DXF1.101_DEXTER FF UPGRADE_STRUCTURAL UPDATE AMEND 0002.pdf
PDF 18 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This federal contract opportunity solicitation seeks construction services for upgrades to the Dexter Adult Fish Facility. The solicitation number is W9127N23R0005 and is open to unrestricted, full and open competition. The estimated value of construction is between $25-100 million. The period of performance is expected to occur from March 2023 through November 2026. The project aims to improve, replace, and add features to the Dexter Fish Facility to meet criteria from the National Marine Fisheries Service as outlined in their 2008 Biological Opinion on the U.S. Army Corps of Engineers' Willamette Valley Project. The North American Industry Classification System code for this work is 237990 for other heavy and civil engineering construction, with a small business size standard of $39.5 million. The soliciting agency is the U.S. Army Corps of Engineers Portland District.
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S T
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5' 0 5' 10'
"= 1'-0"8
1SCALE:
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
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A
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R14'-6" (TYP)
R22'-6" (TYP)
S T
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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"
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
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S T
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. 6
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"4 13'-
(PARTIALLY SHOWN)
PRESORT POOL
"32
6'-11
"16
18'-
"16 151'-11
U.N.O.
10'-0" (TYP)
WEIR #20, IE. 658.82'
WEIR #27, IE. 665.82'
WEIR #28, IE. 666.82'
"4 13'-
WEIR #19, IE. 657.82'
"32 276'-11 "16
18'- "16 151'-11
WEIR #6, IE. 644.82'
"32 131'-7
"32 198'-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
1'-7
"32 198'-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
C/E JT
AWS DIFFUSION CHAMBERS (SEE SHEET SK102)
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M A
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TURN #2
STRUCTURE
EXISTING CONCRETE
M A
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M A
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TURN #1
S T
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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
H E
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A R
T O
F P
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O R
T P
O O
L
(E N
D O
F F
IS
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R
NOTE: STATIONING IS ON THE CENTERLINE OF THE FISH LADDER
B E
G
IN
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N A
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E W
IT
H A
M D
T
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER PLAN VIEW
SK502
B
SK502
A
B
A
SK502
C
PORTLAND DISTRICT
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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SHEET
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/1 /2
U .S
A R
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P S O
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P O
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C O
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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
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A
B
SK201
C
M
W
IL
H E
L M I
SK201
F
SK201
E
H E
N
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F
IS
H L
A D
D E
R A
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IF
F U
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N C
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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
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IN
G
R A
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B E
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G
R A
D E
B E
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G
R A
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S L
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N
EL. 637.07'
A D
V E
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IS
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V
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N A
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D A
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E W
IT
H A
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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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CHAMBER #1CHAMBER #6 CHAMBER #5 CHAMBER #4 CHAMBER #3 CHAMBER #2
HEEL
FISH LADDER
S T
A
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S T
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.0
S T
A
.0
B E
G
IN
F
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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
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R S
P O
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O N
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L A
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L T F
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ENTRANCE
FISH LADDER
MONOLITH
EXISTING CONCRETE
N
B E
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MB
E G
IN
S
L O
P E
BLOCK (SEE SP SERIES)
INTEGRATED THRUST
A D
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D A
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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:
8'-0"2'-0"8'-0"2'-0"17'-0"2'-0"19'-6"
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
12"0 5'
"= 1'-0"4
1SCALE:
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
(T
Y P
(T
Y P
PIPE OPENING
SUPPLY
11'-0"
BLOCK
BAFFLE
PIPE OPENING
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"
"4 119'-114'-0"
"4 117'-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
1 1
4'-0"
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
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
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
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
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
L A
D D
E R
B E
G
IN
F
IS
H
S T
A .0
E L E
V A
T
IO
N A
N D S
E C
T
IO
N S
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
A D
V E
R T
IS
E 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
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
12"0 5'
"= 1'-0"4
1SCALE:
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
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
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
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
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
EL. 663.82'
N
B E
E M
A N
D S
E C
T
IO
N S
W
N
R
S T
A
.0
DIFFUSION CHAMBER
EXISTING AWS
VAULT #1
V A
U L T
P
L A
N
IS
O M
E T
R
IC
NOTE: CONCRETE PILES AND THRUST BLOCKS NOT SHOWN
EL. 663.82'
NOTE: THRUST BLOCK NOT SHOWN
A D
V E
R T
IS
E
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:
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
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"
12"0 5'
"= 1'-0"4
1SCALE:
