A.03.09 Plans 24Q0028.pdf
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- Solicitation number
- W912EF24Q0028
About this file
The document appears to be Solicitation W912EF24Q0028 issued by the U.S. Army Corps of Engineers Engineering District Walla Walla for the HLD Main Unit 6 Scroll Case Cooling Water Lamprey Exclusion Cover project. The solicitation includes the Statement of Work, technical specifications, plans, and supplemental drawings. The project involves the fabrication and installation of a lamprey exclusion cover for the HLD Main Unit 6 scroll case cooling water system. The solicitation is seeking bids from qualified contractors to perform this work. Key details include the solicitation number, agency, project description, and that the solicitation documents are attached.
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FISH LADDER
NORTH SHORE
FISH LADDER
SOUTH SHORE
SPILLWAY
POWERHOUSE
ICE HARBOR DAM
TRANSMISSION LINES
HIGH VOLTAGE
F
IN
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IH
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-1 -0
-1 /5
B
A K
K E
WALLA WALLA DISTRICT
LAMPREY EXCLUSION COVER PROTOTYPE
POWERHOUSE UNIT 6 SCROLL CASE COOLING WATER
SNAKE RIVER, OREGON, WASHNGTON AND IDAHO
ICE HARBOR LOCK AND DAM
W912EF24Q0028
APRIL 2024
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LOCATION MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LOCATION
PROJECT
MAP
SEE LOCATION
SPOKANE
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CLEARWATER R.
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A
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MANHOLE
NAVIGATION LOCK
SNAKE
RIVER
L o c a l
G ri d N o rt h
C o n s tr u c ti o n
S o li d
XX
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#1 #2 #3 #4
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PIPE
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FISH
FRANKLIN COUNTY
WALLA WALLA COUNTY
COFFER CELLS
NAVIGATION
WATER TANK
JUVENILE FISH FACILITY
POWERLINE TOWERS
TO CHARBONNEAU PARK
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF MECHANICAL DESIGN SECTION
KEVIN RENSHAW, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
LOCATION
PROJECT
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15' 0" 30' 0" 60' 0"0
NORTH
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IN
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SERVICE BAYERECTION BAY
UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6
CBL
CL UNITS
EL. 349.25
BAY #6
GENERATOR
EL. 353.50
CABLE GALLERY
BAY #5
GENERATOR
BAY #4
GENERATOR
BAY #3
GENERATOR
BAY #2
GENERATOR
BAY #1
GENERATOR
EL. 349.25
EL. 353.50
EL. 349.25
EL. 353.50
EL. 349.25
EL. 353.50
EL. 349.25
EL. 353.50
EL. 349.25
EL. 353.50
EL. 349.50
A3
PLAN: POWERHOUSE EL 349
1"=30'SCALE:
M-101
A1
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SCROLL CASE ACCESS HOIST TOWER
SCALE: NTS
A11
MU1 SCROLL CASE INTERIOR
SCALE: NTS
MAN BASKET
SCROLL CASE
BASKET INTO THE
TO LOWER MAN
HOIST USED
44'-0"
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LOCATION PLAN: GENERATOR BAY EL. 349.50
SCALE: 1/8"=1'-0"
A11
SCALE: NTS
SECTION: GENERATOR BAY
DIAMETER IS 35.5".
FOR USE. MAXIMUM ACCESS
PROJECT PERSONNEL REQUIRED
ABOVE. COORDINATION WITH
SPIRAL CASE ACCESS FROM
4' 0" 8' 0" 16' 0"0
EL 349.25
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UNIT
EL 349.25
EL 321.00
EL 301.5
EL 340.5
GALLERY
EL 334.0
G-101
REF
A11
M-301
ALL COVERS HIDDEN FOR
SCROLL CASE FLOOR
EL 301.5
THIS AREA AS SHOWN.
