Drawings SK523_SK516-2_SK516_SK516-1_SK516-3_AMDT 0004.pdf
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- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This solicitation package outlines requirements for the Dexter Adult Fish Facility Upgrades project. The U.S. Army Corps of Engineers seeks to improve, replace, and add major features to the Dexter Fish Facility to meet criteria approved by the National Marine Fisheries Service. Key aspects include upgrading the fish ladder and fish screens, replacing concrete structures, and adding a new presort pool area. The period of performance is from March 2023 to November 2026. The estimated magnitude of construction costs ranges from $25 million to $100 million. The solicitation is unrestricted and full and open with a HUBZone price preference. The primary NAICS code is 237990 for other heavy and civil engineering construction.
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EXIST. FISH LADDER
8'-8"
EA END
TYP."2
1'-0" TYP.
" SS PL. TYP.
" EMBEDDED SS SILL PL.
1NEW
" EMBEDDED SS SILL PL.
1NEW " SS GUIDE RAILS TYP.
1NEW
" SS GUIDE RAILS TYP.
1NEW
EXIST. CONC. STRUT
EXIST. FISH LADDER
LADDER WALL
EXIST. CONC. FISH
EXIST. FISH LADDER
" SS GUIDE RAILS TYP.
1NEW
EA END
TYP."2
" EMBEDDED SS SILL PL.
1NEW
" EMBEDDED SS SILL PL.
1NEW
" SS GUIDE RAILS TYP.
1NEW
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
SEE NOTE 2
SEE NOTE 3
SEE NOTE 2
SEE NOTE 3
SEE NOTE 2
G
U
ID
E R
A
IL
T
Y P
T
Y P
EXIST. FISH LADDER
T
Y P
E A E
N D
T Y
P
8'-9" OUT TO OUT
8'-9" OUT TO OUT
8'-8"
8'-8"
8'-8"
8'-9" OUT TO OUT
8'-9" OUT TO OUT
O U
T T
O O
U T
TYP.
4" TYP.
" X 2 X 2
1PL.
COUNTERSUNK NUT
1'-0" TYP.
NEW CONC. STRUT
NEW AWS INLET
(BY CONTRACTOR)
NEW GRATING
G
U
ID
E R
A
IL
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
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R of Engineers
US Army Corps
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D A
T E
D A
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D A
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D A
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D A
T E
D A
T E
.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 D
IS
T R
IC
A
D U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
E
X T
E R 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
:1
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IN
D H
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IN
G E
R P
E
G U
ID
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A
IL
D
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A
IL
S
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
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W
N
R
D X
F .1
S
K .d g n
K E
N M
C A
R A
B B
A C
A N P .E
SK523
LADDER WALL
TOP EXIST. FISH
EL. VARIES
F
IS
H S
C R
E E
N
P O
R T
L A
N D
O R
E G
O N
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
CHANNEL INVERT
EL. 646.00 (AS-BUILTS)
EL. 649.82 (NAVD88)
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
END FISHWAY
STA. F4+91.56 (AS-BUILTS)
EXPANSION JT.
STA. F3+77.00 (AS-BUILTS)
SILL PLATE.
" SS POST-INSTALLED ANCHOR @12" O.C. TYP.
1" � X 3
33.
EACH GUIDE RAIL.
" SS POST-INSTALLED ANCHOR @18" O.C. TYP.
1" � X 3
32.
SEE SHEET SK516 FOR FISH SCREEN ASSEMBLY ISOMETRICS.1.
NOTES:
NOTE: DEBRIS TROUGH, PLATFORM, AND GUARDRAIL NOT SHOWN FOR CLARITY.
NOTE: DEBRIS TROUGH, PLATFORM, AND GUARDRAIL NOT SHOWN FOR CLARITY.
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
J A
N
A
A
" = 1'-0"1SCALE:
SECTION ALONG C/L
SCALE: 1" = 1'-0"
GUIDE RAIL PLAN - FISH SCREEN 1
SCALE: 3" = 1'-0"
TYP. GUIDE RAIL EMBEDMENT
B
SCALE: 1" = 1'-0"
GUIDE RAIL PLAN - FISH SCREEN 2
B
SCALE: 1" = 1'-0"
SECTION ALONG C/L
PORTLAND DISTRICT
1"2" 2"
4"
R
" LIFTING EYE PL. TYP.8
8'-6"
8'-0" �
" TYP.2
1HSS 4 X 4 X
T Y
P
T Y
P E
A E
N D
" RECESS TYP.8
1WITH
COUNTERSUNK BOLT
" � STAINLESS STEEL2
"2
1HSS 4 X 4 X
"2
" RUB BLOCK2
L
IF
T
IN
G L
U G T
Y P
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
CROSS BARS @6"OC
CLR SPACING.