(T
Y P
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
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
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
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
2. SEE SHEET S-001 FOR STRUCTURAL NOTES.
SYMBOLS, AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES,
NOTES:
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
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
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'
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
A D
V E
R T
IS
E 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
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
PIPE OPENING
19'-6"
(T Y
P
M
IN
4'-0"
18'-6"
1'-6" 5'-6"
1'-0"
1'-6"" GAP (TYP)8
12"0 5'
"= 1'-0"4
1SCALE:
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
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
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
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
W
N
R
V A
U L T
S
E C
T
IO
N S
EL. 637.07'
EL. 663.82'
EL. 647.50'
EL. 647.50'
EL. 637.07'
OUTLINE)
SK201 FOR CONCRETE
CHAMBER #6 (SEE DET D,
A D
V E
R T
IS
E
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:
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
SK302
C
" = 1'-0"4
1SCALE:
SECTION
SK302
D
" = 1'-0"4
1SCALE:
SECTION
12"
SCALE: 1"= 1'-0"
6" 0 1'
38.
75°
27.00°
.0
4'-0" 2'-0" 3'-0"
30°
30°
30°
R6'-0"
(BOTH SIDES)
" SKIN PLATE 4
R3'-0"
" 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
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
" TYP.
1" X
1" X 2
1HSS 2
SUPPORT ARMS
LIFT GATE SLOT
NEW VERTICAL
BASE
" PL.
1" X
BASE
" PL.
1" X
(BOTH SIDES)
" SKIN PLATE 4
SCREEN SLOT
NEW EXLCUSION
SLOT
NEW BULKHEAD
1 1
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" �
6" MIN. TYP.
.2
WORK LINE
WORK LINE
4'-
'-3
" �4 12'-5
2'-
1'-
3' -2
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
FISH LADDER WALL
NEW CONC. EXTERIOR
POINT #3
WORK
POINT #3
WORK
C L
R
EYE TYP
LIFTING
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
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
/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
: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
D X
F .1
S
K -1 .d g n
1. SEE SHEET SK505 FOR NOTES.
NOTES:
SK505-1
F L
O W V
A N
E S
E C
T
IO
N S
J L
IN
D
K E
N M
C A
R A
B B
A C
A N P .E
A D
V E
R T
IS
E 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
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
SCALE: 3"= 1'-0"
0 3" 6" 12"
T Y
P
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
" 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
CJP TYP.
O U
T T
O O
U T
'-5 " O
U T T
O O
U T
" OUT TO OUT16
75'-
WORK LINE
O U T T
O O
U T
" TYP.
1" X
1" X 2
1HSS 2
SUPPORT ARMS
TOP
" PL.
1" X
WORK POINT #2
" WORK POINT #2 TO OUT16
94'-
W
O R
K P
O
IN
T
T
O O
U T
" TYP.
1" X
1" X 2
1HSS 2
SUPPORT ARMS
TOP
" PL.
1" X
1" X
1" X 2
1HSS 2
SUPPORT ARM
TOP
" PL.
1" X
1" X
1" X 2
1HSS 2
SUPPORT ARM
(BEYOND)
FB STIFFENER TYP.
13" x
3 2-12
BASE
" PL.
1" X
1 TO BASE PL.
HSS 3.000x0.250
HSS 3.000x0.250
BASE
" PL.
1" X
BASE
" PL.
1" X
HSS 3.000x0.250 (BEYOND)
FLOOR GRATING
DIFFUSION CHAMBER
FLOOR SUPPORT BEAM
DIFFUSION CHAMBER
SEE SECTION C
" � BOLT,
SHEET SK505.
SEE NOTE 4 AND NOTE 5 ON
WASHER (NEAR SIDE) AND NUT.
" � SS BOLT WITH4
HSS 3.000x0.250
5(
5(
5(
5(
CJP TYP
SECTION A
SEE SHEET SK505
STIFFENER PLATE,
LOCATION OF
HSS 3.000x0.250
WORK LINE
WORK POINT #2
FISH LADDER WALL
NEW CONC. EXTERIOR
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
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
/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
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
(2) LOCATIONS
SECTION B
PLAN SECTION A
PLAN
PLAN
J L
IN
D
NOTE: SKIN PLATES NOT SHOWN FOR CLARITY.
SECTION C - TYP. DIFFUSION CHAMBER SUPPORT BOLTED CONNECTION
TYP SIDES
BASE PL.
HSS POST TO
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.
K E
N M
C A
R A
B B
A C
A N P .E
CONNECTIONS TYP
ALL HSS SUPPORT ARM
SKIN PLATE
INTERIOR
HSS TO
SCALE: 6" = 1'-0"
DETAIL 3A - SKIN PL TO HSS CONNECTION
A D
V E
R T
IS
E 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
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
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
EXIST. CONC. AND ROCK
STIFFENER TYP
" FB4
3" X
" TYP UNO4
1" X 2
1HSS 2" X 2
CHAMBER
DIFFUSION
EXIST. AWS
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.
