIES
15'-9"
4'-0"
(T Y
P
M
IN
(T Y
P
M
IN
(T Y
P
M
IN
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
(SLOPING UP)
THRUST BLOCK
INTEGRATED
(SEE SK103 SHEET)
CONCRETE PILES
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
WALL
CONCRETE
EXISTING
(SEE SK103 SHEET)
CONCRETE PILES
SHEETS)
(SEE SP SERIES
THRUST BLOCK
THRUST BLOCK
INTEGRATED
WALL
CONCRETE
EXISTING
CONC. GRAVITY WALL
(SEE SP SERIES SHEETS)
THRUST BLOCK
PIPE OPENING
CIVIL DRAWINGS)
APPROXIMATION PER
TO SOLID ROCK (T/ROCK
FOUNDATION TO EXTEND
4'-0"
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
CHAMBER #6CHAMBER #5CHAMBER #4CHAMBER #3CHAMBER #2
(TYP)
OPENING
DIFFUSER
S T
A
.0
EL. 638.82'
*APPROX.
EL. 635.50'
EL. 635.82'
EL. 636.82'
EL. 637.82'
EL. 634.82'
EL. 633.82'
EL. 663.82'
EL. 663.82'
LADDER
FISH
CHAMBER #1
CHAMBER #1
EL. 663.82'
LADDER
FISH
CHAMBER #4
WALL
COUNTERFORT
TYPICAL SMALL CHAMBER
EL. 640.07'
FISH LADDER
EL. 633.82'
EL. 647.82'
EL. 639.07'
L A
D D
E R
W A
L L
E X
T E
R
IO
R F
IS
H
12"0 5'
"= 1'-0"4
1SCALE:
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
L A
D D
E R
B E
G
IN
F
IS
H
S T
A
.0
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
EL. 633.82'
O T
H E
R E
N D
S L
O P
IN
G
W
IT
H
R E
T U
R N
W A
L L
EL. 655.04'
DIFFUSION CHAMBER
EXISTING AWS
EL. 636.82'
S L
O P
IN
G
U P
1 1
SK102
C
SCALE: 1/4" = 1'-0"
SECTION
SK102
E
SCALE: 1/4" = 1'-0"
SECTION SK102
F
SCALE: 1/4" = 1'-0"
SECTION
SK102
D
SCALE: 1/4" = 1'-0"
SECTION
SK503
B
SK503
B
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S K
.d g n
A N
S I
F
SK301
M A
T T
H E
W D
H
A N
S E
N
P .E
:1
C A
R L
M H
A R
R
IS
P
.E
H E
N
IN
G E
R
P E
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
/1
/2
N B
E E
M
A N
D S
E C
T
IO
N S
W N
R
FROM THE CL OF JOINT
10'-6"
SLAB
DIFFUSION CHAMBER
CURB
2'-0" (TYP)
CLR OPENING
8'-0"
10'-6"
CLR. OPENING
8'-0"
WALL TO WALL
12'-0"
CURB
SLAB
DIFFUSION CHAMBER
V A
U L
T
P L
A N
IS
O M
E T
R
IC
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
18" PRECAST
WALL TO WALL
12'-0"
FOUNDATION
14'-0"
VAULT LID
9'-0"
CONCRETE COVER
18" PRECAST
CONCRETE COVER
18" PRECAST
F O
U N
D A
T
IO
N
W A
L L T
O W
A L L
V A
U L T L
ID
C L
R O
P E
N
IN
G
OF PIPE
WITH THE DIRECTION
VAULT TO ALIGN
(SEE SK103 SHEET)
CONCRETE PILES
INTEGRATED THRUST BLOCK
EXISTING CONCRETE WALL
(SEE SK SERIES SHEETS)
CONCRETE GRAVITY WALL
(SEE SK SERIES SHEETS)
CONCRETE GRAVITY WALL
(SEE SK103 SHEET)
CONCRETE PILES
INTEGRATED THRUST BLOCK
9'-0" VAULT LID
(SEE SP SERIES SHEETS)
THRUST BLOCKS
(SEE SP SERIES SHEETS)
THRUST BLOCK
SHEETS)
(SEE SP SERIES
THRUST BLOCK
JOINT
CONSTRUCTION
JOINT
CONSTRUCTION
JOINT
CONSTRUCTION
14'-0"
15'-6"
(SEE SK702-3 AND SK702-4 SHEETS)
CONCRETE GRAVITY WALL
(SEE SK702-3 AND SK702-4 SHEETS)
CONCRETE GRAVITY WALL
(SEE NOTE #3)
DESIGNED BY CONTRACTOR
LADDER ACCESS TO BE
(SEE NOTE #4)
DESIGNED BY CONTRACTOR
REMOVABLE RAIL TO BE
(SEE NOTE #4)
DESIGNED BY CONTRACTOR
REMOVABLE RAIL TO BE
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
EL. 663.82'
12"0 5'
"= 1'-0"4
1SCALE:
S T
A
.0
DIFFUSION CHAMBER
EXISTING AWS
VAULT #1
NOTE: CONCRETE PILES AND THRUST BLOCKS NOT SHOWN
EL. 663.82'
NOTE: THRUST BLOCK NOT SHOWN
TO BE DESIGNED BY CONTRACTOR.
GROUNDING TABS AS REQUIRED TO GROUND ALL RAILING SECTIONS.
4. ALL REMOVABLE RAIL INSERTS MUST HAVE DRAINAGE AND
LOCATIONS.
THE WALL. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT
ELECTRICAL CONDUIT WILL BE RUNNING BETWEEN THE LADDER AND
PER SPECIFICATIONS. PARTICULAR CAUTION MUST BE TAKEN WHERE
3. CONTRACTOR TO ENSURE ALL LADDERS HAVE PROPER CLEARANCES
2. SEE SHEET S-001 FOR STRUCTURAL NOTES.
SYMBOLS, AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES,
NOTES:
A
" = 1'-0"4
1SCALE:
SECTION
N.T.S.
VAULT #1- ISOMETRIC
A
" = 1'-0"4
1SCALE:
VAULT #1
B
B
" = 1'-0"4
1SCALE:
SECTION
25'-6"
CURB
LADDER SIDE)
(ALONG FISH
STA. 1+06.33
7'-6"
2'-0"
13'-0"
'-1
1"
1' -6
8' -0
85'-6"
S
TA
+8
1.
S
TA
+0
6.