FLOOR SLOPES UP IN
INTAKE GRATING C
EL 334
SCROLL CASE FOR CLARITY
SHOWING CUTOUT SECTION OF
SHOWN IN THIS AREA
CEILING SLOPES DOWN AS
LAMPREY EXCLUSION COVER
FRAME WELDMENT OF THE
CONCRETE ANCHOR
UNDERCUT STYLE
1/2" FLUSH MOUNT
4 5
LATERAL ADJUSTMENT.
TO ALLOW +/- 1/4" TOTAL
(16X) 1/8" SHIMS AS WELL
CONTRACTOR TO PROVIDE
NOMINAL SHIM SIZE 1/4",
GRIND FILLET ONTO LEADING EDGE
REFERENCE ONLY.
SHOWN IN THIS VIEW ARE FOR
INTO SCROLL CASE WALL. ALL DIMS
FOR THREADED INSERT LOCATIONS
USE FRAME WELDMENT AS TEMPLATE
OUTLINE OF THE COVERS.
CLARITY. BROKEN LINE SHOWS
ALL COVERS HIDDEN FOR
L A
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M-301
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N E
IL
IH
P
-1 -3
-2 /1
SCALE: 3/8"=1'-0"
ISOMETRIC: EXCLUSION COVER
A11
SCALE: 6"=1'-0"
DETAIL: TYP THREADED INSERT AND FRAME WELDMENT CONNECTION TO SCROLL CASE WALL
DETAIL: FRAME SHIM UNDER FRAME WELDMENT TYP
SCALE: 6"=1'-0"
F9
K9
SCALE: 3/4"=1'-0"
ELEVATION: FRAME WELDMENT INSTALLATION
PLAN: FRAME WELDMENT INSTALLATION
SCALE: 3/4"=1'-0"
F15
84 1/4"
64 3/8" 19 7/8"
/1
/8
/8
3.29° 2.75°
3.76°
SCROLL CASE CEILING
EL 340.5
1' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0 1 1/2" 3" 6"0
1 1/2" 3" 6"02' 0" 4' 0" 8' 0"0
E X
IS
T
IN
G G
R A T E
F R
O M E
D G E
" M
IN
D
IS
TA
N
C E
INSTALLATION DETAIL PARTS LIST
ITEM QTY. DESCRIPTION SHEET
1 8 1/4" FRAME SHIM M-501
2 16 1/8" FRAME SHIM M-501
3 8 .50 SS UNDERCUT CONCRETE ANCHOR M-301
4 8 .50 SS FLAT WASHER M-301
5 8 .50-13 SS HCS M-301
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®of Engineers
US Army Corps
U .S
A
R M
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O R
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E E
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T A
S K
O R
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HEX DRIVE STYLE.
ALL FLAT HEAD CAP SCREWS AND BUTTON HEAD CAP SCREWS MUST BE A 5.
SHARP EDGES.
AND ALL SURFACES MUST BE FREE OF ANY BURRS, OBSTRUCTIONS, OR
ALL CORNERS AND EDGES ON FINAL ASSEMBLY MUST BE GROUND SMOOTH 4.
ALL UNITS ARE IN INCHES UNLESS OTHERWISE NOTED.3.
HORIZONTAL ALIGNMENT.
1/8" FRAME SHIMS PROVIDED WITH STRUCTURE. USED ONLY AS NEEDED FOR 2.
MORE DENSE THAN AS SHOWN BY THE HATCH.
WEDGE SCREEN MORE CLEARLY. THE ACTUAL WEDGE SCREEN WILL BE
WEDGE SCREEN SHOWN USES A HATCH TO GRAPHICALLY REPRESENT THE 1.