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
" X 2
OF LIFTING LUG
APPROX. LOCATION
OF LIFTING LUG
APPROX. LOCATION
HSS 3.000x0.250
HSS 3.000x0.250
" TYP.
1" X
1" X 2
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.
1" X
1" X 2
1HSS 2
SUPPORT ARMS
" TYP.
1" X
1" X 2
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
EL. 633.82
ENTRANCE
FISH LADDER
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
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
/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
A
.0
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
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY. 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
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
J L
IN
D
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:
K E
N M
C A
R A
B B
A C
A N P .E
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)
A D
V E
R T
IS
E 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
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
.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
5' 0 5' 10'
"= 1'-0"8
1SCALE:
71'-0" 19'-6"
DIFFUSION CHAMBER
EXISTING AWS
STA 0+19.00
BEGIN 10% GRADE
10'-0" (TYP)
WEIR #1, IE. 639.82'
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
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 13'-
(PARTIALLY SHOWN)
PRESORT POOL
"32
6'-11
"16
18'-
"16 151'-11
U.N.O.
10'-0" (TYP)
WEIR #20, IE. 658.82'
WEIR #27, IE. 665.82'
WEIR #28, IE. 666.82'
"4 13'-
WEIR #19, IE. 657.82'
"32 276'-11 "16
18'- "16 151'-11
WEIR #6, IE. 644.82'
"32 131'-7
"32 198'-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
1'-7
"32 198'-4
PLATWALK
(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
IE. 639.02'
TURN #1,
AWS DIFFUSION CHAMBERS (SEE SHEET SK102)
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
T C
H L
IN
E
TURN #3
M A
T C
H L
IN
E
TURN #2
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
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 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
F .1
S
K .d g n
A N
S I F
SK705
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
M W
IL
H
E L
M I
/1
/2
A D
V E
R T
IS
E
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
(TYP)
SK706
F
IS
H L
A D
D E
R R
E
IN
F O
R C
E M
E N
T K
E Y P
L A
N 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
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER PLAN VIEW
B
A
SK706
SK706
A
SK706
3'-0"
3" CLR
(12) #11 BUNDLES OF (2)
#5 SPIRAL W/ 2-1/2" PITCH
REINF PER SK702
FOUNDATION SLAB &
HOOKS IN EA BUNDLE
STAGGER AND SPLAY OUT
STD HOOK TYPICAL
T/SPIRAL
M A
X
TYP
(12) #11 BUNDLES OF (2)
#5 SPIRAL W/ 2-1/2" PITCH
C L
R T
Y P
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
/8 /2
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
SK709
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
G A
R Y E P
Y L 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 D
V E
R T
W S P
IL
E S R
E
IN
F O
R C
E M
E N
T D
E T
A
IL
S
A
M .D .H
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
D E
C
A
SCALE: 1" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
PILE REINFORCEMENT
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
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' 12"0 5'
"= 1'-0"4
1SCALE:
ANGLE (TYP)
"8 3L3" x 3" x
C4 x 7.25 CHANNEL (TYP)
C4 x 7.25 CHANNEL (TYP)
(TYP)
BEVEL WASHER
HDG STEEL
(TYP)
EMBEDMENT DEPTH
ANCHOR, 3.25" MIN
" HDG CONCRETE 2
1�
1"
C4 x 7.25 CHANNEL (TYP)
(TYP)
EMBEDMENT DEPTH
ANCHOR, 3.25" MIN
" HDG CONCRETE 2
1�
ANGLE (TYP)
" 8 3L3" x 3" x
" THICK8
ANGLE (TYP)
"8 3L3" x 3" x
3/16
2'-4"
4"4"
"8 71'-7"4
31'-5"8 71'-7
"8 71"8
" THICK STIFFENER (TYP)8
"2 18'-9
6" "2 132'-8"2'-8"2'-8"
2"2"
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
"2 17'-2 "4
314'-11
"4 12'-
"4 314'-11 8'-7" 4'-7" 8'-7" 4'-7" "2
12'-2
"4
"4 11'-101'-11"1'-11""8
51'-11"8 71'-11
12345
GRATING (TYP)
20'-0"20'-0"20'-0"19'-5"
2'-0" (CONCRETE ANCHOR SPACING, TYP)
2'-4"
ANGLE (TYP)
" 8 3L3" x 3" x
ANGLE (TYP)
" 8
L3" x 3" x
ANGLE (TYP)
" 8
L3" x 3" x
ANGLE (TYP)
" 8
L3" x 3" x
ANGLE (TYP)
" 8
L3" x 3" x
C4 x 7.25 CHANNEL (TYP)
"2 17'-4 "2
115'-3 "2 115'-3 "2
18'-9 "2 14'-9 "2
18'-9 "2 14'-9
" (TYP)2
11'-8
1'-11"
(T
Y P
" (TYP)2
S
N
IP
E
"8 712'-1"4
31'-5"8 71'-7
"8 71"8
71 "4 34'-5 3'-6" 3'-6" 3'-6"
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
ANGLE (TYP)
" 8
L3" x 3" x
"2 18'-9
6" "2
ANGLE (TYP)
" 8
L3" x 3" x
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
ANGLE (TYP)
" 8
L3" x 3" x
ALIGN WITH CONTROL JOINT
6" "8 51'-9 "8
51'-96""8 31'-8"8
31'-8
ALIGN WITH CONTROL JOINT
"4 34'-5 2'-10 2'-10 6" 6" 1'-10 1'-10
"4 34'-4"8
17'-9"4 31'-5"8
71'-7
"8 71 "8
782'-0""4 34'-5
"8 74'-2"4
31'-5"8 71'-7
"4 310'-10
2"
2"
8"
8"1
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
GRATING SUPPORTS AND CHANNELS
(CROWDER RAIL SUPPORT POSTS NOT SHOWN FOR CLARITY)
BOTTOM OF GRATING
EL. 658.33'
TYPICAL ANCHOR DETAILTYPICAL STIFFENER DETAIL
TYP
G R
A T
IN
G L
E N
G T
H
GRATING SPACING
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
DRAIN CHANNEL
BARS.
