B.01 05 DRAFT Drawings - Dexter FF - Structural Part2 of 3.pdf
PDF 34 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This document outlines a federal contract opportunity for upgrades to the Dexter Adult Fish Facility. The U.S. Army Corps of Engineers, Portland District will award a firm-fixed price construction contract between $50 million to $100 million to replace 90% of the fish ladder and associated structures. Work will include rock excavation, pre-engineered metal structures, a fish transfer system, a water distribution network between 1/2" to 48" diameter, utility buildings, a maintenance building and vehicle bridge. The estimated period of performance is from March 2023 through November 2026. The solicitation is anticipated to be released between November 14th and 23rd, 2022 with proposals due by December 23rd, 2022. The site visit will take place on November 17th, 2022 and plans and specifications will be posted to SAM.gov upon solicitation release. The NAICS code is 237990 and the small business size standard is $39.5 million.
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(APPROX. LOCATION)
TRASHRACK/BULKHEAD GUIDE
NEW TRASHRACK IN EXIST.
(APPROX. LOCATION, TO REMAIN)
EXIST. TRASHRACK AND BULKHEAD GUIDE
FLOW
EXIST. 48" WATER SUPPLY PIPE
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SHEET
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US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
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NOTE: BULKHEAD NOT SHOWN FOR CLARITY.
APPROX. LOCATION
STA. 2+70
DX-112-118 - BULKHEAD, TRACKRACKS AND GUIDES
DX-112-54 - SPILLWAY STOPLOG AND WATER SUPPLY BLOCKOUTS
REFERENCE DRAWINGS:
EXISTING SLOTS AND GUIDES TO REMAIN AND BE REUSED.3.
EXISTING TRASHRACK WITH COR.
COORDINATE DELIVERY OF NEW TRASHRACK AND REMOVAL OF
CONTRACTOR AND MUST BE REMOVED OFF SITE FOR SALVAGE.
INTAKE ENTRANCE, WILL BECOME THE PROPERTY OF THE
THE EXISTING TRASHRACK, ONCE REMOVED FROM THE2.
THIS SHEET FOR ILLUSTRATIVE PURPOSES ONLY.1.
NOTES:
SCALE: NTS
LOCATION PLAN: ELEVATION 660.00
A
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SCALE: NTS
SECTION AT STA. 2+70.00
DRAFT
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BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
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NOTE: GRATING BARS NOT SHOWN FOR CLARITY.
TO BE USED FOR ATTACHING GRATING TO FRAMING.
DETAILS FOR WELDED LUG, BOLT AND SADDLE CLIPS
TO STRUCTURAL FRAME. CONTRACTOR TO PROVIDE
HOLD GRATING IN PLACE IN VERTICAL POSITION
RECOMMEND USING WELDED LUG AND BOLT TO6.
" OPENING REQUIREMENT.8
WILL HAVE
" BARS. BARS4
X 4
GRATING BARS WILL BE 5.
APPROXIMATE WEIGHT OF THE RACK IS 1,028 LBS.4.
ALL STEEL SHALL BE A709 GRADE 50 UNO.2.
SEE PLANS FOR ADDITIONAL DETAILS.
MATERIAL TABLE NOT A COMPLETE LIST. 1.
NOTES:
SCALE: NTS
ISOMETRIC - UPSTREAM
SCALE: NTS
ISOMETRIC - DOWNSTREAM
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1'-0"6'-0"1'-0"
"4
1HSS 6 X 2 X
" STIFFENER PL. (BEYOND)2
" EDGE PL. (BEYOND)2
LIFTING LUG TYP.
" EDGE PL. TYP.2
" STIFFENER PL. TYP.2
4'-0"4'-0"
"4
1HSS 6 X 2 X
"8 3L 5 X 5 X
"8 3L 5 X 5 X
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86'-7"
W6 X 25
W6 X 25
1" BEARING PL. 1" BEARING PL.
8'-0"
B C
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(BEYOND)
STIFFENER PL.
" LIFTING LUG 2
(BEYOND)
" LIFTING LUG PL.2
SPACING. CROSS BARS @ 4" O.C.
" CLR8
5" BEARING BARS WITH 4
11" X
STAINLESS STEEL BAR GRATING:
SPACING. CROSS BARS @ 4" O.C.
" CLR8
" BEARING BARS WITH 4
1" X
BAR GRATING:
W X
DRAWING PLOT SIZE: $BORDER$
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12"
SCALE: 1"= 1'-0"
6" 0 1'
SYM. ABOUT �
SYM. ABOUT �
NEW TRASH RACK.
AND PROVIDED BY THE PROJECT TO LIFT THE
AN EXISTING LIFTING BEAM WILL BE CERTIFIED2.
TABLE AND NOTES.
SEE SHEET SJ501 FOR TRASHRACK MATERIAL1.
NOTES:
SCALE: 1" = 1'-0"
DOWNSTREAM ELEVATION
SCALE: 1" = 1'-0"
PLAN
A
A
SCALE: 1" = 1'-0"
SECTION
SJ503
SJ503
SJ503
3DRAFT
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"8
"8
9" 9"
" STIFFENER PL.2
" � COPE2
" EDGE PL.2
"2
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1" R
"2
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6"
"32 131"2
11"2
"32
3"
1'-3"
" � COPE TYP.2
" STIFFENER PL.2
" EDGE PL.2
" EDGE PL.2
"2
" EDGE PL.2
"4
1HSS 6 X 2 X
" EDGE PL.2
"8 35 X 5 X
" EDGE PL.2
1" FULL LENGTH BEARING PL.
"2 115""2
"2 14"2
"2
"2
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W6 X 25
W6 X 25
"2
"16 131"8
71 "16
"4 12"8
"16
"8 33"8
W6 X 25
"8 33"8
11 3" "2
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" LIFTING LUG PL.2
" LIFTING LUG PL. TYP.2
STIFFENER PL.
" LIFTING LUG2
" LIFTING LUG PL.2
LUG PL.
" LIFTING2
SPACING. CROSS BARS @ 4" O.C.
" CLR8
5" BEARING BARS WITH 4
11" X
STAINLESS STEEL BAR GRATING:
SEE DETAIL 1
BAR GRATING,
STAINLESS STEEL
SEE DETAIL 1
BAR GRATING,
STAINLESS STEEL
SEE DETAIL 1
BAR GRATING,
STAINLESS STEEL
SEE DETAIL 1
BAR GRATING,
STAINLESS STEEL
" CLR8
"2
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DRAWING PLOT SIZE: $BORDER$
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� LIFTING LUG PL.
� STIFFENER PL.
1 TYP. EA. END
SIDE PL.
ANGLE TO
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
� HSS
� EDGE PL.
� EDGE PL.
W6 X 25 �
� LIFTING LUG PL.
� STIFFENER PL.
� EDGE PL.
".16
1DIMENSIONS ROUNDED TO NEAREST 2.
TABLE AND NOTES.
SEE SHEET SJ501 FOR TRASHRACK MATERIAL1.
NOTES:
PL. LAST.