"8
3OR WEDGE WIRE WITH
STAINLESS PROFILE BARS
T
Y P
.14"
.3
.1
1 2
MANUFACTURER
CROSSBAR PER
.25"
SEE SECTION C
RUB BLOCK TYP.
FULL LENGTH
5"
"2 12"2
" � TYP.
3 (
TYP. ALL CORNERS
RECOMMENDATION
MANUFACTURER
TO HSS FRAME PER
PROFILE BAR SCREEN
CONNECTION OF
3" � TYP.
8'-7" TOTAL
T O
T A
L
SECTION B
SEE DETAIL 1 AND
BARS OR WEDGE WIRE,
STAINLESS PROFILE
SECTION B
SEE DETAIL 1 AND
BARS OR WEDGE WIRE,
STAINLESS PROFILE
" MASTER LINK8
OPEN SWAGE SOCKET"2
" DIAMETER 6X19 IWRC GALVANIZED2
OPEN SWAGE SOCKET"2
" SHACKLE4
°4
THIS SHEET
SEE NOTE 5
SPACING
FOR CLR
CROSS BARS @6"OC
THIS SHEET.
CLR SPACING PER NOTE 5
OR WEDGE WIRE WITH
STAINLESS PROFILE BARS
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
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A T
E A
P P
R of Engineers
US Army Corps
/1
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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
M A
T T
H E
W D
H A
N S
E N P .E
A N
S I F
:1
J L
IN
D
NOTE: RUB BLOCK NOT SHOWN FOR CLARITY.
NOTE: LEFT RUB BLOCK NOT SHOWN FOR CLARITY.
F
IS
H S
C R
E E
N D
E T
A
IL
S
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
D X
F .1
S
K -2 .d g n
SK516-2
SCALE: NTS
TYP. PROFILE BAR DETAIL
/1
/2
W
N
R
K E
N M
C A
R A
B B
A C
A N P .E
H E
N
IN
G E
R ,P
" CLR SPACING FOR FISH SCREEN 2.
5USE
" CLR SPACING FOR FISH SCREEN 1.
3USE 5.
RECOMMENDATION.
TO STRUCTURE PER MANUFACTURERS
PROFILE BAR SCREEN SHALL BE WELDED4.
PROVIDED BY MANUFACTURER.
PROFILE BAR SCREEN STRUCTURE TO BE3.
ALL STEEL SHALL BE STAINLESS STEEL UNO.2.
SEE PLANS FOR ADDITIONAL DETAILS.
MATERIAL TABLE NOT A COMPLETE LIST. 1.
NOTES:
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
J A
N
A
SCALE: 1" = 1'-0"
SECTION ALONG C/L
SCALE: NTS
ISOMETRIC
SCALE: 1" = 1'-0"
DOWNSTREAM ELEVATION
SCALE: 1" = 1'-0"
PLAN
SCALE: 6" = 1'-0"
DETAIL
1-
A
B
C
C
SCALE: 3"=1'-0"
TYP. RUB BLOCK
B
SCALE: 6" = 1'-0"
TYP. RUB BLOCK AND SCREEN DETAIL
SCALE: NTS
LIFTING ARRANGEMENT SECTION
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
5' 0 5' 10'
"= 1'-0"8
1SCALE:
FLOW FLOW
FIELD VERIFY
±"4 12'-9
SCREEN 1
NEW FISH
NEW FISH SCREEN 2
NEW FISH SCREEN 2
EXIST. FISH LADDER
FIELD VERIFY
±"4 12'-9
EXIST. FISH LADDER
" � ±2
FISH LADDER ENTRANCE
NEW FISH LADDER
EXIST. FISH LADDER
STRUCTURE
NEW PRESORT POOL
FLOW
FLOW
FLOW
FLOW
IN SLOT, SEE NOTE 1
NEW FISH SCREEN 1
IN SLOT, SEE NOTE 1
NEW FISH SCREEN 1
STRUT
EXIST. CONC.