5. GRATING MUST BE GALVANIZED STEEL WITH 2" HEIGHT AND 3/16" BEARING
MUST BE 3.25 INCHES.
APPROVED AND CURRENT ESR REPORT. MINIMUM EMBEDMENT DEPTH
4. ALL CONCRETE ANCHORS ARE POST INSTALLED HDG AND MUST HAVE AN
MATERIAL.
ATTACHED TO THESE ANGLES AND CHANNELS MUST BE MATCHING
WITH THE STEEL MEETING STANDARDS OF ASTM A36. STIFFENERS
3. ALL ANGLES AND CHANNELS ON THIS SHEET MUST BE GALVANIZED STEEL
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
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
/1
/2
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
F .1
S
N .d g n
A N
S I F
SN503
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
P O
S T -S
O R
T P
O O
L S
D R
A
IN
C
H A
N N
E L C
O V
E R
N
B E
E M
H E
N
IN
G E
R ,P
E
A D
V E
R T
IS
E
& F
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
D
SCALE: 1" = 1'-0"
SECTION
G
SCALE: 6" = 1'-0"
SECTION
SN101
SCALE: 1/4" = 1'-0"
POST-SORT POOLS DRAIN CHANNEL COVER KEY PLAN
SCALE: 1/4" = 1'-0"
COVER SUPPORT KEY PLAN
POST-SORT POOLS DRAIN CHANNEL
E
SCALE: 3" = 1'-0"
SECTION
F
SCALE: 3" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL (TYP 2)
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 1" = 1'-0"
DETAIL
G
D -
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
4'-0"
1""2
2'-0" "2
1'-10"
1" PREFORMED FILLER
FILLER (TYP, UNO)
" PREFORMED2
" PREFORMED FILLER2
" PREFORMED FILLER2
FILLER (TYP, UNO)
" PREFORMED2
1" PREFORMED FILLER
1"2'-0"
"2
"2
1'-10"
4'-0"
4'-0"
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
POOLS
EDGE OF POST-SORT
WALKWAY
EL. 662.67'
EL. PER CIVIL DRAWINGS
FINISH GRADE
EL. 659.00'
CONCRETE
UNREINFORCED
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
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
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
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
N .d g n
A N
S I F
SN506
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
P O
S T -S
O R
T P
O O
L S
N
B E
E M
H E
N
IN
G E
R ,P
E
/1
/2
W
N
R
A D
V E
R T
IS
E
W A
L K
W A
Y D
E T
A
IL
S 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
SN101
SCALE: 1/2" = 1'-0"
WALWAY PLAN VIEW
SCALE: 3/4" = 1'-0"
WALWAY PLAN VIEW
SCALE: 3/4" = 1'-0"
WALWAY PLAN VIEW
A
SCALE: 3/4" = 1'-0"
WALWAY ELEVATION VIEW
PER SN701
SLAB REINFORCEMENTT
Y
P
C L
R
TYP
3" CLR
T Y
P
C L
R
-8
PER SN701
SLAB REINFORCEMENT
-8
CENTER OF SLAB
WALKWAY #4 @ 12" E.W.,
#4 @ 12" O.C.
-8
PER SN701
SLAB REINFORCEMENT
#7 @ 12" O.C., TYP.
#6 @ 12" O.C., TYP.