ANGLE TO SIDE PL. WELD ANGLE TO BOTTOM
THEN WELD REMAINING EXPOSED SIDES OF
NOTE: WELD BOTTOM PL. TO SIDE PL. FIRST.
A
B
A
SCALE: 6" = 1'-0"
LIFTING LUG AND STIFFENER DETAIL
SJ502
SCALE: 6" = 1'-0"
DETAIL 1 - PLAN
SJ502
SCALE: 6" = 1'-0"
BOTTOM GIRDER DETAIL
SJ502
SCALE: 6" = 1'-0"
TYPICAL HSS HORIZONTAL SUPPORT DETAIL
B
SCALE: 6" = 1'-0"
LIFTING LUG AND STIFFENER DETAIL
B
SCALE: 6" = 1'-0"
W6 X 25 DETAIL
BEGIN NEW CONSTRUCTION
EXISTING CONCRETE STRUCTURE
ENTRANCE
FISH LADDER
EXISTING
CONSTRUCTION
BEGIN NEW
TYP.
CONRETE WEIR,
FISH LADDER
BEGINNING OF
END OF AWS/
APPROACH POOL
TO PRE-SORT POOL STRUCTURE
(SEE SHEET SK507)
GATE ACCESS PLATFORM
GUARDRAIL
TIE INTO EXISTING
CORNER RADIUS
PROPOSED CONC.
(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
FOR CLARITY
NOT SHOWN
LADDER WALL
PROPOSED FISH
NOT SHOWN FOR CLARITY
FISH LADDER WALL
LADDER WALL
PROPOSED FISH
GATES
35 20 16.00 25 VERTICAL LIFT
SCREEN, SEE SPECIFICATION
PROPOSED GATE AND
NEW CONC. FOUNDATION
NEW CONC. PIER
NEW CONC. PIER
SK508)
LADDER (SEE SHEET
CHAMBER ACCESS
AWS DIFFUSION
CLARITY)
NOT SHOWN FOR
VAULT #2 (VAULT LID
VAULT #3
CLARITY)
NOT SHOWN FOR
VAULT #1 (VAULT LID
CONCRETE PILES
MIN. EMBEDMENT
26 - 4'-0" X 30'-0"
VAULT #S 2 & 3
VAULT #1
CONCRETE PILES
MIN. EMBEDMENT
26 - 4'-0" X 30'-0"
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AWS
CONCRETE FISH LADDER
SPEC SECTIONS 05 50 00.0025, 05 21 00.0025.
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:
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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)
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.3
C/E JT (TYP)
71'-0" 19'-6"
DIFFUSION CHAMBER
EXISTING AWS
STA 0+19.00
BEGIN 10% GRADE
10'-0" (TYP)
WEIR #1, IE. 639.82'
LARGE DIFFUSER OPENING
OPENING (TYP)
SMALL DIFFUSER
TURN #1, IE. 639.02'
CONSTRUCTION JOINT (TYP)
TURN #2, IE. 652.52'
TURN #3, IE. 660.66'
IE. 665.01' @ STA 3+58.03.
OF APPROACH POOL AND 1% GRADE,
END OF 10% GRADE, BEGINNING
IE. 665.19' @ STA 3+76.39
END OF FISH LADDER,
S T
A
.3
WEIR #32, IE. 670.82'
S T
A
.3
R14'-6" (TYP)
R22'-6" (TYP)
S T
A
.0
S T
A
.0
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S D
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F
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STA 0+00.00
CONSTRUCTION
BEGIN NEW
SUPPORT FRAMING
GRATING AND
NEW DIFFUSION PIT
/0
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VAULT #1
EMBED (TYP)
26-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
FOR CLARITY)
(LID NOT SHOWN
SEE SHEET SK302
VAULT #s 2 &3, ST SERIES
CROSSING, SEE
FOR FISH LADDER
AWS DIFFUSION CHAMBERS (SEE SHEET SK102)
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
M A
T C
H L
IN
E
TURN #3
(E N
D O
F F
IS
H L
A D
D E
R
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
B E
G
IN
G
R A
D E
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:
APPROACH POOL
EL. 660.00' (AS-BUILTS)
EL. 630.00' (AS-BUILTS)
HEEL
VAULT #2VAULT #3
SCALE: 1/8" = 1'-0"
AWS AND FISH LADDER PLAN VIEW
SCALE: 1/8" = 1'-0"
SECTION CUT THRU CENTERLINE OF FISH LADDER
AWS AND FISH LADDER ELEVATION VIEW
SK502
B
SK502
A
SK502
C/E JTC/E JT
C/E JT
28'-6"
17'-6"
EL.649.02'
EL.648.30' EL.647.82' EL.647.82'
4'-0" (TYP)
C/E JT C/E JT
(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
EXISTING AWS DIFFUSION CHAMBER
NEW WATER SUPPLY PIPE OPENING FOR
17'-0"
12'-6"7'-0"
12"0 5'
"= 1'-0"4
1SCALE:
5' 0 5' 10'
"= 1'-0"8
1SCALE:
5'-9"7'-6"6'-3" 9'-4"9'-11"19'-0"
1'-6"
23'-6"9'-0"9'-3"
EL. 634.32'
EL. 630.32'
EL. 632.04'
(TYP)
COUNTERFORT
GRAVITY WALL
EXISTING CONCRETE
GRAVITY WALL
PROPOSED CONCRETE
1'-6"
1'-6"
1'-0"
DIFFUSION CHAMBER
OPENING FOR EXISTING AWS
NEW WATER SUPPLY PIPE
7'-6" 6'-3"
6'-0"
CURB (TYP)
40'-0"31'-0"
(TYP)
CURB
(T
Y P
2'-0" (TYP)
2'-0"9'-0"2'-0"6'-0"2'-0"7'-11"2'-0"7'-7"7'-6"2'-0"8'-0"
4'-0"10'-0"10'-0"10'-0"9'-0"8'-0"
2'-0"R
1'-0"R
9'-6"
8'-6"
1'-0"
"4
"4 31'-
8'-0"
SEE NOTE #3
4'-0" �
3'-0"
S L O P E
SLOPE
T Y
P
23'-6" 19'-0" 19'-0" 21'-0" 5'-9"
17'-6"
T Y
P
8'-0"
RADIUS
CORNER
CONC.
NEW 1'-6"
(TYP, UNO)
SK103 FOR PILE LOCATIONS)
EMBEDMENT- SEE SHEET
26-CONCRETE PILES
(NOT SHOWN-BEYOND)
BEGIN FISH LADDER
STA 0+71.00
(SEE SHEET SK301)
PROPOSED VAULT #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
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
SK102
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
P L
A N A
N D E
L E
V A
T
IO
N V
IE
W S
C O
N C
R E
T E O
U T
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
B E
G
IN
F
IS
H L
A D
D E
R
SCALE: 1/4" = 1'-0"
AWS PLAN VIEW
MIDDLE FORK WILLAMETTE RIVER
G R
A V
IT
Y W
A L L
P R
O P
O S
E D C
O N
C R
E T
E
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
S T
A
.0
A
B
SK201
C
M
W
IL
H E
L M I
CORNER RADIUS
NEW 1'-6" CONCRETE
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.
