McNary Powerhouse Trash Rack Fabrication Plans - Attachment 2.pdf
PDF 18 MB Posted
- Attached to
- McNary Trash Rack Fabrication - 1 Set Federal contract opportunity
- Solicitation number
- W912EF24B0005
About this file
This document provides details on a federal contract opportunity for fabrication of trash rack plans and sets for the McNary Powerhouse. The U.S. Army Corps of Engineers Engineering District Walla Walla is soliciting bids under solicitation number W912EF24B0005 to procure one set of fabricated trash racks for the McNary Powerhouse. The solicitation seeks fabrication and delivery of one complete set of trash racks based on the design plans and specifications in the attached 18MB PDF file. Bids are due by the response date listed on the solicitation. The agency intends to award a firm-fixed-price contract and all mandatory federal flow-downs and clauses apply.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| McNary Powerhouse Trash Rack Fabrication - Abstract of Offers rev 1.pdf | ||
| McNary Powerhouse Trash Rack Fabrication Amendment 0001.pdf | ||
| Justification and Approval - MNA Trash Racks - Paint Ingredients - Redacted.pdf | ||
| McNary Powerhouse Trash Rack Fabrication Plans - Attachment 2.pdf | ||
| McNary Powerhouse Trash Rack Fabrication Tech Specs - Attachment 1.pdf | ||
| McNary Powerhouse Trash Rack Fabrication Solicitation.pdf |
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Text version
SUB -STATION
SHORE FISHWAY
WASHINGTON
RIGHT ABUTMENT
NAVIGATION LOCK
NORTH NON-OVERFLOW
P O W E R H O U S E
WITH LIGHT
CONC. PILLAR
RAMP
BOAT
RAMP
BOAT
FISH COUNTING STATION
WELL NO. 2
LEFT ABUTMENT
FISHWAY
OREGON SHORE
SOUTH NON-OVERFLOW
PUMPHOUSE
FISH FACILITIES
JUVENILE
C.B.L.
DOCK
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WALLA WALLA DISTRICT
TRASH RACK FABRICATION II
POWERHOUSE
COLUMBIA RIVER OREGON AND WASHINGTON
MCNARY LOCK AND DAM
W912EF24B0005
OCTOBER 2023
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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 ENGINEERING & CONSTRUCTION DIVISION
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF STRUCTURAL DESIGN SECTION
JULIO MORELOS, P.E.
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A1
SCALE: NTS
G1
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ISOMETRIC: TRASHRACK INTERMEDIATE
ISOMETRIC: TRASHRACK BOTTOM SECTION
A9
SCALE: NTS
DETAIL: TRASHRACK ALIGNMENT
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PLATES (TYP)
END OF ALL WELDED
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PLATES (TYP)
END OF ALL WELDED
WRAP-WELD AROUND
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THE CONTACTING SURFACES
OF THE BEARING SHOES SHALL
BE PARALLEL WITHIN 1/8" AND
SHALL NOT VARY FROM A
STRAIGHT LINE BY MORE THAN ± 1/16"
OUTER GUIDE BAR EDGES SHALL NOT VARY FROM A
PERPENDICULAR WITH THE TOP OR BOTTOM EDGES