GENERAL NOTES
EL 334
C O
N C
R E
T E S
L
IG
H T L Y
E D
G E C
O N
T A
C
H
IM
S . O
K
IF
L
E A
D
L
A D
IN
G E
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S
IM
IZ
E G
A P O
N T
H
HCS - HEX CAP SCREW
FHCS - FLAT HEAD CAP SCREW
BHCS - BUTTON HEAD CAP SCREW
ABBREVIATIONS
A11
F9
F15
316/316L SS
IS 304/304L OR
SHIM MATERIAL
L A
M P
R E
Y E
X C
L U
S
IO
N C
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P R
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Y P
E
P O
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C A
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IN
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W A
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D I
D A
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IC
E
H A
R B
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L O
C K
A N
D D
A M
M-501
D E
T A
IL
S
L A
M P
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X C
L U
S
IO
N C
O V
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M E
C H
A N
IC
A
L
W A
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
M M
C L
E A
N
N B
A K
K E
K E
V
IN
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N S
H A
W P
E N
O
B
M C
N E
IL
IH
P
-1 -3
-2 /1
SHIM PROFILE FOR 1/8" AND 1/4" FRAME SHIMS
SCALE: 6"=1'-0"
L15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T A
S K
O R
D E
R N
O
TYP BOLTED CONNECTION
BETWEEN TOP AND BOTTOM
COVER ONTO THE FRAME
WELDMENT.
CHAMFER THIS EDGE TO
ELIMINATE SHARP TRANISTION.
TYP OF ALL AREAS WHERE 5/16"
PLATES MEET WITH 3/16" PLATE
TYP FHCS CONNECTION BETWEEN ALL
COVER PANELS ONTO THE FRAME
WELDMENT
ANAEROBIC THREAD LOCKER TO COVER THREADED HOLE.
ON THIS DETAIL. AFTER INSTALLATION INSTALL WITH
INSTALLATION OF PANELS. TYP. ANYWHERE IS SHOWN
INSTALLATION OF A HOIST RING TO HELP LOGISTICS AND
3/8-16 THRU THREADED HOLE IN COVERS TO ALLOW
LAMPREY EXCLUSION COVER ASSEMBLY PARTS LIST
ITEM QTY. DESCRIPTION SHEET
6 1 FRAME WELDMENT M-502
7 1 FLAT SCREENED PANEL M-503
8 1 FLAT PANEL M-503
9 1 TOP COVER M-504
10 1 BOTTOM COVER M-504
11 64 .25-20 X 1.00 SS FHCS
12 4 .375-16 X .75 SS BHCS
13 8 .375-16 X 1.25 SS HCS
14 16 .375 SS FLAT WASHER
15 8 .375-16 SS NYLOC HEX NUT
F15
ISOMETRIC DETAIL: BRACE CONNECTION
1"=1" FULL SIZESCALE:
B15
SECTION: TYP FHCS COVER CONNCTIONS
1"=1" FULL SIZESCALE:
B9
SECTION: BRACE CONNECTION TYP
1"=1" FULL SIZESCALE:
A1
FRONT VIEW: LAMPREY EXCLUSION COVER ASSEMBLY
3/4"=1'-0"SCALE:
F1
EXPLODED ISOMETRIC: LAMPREY EXCLUSION COVER ASSEMBLY
3/4"=1'-0"SCALE:
MORE DENSE THAT SHOWN BY HATCH.
WEDGE SCREEN MORE CLEARLY. THE ACTUAL WEDGE SCREEN WILL BE
WEDGE SCREEN SHOWN USES A HATCH TO GRAPHICALLY REPRESENT THE 1.