MONOLITH
EXISTING CONCRETE
LADDER ENTRANCE
EXISTING FISH
HEEL
VAULT #2
SCALE: 1/4" = 1'-0"
DETAIL
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
/0
/2
B C
O E
S R
E V
IE
W
(T O B
E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
E X
IS
T
IN
G C
O N
C R
E T
E
(T O B
E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
E X
IS
T
IN
G C
O N
C R
E T
E
SK201
D
SK303
G
STA 0+81.33
S T
A
.3
SK303
H
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 #3
VAULT #3VAULT #2
(LID NOT SHOWN FOR CLARITY)
(S E
E S
H E
E T S
K
P R
O P
O S
E D V
A U
L T
SK302
C/E JT C/E JT
(TYP)
COUNTERFORT
C/E JT
AWS CHAMBER WALLS
WEIRS INLINE WITH
C/E JT
(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:
(TYP)
CURB
RADIUS
CORNER
CONC.
NEW 1'-6"
5'-0"10'-0"10'-0"10'-0"5'-0"7'-0"13'-0"10'-0"11'-9"
WALL
WITH CL OF
ALIGN PILE
8'-0"
CONCRETE PILE
MIN. EMBEDMENT
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
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
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
G R
A V
IT
Y W
A L L
P R
O P
O S
E D C
O N
C R
E T
E
EXTERIOR FISH LADDER WALL
M
W
IL
H E
L M I
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
MONOLITH
EXISTING CONCRETE
LADDER ENTRANCE
EXISTING FISH
HEEL
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
/0
/2
B C
O E
S R
E V
IE
W
(T O B
E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
E X
IS
T
IN
G C
O N
C R
E T
E
(T O B
E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
E X
IS
T
IN
G C
O N
C R
E T
E
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 #3VAULT #2
SCALE: 1/4" = 1'-0"
AWS PILE LOCATIONS
VAULT #1
(LID NOT SHOWN FOR CLARITY)
W S P
IL
E L
O C
A T
IO
N S P
L A
N
8'-0"2'-0"8'-0"2'-0"17'-0"2'-0"19'-6" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 1'-0"
1'-0"
40'-0" 31'-0"
STEEL ANGLE (TYP)
RECESS FOR IMBEDDED
7'-2"
1'-0" 1'-0"8"
7'-2"
1'-0" (TYP)
1'-0" (TYP)
C/E JT
C/E JT
6'-0" (TYP)
GRAVITY WALL
EXISTING CONCRETE
BEAM (TYP)
DIFFUSER
12" X 12"
(T
Y P
CURB (TYP)
1'-6"
2'-0" 2'-0"
EL. VARIES
EL. VARIES
1'-0"
OPENING
DIFFUSER
EL. VARIES
BEAM (TYP)
DIFFUSER
12" X 12"
CURB (TYP)
EL. VARIES
BLOCK
BAFFLE
OPENING
DIFFUSER
(T
Y P
1'-6" (TYP)
8"
9"
GRAVITY WALL
NEW CONC.
WALL
CONCRETE
EXISTING
CURB (TYP) 19'-3"
PIPE OPENING
12"0 5'
"= 1'-0"4
1SCALE:
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
6'-0"2'-0"
(T
Y P
(T
Y P
11'-0"
28'-6"
PIPE OPENING
SUPPLY
11'-0" 4'-0"
BLOCK
BAFFLE
PIPE OPENING
V A
R
IE
S
PILES
EMBEDMENT CONCRETE
26 - 4'-0" X 30'-0" MIN.
CONCRETE PILES
MIN. EMBEDMENT
26 - 4'-0" X 30'-0"
1'-0"
WITH WALL
ALIGN PILE
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
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. 630.32
DIFFUSION CHAMBER
EXISTING AWS
EL. 638.82'
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
W A
L L
S M
A L L C
O U
N T
E R
F O
R T
CHAMBER #1
CHAMBER #1
EL. 630.32'
EL. 663.82'
LADDER
FISH
CHAMBER #4
WALL
COUNTERFORT
EL. 636.82'
TYPICAL SMALL CHAMBER
CURB DETAIL
E D
G E A
T
S L
O P
IN
G W
IT
H O
T H
E R
EL. 640.07'
CHAMBER
DIFFUSION
EXISTING AWS
FISH LADDER
EL. 633.82'
EL. 647.82'
EL. 639.82'
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
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
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:
SCALE: 1/2" = 1'-0"
DETAIL
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:
FOUNDATION
14'-0" SQ.
VAULT LID
9'-0" SQ.
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
8" PRECAST
FROM THE CL OF JOINT
10'-6"
CONCRETE COVER
8" PRECAST
SLAB
DIFFUSION CHAMBER
CONCRETE PILES
MIN. EMBEDMENT
CURB
2'-0" (TYP)
CLR OPENING
8'-0"
10'-6"
M
IN
C L
R
CLR. OPENING
8'-0"
WALL TO WALL
12'-0"
WALL TO WALL
12'-0" SQ.
CURB
SLAB
DIFFUSION CHAMBER
CONCRETE PILES
MIN. EMBEDMENT
COUNTERFORT
NEW GRAVITY WALL
FOUNDATION
14'-0" SQ.
CONCRETE COVER
8" PRECAST
AND REPLACED)
BE DEMOLISHED
GRAVITY WALL (TO
EXISTING CONCRETE
AND REPLACED)
BE DEMOLISHED
GRAVITY WALL (TO
EXISTING CONCRETE
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
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
/0
/2
B C
O E
S R
E V
IE
W
EL. 663.82'
N
B E
E M
A N
D S
E C
T
IO
N S
2. SEE SHEET S-001 FOR STRUCTURAL NOTES.
SYMBOLS, AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES,
NOTES:
W
N
R
S T
A
.0
DIFFUSION CHAMBER
EXISTING AWS
OF PIPE
WITH THE DIRECTION
VAULT TO ALIGN
VAULT #1
NOTE: CONCRETE PILES NOT SHOWN
V A
U L T
P
L A
N
IS
O M
E T
R
IC
A N
D R
E P
L A
C E
D
B E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
T O
E X
IS
T
IN
G C
O N
C R
E T
E
A N
D R
E P
L A
C E
D
B E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
T O
E X
IS
T
IN
G C
O N
C R
E T
E
A N
D R
E P
L A
C E
D
B E D
E M
O L
IS
H E
D
G R
A V
IT
Y W
A L L
T O
E X
IS
T
IN
G C
O N
C R
E T
E
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
23'-6"
1'-0"
CURB
OF CHAMBER #6
COUNTERFORT
LINE UP WITH THE
LADDER SIDE)
(ALONG FISH
STA. 1+06.33
23'-6"
2'-0"
8'-0"
2'-0"
10'-0"
'-0
'-0
'-0
'-0
1' -6
8' -0
INTERIOR CORNER
TO ALIGN WITH VAULT
CL OF RETURN WALL
82'-6"
S
TA
+8
1.
S
TA
+0
6.