"4 12'-6
5'-0" �
" �4 12'-6" �4
32'-5
IN SLOT
NEW FISH SCREEN 2
(TO BE PLUGGED)
EXIST. POND #1 OUTLET
NEW CONC. PLUG 1
NEW CONC. PLUG 2
SEE NOTE 1
SCREEN 1,
NEW FISH
PLUG 1
NEW CONC.
PLUG 2
NEW CONC.
STRUT TYP.
EXIST. CONC.
6" ± 20'-0" � ±
12"0 5'
"= 1'-0"4
1SCALE:
1'-0" TYP.
F O
R N
E W P
L U
G
E X
C A
V A
T E
F O
R N
E W P
L U
G
E X
C A
V A
T E
EXIST. CONC. STRUT NEW CONC. PLUG 1
HORIZONTAL@ 12" O.C.
#6 VERTICAL AND
CONC. TYP.
IN EXIST. AND NEW
WITH 6" MIN EMBED
#6 DOWELS AT 6" O.C.
(IN FRONT)
EXIST. CONC. STRUT
EA. SIDE TYP.
WATERSTOP
WATERSTOPS
TYP. REINF. AND
SEE SECTION G FOR
NEW CONC. PLUG 2.
NEW RETURN-TO-RIVER PIPE
NEW FISH LADDER CROSSING
NEW VERTICAL LIFT GATE 2
LIFT GATE 2
NEW VERTICAL
FOR DETAILS
SECTION J
SEE SK516-3
SLOT.
LIFT GATE 2 IN
NEW VERTICAL
" � ±2
GUARDRAIL
NEW REMOVABLE
NEW GUARDRAIL
T O P
R E
S O
R T P
O O
L
EXIST. WALKWAY
NEW GUARDRAIL
GUARDRAIL
NEW REMOVABLE
AND STAIRCASE
NEW ACCESS PLATFORMGUARDRAIL
NEW
(BEYOND)
EXIST. FISH LADDER WALL
EXIST. GUARDRAIL TYP UNO
EXIST. WALKWAY
NEW GUARDRAIL
TYP UNO
EXIST. GUARDRAIL
NEW AWS INLET
NEW GUARDRAIL
GUARDRAIL
REMOVABLE
NEW
NEW GUARDRAIL
FISH SCREEN 2 IN SLOT
WALL (BEYOND)
EXIST. FISH LADDER
EXIST. GUARDRAIL TYP.
AND STAIRCASE
PLATFORM
NEW ACCESS
NEW CONC. STRUT
NEW AWS INLET
NEW CONC.STRUT
NEW CONC. STRUT
STRUT TYP. UNO
EXIST. CONC.
EXIST. CONC. STRUT TYP. UNO
NEW CONC. STRUT
NEW RETURN-TO-RIVER PIPE
PIPE
NEW RETURN-TO-RIVER
SEE NOTE 2
(BY CONTRACTOR)
NEW GRATING
9'-0" � ±
RAIL DETAILS
FISH SCREEN GUIDE
SEE SK523 FOR
RAIL DETAILS
FISH SCREEN GUIDE
SEE SK523 FOR
9'-0" � ±
EL. VARIES
CHANNEL INVERT
STRUT TYP. UNO
EXIST. CONC.
NEW CONC. STRUT
EL. VARIES
WALL (BEYOND)
EXIST. FISH LADDER
SEE NOTE 2
(BY CONTRACTOR)
NEW GRATING
NEW AWS INLET
GUARDRAILS
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
GUARDRAIL
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM.
GUARDRAILS
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
GUARDRAIL
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
SEE SK516-3 FOR DETAILS
REMOVABLE GUARDRAIL,
DEBRIS TROUGH, AND
NEW PLATFORM
DETAILS
SEE SK516-3 FOR
GUARDRAILS,
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM
CONTRACTOR
DESIGNED BY
ACCESS TO BE
GUARDRAIL
NEW REMOVABLE
CONTRACTOR
DESIGNED BY
ACCESS 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
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
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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
M A
T T
H E
W D
H A
N S
E N P .E
A N
S I F
:1
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IN
D
D X
F .1
S
K -1 .d g n
SK516-1
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
E X
P A
N S
IO
N J
T
S T
A F .0
E X
P A
N S
O N J
T
S T
A F .0
P O
N D O
U T L E
T
S T
A F .0
E N
D F
IS
H W
A Y
S T
A F .5
LADDER WALL
TOP EXIST. FISH
EL. VARIES
CHANNEL INVERT
EL. VARIES
E X
P A
N S
IO
N J
T
S T
A F .0
LOCATION
POND #1
LOCATION
POND #2
F
IS
H S
C R
E E
N A
S S
E M
B L
Y P
L A
N S A
N D S
E C
T
IO
N S
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
G U
ID
E S
S C
R E
E N
E N
D N
E W
S C
R E
E N G
U
ID
E S
E N
D N
E W F
IS
H
K E
N M
C A
R A
B B
A C
A N P .E
LOCATION
POND #2
EXIST.