-8
-8
PER SN701
SLAB REINFORCEMENT
0-8"
0-8" 2'-8 1/2"
-8
-8
-8
-8
-8
0-8"
0-8"
PER SN701
SLAB REINFORCEMENT
2'-6"
-8
-8
PER SN701
SLAB REINFORCEMENT
0-8"
0-8"
-8
-8
PER SN702
SLAB REINFORCEMENT
-8
-8
T Y
P
PER SN702
REINFORCEMENT
SLAB
TYP
1'-4"
0-8"
0-8"
#4 @ 12" O.C.
0-8"
0-8"
0-8"
0-8"
#4 @ 12" MAX
0-8"
0-8"
0-8"
0-8"
#7 @ 12" MAX, TYP.
#6 @ 12" MAX, TYP.
E.W., TYP.
#7@ 12" MAX
E.W., CENTER OF SLAB
WALKWAY #4 @ 12" MAX
CENTER OF SLAB
WALKWAY #4 @ 12" MAX E.W.,
#4 @ 12" MAX, TYP.
#6 @ 12" MAX, TYP.
#7 @ 12" MAX, TYP.
#4 @ 12" MAX
#4 @ 12" MAX
#4 @ 12" MAX
#6 @ 12" MAX, TYP.
#7 @ 12" MAX, TYP.
#4 @ 12" MAX
#4 @ 12" MAX, TYP.
#4 @ 12" MAX
TYP.
#6 @ 12" MAX,
#5 @ 12" MAX (TYP)
#4 @ 12" MAX
#4 @ 12" MAX
#6 @ 12" MAX (TYP)
#7 @ 12" MAX, E.W. E.F.
#7 @ 12" MAX (TYP)
#6 @ 12" MAX (TYP)
#4 @ 12" MAX
#7 @ 12" MAX (TYP)
#7@ 12" MAX E.W. E.F.
#4 @ 12" MAX
E.W., CENTER OF SLAB
WALKWAY #4 @ 12" MAX
#4 @ 12" MAX
#7@ 12" MAX E.W. E.F.
#7 @ 12" MAX (TYP)
#6 @ 12" MAX (TYP)
#4 @ 12" MAX
SCALE: 1"= 10'
10' 0 10'12"0 5'
"= 1'-0"4
1SCALE:
(TYP)
CONCRETE
UNREINFORCED
CONCRETE
UNREINFORCED
CONCRETE
UNREINFORCED
CONCRETE
UNREINFORCED
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
/1
/2
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
A
T T
H E
W D
H A
N S
O N P .E
A N
S I F
D X
F .1
S
N .d g n
A
C
IC
A L E
S E
C A
R L M
H A
R R
IS
P .E
H E
N
IN
G E
R ,P
E
P O
S T -S
O R
T P
O O
L S
SN703
0 0
:1
A D
V E
R T
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
R
IN
F O
R C
E M
E N
T S
E C
T
IO
N S
A
SECTION
SCALE: 1/4" = 1'-0"SCALE:
C
SECTION
SCALE: 1/4" = 1'-0"SCALE:
D
SECTION
SCALE: 1/4" = 1'-0"SCALE:
E
SECTION
SCALE: 1/4" = 1'-0"SCALE:
F
SECTION
SCALE: 1/4" = 1'-0"SCALE:
G
SECTION
SCALE: 1/4" = 1'-0"SCALE:
B
SECTION
SCALE: 1/4" = 1'-0"SCALE: 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
A -
C
SN704
H
E
D
B
F
G
SN704
J
SN704
I
SCALE: 1" = 10'-0"
REINFORCEMENT PLAN VIEW
SN706
NOT SHOWN FOR CLARITY
OTHER REINFORCEMENT
NOTE:
#7 VERT. @ 12" MAX (TYP)
#6 HORIZ. @ 12" MAX (TYP)
C/E JOINTC/E JOINT
HOOK END OF VERT. BARS
CIVIL DRAWINGS
DISCHARGE PIPE PER
WATERSTOP AT PIPE
PROVIDE HYDROPHILIC
#6 HOOP, 3" CLR, EA. SIDE (TYP)
C/E JOINT C/E JOINT
SLAB REINFORCEMENT PER SN 701
PER SN 702
SLAB REINFORCEMENT
#6 HOOP, PER SIDE
#7 VERT. @ 12" MAX (TYP)
#6 HORIZ. @ 12" MAX (TYP)
L A
P L
E N
G T
H P
E R S -0
#6 BAR @ 12" O.C. (TYP)
PER SHEET SN702
SLAB REINFORCEMENT
PER CIVIL DRAWINGS
PER CIVIL DRAWINGS
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
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
/1
/2
N
B E
E M
H E
N
IN
G E
R ,P
E
A D
V E
R T
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
N .d g n
SN706
W A
L L E
L E
V A
T
IO
N S
P O
S T -S
O R
T P
O O
L S
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
R E
IN
F O
R C
E M
E N
T D
E T
A
IL
S
T Y
P
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
SN705
SCALE: 1/4" = 1'-0"
ELEVATION
SN705
SCALE: 1/4" = 1'-0"
ELEVATION
SN703
SCALE: 1" = 1'-0"
CORNER DETAIL (TYP)
12"0 5' 10'
"= 1'-0"16
3SCALE:
W14x68
W x
W x
W x
W14x68 W14x68 W14x68 W14x68 W14x68 W14x68
W14x68 W14x68 W14x68 W14x68 W14x68 W14x68 W14x68
H
SS
.0 x0 .3
H SS10.000x0.375
W14x68
W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68
W14x68
W14x68
W14x68
W14x68
OPP.