BY MORE THAN 1/16" AND SHALL NOT VARY FROM A
STRAIGHT LINE BY MORE THAN ±1/16"
TOP AND BOTTOM EDGES SHALL BE PARALLEL
WITHIN 1/8" AND SHALL NOT VARY FROM A
STRAIGHT LINE BY MORE THAN ±1/16"
NEAR END
FAR END
CONTROL DIMENSIONS (± 1/16" TOLERANCE, UNO)
COMPONENT
1.0 STRUCTURAL STEEL
2.0 DESIGN STANDARDS
3.0 QUANTITY
21' - 1"
(BEARING SHOE NOT INCLUDED)
OF END DIAPHRAGMS
OUTSIDE TO OUTSIDE
(BEARING SHOE NOT INCLUDED)
OUTSIDE OF END DIAPHRAGM
OUTSIDE OF DS FLANGE TO
1' - 8 1/2"
12' - 6 11/16"
CENTER OF LIFTING PINS18' - 0"
12' - 5"
13' - 0"
(± 1/32" TOLERANCE)
AND ALIGNING WELDMENT
CENTER OF ALIGNING PINS
BOTTOM OF LOWER US & DS FLANGE
TOP OF UPPER US & DS FLANGE TO
AWS D1.1 - 20202.2
AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION2.1
SEE SPECIFICATION SECTION (05 50 06.00 28 28)
CONTROL DIMENSIONS CHART
BOTTOM TRASHRACK
INTERMEDIATE TRASHRACK
TRASHRACK
INTERMEDIATE
TRASHRACK
BOTTOM
GUIDE SLOT
GUIDE SLOT
21' - 3"
1' - 9 1/2"
GENERAL STRUCTURAL NOTESABBREVIATIONS
MEASURED NORTH TO SOUTH
OVERALL WIDTH OF GUIDE SLOT
MEASURED U/S TO D/S
OVERALL DEPTH OF GUIDE SLOT
VERIFY IN FIELDVIF
UNLESS NOTED OTHERWISEUNO
TYPICALTYP
THREADTHD
SYMMETRICALSYMM
REFERENCEREF
NOT TO SCALENTS
UPSTREAMU/S
PLACESPLCS
PLATEPL
ON CENTEROC
INTERMEDIATEINT
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
DIAPHRAGMDIAPH
DIAMETERDIA
CENTERLINECL
CENTER OF GRAVITYCG
CENTER TO CENTERCC
BOTTOMBOT
SHEET
S-203
S-202
S-202
S-203
S-502
S-502
VARIES9 TRASHRACK ALIGNMENT DIMENSIONS A5/S-001
TRASHRACK
INTERMEDIATE AND BOTTOM
S-203
S-202
BOTTOM TRASHRACK
INTERMEDIATE TRASHRACK
S-203
S-202
BOTTOM TRASHRACK
INTERMEDIATE TRASHRACK
S-203
S-202
BOTTOM TRASHRACK
INTERMEDIATE TRASHRACK
TOP OF UPPER US FLANGE TO BOTTOM OF LOWER US FLANGE
S-203TOP OF UPPER DS FLANGE TO BOTTOM OF LOWER DS FLANGE12' - 5"
FRONT VIEW REAR VIEW
FRONT VIEW REAR VIEW
1.16 MATERIALS GIVEN IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THOSE SHOWN IN THE DRAWINGS.
POSITION.
SECTION 05 50 06.00 28 FOR APPROVAL PRIOR TO LIFTING THE TRASH RACK ASSEMBLY FROM HORIZONTAL TO VERTICAL
1.15 DO NOT WELD ANY LIFTING DEVICES TO THE TRASH RACKS. SUBMIT TRASH RACK HANDLING PLAN PER SPECIFICATION
WITHIN THIS PACKAGE.
1.14 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY AND/OR MAY NOT BE TO SCALE IN CERTAIN VIEWS
1.13 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED UNLESS NOTED OTHERWISE WITHOUT GOVERNMENT APPROVAL.
1.12 ALL BOLT HOLES ARE TO BE STANDARD SIZE UNLESS NOTED OTHERWISE.
PAINTING, SEE SPECIFICATION SECTION 05 50 06.00 28.
BE WRAPPED. PROVIDE SEAL WELDS FOR ALL WELDED COMPONENTS TO ENSURE WATER TIGHTNESS PRIOR TO
WELD SIZE PER AWS D1.1 AND WELD WRAP DETAIL BELOW. MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO
1.11 WRAP ALL WELDS USING THE REQUIRED WELD SIZES SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING
SPECIFICATION SECTION 09 97 02.00 28.