60'-0"
O P
E N
IN
G
PLATFORM UPPER AND LOWER LEVEL)
PIPE OPENING (TYP FOR
PIPE OPENING
18" PRECAST CONCRETE COVER
CURB
25'-6"
1'-0" 1'-0"1'-6"
2'-0" 1'-6"
2'-0"
(T
Y P
.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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T
PORTLAND DISTRICT
A D
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
D E
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S K
.d g n
A N
S I
F
SK302
M A
T T
H E
W D
H
A N
S E
N
P .E
:1
C A
R L
M H
A R
R
IS
P
.E
H E
N
IN
G E
R
P E
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
W N
R
/1
/2
N B
E E
M
1'-6"
1'-6"
'-0
'-0
25'-6"
F
IX
E D D
E C
K
CONCRETE COVER
18" PRECAST
2'-6" X 3'-1" ACCESS OPENING
(T
Y P
M
IN
1'-6"
ACCESS LADDER
O P
E N
IN
G
ACCESS LADDER
1'-6"
" GAP (TYP)8
C/E JT
C/E JT
7'-6" 13'-0"
C/E JT
C/E JT
PIPE OPENING
(T Y
P
'-6
" M
IN
(T Y
P
'-6
" M
IN
(T Y
P
M
IN
S E
C T
IO
N
S V
A U
L T
P
L A
N
IS
O
M E
T R
IC
A
N D
SUMP PIT
3'-1"
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
(SEE SP SERIES SHEETS)
THRUST BLOCK
THRUST BLOCK
INTEGRATED
VAULT #2
(SEE SK103 SHEET)
CONCRETE PILES
THRUST BLOCK
INTEGRATED
VAULT #2
(SEE SK103 SHEET)
CONCRETE PILES
SHEETS)
(SEE SP SERIES
THRUST BLOCK
VAULT #2
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
18" PRECAST
AWS CHAMBER WALL
COUNTERFORT
(SEE SP SERIES SHEETS)
THRUST BLOCK
INTEGRATED THRUST BLOCK
INTEGRATED THRUST BLOCK
SK201 FOR DETAILS)
CURB (TYP - SEE
FOR CLARITY
GRATING NOT SHOWN
FOR CLARITY)
(NOT SHOWN HERE
FOR THRUST BLOCKS
SEE SHEET SP SERIES
ACCESS OPENING
C
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
EL. 663.82'
VAULT #2
WALL TO WALL
WALL TO WALL
S T
A .0
S
T A
R T O
F A
W S D
IF
F U
S
IO
N C
H A
M B
E R
CHAMBER #6
CHAMBER #5
TURN #1
EL. 647.50'
EL. 663.82'
EL. 637.07'
NOTE: PIPES NOT SHOWN FOR CLARITY
NOTE: PIPES NOT SHOWN FOR CLARITY
12"0 5'
"= 1'-0"4
1SCALE:
2. SEE SHEET S-001 FOR STRUCTURAL NOTES.
SYMBOLS, AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES,
NOTES:
IN
T E
R
IO
R C
L R O
P E
N
IN
G
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
18" PRECAST
S
T A
.0
S T
A
.5
EL. 649.46'
EL. 637.07'
A
" = 1'-0"4
1SCALE:
SECTION
B
" = 1'-0"4
1SCALE:
SECTION
A
B
SK102
" = 1'-0"4
1SCALE:
VAULT #2 - PLAN
SK303
C
N.T.S.
VAULT #2 - ISOMETRIC
SK303
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S K
.d g n
A N
S I
F
SK303
M A
T T
H E
W D
H
A N
S E
N
P .E
:1
C A
R L
M H
A R
R
IS
P
.E
H E
N
IN
G E
R
P E
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
/1
/2
N B
E E
M
PIPE OPENING
W N
R
V A
U L
T
S E
C T
IO
N
S
19'-6"
(T Y
P
M
IN
4'-0"
18'-6"
1'-6" 5'-6"
1'-0"
1'-6"" GAP (TYP)8
CONCRETE COVER
18" PRECAST
(SEE SHEET SK103)
CONCRETE PILES
19'-6"
(SEE SHEET SK103)
CONCRETE PILES
1'-6"
1'-0"
1'-6"
DESIGNED BY CONTRACTOR
PLATFORM TO BE
DESIGNED BY CONTRACTOR
PLATFORM TO BE
(T Y
P
M
IN
" GAP (TYP)8
7'-0"
1 SHEET SK201)
CURB (TYP, SEE DET
11'-6"
11'-6"
4'-0"
4'-0"
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
CIVIL DRAWINGS)
APPROXIMATION PER
ROCK (T/ROCK
EXTEND TO SOLID
FOUNDATION TO
(SEE NOTE #3)
DESIGNED BY CONTRACTOR
ACCESS LADDER TO BE
CONTRACTOR - SEE NOTE #4)
(TO BE DESIGNED BY
REMOVABLE GUARDRAIL
CONTRACTOR - SEE NOTE #4)
(TO BE DESIGNED BY
REMOVABLE GUARDRAIL
(SEE NOTE #3)
DESIGNED BY CONTRACTOR
ACCESS LADDER TO BE
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5'
"= 1'-0"4
1SCALE:
EL. 637.07'
EL. 663.82'
EL. 647.50'
EL. 647.50'
EL. 637.07'
OUTLINE)
SK201 FOR CONCRETE
CHAMBER #6 (SEE DET D,
GROUND ALL RAILING SECTIONS. TO BE DESIGNED BY CONTRACTOR.
4. ALL REMOVABLE RAIL INSERTS MUST HAVE DRAINAGE AND GROUNDING TABS AS REQUIRED TO
LOCATIONS.
BETWEEN THE LADDER AND THE WALL. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT
PARTICULAR CAUTION MUST BE TAKEN WHERE ELECTRICAL CONDUIT WILL BE RUNNING
3. CONTRACTOR TO ENSURE ALL LADDERS HAVE PROPER CLEARANCES PER SPECIFICATIONS.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
SK302
C
" = 1'-0"4
1SCALE:
SECTION
SK302
D
" = 1'-0"4
1SCALE:
SECTION
(SEE DETAIL THIS SHEET)
CONCRETE WEIR
8'-0"1'-6" (TYP)
LADDER
CONCRETE FISH
8'-0"
1'-3"
"8"
3'-9"
8"
4"R (TYP)
" 2"
"4
"2 11'-9"2
11'-9
6"6"
9" (TYP)
(T
Y P
10 SPACES @ 12" = 10'-0"
8"R
(SEE DETAIL THIS SHEET)
6" PVC WATERSTOP
(SEE DETAIL THIS SHEET)
5.71°
" CAULK2
1" X 2
" JOINT FILLER2
" 9
6" PVC WATERSTOP
AT END OF SLEEVE
" STYROFOAM SPACER2
(SEE NOTE #4)
GREASE FILLED SLEEVE
CENTERED ON C/E JT
STEEL DOWEL
12"0 5'
"= 1'-0"4
1SCALE:
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
1'-10"
4'-5" 3'-7"
8'-0"1'-6" (TYP)
MASS CONCRETE
GUARDRAIL
V A
R
IE
S
MASS CONCRETE
V A
R
IE
S
4'-0"
GUARDRAIL (TYP)
TOE KICK BOARD (TYP)
C
H A
M F
E R
3'-0" MIN
REF SL201 SIM.
BY CONTRACTOR
WALKWAY DESIGNED
THE EXISTING LADDER)
FOLLOWING THE BOTTOM OF
AND HAS BEEN APPROXIMATED
UNKNOWN AT THIS LOCATION
TO SOLID ROCK (T/ROCK IS
MASS CONCRETE TO EXTEND
REF SL201 SIM.
BY CONTRACTOR
WALKWAY DESIGNED
BY CONTRACTOR
POOL DESIGNED
OVER LADDER/PRESORT
WALKWAY AND STAIRS
THE EXISTING LADDER)
FOLLOWING THE BOTTOM OF
AND HAS BEEN APPROXIMATED
UNKNOWN AT THIS LOCATION
TO SOLID ROCK (T/ROCK IS
MASS CONCRETE TO EXTEND
M
IN
ROUNDED CORNER 4"R
1:2 SLOPE
" CONCRETE
ROCK
1'-0"R
M
IN
CONCRETE
ROCK
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
K .d g n
A N
S I F
SK502
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
C O
N C
R E
T E O
U T
L
IN
E D
E T
A
IL
S
MAINTAIN ROUNDNESS OF THE SLEEVE.