59'-0"
O P
E N
IN
G
8" PRECAST CONCRETE COVER
1'-6"
2'-0" 1'-6"
2'-0"
PLATFORM
CHAMBER
EDGE OF AWS
UPPER AND LOWER LEVEL)
PIPE OPENING (TYP FOR
PIPE OPENING
8" PRECAST CONCRETE COVER
CHAMBER
EDGE OF AWS
CURB
23'-6"
1'-6" 1'-0"
2'-0" 1'-6"
2'-0" 2'-0" 1'-6"
2'-0"
12"0 5'
"= 1'-0"4
1SCALE:
CUT 6" INTO THE WALL
CHAMBER #5 WALL
ALIGN WITH
AWS CHAMBER WALL
COUNTERFORT
MATCH SLAB
VAULT
CHAMBER #6 WALL
ALIGN WITH
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
8" PRECAST
1'-6"
1'-6"
SLO
PE
" +/-16 18'-6
(T
Y P
(T
Y P
CONCRETE PILES
MIN. EMBEDMENT
CHAMBER #5 WALL
ALIGN WITH
CHAMBER #6 WALL
ALIGN WITH
O P
E N
IN
G
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
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
/0
/2
B C
O E
S R
E V
IE
W
EL. 663.82'
N
B E
E M
VAULT #3
LC
VAULT #2
VAULT #2
W A
L L T
O W
A L L
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
VAULT #3
CHAMBER #6
CHAMBER #5
TURN #1
EL. 647.50'
EL. 663.82'
EL. 637.82' EL. 637.82'
NOTE: PIPES NOT SHOWN FOR CLARITY
NOTE: PIPES NOT SHOWN FOR CLARITY
VAULT #2 VAULT #3
V A
U L T
S P
L A
N
IS
O M
E T
R
IC
A N
D S
E C
T
IO
N S
S T
A
.5
S T
A
.0
2. SEE SHEET S-001 FOR STRUCTURAL NOTES.
SYMBOLS, AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES,
NOTES:
W
N
R
CLARITY)
(NOT SHOWN FOR
CONCRETE COVER
8" PRECAST
VAULT
#2
VAULT
#3
A
" = 1'-0"4
1SCALE:
SECTION
B
" = 1'-0"4
1SCALE:
SECTION
A
B
SK102
" = 1'-0"4
1SCALE:
VAULT #s 2 AND 3 - PLAN
N.T.S.
VAULT #S 2 AND 3 - ISOMETRIC
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
"8 3L4" x 3" x
"8 3L4" x 3" x
" x 4" F.B.8
WALL (FISH LADDER SIDE)
FACE OF AWS CHAMBER
"8 3L4" x 3" x
"2
WELD STUD
" SST8
1" x 62
1Ø
WELD STUD
" -13 UNC x 2"2 1Ø
" ROUND BAR2
1Ø
" F.B.8 34" x 3" x
" F.B.4 1" x 116
S
P A
C E
S
S
P A
C E
S
4 SPACES @ 1'-6" = 6'-0"
" (TYP)8
(T
Y P
" O.C.16 15" F.B. @ 4
1" x 116
S
P A
C E
S
" O.C.16 15" F.B. @ 4
1" x 116
" (TYP)8
"8 72 "8
"4 37'-1
S
P A
C E
S
"4 35'-11
"8 72 "8
72" = 5'-6"2
14 SPACES @ 1'-4
" ROUND BAR2
1Ø
(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
" F.B.4 1" x 116
" F.B.8 34" x 3" x
" F.B.8 34" x 3" x
FLUSH WITH FACE OF WALL
FRAME AND DIFFUSER SCREEN
1'-6"
W E
L D S
T U
D S
7'-8"
CONCRETE ANCHORS
4 SPACES @ 1'-10" = 7'-4"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" " F.B.8
34" x 3" x
45°
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
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
P
S R
E V
IE
W
M
W
IL
H E
L M I
WELD STUDS
C O
N C
R E
T E A
N C
H O
R S
CONCRETE ANCHORS
C O
N C
R E
T E A
N C
H O
R S
W E
L D S
T U
D S
WELD STUDS
R
O U
N D B
A R
BOLT SLOTS BOLT SLOTS
3/16
TYP
TYP
3/16
1/2
1/2
TYP
TYP
B O
L T S
L O
T S
B O
L T S
L O
T S
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:
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
R
O U
N D B
A R
1/8BAR (TYP)
F.B. TO ROUND
"8 3L4" x 3" x
L x x
"8 3L4" x 3" x
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
L x
IF
F U
S E
R S
C R
E E
N D
E T
A
IL
S
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
SK503
SK504
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
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
"8 3L4" x 3" x
"8 3L4" x 3" x
PERFORATED PLATE
WASHER (TYP)
" NUT AND LOCK4
3Ø
1/4" R (TYP)
HOLE (TYP)
" BOLT16
15Ø
" THICK PLATE8
60°
HOLE (TYP)
Ø1" THRU
7'-8"
6"-6"
S E
E
B
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
SEE "A"
(T
Y P
" (TYP)2
" (TYP)2
(T
Y P
"2
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
WELD STUD
" SST 8
1" x 62
1Ø
4"
CPL BASE STUD
"-10 UNC x 2"4 3Ø
"8 3L4" x 3" x
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
P
S R
E V
IE
W
M
W
IL
H E
L M I
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:
TYP
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
"8 3L4" x 3" x
CONCRETE ANCHORS
C O
N C
R E
T E A
N C
H O
R S
L x
W
L D S
T U
D S
WELD STUDS
"8 3L4" x 3" x
CONCRETE ANCHORS
C O
N C
R E
T E A
N C
H O
R S
WELD STUDS
W E
L D S
T U
D S"
L x
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
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
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
IC
/0
/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
C A
R L
M H
A R
R
IS
P
.E
B
O E
S R
E V
IE
W
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
EL. 633.82
ENTRANCE
FISH LADDER
SUPPORT
CHAMBER GRATING
NEW DIFFUSION
W O
R K
L
IN
E
T
O
WORK LINE
4'-0" TO
W O
R K
L
IN
E
T
O
WORK LINE
GATE SLOT
NEW BULKHEAD
SLOT
SCREEN GATE
NEW OCCLUSION
NEW ENTRANCE GATE SLOT
WALL
EXTERIOR FISH LADDER
OUTLINE OF NEW CONC.
J
L
IN
D
NEW FLOW VANE
" STIFFENERS TYP.4
13 X
SEE NOTE 4
DIFFUSER BOLT.
" � FLOOR4
3(2)
ANCHOR TYP. UNO
" � UNDERCUT2
TYP.
2" � SCH 80 PIPE
SUPPORT ARMS
WELDED
" INTERIOR SKIN PL.4
SCREWS
FASTENED WITH
" EXTERIOR SKIN PL.4
TYP.
2" � SCH 80 PIPE
SUPPORT ARMS
"4
1HSSP 3" X
3.000x0.250
HSS
HSS 3.000x0.250
HSS 3.000x0.250
BASE
" PL.2
1" X2
TOP
" PL.2
1" X 2
POST
" TYP UNO4
1" X 2
1" X 22
1HSS 2
"4
1HSSP 3" X
"4
1HSSP 3" X
TYP.