CONTRACTORS ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION MUST BE CERTIFIED PER
SYSTEM 5-E-Z FOR ALL TRASHRACK COMPONENTS IN ACCORDANCE WITH THE SPECIFICATIONS. ALL PAINTING
1.10 CONFORM PAINTING FOR TRASHRACKS TO ALL REQUIREMENTS STATED IN SPECIFICATION SECTION 09 97 02.00 28. USE
RADIUS UNLESS NOTED OTHERWISE.
1.9 BREAK ALL EDGES TO A 1/16" RADIUS UNLESS NOTED OTHERWISE. BREAK ALL EDGES OF ALL DRAIN HOLES TO A 1/8"
DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT APPROVAL.
IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF THE SHOP
1.8 PROVIDE ANY IDENTIFIED MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM
1.7 CONFORM ALL WELDING TO REQUIREMENTS OF AWS D1.1-2020 AS STATED IN SPECIFICATION SECTION 05 05 23.16 28.
SEE SPECIFICATION SECTION 05 50 06.00 28.
LOCKER. THREADS FOR PINS AND NUTS SHALL BE UNC, SIZED AS INDICATED.
50KSI MINIMUM YIELD STRENGTH. NUTS SHALL BE ASTM A563, GRADE A, HEAVY HEX. PROVIDE ADHESIVE THREAD
1.6 LIFTING PINS SHALL BE ASTM A193 GRADE B7, 50KSI MINIMUM YIELD STRENGTH. ALIGNMENT PINS SHALL BE ASTM A108, SEE SPECIFICATION SECTION 05 50 06.00 28.
FULLY PRETENSIONED CONNECTIONS.
FAYING SURFACES OF THE BOLTED CONNECTION SHALL BE PAINTED WITH THE PRIMER COAT ONLY TO ALLOW FOR
HEX GRADE A. WASHERS SHALL BE ASTM F436 TYPE 1. BOLTED CONNECTIONS SHALL BE PRETENSIONED PER RCSC. ALL
1.5 UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM F3125 GRADE A325 TYPE 1, NUTS SHALL BE ASTM A593 HEAVY
SEE SPECIFICATION SECTION 05 50 06.00 28.
1.4 UNLESS OTHERWISE NOTED, ALL W-SHAPE MEMBERS SHALL BE ASTM A992.
SEE SPECIFICATION SECTION 05 50 06.00 28.
1.3 UNLESS OTHERWISE NOTED, ALL CHANNEL MEMBERS SHALL BE ASTM A36.
AND ALIGNING WELDMENT, SHALL BE ASTM A572 WITH A 50 KSI YIELD. SEE SPECIFICATION SECTIO 05 50 06.00 28.
1.2 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE TRASHRACKS, LIFTING BRACKET, 05 50 06.00 28.
SUBMIT THE CLOUDED SHOP DRAWINGS FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION
DIMENSIONS, CONTRACTOR SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES.
A MINIMUM 15 DAY NOTICE PRIOR TO FIELD VERIFICATION OF CONTROL DIMENSIONS. AFTER VERIFICATION OF
THE ENGINEER OF RECORD (EOR) SHALL BE PRESENT DURING THE VERIFICATION OF CONTROL DIMENSIONS. PROVIDE
FABRICATION. THE CONTRACTING OFFICER REPRESENTATIVE (COR), QUALITY ASSURANCE REPRESENTATIVE (QAR), OR
INTERMEDIATE AND ONE (1) BOTTOM TRASHRACKS PRIOR TO DEVELOPING SHOP DRAWINGS AND BEGINNING
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, INCLUDING CONTROL DIMENSIONS, FOR SEVEN (7)
1.1 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT AND FABRICATION DRAWINGS.
WELD WRAP DETAIL
ONE (1) COMPLETE SET CONSISTS OF SEVEN (7) INTERMEDIATE RACKS AND ONE (1) BOTTOM RACK.