INTO THE SLEEVE. A FLEXIBLE SPACER MUST BE WRAPPED ON DOWEL TO
INITIALLY PLACED WITH REMOVABLE CAP TO PREVENT ENTRY OF CONCRETE
POLYETHYLENE MATERIAL AND FILLED WITH GREASE, SLEEVES MUST BE
" INTERIOR DIAMETER CARDBOARD OR 2
14. SLEEVES MUST BE MADE OF 1
LADDER MONOLITH CONNECTIONS.
3. SEE TYPICAL CONTRACTION/EXPANSION JOINT DETAIL THIS SHEET FOR FISH
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
TYPICAL FISH LADDER CROSS-SECTION
FISH LADDER WITH MASS CONCRETE
WATER SIDE
SOIL SIDE
N
B E
E M
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
/1
/2
W
N
R
ELEV VARIES
ELEV VARIES
(B E
Y O
N D
T O P
R E
S O
R T P
O O
L
CLR
WALKWAY
T/CONCRETE EL = 633.82 (NAVD 88)
T/ROCK EL = UNKNOWN
T/CONCRETE EL = 633.82 (NAVD 88)
T/ROCK EL = UNKNOWN
A D
V E
R T
IS
E
SCALE: 3/8" = 1'-0"
CONCRETE WEIR - ELEV. VIEW
E
F
E
SCALE: 3/8" = 1'-0"
SECTION
F
SCALE: 3/8" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/8" = 1'-0"
EXPANSION JOINT DETAIL
TYPICAL CONSTRUCTION
SCALE: 1/2" = 1'-0"
TYPICAL 6" PVC WATERSTOP DETAIL
SCALE: 1/2" = 1'-0"
TYPICAL DOWEL DETAIL
SK101
A
SCALE: 1/4" = 1'-0"
SECTION
SK101
B
SCALE: 1/4" = 1'-0"
SECTION
SK101
C
SCALE: 1/2" = 1'-0"
LADDER ENTRANCE ALTERNATIVES
12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
3"3"
6'-6"
"16 31 "16
"4 37'-1
"4 35'-11
5 SPACES @ 1'-4" = 6'-8"
4"
S
P A
C E
S
4"
S
P A
C E
S
FRAME
DIFFUSER SCREEN
DIFFUSER SCREEN
WASHER (TYP)
" NUT AND2
1Ø
WALL (FISH LADDER SIDE)
FACE OF AWS CHAMBER
"2
S
P A
C E
S
S
P A
C E
S
4 SPACES @ 1'-6" = 6'-0"
" (TYP)8
(T
Y P
3 " (TYP)8
"8 72 "8
"4 37'-1
"4 35'-11
"8 72 "8
72" = 5'-6"2
14 SPACES @ 1'-4
(FISH LADDER SIDE)
AWS CHAMBER WALL
" GAP (TYP)8
AWS CHAMBER WALL
FRAME FLUSH WITH
SK504 FOR DETAILS)
SHOWN - SEE SHEET
SIDE (PARTIALLY
ON AWS CHAMBER
PERFORATED PLATE
WALL (AWS CHAMBER SIDE)
FACE OF AWS CHAMBER
1'-6"
7'-8"
2" 2"
5 SPACES @ 1'-4" = 6'-8"
"8
S
P A
C E
S
3" 3"
6"" = 5'-6"2
14 SPACES @ 1'-46"
(T
Y P
"4 11"16
"4
4"
45°
EMBEDDED WELD STUD
" SST8
1" x 62
1Ø
" F.B.8
3SST 4" X
SST CROSS BARS
BEARING BARS
" X 1" SST16
SST EMBEDDED WELD STUD
4 SPACES @ 1'-10" = 7'-4"
S S
T W
E L
D S
T U
D S
CROSS BARS @ 4" OC
" CLR SPCG4
3BARS
" BEARING16
31" X
BAR GRATING WITH
STAINLESS STEEL
" F.B.8
3SST 4" X
SST CROSS BARS
" F.B.8
3SST 4" X
BEARING BARS
" X 1" SST16
PER MFR
GRATING WELDS
" F.B.8
3SST 4" X
C R
O S
S B
A R
S
O .C
" CLR SPCG4
3" X 1" SST BEARING BARS @ 16
" CLR SPCG4
3" X 1" SST BEARING BARS @ 16
C R
O S
S B
A R
S
O .C
" F.B.8
3SST 4" X
(SEE DETAILS THIS SHEET)
FLUSH WITH FACE OF WALL
FRAME AND DIFFUSER SCREEN
" TYP8
3SST L4" X 3" X
" TYP8
3SST L4" X 3" X
" TYP8
3SST L4" X 3" X
SST WELD STUD
" -13 UNC x 2"2 1Ø
WASHER (TYP)
" NUT AND2
1Ø
TYP
TYP
A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
K .d g n
A N
S I F
SK503
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
F
IS
H L
A D
D E
R S
ID
E
M
W
IL
H E
L M I
BOLT SLOTS BOLT SLOTS
O
L T S
L O
T S
B O
L T S
L O
T S
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
F
IS
H L
A D
D E
R S
ID
E
A W
S C
H A
M B
E R S
ID
E
D
IF
F U
S E
R S
C R
E E
N D
E T
A
IL
S
/1
/2
W
N
R
4. ALL STEEL DISPLAYED ON THIS SHEET MUST BE STAINLESS STEEL.
3. SEE SHEET SK901 FOR DIFFUSER OPENING LOCATION.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND
NOTES:
S S
T E
M B
E D
D E
D W
E L
D S
T U
D
SST WELD STUDS
SST EMBEDDED WELD STUD
S S
T E
M B
E D
D E
D W
E L
D S
T U
D
S S
T W
E L
D S
T U
D S
SST WELD STUDS
CJP TYP
" TYP8
3SST L4" X 3" X
" TYP8
3SST L4" X 3" X
T
Y P
S S
T L
X
X
Y P
S S
T L
X
V E
R T
IS
E
SK201
SCALE: 1" = 1'-0"
SCREEN DETAIL (SMALL SHOWN)
TYPICAL ASSEMBLED DIFFUSER
SCALE: 1-1/2" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
CHAMBER #1 (2 REQ.)
DIFFUSER SCREEN
SCALE: 3/4" = 1'-0"
CHAMBER #2-6
DIFFUSER SCREEN
SCALE: 3/4" = 1'-0"
CHAMBERS #2-6
DIFFUSER SCREEN FRAME
SCALE: 3/4" = 1'-0"
CHAMBER #1 (2 REQ.)
DIFFUSER SCREEN FRAME
SCALE: 1-1/2" = 1'-0"
FRAME CORNER DETAIL
TYPICAL SUPPORT
SCALE: 3" = 1'-0"
SLOT DETAIL
TYPICAL BOLT
B
SCALE: 1-1/2" = 1'-0"
SECTION
C
SCALE: 3" = 1'-0"
SCREEN SECTION
TYPICAL DIFFUSER
A
SCALE: 3" = 1'-0"
FRAME SECTION
TYPICAL SUPPORT
B
A
C
D
D
SCALE: 3" = 1'-0"
SCREEN SECTION
TYPICAL DIFFUSER
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/2
/2
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1' 12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
(AWS CHAMBER SIDE)
AWS CHAMBER WALL
PERFORATED PLATE
WASHER (TYP)
" NUT AND LOCK4
3Ø
1/4" R (TYP)
HOLE (TYP)
" BOLT16
15Ø
60°
7'-8"
6"-6"
CHAMBER #2-6
CHAMBER #1 (2 REQ.)