C H
A N
N E
L E
N D
(A S -B
U
IL
T S
S T
A F .5
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
CHANNEL INVERT
EL. 646.00 (AS-BUILTS)
EL. 649.82 (NAVD88)
± (NAVD88)EL. 662.82
E N
D F
IS
H W
A Y
(A S -B
U
IL
T S
S T
A F .5
E X
P A
N S
O N J
T
(A S -B
U
IL
T S
S T
A F .0
E X
P A
N S
IO
N J
T
(A S -B
U
IL
T S
S T
A F .0
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88) LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
NOTE: GUARDRAIL NOT SHOWN FOR CLARITY.
NOTE: GUARDRAIL NOT SHOWN FOR CLARITY.
CHANNEL INVERT
EL. 646.00 (AS-BUILTS)
EL. 649.82 (NAVD88)
H E
N
IN
G E
R
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
SUBMIT DETAILS FOR APPROVAL PRIOR TO FABRICATION.
AND THE NEW AWS INLET TO SUPPORT 100 PSF LIVE LOAD.
FILL THE GAP BETWEEN THE NEW CONCRETE STRUT
GRATING SUPPORTS, AND DETAILS NECESSARY TO
CONTRACTOR TO PROVIDE GALVANIZED GRATING,2.
TO BE INSTALLED AT SAME LOCATION.
TO BE DEMOLISHED AND NEW GATE GUIDES
EXIST. GATE GUIDES AT SCREEN 1 LOCATION1.
NOTES:
J A
N
1 1
SCALE: NTS
KEY PLAN
" = 1'-0"8
1SCALE:
DETAIL: FISH SCREEN PLAN OVERVIEW
A
D
B
C
E
H
G
F
D
" = 1'-0"2
1SCALE:
SECTION ALONG C/L
B
" = 1'-0"2
1SCALE:
SECTION ALONG C/L
C
" = 1'-0"2
1SCALE:
SECTION ALONG C/L
E
" = 1'-0"2
1SCALE:
SECTION ALONG C/L
A
" = 1'-0"8
1SCALE:
SECTION
F
" = 1'-0"4
1SCALE:
SECTION ALONG C/L
G
" = 1'-0"4
1SCALE:
SECTION
H
" = 1'-0"4
1SCALE:
SECTION
SK516-3
J
SK516-3
K
8'-0"SEE NOTES
LIFT GATE 2,
NEW VERTICAL
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
2'-2" PLATFORM AND DEBRIS TROUGH
NEW PLATFORM (BEYOND)
NEW FISH SCREEN SLOT
NEW DEBRIS TROUGH
NEW PLATFORM (BEYOND)
NEW SUPPORT BEAM TYP.
AND CONNECTION TYP.
NEW WALL MOUNT PLATE
NEW SUPPORT BEAM TYP.
AND CONNECTION TYP.
NEW WALL MOUNT PLATE
NEW PLATFORM
NEW SUPPORT BEAM TYP.
8'-0" PLATFORM AND DEBRIS TROUGH
NEW DEBRIS TROUGH
NEW DEBRIS TROUGH
8" ± TROUGH
LADDER
EXIST. FISH
NEW GUARDRAIL TYP.
(BY CONTRACTOR, SEE NOTE 6)
GUARDRAIL, AND STAIRCASE
NEW ACCESS PLATFORM
POOL
TO PRESORT
AND STAIRCASE
NEW ACCESS PLATFORM
LIFT GATE 1
NEW VERTICAL
SHEETS FOR DETAILS.
PIPE. SEE MECHANICAL
NEW RETURN-TO-RIVER
NEW GUARDRAIL TYP.