. AND ALL ASSOCIATED PARTSONE (1) SET OF TRASH RACKSCONTRACTOR SHALL FABRICATE 3.1
10'-6"
C1
SCALE: 1/8"=1'
PLAN: TYPICAL POWERHOUSE MAIN UNIT
A9
SCALE: 1/8"=1'
ELEVATION: TRASH RACKS ARRANGEMENT AND LOCATION
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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
7 TOTAL INTERMEDIATE TRASH RACKS
1 TOTAL BOTTOM TRASH RACKS
0 8'4' 16'
0 8'4' 16'
MAX POOL EL 356.5
NORMAL POOL EL 340.0
EL 361.0
EL 232.28 - MAIN UNITS
OPERATING BULKHEAD SLOT
EMERGENCY BULKHEAD SLOT
EL 329.69 - MAIN UNITS
D1
S-202
C1
S-203
/2
/4
13" (TYP)
38 SP @ 6" = 19'-0"
4'-0" (TYP)
C O
N T
R O
L D
IM
E
N S
IO
N
C O
N T
R O
L D
IM
E
N S
IO
N
6 3/4 "
/2
/2
T
Y P
/4
1/2 "
2'-6" (TYP)
1' 6 1/2 "4' 0"5' 0"5' 0"4' 0"1' 6 1/2 "
21' 1" (CONTROL DIMENSION)
21' 1" (CONTROL DIMENSION)
1/2 "
18'-0" CC LIFTING PINS (CONTROL DIMENSION)
2'-6"13'-0" CC ALIGNING PINS & ALIGNING WELDMENT (CONTROL DIMENSION)2'-6"
/2
1'-11"
1'-8 1/2 "
10 1/4 "
4'-0"
1'-6" 1/2 "
4'-0"
1'-6"
/8
N
O T
E
/8
/8
5 1/4 "
6 3/4 "
5 1/4 "
A1
SCALE: 1/2" = 1'
BOTTOM VIEW: TRASH RACK TOP AND INTERMEDIATE SECTIONS
D1
SCALE: 1/2" = 1'
ELEVATION: TRASH RACK TOP AND INTERMEDIATE SECTIONS
L1
SCALE: 1/2" = 1'
TOP VIEW: TRASH RACK TOP AND INTERMEDIATE SECTIONS
D11
SIDE VIEW
SCALE: 1/2" = 1'
J U
L
IO
M O
R E
L O
S P
P A
N D
I N
T E
R M
E D
IA
T
E T
R A
S H
R A
C K
S
S-202
G
IG
L
E S
IA
S
B M
A S
P -1
-5 -8
H
O U
C
S I
D
F
IN
A L
T R
A S
H R
A C
K F
A B
R
IC
A T
IO
N
I I
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
O C
T O
B E
R
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
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:0
A
M
/4
/2
M N a
\M
N a S
-2 X
X X
.d g n
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
(2 PLACES)
WELDMENT
ALIGNING
TO MATCH HOLE SIZES SEEN ON ALIGNING WELDMENT.
FOR HOLE DIMENSIONS SEE S-501. HOLE DIMENSIONS
BRACKET (TYP 2 PLACES)
HOLE TO CLEAR LIFTING
(2 PLACES)
ALIGNING PIN
BEARING SHOE
(14 PLACES)
E6/S-502
R1" (VIF)
GENERAL NOTES
0 2' 4'1'
CONSISTS OF SEVEN (7) INTERMEDIATE RACKS AND ONE (1) BOTTOM RACK.