(PARTIALLY SHOWN)
PERFORATED PLATE
3" 3"4 SPACES @ 1'-6" = 6'-0"
S
P A
C E
S
2"7'-4"
S
P A
C E
S
SHOWN FOR CLARITY
BOLT HOLES PARTIALLY
PERFORATED PLATE AND
(T
Y P
" (TYP)2
" (TYP)2
(T
Y P
7'-8"
2"
" = 7'-5"4
14 SPACES @ 1'-10"2
11 "2
(PARTIALLY SHOWN)
PERFORATED PLATE
6'-6"
"2
11 3 SPACES @ 2'-1" = 6'-3" "2
(PARTIALLY SHOWN)
PERFORATED PLATE
4"
S E
E
B
O N T
A B
L E
SEE "A" ON TABLE
SST CPL BASE STUD
"-10 UNC X 2"4
3Ø
" TYP8
3SST L4" X 3" X
" TYP8
3SST L4" X 3" X
EMBEDDED WELD STUD
" SST 8
1" X 62
1Ø
" TYP8
3SST L4" X 3" X
HOLE (TYP)
" THRU2
1Ø1
" SST PLATE8
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
K .d g n
A N
S I F
SK504
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
A W
S C
H A
M B
E R S
ID
E
M
W
IL
H E
L M I
4. ALL STEEL DISPLAYED ON THIS SHEET MUST BE STAINLESS STEEL.
3. SEE SHEET SK901 FOR DIFFUSER OPENING LOCATIONS.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
CHAMBER #1 (2 REQ.)
CHAMBER #2-6
C H
A M
B E
R
R
E Q
C H
A M
B E
R
-6
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
H E
N
IN
G E
R P
E
P E
R F
O R
A T
E D P
L A
T E D
E T
A
IL
/1
/2
W
N
R
CJP TYP
SST EMBEDDED WELD STUD
SST EMBEDDED WELD STUD
S S
T E
M B
E D
D E
D W
E L
D S
T U
D
S S
T E
M B
E D
D E
D W
E L
D S
T U
D
S S
T C
P L B
A S
E S
T U
D S
S S
T C
P L B
A S
E S
T U
D S
" TYP8
3SST L4" x 3" x " TYP8
3SST L4" X 3" X
T
Y P
S S
T L
X
Y P
S S
T L
X
SST CPL BASE STUDS
SST CPL BASE STUDS
A D
V E
R T
IS
E
SCALE: 1" = 1'-0"
CHAMBERS #1-6
PERFORATED PLATE
SCALE: 1-1/2" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
HOLE PATTERN DETAIL
PERFORATED PLATE
SCALE: 3/4" = 1'-0"
FRAME CHAMBERS #2-6
PERFORATED PLATE
SCALE: 3/4" = 1'-0"
FRAME CHAMBER #1 (2 REQ.)
PERFORATED PLATE
SCALE: 3" = 1'-0"
FRAME CORNER DETAIL
TYPICAL SUPPORT
B
SCALE: 3" = 1'-0"
FRAME SECTION
TYPICAL SUPPORT
SCALE: 1" = 1'-0"
PLATE DETAIL (SMALL SHOWN)
TYPICAL ASSEMBLED PERFORATED
B
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S K
.d g n
A N
S I
F
SK505
M A
T T
H E
W D
H
A N
S E
N
P .E
:1
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
H E
N
IN
G E
R ,P
E
EXIST. CONC. AND ROCK
'-0
'-0
'-0
STIFFENER TYP
" FB4
13" X
" TYP UNO4
1" X 2
1HSS 2" X 2
CHAMBER
DIFFUSION
EXIST. AWS
F L O
W V
A N
E I S
O M
E T
R
IC
S P
L A
N E
L E
V A
T
IO
N
SEE SK102 FOR DETAILS
FISH LADDER WALL.
NEW CONC. EXTERIOR
W O
R K
L
IN
E
T
O
WORK LINE
4'-0" TO
W O
R K
L
IN
E
T
O
WALL
EXTERIOR FISH LADDER
OUTLINE OF NEW CONC.
J
L
IN
D
NEW FLOW VANE
" STIFFENERS TYP.4
13 X
WELDED
" INTERIOR SKIN PL.4
3.000x0.250
HSS
HSS 3.000x0.250
HSS 3.000x0.250
BASE
" PL.2
1" X2
TOP
" PL.2
1" X 2
TOP
" PL.2
1" X 2
BASE
" PL.2
1" X 2
OF LIFTING LUG
APPROX. LOCATION
OF LIFTING LUG
APPROX. LOCATION
HSS 3.000x0.250
HSS 3.000x0.250
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
2" CLR
SLOT
SCREEN GATE
NEW OCCLUSION
WORK LINE
HSS 3.000x0.250
" TYP UNO4
1" X 2
1" X 22
1HSS 2
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
(BELOW)
DIFFUSER CHAMBER
EXIST. AWS FLOOR
AND SUPPORT
CHAMBER GRATING
NEW DIFFUSION
SK505-2
SK505-1
APPROX. SIZE
NEW VERTICAL GATE SLOT,
SLOT
NEW BULKHEAD
NOTE 5
SEE NOTE 4 AND
DIFFUSER BOLT,
" � FLOOR4
3(2)
SEE NOTE 5
ANCHOR TYP. UNO.
" � UNDERCUT2
1(12)
SCREWS. SEE NOTE 5.
FASTENED WITH
" EXTERIOR SKIN PL.4
K E
N M
C
A R
A B
B A
C A
N P
.E
EL. 633.82
ENTRANCE
FISH LADDER
C
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12" 0 "= 1'-0"2
1SCALE:
1' 2' 3' 4'
S T
A
.0
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
S K
IN
P
L A
T E
S E
C T
IO
N
S A
N D
O
F F
B S
T
IF
F E
N E
R S
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
SEE SK901 FOR OVERVIEW ISOMETRICS.8.
".8
5SCREWS SHALL BE PAN HEAD SELF-DRILLING SS 410 #10 X 7.
SMOOTHNESS AND OFFSET REQUIREMENTS OF FISH CONTACT SURFACES.
FRAMING, AND SKIN PLATES OUT OF THE WATER ARE TO MEET THE
ALL COMPONENTS OF THE FLOW VANE INCLUDING THE SUPPORT ARMS,6.
AND UNDERCUT ANCHOR BOLTS ARE FIELD INSTALLED.
EXTERIOR SKIN PLATE TO BE INSTALLED AFTER FLOOR DIFFUSER BOLTS5.
MASS WHERE BOTH MEMBERS CROSS EACH OTHER.
AND FLOOR DIFFUSER ARE IN PLACE. THE HOLES MUST BE DRILLED CENTER
FLOOR DIFFUSER SUPPORT MUST BE MATCH-DRILLED ONCE THE FLOW VANE
FLOOR DIFFUSER BOLT CONNECTIONS BETWEEN THE FLOW VANE AND THE4.
MUST BE STAINLESS STEEL.
ALL MATERIAL AND FASTNERS USED IN CONSTRUCTION OF THE FLOW VANE3.
SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.2.
SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.1.
NOTES:
FISH LADDER WALL
TOP OF EXTERIOR
EL. 644.00 (AS-BUILTS)
EL. 647.82 (NAVD88)
FISH LADDER
BOTTOM OF
EL. 630.00 (AS-BUILTS)
EL. 633.82 (NAVD88)
SCALE: NTS
ISOMETRIC - FLOW VANE FRAME
" = 1'-0"2
1SCALE:
PLAN VIEW AT EL. 649.00
A
SCALE: NTS
ISOMETRIC - FLOW VANE WITH SKIN PLATES
A " = 1'-0"2
1SCALE:
SECTION
SK505-1
C
SK505-1
D
SK505-1
C
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
A N
S I
F
M A
T T
H E
W D
H
A N
S E
N
P .E
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
38.
75°
27.00°
.0
4'-0" 2'-0" 3'-0"
30°
30°
30°
R6'-0"
(BOTH SIDES)
" SKIN PLATE 4
R3'-0"
H E
N
IN
G E
R ,P
E
D X
F .1
S
K -1
.d g n
" TYP.4
1" x 2
1" x 22
1HSS 2
SUPPORT. SEE DETAIL 5
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
SUPPORT
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
CHAMBER
DIFFUSION
EXIST. AWS
SUPPORT TYP.
CHAMBER GRATING
NEW DIFFUSION
4'-0" 2'-0" 3'-0"
30°
30°
30°
(BOTH SIDES)
" SKIN PLATE 4
" TYP4
1" x 2
1" x 22
1HSS 2
SUPPORT
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
6'-0" 2'-0" 3'-0"
30°
30°
30°
R 6'-0"
R 3'-0"
" MIN EMBEDMENT, TYP. UNO2
" � UNDERCUT ANCHOR WITH2
SK505-1
F L O
W V
A N
E S
E C
T
IO
N S
'-0
SUPPORT, SEE DETAIL 5
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
R 3'-0"
R 6'-0"
R 6'-0"
R 3'-0"
4" TYP UNO
J
L
IN
D
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
LIFT GATE SLOT
NEW VERTICAL
BASE
" PL.2
1" X 2
BASE
" PL.2
1" X 2
(BOTH SIDES)
" SKIN PLATE 4
K E
N M
C
A R
A B
B A
C A
N P
.E
SCREEN SLOT
NEW EXLCUSION
SLOT
NEW BULKHEAD
C
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
2'-0"
FISH LADDER WALL
NEW CONC. EXTERIOR
FISH LADDER WALL
NEW CONC. EXTERIOR
2'-0"
TYP. UNO
" MIN EMBED. 2
ANCHOR WITH
" � UNDERCUT 2
2'-0" �
'-1
'-0
6" MIN. TYP.
.2
WORK LINE
WORK LINE
4'-6
'-1
'-3
" �4 12'-5
" �8
2'-
1'-1
3' -2
'-1
4" � TY
P. UNO
2'-0" �
'-6
1'-6
" �8 71'-6
"16 71'-12'-0"
POINT #1
WORK
WORK POINT #2
WORK POINT #4 WORK POINT #4
WORK POINT #3
WORK POINT #4
WORK LINE
WORK LINE
1 FISH LADDER WALL
NEW CONC. EXTERIOR
POINT #3
WORK
POINT #3
WORK
C L R
EYE TYP
LIFTING
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"
SCALE: 1"= 1'-0"
6" 0 1'
1. SEE SHEET SK505 FOR NOTES.
NOTES:
1 1
SK505-2
SK505-2
SK505-2
SK505-2
"16 1NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE. MEASUREMENTS ROUNDED TO NEAREST NOTE: DIFFISUION CHAMBER GRATING NOT SHOWN FOR CLARITY.
SK505-2
SK505
B
SCALE: 1" = 1'-0"
TOP SECTION - SUPPORT ARMS
SK505
C
SCALE: 1" = 1'-0"
MID SECTION
SK505
D
SCALE: 1" = 1'-0"
BASE SECTION AND ANCHORAGE
BEGIN R
E N
D R
B E
G
IN
R
END R
BEGIN R
E N
D R
B E
G
IN
R
END R
BEGIN R
B E
G
IN
R
E N
D R
END R
BEGIN R
E N
D R
B E
G
IN
R
END R
SEE SK505-2 SECTION B FOR SUPPORT ARM LENGTHS.
SEE DETAIL 1 FOR TYP SUPPORT ARM ANCHORAGE.
".16
1 DIMENSIONS ROUNDED TO NEAREST
NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE.
SEE SECTION D THIS SHEET FOR ARC DIMENSIONS.
NOTE: SECTION C APPLIES TO TWO LOCATIONS, SEE SK505.
SK505
D
SCALE: 1" = 1'-0"
BASE SECTION - FLOW VANE ONLY
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 E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
A N
S I
F
M A
T T
H E
W D
H
A N
S E
N
P .E
T
Y P
F
IS
H L
A D
D E
R
A W
S D
IF
F
U S
IO
N
C H
A M
B E
R
H E
N
IN
G E
R ,P
E
D X
F .1
S
K -2
.d g n
SK505-2
F L
O W
V A
N E
D E
T A
IL
S
SEE NOTE 7 SHEET SK505
" SCREW @ 12" O.C. TYP.8
5#10 x
3"
BOLT SPACING DIMENSIONS TYP.
" EMBEDMENT TYP.4
" � CONC. ANCHOR WITH2
ALL SUPPORT ARMS:
WASHER AND NUT
WELD STUD WITH
"2 1" � -10 UNC x 34
" TYP4
1" x 2
1" x 22
1HSS 2
J
L
IN
D
" INTERIOR SKIN PL.4
" EXTERIOR SKIN PL.4
JOINT TYP.
SKIN PL.
JOINT TYP.
SKIN PL.
SKIN PL.
" INTERIOR4
SEE NOTE 7 SHEET SK505
" SCREW @ 12" O.C. TYP.8
5#10 x
" EXTERIOR SKIN PL.4
T
Y P
" EXTERIOR SKIN PL.4
" INTERIOR SKIN PL.4
" TYP4
1" x 2
1" x 22
1HSS 2
T Y
P
G A
P"
" STIFFENER TYP.4
13" X
STIFFENER
" FB4
13" X
" EXTERIOR SKIN PL.4
T Y
P
" EXTERIOR SKIN PL.4
" INTERIOR SKIN PL.4
T Y
P
G A
P"
" INTERIOR SKIN PL.4
"4 31 R
" EXTERIOR SKIN PL.4
O
U T
T O
O U
T
5'-5" O U
T TO
O U T
" OUT TO OUT16
75'-
WORK LINE
5' -1 0" O
U T
TO
O
U T
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
TOP
" PL.2
1" X 2
WORK POINT #2
" WORK POINT #2 TO OUT16
94'-
W
O R
K P
O
IN
T
T
O O
U T
" TYP.4
1" X 2
1" X 22
1HSS 2
SUPPORT ARMS
TOP
" PL.2
1" X 2
"4 1" X 2
1" X 22
1HSS 2
SUPPORT ARM
TOP
" PL.2
1" X 2
"4 1" X 2
1" X 22
1HSS 2
SUPPORT ARM
(BEYOND)
FB STIFFENER TYP.