2" � SCH 80 PIPE
SUPPORT ARMS
TOP
" PL.2
1" X 2
BASE
" PL.2
1" X 2
OF LIFTING LUG
APPROX. LOCATION
OF LIFTING LUG
APPROX. LOCATION
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.
CHAMBER
DIFFUSER
FLOOR
EXIST. AWS
FISH LADDER WALL
TOP OF EXTERIOR
EL. 647.82
EL. 633.82
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
SEE SK901 FOR OVERVIEW ISOMETRICS.6.
".8
5SCREWS SHALL BE PAN HEAD SELF-DRILLING SS 410 #10 X 5.
SMOOTHNESS AND OFFSET REQUIREMENTS OF FISH CONTACT SURFACES.
FRAMING, AND SKIN PLATES OUT OF THE WATER ARE TO MEET THE
4. ALL COMPONENTS OF THE FLOW VANE INCLUDING THE SUPPORT ARMS,4.
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:
SCALE: NTS
ISOMETRIC - FLOW VANE FRAME
" = 1'-0"2
1SCALE:
PLAN VIEW AT EL. 649.00
A
SCALE: NTS
ISOMETRIC - FLOW VANE WITH SKIN PLATE
A " = 1'-0"2
1SCALE:
SECTION
SK505-1
B
SK505-1
C
SK505-1
D
SK505-1
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
IC
/0
/2
U
L T
F
IS
H F
A C
IL
IT
Y U
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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
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A N
S E
N
P .E
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C A
R L
M H
A R
R
IS
P
O E
S R
E V
IE
W
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
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
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K -1
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CHAMBER
DIFFUSION
EXIST. AWS
" TYP.4
1" x 2
1" x 22
1HSS 2
(BOTH SIDES)
" SKIN PLATE 4
SUPPORT. SEE DETAIL 5
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
SUPPORT
TO FLOOR DIFFUSER
" � BOLTED CONNEC.4
GATE SLOT
NEW ENTRANCE
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
2" � SCH 80 PIPE TYP.
SUPPORT ARMS
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
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' -1
'-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 #3
WORK POINT #4 WORK POINT #4
WORK POINT #3
WORK POINT #3
WORK POINT #4
WORK LINE
WORK LINE
5'-5"
"16 94'-
5' -2
"2 15'-
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
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F
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A M
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D W
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D B
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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:
S-505-2
S-505-2
S-505-2
S-505-2
"16
1NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE. MEASUREMENTS ROUNDED TO NEAREST
S-505-2
NOTE: DIFFISUION CHAMBER GRATING NOT SHOWN FOR CLARITY.
S-505-2
SEE DETAIL 1 FOR TYP. SUPPORT ARM ANCHORAGE.
".16
1 MEASUREMENTS ROUNDED TO NEAREST
NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE.
NOTE: SEE SECTION D FOR ARC DIMENSIONS
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
SK505
D
SCALE: 1" = 1'-0"
SECTION - FLOW VANE ONLY
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 RDRAFT
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
IC
/0
/2
U
L T
F
IS
H F
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IL
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D E
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D A
M A
N D
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R V
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S E
N
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C A
R L
M H
A R
R
IS
P
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S R
E V
IE
W
"4 1" X 2
1" X 12
1HSS 3
T
Y P
"4 1" x 2
1" x 12
1HSS 3
F
IS
H L
A D
D E
R
A W
S D
IF
F
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N
C H
A M
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SK505-2
F L
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V A
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D E
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IL
S
SEE SECTION C
" � BOLT,4
SEE NOTE 5 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:
"4 1" x 2
1" x 12
1HSS 3
WASHER AND NUT
WELD STUD WITH
"2 1" � -10 UNC x 34
2" � SCH 80 PIPE TYP.
SUPPORT ARMS
2" � SCH 80 PIPE TYP.
SUPPORT ARMS
"4 1" x 2
1" x 12
1HSS 3 2" � SCH 80 PIPE TYP.
SUPPORT ARMS
SEE NOTE 4 SHEET SK505
WASHER (NEAR SIDE) AND NUT.
" � A35 BOLT WITH4
" TYP4
1" x 2
1" x 22
1HSS 2
WORK LINE
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 5 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
"4
1HSSP 3" X
" TYP4
1" x 2
1" x 22
1HSS 2
T Y
P
G A
P"
" STIFFENER TYP.4
13" X
STIFFENER
" FB4
13" X
"4 1HSSP 3" x
" EXTERIOR SKIN PL.4
T Y
P
" EXTERIOR SKIN PL.4
"4 1" X 2
1" X 12
1HSS 3
FLOOR GRATING
DIFFUSION CHAMBER
SUPPORT BEAM
DIFFUSION CHAMBER
DIFFUSION SUPPORT
SIDES TO FLOOR
3 NON-ADJOINING
TACK WELD NUT ON
" INTERIOR SKIN PL.4
T Y
P
G A
P"
(BEYOND)
FB STIFFENER TYP.
"4 13" x
" INTERIOR SKIN PL.4
" (BEYOND)4
1HSSP 3" X
"4 31 R
"4
1HSSP 3" X
" EXTERIOR SKIN PL.4
WORK POINT #2
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
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IC
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A
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B Y
P L
O T
S C
A L
E :P
L O
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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
3 CONNECTIONS TYP
ALL PIPE TO PIPE
PLAN SECTION A
PLAN
PLAN
1. SEE SK505 FOR NOTES.
NOTES:
SCALE: 6" = 1'-0"
DETAIL 3A
SKIN PLATE
INTERIOR
HSS TO
1 HSS BASE
HSS POST TO
NOTE: SKIN PLATES NOT SHOWN FOR CLARITY.
SECTION C - TYP. DIFFUSION CHAMBER SUPPORT BOLTED CONNECTION
1 HSS BASE
HSS POST TO
NOTE: HSSP NOT PRESENT AT BOTH LOCATION.
CJP TYP.
END OF THE PIPE.
OF EXTERIOR SKIN PL. AT THE
INSTALLED BEFORE INSTALLATION
NOTE: END BOLTS ARE TO BE
HSSP TYP.
SKIN PL. TO
TYP.
END OF THE PIPE.
OF EXTERIOR SKIN PL. AT THE
INSTALLED BEFORE INSTALLATION
NOTE: END BOLTS ARE TO BE
3 2-1
B
C
S-505-1
SCALE: 3" = 1'-0"
DETAIL
S-505-1
SCALE: 3" = 1'-0"
TYP. DETAIL
A
S-505-1
SCALE: 3" = 1'-0"
DETAIL
3A
S-505-1
SCALE: 3" = 1'-0" UNO
TYP. DETAIL
S-505-1
SCALE: 3" = 1'-0"
TYP. DETAIL - HSS POST TO HSS BASEDRAFT
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
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P O
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L A
N D
D
IS
T R
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4'-11" �4'-11" �
SK505-3
INTERIOR SKIN PL.