GENERAL NOTES
0 1" 2"1/2" 0 1" 2"1/2"
0 1" 2"1/2"2'0 1' 4'
2'0 1' 4'
3"0 6"1-1/2"
B15
B9
WELDING
EACH HOLE BEFORE AND AFTER
FLATNESS AND LOCATION OF
M-501 AS TEMPLATE TO ENSURE
USE 6 & 7 FROM SHEET
THE ALIGNMENT OF PARTS
AND SLOTS TO EASE IN
DXF FILE INCLUDES TABS
USE 17 & 18 TO CHECK PROPER PROFILE IN 16
3/16" PLATE
CASE - DECEMBER 2023
HARBOR LOCK AND DAM UNIT 4 SCROLL
BASED OFF OF SCAN DATA OF ICE
PROFILE GIVEN IN SUPPLIED .DXF FILE
3/16" PLATE
2X Ø 5/8" THRU ALL2X Ø 5/8" THRU ALL
18X Ø 7/16" THRU ALL
8X Ø 3/4" THRU
A L
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
P R
O T
O T
Y P
E
P O
W E
R H
O U
S E
U N
IT
S C
R O
L L
C A
S E
C O
O L
IN
G
W A
T E
R
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H N
G T
O N
A N
D I
D A
H O
IC
E
H A
R B
O R
L O
C K
A N
D D
A M
W
E F
Q
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
T A
IL
S
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
M E
C H
A N
IC
A
L
M-502
N B
A K
K E
B
M C
N
-1 -3
-2 /1
M
C L
E
P
D
:4
:5
A
M
/2 /2
H L a M
-5 X
X X
.d g n
U
R
/1
.4
R
/1
.4
/1
.3
R
/1
.2
/1
.9
/1
.0
R
/1
.8
/1
.4
/1
.3
R
/1
.7
/1
.6
/1
.3
R
/1
.0
R
/1
.9
R
/1
.1
R
/1
.5
R
/1
CL
3/16 2-4
3/16 2-4
UP 90° R 3/16"
FRAME WELDMENT CUT LIST
ITEM QTY. DESCRIPTION MATERIAL
WEIGHT
(LBS)
MATERIAL TYPE SHEET
16 1 FRAME WELDMENT - PLATE 1 AISI 304L SS 43.3 3/16" PLATE M-502
17 1 FRAME WELDMENT - PLATE 2 AISI 304L SS 19.7 3/16" PLATE M-502
18 1 FRAME WELDMENT - PLATE 3 AISI 304L SS 19.7 3/16" PLATE M-502
19 64 .25-20 SS WELD NUT AISI 304L SS 0.0
M-502
WELD PER WELD
NUT MANUFACTURERS
RECOMENDATION
18 SAME EXCEPT BEND DOWN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T A
S K
O R
D E
R N
O
GENERAL NOTES
THE FINAL PART TO SHAPE WITHIN TOLERANCES.
IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE FILE TO BRING
DRAWINGS AS SHOWN. BEND ALLOWANCE CAN BE ADDED UPON REQUEST. IT
.DXF FILES AVAILABLE UPON REQUEST. NO BEND ALLOWANCE IS INCLUDED IN 2.
PLASMA. CUT TOLERANCE SHOULD ±.01" FROM CUT FILE.
ALL PLATE FLAT PATTERNS ARE CNC CUT WITH WATERJET, LASER, OF HD 1.
A12
FRAME WELDMENT SECTION SHOWING PROFILE
1 1/2"=1'-0"SCALE:
D12
FRAME WELDMENT END SECTION
6"=1'-0"SCALE:
H12
TYP TAB DETAIL ON FRAME WELDMENT - PLATE 1
6"=1'-0"SCALE:
A2
FRAME WELDMENT - PLATE 2 (PLATE 3 IS THE SAME EXCEPT BEND DOWN)
1 1/2"=1'-0"SCALE:
D2
FRAME WELDMENT - PLATE 1 - FLAT PATTERN
1 1/2"=1'-0"SCALE:
J2
FRAME WELDMENT
1 1/2"=1'-0"SCALE: 1' 2'0 6"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
3"0 6"1-1/2"
3"0 6"1-1/2"
D12
A12
H12
OF THE WEDGE WIRES
HATCH INDICATES DIRECTION
.6
18.063
Ø .58 X 82°
23X Ø .30 THRU ALL
3/8-16UNC THRU ALL
Ø 5/16" THRU ALL 5/16" PLATE
LINE DIRECTION
SHOULD MATCH HATCH
WEDGE WIRE ORIENTION.
WEDGE WIRES
BACKER
REQUIREMENTS ARE HELD.