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
W x
W x
W x
W x
W x
W x
W x
TYP. UNO
W18x143
EA. CORNER
W18x192
OPP.
OPP.
SIM.
OPP.
OPP.
OPP.
OPP.
OPP.
PER SPECIFICATIONS
DOWNSPOUT
OPP.
OPP.
SIM.
COLUMN WILL BE PERMITTED.
FOR APPROVAL. NO MORE THAN 1 SPLICE PER
CALLED OUT ON THE SHOP DRAWINGS SUBMITTED
COLUMN SPLICES, THEY MUST BE CLEARLY
SO503. IF CONTRACTOR REQUESTS USE OF
2. FOR OPTIONAL COLUMN SPLICES REFER TO
1. FOR COLUMN OFFSETS REFER TO SHEET SO503.
NOTES:
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
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
O .d g n
SO102
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
/1
/2
W
N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
P L
A N V
IE
W S
H E
N
IN
G E
R P
E
OPP. OPP. OPP. OPP. OPP. OPP.
A D
V E
R T
IS
E 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
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 689.17 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 705.67 FT
SO201
C
SO201
D
SO201
A
SO201
B
SO503
1 2 3 4 5 6 7 8 9
B
A
SO201
C
1 2 3 4 5 6 7 8 9
A
B
SO502
SO502
SO502
SO503
SO503
SO514
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO503
SO503
SO503
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO201
D
SO201
A
SO201
3SCALE:
PER DETAIL -
SUPPORT, TYPE 1
PER DETAIL -
SUPPORT, TYPE 1
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 4 PER DETAIL -
SUPPORT, TYPE 5
MC10x28.5
W12x87
W12x87
W x
W x
MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5
MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5
M C x .5
M C x .5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
MC10x28.5
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0" 5'-0"
PER DETAIL
SUPPORT, TYPE 3
OPP
SIM
OPP
TYP. UNO
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
"2 1HSS6x6x
"2 1HSS6x6x
5'-0" 17'-0" 17'-0"
4'-4"16'-8"17'-0"17'-0"17'-0"17'-0"
TYP. UNO
CORNERS
TYP. ALL
EA. COLUMN, PER
CRANE RAIL CORBEL,
1. GRATING BEARING BAR ORIENTATION
NOTES:
TYP
5'-0"16'-0"17'-0"17'-0"17'-0""2 111'-4"2
15'-7
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
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
O .d g n
SO103
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
(GRATING NOT SHOWN FOR CLARITY)
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
/1
/2
W
N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
P L
A N V
IE
W S
H E
N
IN
G E
R P
E
A D
V E
R T
IS
E
PER MANUF. RECOMMENDATIONS.
MATCH ADJACENT GRATING, ATTACH
SUPPORT BEAM, BEVEL EDGES TO
" GRATING OVER CRANE RAIL 4
3USE
PER MANUF. RECOMMENDATIONS.
MATCH ADJACENT GRATING, ATTACH
SUPPORT BEAM, BEVEL EDGES TO
" GRATING OVER CRANE RAIL 4
3USE
D E
C
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.59 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.59 FT
SO201
D
SO201
A
SO201
B
SO201
C
SO202
D
SO201
A
SO201
B
SO201
C
SO505
B
A
1 2 3 4 5 6 7 98
1 2 3 4 5 6 7 8 9
B
A
SO505
SO505
SO505
SO505
SO505
1SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
E
SO505
F
SO505
C
SO505
A
SO505
A
SO505
H
SO505
E
SO505
H
SO512
A
SO504
A
SO504
J
SO505
3SCALE:
FOOTING PER SO510
17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
5'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
TYPE C, TYP. 1, PER SO510
COLUMN PEDESTAL,
PER SO510
TYP. 8, GRID LINES 4-7,
COLUMN PEDESTAL TYPE A,
GRATING NOT SHOWN FOR CLARITY
PER SO510, TYP.
COLUMN BASE PLATE
SERIES DRAWINGS, TYP.
HOPPER PIT PER SN
SERIES DRAWINGS, TYP.