SKIN PL.
INTERIOR
ARMS TYP.
SUPPORT
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"
38.7 5°
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
NEW FLOW VANE
POINT #1
WORK
.2
DRAWING PLOT SIZE: $BORDER$
D
C
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B
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C O
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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'
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.
� SUPPORT ARM
NOTE: SEE SK505-1 FOR WORK LINE AND WORK POINT DETAILS.
LIFTING LUG �
TYP
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
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 LUGDRAFT
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
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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
D E
W N
R
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D A
M A
N D
R E
S E
R V
O
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A N
S I
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SK507
M A
T T
H E
W D
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A N
S O
N
P .E
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C A
R L
M H
A R
R
IS
P
.E
H E
N
IN
G E
R ,P
E
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
10" �
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
NEW GUARDRAIL
GRATING TYP.
"8 1" x 2
1W19-2 1
FRAMING
SCREEN HOIST
NEW OCCLUSION
1'-2"
C7 X 14 TYP. UNO
" GRATING TYP.8
1" x 2
1W19-2 1
AND SYSTEM
NEW ENTRANCE GATE
BEAM
EXIST. CONC.
CURB
EXIST. CONC.
EXIST. GUARDRAIL
NEW GUARDRAIL
APPROX.
CLR "8
APPROX.
CLR"16
3'-0" � " �2 16'-3
GUARDRAIL
EXIST.
CURB
EXIST. CONC.
NEW GUARDRAIL
GRATING TYP.
"8 1" x 2
1W19-2 1
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
NEW GUARDRAIL
EXIST.
PL. TYP.
" WALL2
TAB TYP.
" SHEAR2
TYP.
" STIFFENER8
CURB
CONC.
EXIST.
BEAM
CONC.
EXIST.
3'-2" � W8 X 15
IS
O
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T R
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W8 X 15
"2 1L4 X 4 X
C7 X 14
B C
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/0
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F
IS
H L
A D
D E
R
A W
S D
IF
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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
CURB
CONC.
EXIST.
C
L R
DETAILS
SEE SK507-2 FOR
NEW PLATFORM 2,
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
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N N
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F
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A M
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D W
N B
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C K
D B
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P L
O T
S C
A L
E :P
L O
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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
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
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
EL. 663.82 EL. 663.82
PLATFORM
TOP OF ACCESS
PLATFORM
TOP OF ACCESS
� W8 X 15
W X
EL. 663.82
� W8 X 15 � W8 X 15 � W8 X 15
� WALL PL.� WALL PL. � WALL PL.
EL. 663.82
PLATFORM
TOP OF ACCESS
NOTE: GUARDRAIL NOT SHOWN FOR CLARITY.
SEE SK514 AND SK901 FOR AREA OVERVIEW.3.
RECOMMENDATIONS.
SADDLE CLIPS @ 24" O.C. OR PER MANUFACTURES
GALVANIZED. ALL GRATING TO BE FASTENED WITH
" HOT DIPPED8
1" x 2
1GRATING MUST BE W19-2 12.
SPEC SECTIONS 05 50 00.0025, 05 21 00.0025.
TO MEET OSHA SECTION 1910, EM 385-1-1, AND
ALL GUARDRAILS TO BE CONTRACTOR DESIGNED1.
NOTES:
EL. 663.82
EL. 663.82
EL. 663.82
EL. 663.82
CONC. ROAD
TOP OF EXIST.
CONC. ROAD
TOP OF EXIST.
CONC. ROAD
TOP OF EXIST.
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
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
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A
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SK507-1
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D
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"8 3L4 X 4 X
C7 X 14
W8 X 15
GRATING TYP.
"8 1" x 2
1W19-2 1
T
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"8 3L4 X 4 X
GRATING TYP.
"8 1" x 2
1W19-2 1
1" TYP.
W8 X 15
C7 X 14
T
Y P
1" TYP.
" � BOLT TYP.4
" � BOLT TYP.4
T Y
P
T Y
P
" TYP.2
4" �3" �4" � 1" TYP.
11" �
" STIFFENER TYP.8
GRATING TYP.
"8 1" x 2
1W19-2 1
" � BOLT TYP.4
GRATING TYP.
"8 1" x 2
1W19-2 1
W8 X 15 TYP.
" PL.2
" � BOLT TYP.4
"2
" � BOLT TYP.4
" STIFFENER TYP.8
W8 X 15 TYP." PL.2
GRATING TYP.
"8 1" x 2
1W19-2 1
5"
2""2 11 "2
SLOTTED HOLE TYP.
HORIZONTAL
" � BOLT WITH 4
"8 3L4 X 4 X
C7 X 14
T Y
P
1" TYP.
" � BOLT TYP.4
GRATING TYP.
"8 1" x 2
1W19-2 1
NEW GUARDRAIL
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
GRATING TYP.
"8 1" x 2
1W19-2 1
" SHEAR TAB PL.2
" SHEAR TAB PL.2
" SHEAR TAB PL.2
" SHEAR TAB PL.2
T Y
P
WALL
CONC.
EXIST.
5"
2""2 11 "2
" PL.2
" GAP2
" PL.2
W8 X 15
" PL.2
" � BOLT TYP.4
SEE DETAIL 7
" 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
GRATING TYP.
"8 1" x 2
1W19-2 1
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
/0
/2
F
IS
H L
A D
D E
R
A W
S D
IF
F
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N
C H
A M
B E
R E
N T
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E A
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S P
L A
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B C
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DRAWING PLOT SIZE: $BORDER$
D
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A
B
S O
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A
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A M
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D W
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C O
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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
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
MINIMUM EMBEDMENT.
THREADED ADHESIVE ANCHORS WITH A 10 INCH
" � GALVANIZED8
5CONCRETE ANCHOR 'B' SHALL BE 3.
MINIMUM EMBEDMENT.
THREADED ADHESIVE ANCHORS WITH A 3 INCH
" Ø GALVANIZED8
5CONCRETE ANCHOR 'A' SHALL BE 2.
SEE SHEET SK507 FOR NOTES.1.
NOTES:
EL. 663.82
CONC. ROAD
TOP OF EXIST.
EL. 663.82
C7 X 14 �, L ANGLE �
B
C
D
F
E
J
G
H
SK507
SCALE: 3" = 1'-0"
TYP. HORIZONTAL WALL MOUNT PLATE DETAIL
SK507
SCALE: 3" = 1'-0"
TYP. DIAGONAL WALL MOUNT PLATE DETAIL
SK507
SCALE: 3" = 1'-0"
TYP. W-BEAM TO C-CHANNEL CONNECTION DETAIL
SK507
SCALE: 3" = 1'-0"
TYP. DIAGONAL BRACE DETAIL
SK507
SCALE: 3" = 1'-0"
TYP. C-CHANNEL TO WALL CONNECTION DETAIL
SK507
SCALE: 3" = 1'-0"
DETAIL
A
SK507
SCALE: 3" = 1'-0"
TYP. C-CHANNEL TO W-BEAM CONNECTION DETAIL UNO
SK507
SCALE: 3" = 1'-0"
TYP. L-ANGLE GRATING SUPPORT DETAIL
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
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O
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L A
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D
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T R
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F
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EXIST. WALL
(BELOW)
ENTRANCE
FISH LADDER
FOR DETAILS
SHEET SK521
FRAMING. SEE
SCREEN HOIST
NEW OCCLUSION
SYSTEM AND SLOT
NEW ENTRANCE GATE
PL. TYP.