"4 13" x
BASE
" PL.2
1" X 2
HSS 3.000x0.250
BASE
" PL.2
1" X 2
BASE
" PL.2
1" X 2
HSS 3.000x0.250 (BEYOND)
FLOOR GRATING
DIFFUSION CHAMBER
FLOOR SUPPORT BEAM
DIFFUSION CHAMBER
SEE SECTION C
" � BOLT,4
SHEET SK505.
SEE NOTE 4 AND NOTE 5 ON
WASHER (NEAR SIDE) AND NUT.
" � SS BOLT WITH4
HSS 3.000x0.250
K E
N M
C
A R
A B
B A
C A
N P
.E
SECTION A
SEE SHEET SK505
STIFFENER PLATE,
LOCATION OF
HSS 3.000x0.250
WORK LINE
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
WORK POINT #2
FISH LADDER WALL
NEW CONC. EXTERIOR
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 3"= 1'-0"
0 3" 6" 12"
(2) LOCATIONS
SECTION B
PLAN SECTION A
PLAN
PLAN
NOTE: SKIN PLATES NOT SHOWN FOR CLARITY.
SECTION C - TYP. DIFFUSION CHAMBER SUPPORT BOLTED CONNECTION
CJP TYP.
TYP SIDES
3 2-12
1 BASE PL.
HSS POST TO
1 TO BASE PL.
HSS 3.000x0.250
NOTE: HSS 3.000x0.250 NOT PRESENT AT SECOND LOCATION.
SEE SHEET SK505 FOR NOTES.1.
NOTES:
NOTE: SEE NOTE 5 SHEET SK505.
TO HSS 3.000x0.250
INTERIOR SKIN PL.
)16 5(
)16
5( CONNECTIONS TYP
ALL HSS SUPPORT ARM
)16 5(
)16 5(
SKIN PLATE
INTERIOR
HSS TO
SCALE: 6" = 1'-0"
DETAIL 3A - SKIN PL TO HSS CONNECTION
CJP TYP
B
C
SK505-1
SCALE: 3" = 1'-0"
DETAIL
SK505-1
SCALE: 3" = 1'-0"
TYP. DETAIL
A
3A
SK505-1
SCALE: 3" = 1'-0" UNO
TYP. DETAIL
SK505-1
SCALE: 3" = 1'-0"
TYP. DETAIL - HSS POST TO BASE PL.
SK505
B
SCALE: 1" = 1'-0"
TOP SECTION - SUPPORT ARM LENGTHS
SCALE: 3" = 1'-0"
DETAIL
4'-11" �4'-11" �
12"
SCALE: 1"= 1'-0"
6" 0 1'
INTERIOR SKIN PL.
SKIN PL.
INTERIOR
LIFTING LUG TYP.
SEE DETAIL 1 AND NOTE 1
LIFTING BEAM AND RIGGING,
(BY CONTRACTOR)
LIFTING BEAM AND RIGGING
LIFTING HOOK TYP.
"8 35'-3 "8
55'-8
11'-0"
38.
75°
WORK LINE
"8
SUPPORT ARMS TYP.
FLOW VANE CG
APPROX. LOCATION
SEE DETAIL 1 AND NOTE 1
LIFTING BEAM AND RIGGING,
SUPPORT ARMS TYP.
SEE DETAIL 2
LIFTING LUG TYP.
9'-10" � to � LIFTING LUG EYES
3"
1" � HOLE
R
" PL.8
9'-10" � TO � LIFTING LUG EYES
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
NEW FLOW VANE
ARMS TYP.
SUPPORT
POINT #1
WORK
.2
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
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IP
T
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N M
A R
K D
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E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
A N
S I F
M A
T T
H E
W D
H A
N S
E N P .E
:1
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
H E
N
IN
G E
R ,P
E J L
IN
D
D X
F .1
S
K -3 .d g n
F L
O W V
A N
E L
IF
T
IN
G C
O N
F
IG
U R
A T
IO
N
SK505-3
EYE LOCATIONS AS NECESSARY.
VERIFIED BY CONTRACTOR. ADJUST LIFTING
FLOW VANE CENTER OF GRAVITY (CG) TO BE 2.
CONTRACTOR.
LIFTING BEAM AND RIGGING TO BE DESIGNED BY1.
NOTES:
� LIFTING BEAM
NOTE: SUPPORT ARM FASTENERS AND WELDED STUDS NOT SHOWN FOR CLARITY.
LIFTING LUG �
TYP
/1
/2
W
N
R
D E
T A
IL
S
1 DIMENSIONS ROUNEDED TO NEAREST
NOTE: SEE SK505-1 FOR WORK LINE AND WORK POINT DETAILS.
SUPPORT ARM �
K E
N M
C A
R A
B B
A C
A N P .E
A D
V E
R T
IS
E
SCALE: NTS
ISOMETRIC - FLOW VANE WITH LIFTING BEAM CONCEPT
A
SCALE: 1" = 1'-0"
PLAN - FLOW VANE CENTER OF GRAVITY (CG)
" = 1'-0"1SCALE:
DETAIL - LIFTING BEAM
A
" = 1'-0"1SCALE:
SECTION
SCALE: 6" = 1'-0"
TYP. DETAIL - LIFTING LUG
0 3" 6" 12" 12"
SCALE: 1"= 1'-0"
6" 0 1' 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
"2
7'-0"
1HSS 12X4X
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
" GAP (TYP)4
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
"8
L4" x 4" x
WASHERS AND NUT (TYP)
" SS BOLT WITH4
3Ø
HSS 12X4X
C12X30
"2
WASHERS AND NUT. (TYP)
" SS BOLT WITH4
Ø
"8
L4" x 4" x
C12X30
HSS 12X4X
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
C12X30
"2
7'-0" "2
" GAP (TYP)4
" GAP (TYP)4
"2
7'-0" "2
C12X30
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
(5" MIN EMBEDMENT, TYP)
" UNDERCUT ANCHOR2
Ø
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
4"
"8 3L4" x 4" x
(5" MIN EMBEDMENT, TYP)
" UNDERCUT ANCHOR2
1Ø
(FLUSH WITH TOP OF CONCRETE)
FLOOR DIFFUSER GRATING PER NOTE 7
(5" MIN EMBEDMENT, TYP)
" UNDERCUT ANCHOR2
1Ø
14'-9"
SK505 AND NOTE #4 THIS SHEET)
DIFFUSER SUPPORT, (SEE DETAIL 1 ON
" BOLTED CONNECTION TO FLOOR 4
3Ø
FLOW VANE
HSS 12X4X
C12X30 C12X30
4" 4"3'-2"3'-2"
"2
C12X30
"2
4"
1HSS 12X4X "2
"4 13'-8"4
13'-8"4 13'-8"4
13'-8
"8 3L4" x 4" x
SK506-1
DETAIL 4 ON
SEE CONNECTION
SK506-1
DETAIL 4 ON
SEE CONNECTION
SK506-1
DETAIL 4 ON
SEE CONNECTION
(SEE SK506-1 SHEET)
PERF PLATE (PARTIALLY SHOWN)
(PARTIALLY SHOWN - BELOW)
PERF. PLATE
PERF. PLATE
PERF. PLATE
PERF. PLATE
(BELOW)
PERF. PLATE
(BELOW)
PERF. PLATE
"2
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
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L A
N D D
IS
T R
/1
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U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W
N
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X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
K .d g n
A N
S I F
SK506
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
W S F
L O
O R D
IF
F U
S E
R
M
W
IL
H E
L M I
DIFFUSER CHAMBER
AWS FLOOR
DIFFUSER CHAMBER
AWS FLOOR
EL. 633.82'
DIFFUSER CHAMBER
AWS FLOOR
DIFFUSER CHAMBER
AWS FLOOR
DIFFUSER
AWS FLOOR
ENTRANCE
FISH LADDER
LADDER WALL
EXTERIOR FISH
S T
A
.0
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
(ABOVE - TYP)
GRATING SPAN
FRAMING.