FIELD VERIFY
±"4 12'-9
TYP. STRUT REINFORMENT
SEE SHEET SR701 FOR
NEW CONC. STRUT.
SCREEN 1
NEW FISH
1'-5"
FISH LADDER WALL
EXIST. CONC.
WALL TYP.
FISH LADDER
EXIST. CONC.
T O P
R E -S
O R
T P
O O
L
FLOW
SEE NOTE 7.
16" � PIPE PENETRATION.
RETURN-TO-RIVER
16" �
RETURN-TO-RIVER
FISH LADDER WALL
EXIST. CONC.
FISH LADDER WALL
EXIST. CONC.
FOR 16" � PIPE
LADDER WALL
EXIST. CONC. FISH
PENETRATIONS IN
1'-0"
" APPROX.16
110'-11
M A
X
V A
R
IE
S
PAD
NEOPRENE
" X 12" X 26"
50A
PAD TYP.
NEOPRENE 50A
" X 12" X 26"
16" � PIPE
RETURN-TO-RIVER
(VARIES BY LOCATION)
NEW OR EXIST. CONC. STRUT
GUARDRAILS
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
NEW REMOVABLE GUARDRAIL
NEW GUARDRAIL TYP. UNO
NEW REMOVABLE GUARDRAIL
(VARIES BY LOCATION)
NEW REMOVABLE GUARDRAIL
NEW REMOVABLE GUARDRAIL
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
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
M A
T T
H E
W D
H A
N S
E N P .E
A N
S I F
:1
J L
IN
D
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
D X
F .1
S
K -3 .d g n
SK516-3
/1
/2
W
N
R
K E
N M
C A
R A
B B
A C
A N P .E
NOTE: TWO REQUIRED, SEE NOTE 5.
LADDER WALL
TOP EXIST. FISH
EL. VARIES
CHANNEL INVERT
EL. VARIES
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
LADDER WALL
TOP EXIST. FISH
EL. 654.00 (AS-BUILTS)
EL. 657.82 (NAVD88)
CHANNEL INVERT
EL. 646.00 (AS-BUILTS)
EL. 649.82 (NAVD88)
TOP PLATFORM
± (NAVD88)EL. 662.82
� PIPE
C H
A N
N E
L E
N D
(A S -B
U
IL
T S
S T
A F .5
H E
N
IN
G E
R
.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
STRUT VARIES BY LOCATION.
TO FISH SCREEN SLOT AND NEW OR EXISTING CONCRETE
NOTE: DISTANCE BETWEEN NEW DEBRIS TROUGH AND PLATFORM
J A
N
WITH FINAL POSITION OF 16" Ø PIPE.
PAINT. FINAL LOCATION OF CUT HOLES TO BE CONSISTENT
SHOWN. SEAL EXPOSED REINFORCEMENT WITH ZINC-RICH
SMOOTH CONCRETE SURFACE TO FINAL DIMENSIONS AS
CUT AND REMOVE CONCRETE AS SHOWN. GRIND AND7.
SHEET S-101 AND SK516 FOR GENERAL ARRANGEMENT.
PLATFORM AND STAIRCASE TO PRESORT POOL. SEE
CONTRACTOR TO DESIGN VERTICAL LIFT GATE ACCESS6.
AND ACCESS AT LOCATIONS SPECIFIED ON SHEET SK516.
TROUGH, DEBRIS PLATFORM REMOVABLE GUARDRAILS,
CONTRACTOR TO DESIGN DEBRIS PLATFORM, DEBRIS5.
WIDTH AS THE EXISTING FISH LADDER.
WALLS SO THAT NEW GATE FRAME OPENING IS THE SAME
CONTRACTOR TO EMBED FRAME INTO EXISTING LADDER4.
PER SECTION J OF THIS SHEET.
GATE WILL HAVE THE FOLLOWING OVERALL DIMENSIONS3.
SEE MECHANICAL SHEETS FOR MORE INFORMATION.
CONTRACTOR MUST DESIGN AND PROVIDE GATE HOIST FRAME.2.
PROVIDE VERTICAL LIFT GATE PER SPECIFICATION 35 20 16.54.1.