" WALL2
J.
L
IN
D
C7 X 14
SK507-2
F
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D E
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" TYP. UNO8
3HSS 6 X 3 X
CURB
CONC.
EXIST.
C7 X 14
"8
3HSS 6 X 3 X
'-0
4"
3'-6"
C L R
EGRESS
1'-10" MIN
GRATING TYP.
"8 1" x 2
1W19-2 1
NEW GUARDRAIL TYP.
EXIST. CONC
INTERSECT
2'-9" PL.
IN
T
E R
S E
C T
H
S S
"2
4'-0"
"8 37"4
11'-2"8 37"2
11'-5
NEW GUARDRAIL TYP.
3 INCH MINIMUM EMBEDMENT TYP.
" Ø EXPANSION ANCHORS WITH8
"2 12 "8
"8 3L 5 X 3 X
"8
3HSS 6 X 3 X
C7 X 14
"8 3L 5 X 3 X
5"
" � BOLT TYP.4
GRATING TYP.
"8 1" x 2
1W19-2 1
POST
GUARDRAIL
NEW
C7 X 14
"8
3HSS 6 X 3 X
"2
" GAP8
"8 3L 5 X 3 X
POST
GUARDRAIL
NEW
PIER
EXIST. CONC
/0
/2
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A
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2"
DETAILS
SEE SK507 FOR
NEW PLATFORM 1,
" PL.2
" PL.2
" PL. TYP.2
DRAWING PLOT SIZE: $BORDER$
D
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A
B
S O
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N N
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D B
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P L
O T
S C
A L
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T D
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C O
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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"
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
NOT ALL FEATURES SHOWN FOR CLARITY.
"8
3HSS 6 X 3 X
"8
3HSS 6 X 3 X
C
X
� H
SS
� HSS
EL. 663.82
� HSS
� HSS
� HSS
NOTE: SOUTH PLATE OPPOSITE HAND.
TOP OF NEW PLATFORM 2
EL. 663.82
TOP OF EXIST. CONC.
EL. 663.82
TOP OF EXIST. CONC.
EL. 663.82
TYP
3 SIDES
� L-ANGLE, HSS
SECTION C
SEE SK514 AND SK901 FOR AREA OVERVIEW.
SEE SK507 FOR PLATFORM 1.3.
RECOMMENDATIONS.
SADDLE CLIPS @ 24" O.C. OR PER MANUFACTURES
GALVANIZED. ALL GRATING TO BE FASTENED WITH
" HOT DIPPED8
1" x 2
1GRATING MUST BE W19-2 12.
SPEC SECTIONS 05 50 00.0025, 05 21 00.0025.
TO MEET OSHA SECTION 1910, EM 385-1-1, AND
ALL HANDRAILS TO BE CONTRACTOR DESIGNED1.
NOTES:
A
A " = 1'-0"4
3SCALE:
SECTION
SCALE: NTS
PLATFORM 2 FRAMING ISOMETRIC
B " = 1'-0"4
3SCALE:
SECTION
B
" = 1'-0"4
3SCALE:
PLATFORM 2 FRAMING PLAN
C
" = 1'-0"3SCALE:
TYP. HSS TO C-CHANNEL CONNECTION
" = 1'-0"3SCALE:
PLATE DETAIL
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
NEW OCCLUSION SCREEN
FISH LADDER ENTRANCE
ENTRANCE
FISH LADDER
ENTRANCE
FISH LADDER
NEW FLOW VANE
NEW FLOW VANE
LADDER WALL
NEW EXTERIOR FISH
NEW FLOW VANE
SCREEN IN SLOT
NEW OCCLUSION
"4 31'-6 "4
11'-7 1'-6"
SCREEN IN SLOT
NEW OCCLUSION
WALL
FISH LADDER
NEW EXTERIOR
HOIST FRAMING
NEW OCCLUSION SCREEN
FISH LADDER WALL
NEW EXTERIOR
EXIST. CONC. CURB
"4 31'-6 "4
11'-7 1'-6"
WITH NEW GRATING AND SUPPORTS
EXIST. DIFFUSION CHAMBER
FRAMING, AND HOIST SYSTEM
NEW VERTICAL LIFT GATE,
NEW BULKHEAD
LIFT GATE
NEW VERTICAL
IN SLOT
NEW BULKHEAD
IN SLOT
NEW BULKHEAD
SLOT
LIFT GATE IN
NEW VERTICAL
PLATFORM
ENTRANCE ACCESS
NEW FISH LADDER
EXIST. CONC. BEAM
AND HOIST SYSTEM
NEW VERTICAL LIFT GATE, FRAME,
FISH LADDER WALL
NEW EXTERIOR
HOIST FRAMING
NEW OCCLUSION SCREEN
NEW CONC. PIER
EXIST. GUARDRAIL
SEE NOTE 3
NEW GUARDRAIL,
EXIST. GUARDRAIL
EXIST. CONC. CURB TYP.
DIFFUSER
NEW AWS FLOOR
ACCESS PLATFORM 1
NEW ENTRANCE
ACCESS PLATFORM 2
NEW ENTRANCE
ACCESS PLATFORM 1
NEW ENTRANCE
NEW CONC. PIER
ACCESS PLATFORM 2
NEW ENTRANCE
FRAMING
SCREEN HOIST
NEW OCCLUSION
SCREEN
NEW OCCLUSION
ANCHOR PL. TYP.
FRAMING AND
SCREEN HOIST
NEW OCCLUSION
RADIUS
NEW 18" CONC.
ACCESS PLATFORM 1
NEW ENTRANCE
RADIUS
NEW 18" CONC.
1'-6"
EXIST. CONC. AND/OR ROCK
8'-0"8'-0"
CURB TYP.
EXIST CONC.
EXIST. GUARDRAIL
TYP. UNO
NEW GUARDRAIL
EXIST. GUARDRAIL
AND HOIST SYSTEM
LIFT GATE, FRAME,
NEW VERTICAL
IN SEATED POSITION
NEW BULKHEAD
IN DOGGED POSITION
NEW BULKHEAD
1'-6"R
1'-6"
#4 VERTICAL BAR
TRANSITION
PROVIDE SMOOTH
TRANSITION
PROVIDE SMOOTH
1'-6"
SAW CUT EDGE
SAW CUT EDGE
ROUGHENED EDGE
ROUGHENED EDGE
NEW CONCRETE
EMBED INTO EXISTING AND
STAGGERED WITH 6" MIN
BENT #4 BAR @ 12" OC
NEW CONCRETE
EMBED INTO EXISTING AND
STAGGERED WITH 6" MIN
BENT #4 BAR @ 12" OC
2"
REINF. DETAILS
SEE SK708 FOR
NEW CONC. PIER,
D
C
A
B
S O
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IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
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D A
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D A
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D A
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D A
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D A
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D A
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A R
M Y C
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P S O
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IN
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SK514
J
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D H
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IN
G E
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NOTE: BULKHEAD GATE SEALS NOT SHOWN FOR CLARITY.