AS LONG AS STRENGTH AND GEOMETRIC
SHAPE ARE SUBJECT TO SUPPLIERS EXPERTISE
AND "W" MUST BE HELD. BACKER SHAPE AND V
OF WEDGE WIRE SCREENS. DIMENSIONS "A", "H",
THIS DETAIL SHOWS SALIENT CHARACTERISTICS
H
.3
M
A X
W=0.09 A=0.069
3/16" PLATE
Ø .58 X 82°
23X Ø .30 THRU ALL
3/8-16UNC THRU ALL
Ø 5/16" THRU ALL
A L
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
P R
O T
O T
Y P
E
P O
W E
R H
O U
S E
U N
IT
S C
R O
L L
C A
S E
C O
O L
IN
G
W A
T E
R
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H N
G T
O N
A N
D I
D A
H O
IC
E
H A
R B
O R
L O
C K
A N
D D
A M
W
E F
Q
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
T A
IL
S
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
M E
C H
A N
IC
A
L
M-503
N B
A K
K E
B
M C
N
-1 -3
-2 /1
M
C L
E
P
D
:4
:1
A
M
/2 /2
H L a M
-5 X
X X
.d g n
20 21 21
WELD PER WEDGE
SCREEN SUPPLIERS
RECOMMENDATION TYP
SCREENED PANEL - WELDMENT CUT LIST
ITEM QTY. DESCRIPTION MATERIAL
WEIGHT
(LBS)
MATERIAL TYPE SHEET
20 1 FLAT SCREENED PANEL - PLATE 1 AISI 304L SS 30.1 5/16" PLATE M-503
21 2 WEDGE SCREEN PANEL - 1 AISI 304L SS CUSTOM WEDGE SCREEN M-503
FLAT PANEL CUT LIST
ITEM QTY. DESCRIPTION MATERIAL
WEIGHT
(LBS)
MATERIAL TYPE SHEET
8 1 FLAT PANEL AISI 304L SS 61.0 3/16" PLATE M-503
WALL
SCROLL CASE CENTER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T A
S K
O R
D E
R N
O
A16
SECTION: WEDGE WIRE
1"=1" FULL SIZESCALE:
A11
DETAIL: WEDGE WIRE
1"=1" FULL SIZESCALE:
A2
FLAT SCREENED PANEL - PLATE 1
1 1/2"=1'-0"SCALE:
F2
WEDGE SCREEN PANEL - 1
1 1/2"=1'-0"SCALE:
K2
FLAT SCREENED PANEL WELDMENT
1 1/2"=1'-0"SCALE:
G11
FLAT PANEL - PLATE 1
1 1/2"=1'-0"SCALE:
THE FINAL PART TO SHAPE WITHIN TOLERANCES.
IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE FILE TO BRING
DRAWINGS AS SHOWN. BEND ALLOWANCE CAN BE ADDED UPON REQUEST. IT
.DXF FILES AVAILABLE UPON REQUEST. NO BEND ALLOWANCE IS INCLUDED IN 2.
PLASMA. CUT TOLERANCE SHOULD ±.01" FROM CUT FILE.
ALL PLATE FLAT PATTERNS ARE CNC CUT WITH WATERJET, LASER, OF HD 1.
GENERAL NOTES
A16
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
A11
WIRE SCREEN - 1 ON THE FLAT SCREENED PANEL.