DIFFUSER PIT PER SN
SERIES DRAWINGS
FOUNDATION PER SN
AZ502, TYPICAL OF 3
CONNECTION PER DETAIL
DOWNSPOUT AND STORM
DETAIL AZ502
CONNECTION PER
DOWNSPOUT AND STORM
DETAIL AZ502
CONNECTION PER
DOWNSPOUT AND STORM
BLOCK TO OUTSIDE OF CURB.
ROUTE DOWNSPOUT AND SPLASH
BLOCK PER DETAIL AZ502
DOWNSPOUT AND SPLASH
5'-0"
TYP. 7, PER SO510
TYPE B, GRID LINES 1B, 2-3, AND 8
COLUMN PEDESTAL
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
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
O .d g n
SO104
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
(POST SORT POOL WALLS NOT SHOWN FOR CLARITY)
M S
C H
O C
H
/1
/2
W
N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
P L
A N V
IE
W S
NOT SHOWN FOR CLARITY)
(COLUMN PEDESTALS AND POST SORT POOL WALLS
H E
N
IN
G E
R P
E
A D
V E
R T
IS
E 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
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 651.67 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 658.50 FT
SO201
C
SO201
B
SO201
A
SO201
D
SO201
D
SO201
C
SO201
B
SO201
A
1 2 3 4 5 6 7 8
B
A
B
A
1 2 3 4 5 6 7 8
PLATFORM
MAINTENANCE
ELEV. 657.55 FT
ELEV. 651.67 FT
TOP OF FOOTING
TOP OF FOUNDATION
ELEV. 668.67 FT
TOP OF LOWER PLATFORM
ELEV. 673.92 FT
ELEV. 679.42 FT
TOP OF UPPER PLATFORM
ELEV. 689.17 FT
TOP OF LOWER BRACE BEAMS
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMNS
5' 0 5' 10'
"= 1'-0"8
1SCALE:
ELEV. 658.50 FT
ELEV. 651.67 FT
TOP OF FOUNDATION
ELEV. 689.17 FT
TOP OF LOWER BRACE BEAMS
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMNS
ACCESS STAIRS
PLATFORM
MAINTENANCE
FOUNDATION
MAINTENANCE PLATFORM
LOWER BRACE
UPPER BRACE
COLUMN ENCASEMENT
TOP OF MIDDLE PLATFORM
ELEV. 685.92 FT
TOP OF STAIR LANDING
TOP OF CRANE SUPPORT BEAM
TOP OF CRANE SUPPORT BEAM
ELEV. 668.67 FT
TOP OF LOWER PLATFORM
ELEV. 673.92 FT
TOP OF MIDDLE PLATFORM
FOUNDATION
TOP OF ENCASEMENT (LINES 1-3 AND 8)
TOP OF POST-SORT POOL WALLS
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
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
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
O .d g n
SO201
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
A D
V E
R T
IS
E
/1
/2
W
N
R
M S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
E L E
V A
T
IO
N V
IE
W S
H E
N
IN
G E
R P
E
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
SO101
A
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING NORTH)
SO101
B
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING EAST)
SO101
C
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING SOUTH)
SO101
D
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING WEST)
1 2 3 4 5 7 86 B A
BA12345678
SO512
G
TOP OF UPPER PLATFORM
ELEV. 678.42 FT
TOP OF LOWER PLATFORM
ELEV. 669.67 FT
TOP OF LOWER BRACE BEAMS
ELEV. 689.17 FT
TOP OF COLUMNS
ELEV. 705.67 FT
PLATFORM ACCESS STAIRS
CRANE MAINTENANCE PLATFORM
TOP OF CRANE SUPPORT BEAM
ELEV. 697.59 FT
ROOF
SN SERIES DRAWINGS
FOUNDATION PER
TOP OF MIDDLE PLATFORM
ELEV. 673.92 FT
PLATFORM ACCESS STAIRS
TOP OF CRANE OPERATOR PLATFORM
ELEV. 673.92 FT
TOP OF LOWER BRACE BEAMS
ELEV. 689.17 FT
PLATFORM
CRANE MAINTENANCE
PLATFORM
CRANE MAINTENANCE
ROOF
ROOF
TOP OF FOUNDATION
ELEV. 651.67 FT
12"0 5' 10'
"= 1'-0"16
3SCALE:
HORIZ. BRACING
HORIZ. BRACINGHORIZ. BRACING
TOP OF FOUNDATION
ELEV. 651.67 FT
PER SN SERIES DRAWINGS
POST-SORT POOLS
PER SN SERIES DRAWINGS
POST-SORT POOLS
SHOWN IN SN SERIES DRAWINGS
COORDINATE WITH CONC. WALKWAY
ELEV. VARIES (APPROX. ELEV. 659),