" DIA BOLT TO HOLD GRATING PANEL TO THE 8
3EACH PANEL TO ALLOW
CONTRACTOR TO PROVIDE DETAILS FOR WELDED LUG IN THE CORNER OF 8.
BEARING BARS AND CROSS BARS ARE STAINLESS.
" CLEAR SPACING. CROSS BARS ARE 4" O.C.4
3" BEARING BARS WITH 16
31"X7.
SEE SHEET SK901 FOR FLOOR DIFFUSER LOCATION.6.
GOVERNMENT ENGINEER.
FLOOR GRATING TO BE DOVETAIL CONSTRUCTED OR APPROVED OTHER BY 5.
MASS WHERE BOTH MEMBERS CROSS EACH OTHER.
AND FLOOR DIFFUSER ARE IN PLACE. THE HOLES MUST BE DRILLED CENTER
DIFFUSER SUPPORT MUST BE MATCH DRILLED ONCE THE FLOW VANE
THE TWO BOLTED CONNECTIONS BETWEEN THE FLOW VANE AND THE FLOOR 4.
DIFFUSER MUST BE STAINLESS STEEL.
3. ALL MATERIAL AND FASTENERS USED IN CONSTRUCTION OF THE AWS FLOOR
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
A D
V E
R T
IS
E
B
SCALE: 1" = 1'-0"
SECTION
C
SCALE: 1" = 1'-0"
SECTION
A
SCALE: 1" = 1'-0"
SECTION
D
SCALE: 1" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
DETAIL
E
SCALE: 3" = 1'-0"
SECTION
F
SCALE: 3" = 1'-0"
SECTION SCALE: 1/2" = 1'-0"
AWS FLOOR DIFFUSER PLAN VIEW
FISH LADDER ENTRANCE
F
D -
C
B
A
PERFORATED PLATE
WASHER (TYP)
" NUT AND LOCK4
Ø
1/4" R (TYP)
HOLE (TYP)
" BOLT16
Ø
14'-8 1/2"
SHOWN FOR CLARITY
BOLT HOLES PARTIALLY
PERFORATED PLATE AND
/2
(T
Y P
" (TYP)2
" (TYP)2
(T
Y P
O C M
A X
2'-0" OC MAX
HOLE (TYP)
" THRU2
Ø1
0'-3"
BEAM PER SECTION A
1 1/2"
1 1/2"
THRU BOLT @ 2'-0" OC MAX
5/8" DIA. - 10 UNC x 3-1/2" SST
/2
EACH BEAM LINE ABOVE
@ WELDED STUDS ALONG
3/4" DIA. NUT & LOCK WASHER
@ EACH BEAM LINE
3" CLR BTW PERFORATIONS
" THICK PLATE8
PERF. PLATE (SEE DETAIL THIS SHEET)
60°
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
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K -1 .d g n
A N
S I F
SK506-1
M A
T T
H E
W D
H A
N S
O N
:1
K E
N M
C A
R A
B B
A C
A N P .E
E N
T R
A N
C E A
C C
E S
S P
L A
T F
O R
M
A
C
IC
A L E
S E
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
H E
N
IN
G E
R P
E
D E
T A
IL
S
/1
/2
W
N
R
A D
V E
R T
IS
E
SCALE: 1-1/2" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
HOLE PATTERN DETAIL
PERFORATED PLATE
N.T.S.
AWS FLOOR DIFFUSER
PERFORATED PLATE
SK506
SCALE: 3" = 1'-0"
CONNECTION DETAIL
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
EXIST. WALL
(BELOW)
ENTRANCE
FISH LADDER
18'-0"
" �2 19'-3
B A
C K O
F C
H A
N N
E L
B A
C K O
F C
H A
N N
E L
B A
C K O
F C
H A
N N
E L
B A
C K O
F C
H A
N N
E L
3'-2" �" �2 13'-13'-0" �
"2 16'-1
4'-6" BACK OF CHANNEL4'-6" BACK OF CHANNEL4'-6" BACK OF CHANNEL4'-6" BACK OF CHANNEL
" �4 31'-1
FOR DETAILS
SHEET SK521
FRAMING. SEE
SCREEN HOIST
NEW OCCLUSION
"2 1L4 X 4 X "2
1L4 X 4 X
" PL. �2
13'-11
P L
45°
C7 X 14W8 X 15
FRAMING
SCREEN HOIST
NEW OCCLUSION
1'-2"
C7 X 14 TYP. UNO
AND SYSTEM
NEW ENTRANCE GATE
BEAM
EXIST. CONC.
CURB
EXIST. CONC.
EXIST. GUARDRAIL
APPROX.
CLR "8
11'-
APPROX.
CLR"16
3'-0" � " �2 16'-3
GUARDRAIL
EXIST.
CURB
EXIST. CONC.
W8 X 15
C7 X 14
1'-2"
3'-0" � " �2 13'-1 3'-2" �
CURB
EXIST. CONC.
"2 1L4 X 4 X
C7 X 14
"2 1L4 X 4 X
W8 X 15
BEAM
CONC.
EXIST.
BEAM
CONC.
EXIST.
SYSTEM AND SLOT
NEW ENTRANCE GATE
CURB
NEW CONC.
GUARDRAIL
EXIST.
PL. TYP.
" WALL2
TAB TYP.
" SHEAR2
TYP.
" STIFFENER8
CURB
CONC.
EXIST.
BEAM
CONC.
EXIST.
3'-2" � W8 X 15
W8 X 15
"2 1L4 X 4 X
C7 X 14
CURB
CONC.
EXIST.
C
L R
DETAILS
SEE SK507-2 FOR
NEW PLATFORM 2,
SEE NOTE 2
NEW GRATING,
NEW GRATING, SEE NOTE 2
SEE NOTE 2
NEW GRATING,
SEE NOTE 1
NEW GUARDRAIL, SEE NOTE 1
NEW GUARDRAIL,
SEE NOTE 1
NEW GUARDRAIL,
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
C7 X 14
C7 X 14
C7 X 14
C7 X 14
NOT ALL FEATURES SHOWN FOR CLARITY.
"2 1L4 X 4 X
"2 1L4 X 4 X
W X
W X
W X
� W8 X 15
W X
� W8 X 15 � W8 X 15 � W8 X 15
� WALL PL.� WALL PL. � WALL PL.
NOTE: GUARDRAIL NOT SHOWN FOR CLARITY.
SEE SK514 AND SK901 FOR AREA OVERVIEW.4.
HOT DIP GALVANIZED.
ALL STEEL, GRATING, AND CONNECTIONS MUST BE 3.
RECOMMENDATIONS.
SADDLE CLIPS @ 24" O.C. OR PER MANUFACTURES
GALVANIZED. ALL GRATING TO BE FASTENED WITH
" HOT DIPPED8
" x 2
GRATING MUST BE W19-2 12.