OF TRASH RACKS DIMENSIONS PRIOR TO FABRICATION. ONE COMPLETE SET
GUIDE SLOTS DIMENSIONS FROM THE DECK AS WELL AS ONE COMPLETE SET
WITH THE EXISTING TRASH RACKS. CONTRACTOR SHALL FIELD VERIFY
1. THE NEW TRASH RACK ALIGNING PINS AND LIFTING BRACKETS SHALL ALIGN
0 2' 4'1'S-201
REF
0 2' 4'1'
0 2' 4'1'
LIFTING BRACKET
ALIGNING PIN HOLE AND ALIGNING CASTING BOLT HOLES
LIFTING PIN
LOCATION
(2 PLACES)
C G
(NOTE 1)
(C O
N T
R O
L
D
IM
E N
S
IO
N
C L DIAPH C L DIAPH C L DIAPH C L DIAPH C L DIAPH
U/S FLG
D/S FLG (TYP 5 PLACES)
INT DIAPH
BAR
WEB
(TYP 2 PLACES)
END DIAPH
WEB OF
GIRDER 1
(CONTROL
DIMENSION)
E6/S-502
BEARING SHOE
E6/S-502
BEARING SHOE
WEB OF
GIRDER 2
WEB OF
GIRDER 3
WEB OF
GIRDER 4
WEB OF
GIRDER 5
A1
S-501
S-501
J1
S-502
J1S-501
A15
D11
A15
S-501
A1
S-301
A1
S-502
A7
A13
S-502
A1
S-302
/2
/1
C O
N T
R O
L D
IM
E
N S
IO
N
C O
N T
R O
L D
IM
E
N S
IO
N
/4
6 3/4 "
38 SP @ 6" = 19'-0"
/2
21' 1" (CONTROL DIMENSION)
/4
1' 6 1/2 "4' 0"5' 0"5' 0"4' 0"1' 6 1/2 "
1/2 "
21'-1" (CONTROL DIMENSION)
10 1/4 "
1'-11"
1'-8 1/2 "
/2
2'-6"13'-0" CC ALIGNING PINS & ALIGNING WELDMENT (CONTROL DIMENSION)2'-6"
18'-0" CC LIFTING PINS (CONTROL DIMENSION)
4'-0"
1'-6"
4'-0"
1'-6" 1/2 "
/8
/8
5 1/4 "
/1
C O
N T
R O
L D
IM
E
N S
IO
N
/8
6 3/4 "
5 1/4 "
L1
SCALE: 1/2" = 1'
C1
SCALE: 1/2" = 1'
ELEVATION: TRASH RACK BOTTOM SECTION
TOP VIEW: TRASH RACK BOTTOM SECTION
C11
SIDE VIEW
SCALE: 1/2" = 1'
J U
L
IO
M O
R E
L O
S P
B
T T
O M
T R
A S
H R
A C
K
S-203
G
IG
L E
S
IA
S
B M
A S
P -1
-5 -8
H
O U
C
S I
D
F
IN
A L
T R
A S
H R
A C
K F
A B
R
IC
A T
IO
N
I I
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
O C
T O
B E
R
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
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:1
A
M
/4
/2
M N a
\M
N a S
-2 X
X X
.d g n
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
ALIGNING PIN
BEARING SHOE
(14 PLACES)
NOTE 2
GENERAL NOTES
0 2' 4'1'
0 2' 4'1' 0 2' 4'1'S-201
REF
CONSISTS OF SEVEN (7) INTERMEDIATE RACKS AND ONE (1) BOTTOM RACK.