TOP OF ENCASEMENT (GRID LINES 4-7)
ELEV. 658.50 FT
(GRID LINES 1-3 AND 8)
TOP OF ENCASEMENT
TOP OF CRANE SUPPORT BEAM
ELEV. 697.59 FT
TOP OF COLUMNS
ELEV. 705.67 FT
ELEVATION
APPROX. GROUND
ELEVATION
APPROX. GROUND
ELEVATION
APPROX. GROUND
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
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
O .d g n
SO302
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
H O
P P
E R C
R A
N E F
R A
M E
M S
C H
O C
H
A D
V E
R T
IS
E F
IS
H L
O A
D
IN
G S
Y S
T E
M
/1
/2
W
N
R
T R
A N
S V
E R
S E S
E C
T
IO
N S
H E
N
IN
G E
R P
E
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
SO101
A
SCALE: 3/16" = 1'-0"
SECTION
SO101
B
SCALE: 3/16" = 1'-0"
SECTION
SO101
C
SCALE: 3/16" = 1'-0"
SECTION
BA B A B A
W6x20 ROOF BEAM W6x20 ROOF BEAM W6x20 ROOF BEAM
PER PLANS
COLUMN,
PER PLANS
LONG. BRACE
PER PLANS
LONG. BRACE PER PLANS
LONG. BRACE
PER PLANS
TRANS. BRACE,
PER PLANS
LONG. BRACE,
PER PLANS
LONG. BRACE,
TOP OF PURLIN
ELEV. 707.92 FT
W6x20 ROOF BEAM, TYP.
Z-PURLIN, 9ZS2.25x070, TYP.
PER PLANS
COLUMN,
PER PLANS
DIAG. BRACE
PER NOTES ON SO101
ROOF DECK,
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
W6x20 ROOF POSTW6x20 ROOF POST
Z-PURLIN, 9ZS2.25x070, TYP.
W6x20 ROOF POST
SIM.
PER PLANS
DIAG. BRACE
PER PLANS
DIAG. BRACE
TOP OF COLUMNS
ELEV. 705.67 FT
RAIL PER SPECS
FALL PROTECTION
RAIL PER SPECS
FALL PROTECTION
RAIL PER SPECS
FALL PROTECTION
(5) Z-SECTION SPACED EQUALLY
C-SECTION EACH END
C-PURLIN
C-PURLIN
11"
FOR MORE INFORMATION)
PER SPECS (SEE A/SO509
FALL PROTECTION RAIL
23'-4"11"
1D
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
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
O .d g n
SO401
R O
O F S
E C
T
IO
N S
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
H O
P P
E R C
R A
N E F
R A
M E
ROOF NOT SHOWN FOR CLARITY)(
/1
/2
W
N
R
A D
V E
R T
IS
E F
IS
H L
O A
D
IN
G S
Y S
T E
M
M S
C H
O C
H H
E N
IN
G E
R P
E
D E
C
E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
SO101
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO101
B
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO501
SO501
SO501
SO501
SO501
SO501
B A
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
LANDING
ELEV. 673.92 FT
LANDING
ELEV. 668.67 FT
ELEV. 657.55 FT
LANDING
ELEV. 697.63 FT
LANDING
ELEV. 685.92 FT
CRANE MAINTENANCE PLATFORM
GUARDRAILS, TYP
M C x2 8.
M C x2 8.
M C x2 8.
M C x2 8.
W10x33
W10x33
W10x33
W10x33
17'-0" REF 17'-0" REF 17'-0" REF 17'-0" REF
"4 11'-6
R
IS
E R
S S
P A
C E
D E
Q U
A L L
Y
S P
A C
E D E
Q U
A L L
Y R
IS
E R
S
R
IS
E R
S S
P A
C E
D E
Q U
A L L
Y
"2 15'-7 "2
111'-44'-0" 7'-5"5'-7""2 17'-510'-6"
R
IS
E R
S S
P A
C E
D E
Q U
A L L
Y
CIVIL DWGS.
ELEV. PER
"2 13'-4'-0" 2'-6" 6'-6"
LANDING2
111'-715 RISERS SPACED EQUALLY
12'-6"
LANDING
"2 14'-6
15 RISERS SPACED EQUALLY
12'-6"
LANDING
"2 17'-0
SPACED EQUALLY
6 RISERS
5'-0"
LANDING
"2 14'-7
14 RISERS SPACED EQUALLY
11'-8"
TOP OF FOOTING
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
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
O .d g n
SO402
S T
A
IR
E
L E
V A
T
IO
N V
IE
W A
N S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
/1
/2
W
N
R
A D
V E
R T
IS
E M S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
H E
N
IN
G E
R P
E
SIM, OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
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
SO201
SCALE: 3/8" = 1'-0"
STAIR ELEVATION
SO507
SO507
SO507
SO50…
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