NOTES:
SCALE: NTS
ISOMETRIC - TYP. FISH LADDER DEBRIS TROUGH AND PLATFORM
L
L " = 1'-0"
1SCALE:
TYP. SECTION
SK516-1
K " = 1'-0"
1SCALE:
TYP. DEBRIS TROUGH AND PLATFORM SECTION
SK516-1
J " = 1'-0"
1SCALE:
VERTICAL LIFT GATE SECTION
A
A " = 1'-0"
1SCALE:
SECTION
B
B " = 1'-0"
1SCALE:
TYP. PIPE PENETRATION SECTION
" = 1'-0"
1SCALE:
PLAN - RETURN TO RIVER PIPE PENETRATION
FISH LADDER ENTRANCE
NEW FISH LADDER
STRUCTURE
NEW PRESORT POOL
FL
O
W
FL
O
W
FISH LADDER
EXIST. CONC.
IN SLOT, SEE DETAIL 3
NEW FISH SCREEN 2
FISH LADDER
EXIST. CONC.
IN SLOT
NEW FISH SCREEN 2
IN SLOT
NEW FISH SCREEN 1
FL
O
W FL
O
W
WALL PLUG 1
NEW CONC.
WALL PLUG 2
NEW CONC.
CROSSING
NEW FISH LADDER
NEW RETURN-TO-RIVER PIPE
EXIST. FISH LADDER
(BY CONTRACTOR)
NEW VERTICAL LIFT GATE 2
(BY CONTRACTOR)
NEW VERTICAL LIFT GATE 2
IN SLOT, SEE DETAIL 2
NEW FISH SCREEN 1
PO
O L
PRESO
RT
TO
EXIST GUARDRAIL TYP.
NEW GUARDRAIL TYP
(BY CONTRACTOR)
AND STAIRCASE
NEW ACCESS PLATFORM
PENETRATION DETAILS.
EXIST. CONC. FISH LADDER
PIPE. SEE SK516-3 FOR
NEW RETURN-TO-RIVER
FOR DETAILS
SEE SHEET SR101
NEW AWS INLET,
TYP. UNO
EXIST. STRUT
NEW CONC. STRUT
NEW CONC. STRUT
(BY CONTRACTOR)
GUARDRAILS
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
(BY CONTRACTOR)
GUARDRAIL
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
(BY CONTRACTOR)
GUARDRAILS
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
(BY CONTRACTOR)
GUARDRAIL
AND REMOVABLE
DEBRIS TROUGH,
NEW PLATFORM,
(PIPE NOT SHOWN FOR CLARITY)
PIPE PENETRATION
NEW RETURN-TO-RIVER
NEW CONC. STRUT
BY CONTRACTOR
ACCESS TO BE DESIGNED
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
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
M A
T T
H E
W D
H A
N S
E N P .E
A N
S I F
:1
J L
IN
D
LOCATION
POND #1
LOCATION
POND #2
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
R A
W S D
IF
F U
S
IO
N C
H A
M B
E R
D X
F .1
S
K .d g n
IS
O
M E
T R
IC
S
SK516
LOCATION
POND #1
LOCATION
POND #2
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
/1
/2
W
N
R
K E
N M
C A
R A
B B
A C
A N P .E
H E
N
IN
G E
R
.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
SEE SHEET SK523 FOR FISH SCREEN GUIDE RAIL DETAILS.3.
ACCESS PLATFORM DETAILS.
TROUGH AND PLATFORM, PIPE PENETRATION, AND
SEE SHEET SK516-3 FOR VERTICAL LIFT GATE, DEBRIS2.
ASSEMBLY PLANS, SECTIONS, AND DETAILS.
SEE SHEET SK516-1 AND SK516-2 FOR FISH SCREEN1.
NOTES:
J A
N
NOTE: ACCESS PLATFORM AND FISH LADDER GUARDRAILS NOT SHOWN FOR CLARITY. NOTE: FISH LADDER GUARDRAILS AND ACCESS STAIRS NOT SHOWN FOR CLARITY.
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
| BI_10047261_DXF1.101_SK523-Sheet Name-000 |
| BI_10055020_DXF1.101_SK516-2_AMDT 0004 |
| Drawings SK516_SK516-1_SK516-3_AMDT 0004 |
| BI_10047261_DXF1.101_SK516-1-Sheet Name-000 |
| BI_10047261_DXF1.101_SK516-3-Sheet Name-000 |
| BI_10047261_DXF1.101_SK516-Sheet Name-000 |
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