FISH LADDER WALL
TOP OF EXTERIOR
EL. 647.82
FISH LADDER
BOTTOM OF
EL. 633.82
O
C C
L U
S
IO
N S
C R
E E
N S
L O
T
E N
D F
IS
H L
A D
D E
R W
A L L
NOTE: NOT ALL EXISTING FEATURES SHOWN FOR CLARITY.
IN ACCORDANCE WITH SPECIFICATION 05 52 00.00 25
GALVANIZED STEEL GUARD RAILS DESIGNED BY CONTRACTOR3.
SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.2.
ABBREVIATIONS.
SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND1.
NOTES:
NOTE: NEW DIFFUSION CHAMBER GRATING NOT SHOWN FOR CLARITY.
F
IS
H L
A D
D E
R E
N T
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B
U L K
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A D S
L O
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IF
T G
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L O
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B L
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NOTE: NOT ALL EXISTING FEATURES SHOWN FOR CLARITY.
" = 1'-0"8
3SCALE:
PLAN - OVERVIEW
" = 1'-0"8
3SCALE:
PLAN AT EL. 649.00
A
A
A
" = 1'-0"8
3SCALE:
SECTION
SCALE: NTS
ISOMETRIC - FISH LADDER ENTRANCE ASSEMBLY
SCALE: NTS
ISOMETRIC - BULKHEAD IN DOGGED POSITION
" = 1'-0"2
-1SCALE:
DETAIL
6'-11"
" TYP.8
3HSS 4 X 4 X
1"2" 2"
4"
R
R
" LIFTING EYE PL. TYP.8
6'-5" �
" TYP.8
3HSS 4 X 4 X
3" � TYP.
SEE DETAIL 2
RUB BLOCK TYP.
FULL LENGTH
T Y
P
T Y
P E
A E
N D
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1WITH
COUNTERSUNK BOLT
" � STAINLESS STEEL2
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3HSS 4 X 4 X
"2
" RUB BLOCK2
L
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B E
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CROSS BARS @ 6" O.C.
CLR SPACING.
"4
3OR WEDGE WIRE WITH
STAINLESS PROFILE BARS
SEE DETAIL 1 AND 2
BARS OR WEDGE WIRE,
STAINLESS PROFILE
SEE DETAIL 1 AND 2
BARS OR WEDGE WIRE,
STAINLESS PROFILE
CROSS BARS @ 6" O.C.
CLR SPACING.
"4
3OR WEDGE WIRE WITH
STAINLESS PROFILE BARS
T
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.14"
.3
.1
TYP.
CLR"4
/0
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B C
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CROSS BAR
RECOMMENDATION
MANUFACTURER
HSS FRAME PER
BAR SCREEN TO
CONNECTION OF
7'-0" TOTAL
T O
T A
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1 2 1
MANUFACTURER
CROSS BAR PER
PER MANUFACTURER
U-CLIP SUPPORT,
DRAWING PLOT SIZE: $BORDER$
D
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N N
O
F
IL
E N
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E
D W
N B
Y
C K
D B
Y
D E
S
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N E
D B
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D A
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F
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C O
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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: 6"= 1'-0"
0 1" 2" 3" 6"
12"
SCALE: 1"= 1'-0"
6" 0 1'
NOTE: RUB BLOCK NOT SHOWN FOR CLARITY.
NOTE: LEFT RUB BLOCK NOT SHOWN FOR CLARITY.
SCALE: 6" = 1'-0"
SECTION B
SCALE: 3"= 1'-0"
0 3" 6" 12"
NOTE: LEFT RUB BLOCK NOT SHOWN FOR CLARITY.
ALL STEEL SHALL BE STAINLESS STEEL UNO.2.
SEE PLANS FOR ADDITIONAL DETAILS.
MATERIAL TABLE NOT A COMPLETE LIST. 1.
NOTES:
SCALE: NTS
TYP. PROFILE BAR DETAIL
NOTE: RUB BLOCK NOT SHOWN FOR CLARITY.
SECTION C
TYP. ALL CORNERS
A
SCALE: 1" = 1'-0"
SECTION ALONG C/L
SCALE: NTS
ISOMETRIC
SCALE: 1" = 1'-0"
DOWNSTREAM ELEVATION
SCALE: 1" = 1'-0"
PLAN
A
B
SCALE: 6" = 1'-0"
TYP. DETAIL
SCALE: AS NOTED
TYP. RUB BLOCK AND SCREEN DETAIL
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
IC
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F
IS
H F
A C
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IT
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P G
R A
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D A
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R E
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R V
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M A
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W D
H
A N
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N
P .E
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J.
L
IN
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H E
N
IN
G E
R
P E
FISH LADDER ENTRANCE
NEW FISH LADDER
EXIST. FISH LADDER
STRUCTURE
NEW PRESORT POOL
F
IS
H S
C R
E E
N A
S S
E M
B L
Y
F
IS
H L
A D
D E
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IF
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S K
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IS
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IC
S
SK516
FLOW
FL
O
W
FL
O
W
(BY CONTRACTOR)
NEW VERTICAL LIFT GATE
DEBRIS TROUGH
NEW PLATFORM AND
EXIST. STRUT TYP.
FISH LADDER
EXIST. CONC.
NEW AWS INLET
(BY CONTRACTOR)
NEW VERTICAL LIFT GATE
DEBRIS TROUGH
NEW PLATFORM AND
IN SLOT, SEE DETAIL 3
NEW FISH SCREEN 2
FISH LADDER
EXIST. CONC.
DEBRIS TROUGH
NEW PLATFORM AND
IN SLOT
NEW FISH SCREEN 2
IN SLOT
NEW FISH SCREEN 1
FL
O
W FL
O
W
/0
/2
W N
R
B C
O E
S R
E V
IE
W
WALL PLUG 1
NEW CONC.
WALL PLUG 2
NEW CONC.
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
LOCATION
POND #1
LOCATION
POND #2
LOCATION
POND #1
LOCATION
POND #2
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
SEE SHEET SK516-1 FOR ASSEMBLY PLANS AND SECTIONS.1.
NOTES:
SCALE: NTS
KEY PLAN
SCALE: NTS
ISOMETRIC - ENLARGED VIEW SCREEN 1 LOCATION
SCALE: NTS
ISOMETRIC - ENLARGED VIEW SCREEN 2 LOCATION
SCALE: NTS
ISOMETRIC - ENLARGED VIEW SCREEN AND GATE ASSEMBLY
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
IC
U
L T
F
IS
H F
A C
IL
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Y U
P G
R A
X T
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D A
M A
N D
R E
S E
R V
O
IR
M A
T T
H E
W D
H
A N
S E
N
P .E
A N
S I
F
C A
R L
M H
A R
R
IS
P
.E
:1
J.
L
IN
D
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