THE SAME PRODUCT AS PROVIDED FOR WEDGE
DETAILS ON THE WEDGE WIRE SCREEN. SHOULD BE
USE DETAILS A11 AND A16 FROM SHEET M-503 FOR
3/8-16UNC THRU ALL
Ø 5/16" THRU ALL
Ø 0.58 X 82°w
9X 0.30 THRU ALL
OF THE WEDGE WIRES
HATCH INDICATES DIRECTION
5/16" PLATE
3/16" PLATE
Ø 1"
Ø 1 3/4" Ø 1 3/4"Ø 7/16" X 15/16" R 1/2"
A L
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
P R
O T
O T
Y P
E
P O
W E
R H
O U
S E
U N
IT
S C
R O
L L
C A
S E
C O
O L
IN
G
W A
T E
R
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H N
G T
O N
A N
D I
D A
H O
IC
E
H A
R B
O R
L O
C K
A N
D D
A M
W
E F
Q
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
T A
IL
S
L A
M P
R E
Y E
X C
L U
S
IO
N C
O V
E R
M E
C H
A N
IC
A
L
M-504
N B
A K
K E
B
M C
N
-1 -3
-2 /1
M
C L
E
P
D
:4
:4
A
M
/2 /2
H L a M
-5 X
X X
.d g n
41"
/4
1 1/2" 3" 6"0
1 1/2" 3" 6"0
6" 1' 0" 2' 0"0 3" 6" 1' 0"0
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
23 23
DOWN 28° R 3/16"
PROFILE PROVIDED IN DXF FILE
R
/1
RECOMMENDATION TYP
SCREEN SUPPLIERS
WELD PER WEDGE
3/16
3/16
TYP ALL BRACKETS
TOP COVER WELDMENT CUT LIST - BOTTOM COVER IS A MIRROR COPY AND USES THE SAME
WEDGE SCREEN
ITEM QTY. DESCRIPTION MATERIAL WEIGHT (LBS) MATERIAL TYPE SHEET
22 1 TOP COVER - PLATE 1 AISI 304L SS 41.5 5/16" PLATE M-504
23 2 TOP COVER - PLATE 2 AISI 304L SS 1.0 3/16" PLATE M-504
24 1 WEDGE WIRE SCREEN - 2 AISI 304L SS CUSTOM WEDGE SCREEN M-504
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T A
S K
O R
D E
R N
O
WELDING.
USING THE HOLES IN THE SIDES OF THE FRAME WELDMENT BEFORE
COVER TO THE FRAME WELDMENT AND BOLTING THE BRACKETS IN PLACE
PLACEMENT OF BRACKETS IS DETERMINED BY ASSEMBLING TOP OR BOTTOM 3.
THE FINAL PART TO SHAPE WITHIN TOLERANCES.
IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE FILE TO BRING
DRAWINGS AS SHOWN. BEND ALLOWANCE CAN BE ADDED UPON REQUEST. IT
.DXF FILES AVAILABLE UPON REQUEST. NO BEND ALLOWANCE IS INCLUDED IN 2.
PLASMA. CUT TOLERANCE SHOULD ±.01" FROM CUT FILE.
ALL PLATE FLAT PATTERNS ARE CNC CUT WITH WATERJET, LASER, OR HD 1.
GENERAL NOTES
A13
WEDGE WIRE SCREEN - 2
1 1/2"=1'-0"SCALE:
E13
TOP COVER BRACKET WELD DETAIL
6"=1'-0"SCALE:
A8
TOP COVER - PLATE 2 PROFILE
3"=1'-0"SCALE:
A2
COVER SAME EXCEPT BEND DOWN
TOP COVER - PLATE 2 (SHOWN) - BOTTOM
6"=1'-0"SCALE:
F2
TOP COVER - PLATE 1 (SHOWN) - BOTTOM COVER SAME EXCEPT BEND UP
1 1/2"=1'-0"SCALE:
K2
TOP COVER WELDMENT (SHOWN) - BOTTOM COVER WELDMENT IS A MIRROR COPY
1 1/2"=1'-0"SCALE:
SEE NOTE 3 SEE NOTE 3
E13
| HL488347aG-001XXX |
| HL488347aG-101XXX |
| HL488347aG-901XXX |
| HL488347aM-101XXX |
| HL488347aM-301XXX |
| HL488347aM-501XXX |
| HL488347aM-502XXX |
| HL488347aM-503XXX |
| HL488347aM-504XXX |
| 2024-04-01T16:39:16-0700 | |
| RENSHAW.KEVIN.M.1230505310 |
| 2024-04-02T08:18:09-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2024-04-02T09:11:08-0700 | |
| FICHERA.DANIELLE.A.1177863110 |
File details come from the government source that posted it. Updated .