GUARDRAILS WILL BE HOT DIPPED GALVANIZED.
SPEC SECTIONS 05 52 00.00.
TO MEET OSHA SECTION 1910, EM 385-1-1, AND
ALL GUARDRAILS TO BE CONTRACTOR DESIGNED1.
NOTES:
IS
O
M E
T R
IC
P
L A
N S
E C
T
IO
N S
J L
IN
D
D X
F .1
S
K .d g n
/1
/2
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
E N
T R
A N
C E A
C C
E S
S P
L A
T F
O R
M
K E
N M
C A
R A
B B
A C
A N P .E
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
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T A
D U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W
N
R
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
A N
S I F
SK507
M A
T T
H E
W D
H A
N S
O N P .E
:1
H E
N
IN
G E
R ,P
E
NOTE: EXCLUSION SCREEN HOIST NOT SHOWN FOR CLARITY.
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
PLATFORM
TOP OF ACCESS
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
CONC. ROAD
TOP OF EXIST.
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
PLATFORM
TOP OF ACCESS
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
CONC. ROAD
TOP OF EXIST.
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
CONC. ROAD
TOP OF EXIST.
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
PLATFORM
TOP OF ACCESS
EL. 660.00 (AS-BUILTS)
EL. 663.82 (NAVD88)
A D
V E
R T
IS
E
A
B
D
C
A
" = 1'-0"4
3SCALE:
SECTION
B
" = 1'-0"4
3SCALE:
SECTION
SK507-1
C
" = 1'-0"4
3SCALE:
SECTION
D
" = 1'-0"4
3SCALE:
SECTION
SK507-1
SK507-1
SK507-1
SK507-1
SK507-1
SK507-1
SK507-1
E
E
" = 1'-0"4
3SCALE:
TYP. DIAGONAL BRACE SECTION
SCALE: NTS
PLATFORM 1 FRAMING ISOMETRIC
" = 1'-0"4
3SCALE:
PLATFORM 1 FRAMING PLAN
SK507-1
"8 3L4 X 4 X
C7 X 14
W8 X 15
T Y
P
"8 3L4 X 4 X
1" TYP.
W8 X 15
C7 X 14
T Y
P
1" TYP.
" � BOLT TYP.4
" � BOLT TYP.4
T Y
P .3
T Y
P
" TYP.2
4" �3" �4" � 1" TYP.
11" �
" � BOLT TYP.4
W8 X 15 TYP.
" PL.2
" � BOLT TYP.4
"2
TYP.
" � BOLT TYP.4
W8 X 15 TYP." PL.2
5"
2""2 11 "2
TYP.
SLOTTED HOLE TYP.
HORIZONTAL
" � BOLT WITH 4
"8 3L4 X 4 X
C7 X 14
T Y
P
1" TYP.
" � BOLT TYP.4
T Y
P
7"
10"
T Y
P
TYP.
"2
" �8 35" �8
" PL.2
45°
" GAP2
W8 X 15
WALL
CONC.
EXIST.
" PL.2
"2 112" �
"2 154"
"2
" PL.2
" � BOLT TYP.4
W8 X 15 �
DIAGONAL
PL. � AND
INTERSECT:
" � BOLT TYP.4
" PL.2
7"
10"
"2 11 "2
"8 35"8
" SHEAR TAB PL.2
" SHEAR TAB PL.2
" SHEAR TAB PL.2
" SHEAR TAB PL.2
WALL
CONC.
EXIST.
5"
2""2 11 "2
" PL.2
" GAP2
" PL.2
W8 X 15
" PL.2
" � BOLT TYP.4
" GAP4
1 " GAP4
"2 12'-8
SEE NOTE 3
BOLT 'B' TYP,
ANCHOR
" � CONC.8
BOLT 'B' TYP, SEE NOTE 3
" � CONC. ANCHOR8
SEE NOTE 2
" Ø CONC. ANCHOR BOLT 'A' TYP,8
"2 1L4 X 4 X
10" TYP.
" TYP. EA END4
T Y
P
BOLT 'A' TYP, SEE NOTE 2
" Ø CONC. ANCHOR8
BEAM
EXIST. CONC.
C-CHANNEL
COPE
W8 X 15
1" TYP.
T Y
P
"8 3L4 X 4 X
C7 X 14
" � BOLT TYP.4
T Y
P
" PL.2
7"
10"
"2 11 "2
"8 54"8
" SHEAR TAB PL.2
BOLT 'B' TYP, SEE NOTE 3
" � CONC. ANCHOR8
T Y
P
WALL
CONC.
EXIST.
" GAP2
" PL.2
W8 X 15
T Y
P
" PL.2
" � BOLT TYP.4
5"
2""2 11 "2
" PL.2
HOLES TYP.
SLOTTED
HORIZONTAL
" STIFFENER TYP.8
FULL HEIGHT
" STIFFENER TYP.8
FULL HEIGHT
" GAP TYP.2
SEE NOTE 3
BOLT 'B' TYP,
ANCHOR
" � CONC.8
SEE NOTE 3
BOLT 'B' TYP,
ANCHOR
" � CONC.8
SEE NOTE 3
BOLT 'B' TYP,
ANCHOR
" � CONC.8
" SHEAR TAB PL.2
SOUTH CONNECTION: DETAIL 9
NORTH CONNECTION: DETAIL 7
AND WALL MOUNT:
HORIZONTAL BRACE
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
NOTE 2
SEE SHEET SK507
NEW GRATING,
SEE SK507 NOTE 1
NEW GUARDRAIL,
SEE SK507 NOTE 1
NEW GUARDRAIL,
SEE SK507 NOTE 1
NEW GUARDRAIL,
SK507
SCALE: 3" = 1'-0"
TYP. L-ANGLE GRATING SUPPORT DETAIL
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T 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
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W
N
R
X T
E R D
A M A
N D R
E S
E R
V O
IR
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
H E
N
IN
G E
R ,P
E
D X
F .1
S
K -1 .d g n
SK507-1
J L
IN
D
D E
T A
IL
S
PLAN SECTION A
C7 X 14 �, L ANGLE �
� C7 X 14, � L ANGLE
� PL.
SECTION B SECTION C
" PL.2
1� W8 X 15, " PL.2
1� W8 X 15s, � C7 X 14, � L ANGLE
� SHEAR TAB
SH
EAR
T
AB
W X
� WALL PL.
SECTION D
SHEAR TAB �
SHEAR TAB PL. DETAILS
SECTION F
SECTION E
SECTION H
� SHEAR TAB
� SHEAR TAB
� W8 X 15, SHEAR TAB
� WALL PL., SHEAR TAB PL.
TOP OF GRATING
EL. 663.82
SHEAR TAB PL. DETAILS
SECTION G
SECTION J
C7 X 14 �, L ANGLE �
/1
/2
F
IS
H L
A D
D E
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
E N
T R
A N
C E A
C C
E S
S P
L A
T F
O R
M
K E
N M
C A
R A
B B
A C
A N P .E
SECTION L
� SHEAR TAB
SHEAR TAB �
TOP OF GRATING
SECTION K
� W8X15, SHEAR TAB
SHEAR TAB PL. DETAILS
SECTION M
MINIMUM EMBEDMENT.
THREADED ADHESIVE ANCHORS WITH A 10 INCH
" � GALVANIZED8
5CONCRETE ANCHOR 'B' SHALL BE…
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