OF TRASH RACKS DIMENSIONS PRIOR TO FABRICATION. ONE COMPLETE SET
GUIDE SLOTS DIMENSIONS FROM THE DECK AS WELL AS ONE COMPLETE SET
WITH THE EXISTING TRASH RACKS. CONTRACTOR SHALL FIELD VERIFY
1. THE NEW TRASH RACK ALIGNING PINS AND LIFTING BRACKETS SHALL ALIGN
LIFTING BRACKET
(2 PLACES)
C G
LIFTING PIN
LOCATION
(2 PLACES)
(NOTE 1)
(C O
N T
R O
L
D
IM
E N
S
IO
N
(CONTROL
DIMENSION)
C L DIAPHC L DIAPHC L DIAPHC L DIAPHC L DIAPH
(TYP 2 PLACES)
END DIAPH (TYP 5 PLACES)
INT DIAPH
BARU/S FLG
D/S FLG WEB
E6/S-502
BEARING SHOE
E6/S-502
BEARING SHOE
WEB OF
GIRDER 5
WEB OF
GIRDER 4
WEB OF
GIRDER 3
WEB OF
GIRDER 2
WEB OF
GIRDER 1
A1
S-501 S-501
J1
S-502
J1
S-502
A7
A13
S-502
C11
A10
S-302
S-301
1'-5 1/4 " (TYP)
7 1/4 "
1' 11"
/2
5/8 " 5/8 "
5/8 "
1 3/8 "
/2
5/8 "
7 1/4 "
/2
5/8 " 5/8 "
/2
/2
5/8 "
1 3/8 "
/2
5/8 "
3"
1 3/8 "
18 3/4 "
20"3" 20"3"
1 3/8 "1 3/8 "1 3/8 "
/1
1' 11"
3"
1' 6 3/4 "
/2 "2
/4
1 3/8 "
7 1/4 "
/2 "2
/4
1 3/8 "
/4
/4
A1
SCALE: 3" = 1'
A9
SCALE: 3" = 1'
SECTION: TRASH RACK TOP AND INTERMEDIATE ALIGNING PIN SECTION: TRASH RACK BOTTOM AND INTERMEDIATE ALIGNING PIN
J U
L
IO
M O
R E
L O
S P
C T
IO
N
S
T R
A S
H R
A C
K
S-301
G
IG
L
E S
IA
S
B
M A
S
P -1
-5 -8
J.
O U
C
S I
D
F
IN
A L
T R
A S
H R
A C
K F
A B
R
IC
A T
IO
N
I I
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
O C
T O
B E
R
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
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:3
A
M
/4
/2
M N a
\M
N a S
-3
X
X X
.d g n
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
6"0 3" 1' 6"0 3" 1'S-203
REF
S-202
REF
3"x1/2" BAR
3"x1/2" BAR
TYP
3/8
3/8
3/8
3/8
TYP
3/8
13.65
1/4
TYP
1/4
TYP
WEB OF
GIRDER 1
WEB OF
GIRDERS 2-4
WEB OF
GIRDER 5
C3X6 C3X6
3/8
TYP DIAPH
TO WEB1/4
TYP DIAPH
TO WEB
1/4
TYP
1/4
TYP
3/8
3/8
TYP
ALIGNING WELDMENT
TYP
3/16
1/4
1/2" THICK (TYPICAL)
VERTICAL DIAPHRAGM BEYOND,
TYP
3/8
TYP
1/4
1/2" THICK (TYP)
VERTICAL DIAPHRAGM BEYOND,
1/2" THICK (TYP)
VERTICAL DIAPHRAGM BEYOND,
1/2" THICK (TYP)
VERTICAL DIAPHRAGM BEYOND,
ALIGNING WELDMENT
TYP
TYP
1/4
TYP
HOLE, TYP
1 1/2" ACCESS
HOLE, TYP
1 1/2" ACCESS
1 1/2" ACCESS HOLE
TO MATCH SLOPE
CHAMFER FLANGE
3/4" ACCESS HOLE
3/4" ACCESS HOLE
1 1/2" ACCESS HOLE
3/4" ACCESS HOLE
1 1/2" ACCESS HOLE
(S-202 NOTE 1)
(T Y
P
(TYP)
(T Y
P
(T Y
P
(T Y
P
(S-202 NOTE 1)
(TYP)
WEB OF
GIRDER 1
WEB OF
GIRDERS 2-4
WEB OF
GIRDER 5
(T Y
P
(T Y
P
(TYP)
(T Y
P )(T
Y P
(TYP)
(T Y
P
(T Y
P
(T Y
P
(T Y
P
(S-203 NOTE 1)
(T Y
P
(T Y
P
SEAL WELD AROUND.
AT CHANNEL LOCATION.
FROM FLANGE TO WEB
OMIT BOTTOM WELD
TYP
3/16
SEAL WELD AROUND.
AT CHANNEL LOCATION.
FROM FLANGE TO WEB
OMIT BOTTOM WELD
TYP
3/8
SLOPE
S-501
A15
A7
S-502
A7
S-502
7 1/4 "
/2
/2
1 3/8 "
/4
3"
/2
1 3/8 "
/2
1 3/8 "
/4
3" 7 1/4 "
/2
5/8 "
/2
5/8 " 1 3/8 "
5/8 "
/2
5/8 "18 3/4 "
20"3"
5/8 " 5/8 "18 3/4 "
20"3"
5/8 "
/1
1 3/8 "
/2
/2
5/8 "
/2
/2
1'-11" 1'-11"
/4
/4
/4
/2
/4
/4
/2
/4
A1
SCALE: 3" = 1'
A10
SCALE: 3" = 1'
SECTION: TRASH RACK TOP AND INTERMEDIATE LIFTING BRACKET SECTION SECTION: TRASH RACK BOTTOM LIFTING BRACKET SECTION
J U
L
IO
M O
R E
L O
S P
L
IF
T
IN
G B
R A
C K
E T
S E
C T
IO
N
S-302
G
IG
L E
S
IA
S
B M
A S
P -1
-5 -8
/3
H
O U
C
S I
D
F
IN
A L
T R
A S
H R
A C
K F
A B
R
IC
A T
IO
N
I I
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
O C
T O
B E
R
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
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:4
A
M
/4
/2
M N a
\M
N a S
-3 X
X X
.d g n
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
1/2"x9" TIE BAR
1/2"x9" TIE BAR
SEAL WELD
1/2"x9" TIE BAR
1/2"x9" TIE BAR
6"0 3" 1' 6"0 3" 1'S-203
REF
S-202
REF
GENERAL NOTES
THE LIFTING BRACKET TERMINATES AT THE TOP OF GIRDER 5.
FOR BOTTOM TRASH RACKS, THE VERTICAL DIAPHRAGM LOCATED BENEATH 2.
BENEATH THE LIFTING BRACKET TERMINATES AT THE TOP OF GIRDER 4.
1. FOR INTERMEDIATE TRASHRACKS, THE VERTICAL DIAPHRAGM LOCATED
3"x1/2" BAR
LIFTING BRACKETLIFTING BRACKET
TYP
3/16
TYP
3/8
3/8
1/4
1/4
3/8
3/8
TYP
1/4
TYP DIAPH
TO WEB
3/8
3/8
TYP
TYP
3/8
3/8
1/4
TYP
3/16
1/4
TYP DIAPH
TO WEB
TYP DIAPH
TO WEB1/4
TYP
3/8
3/8
TYP
3/8
3/8
3"x1/2" BAR
TYP DIAPH
TO WEB
1/2" THICK (TYP), NOTE 1
VERTICAL DIAPHRAGM BEYOND,
1 1/2" ACCESS HOLE, TYP
1 1/2" ACCESS HOLE, TYP
1 1/2" ACCESS HOLE, TYP
LIFTING BRACKET
OPENING FOR
1/2" THICK (TYP), NOTE 2
VERTICAL DIAPHRAGM BEYOND,
WEB OF
GIRDER 5
WEB OF
GIRDER 1
BEARING SHOE
(5 PLACES PER SECTION
ALONG VERTICAL)
BEARING SHOE
(5 PLACES PER SECTION
ALONG VERTICAL)
E6/S-502
BEARING SHOE
E6/S-502
BEARING SHOE
TYP
1/4
TYP
TYP
1/4
3/4" ACCESS HOLE
1 1/2" ACCESS HOLE
13.65
TO MATCH SLOPE
CHAMFER FLANGE
3/4" ACCESS HOLE
1/2" THICK (TYP)
VERTICAL DIAPHRAGM BEYOND,
1 1/2" ACCESS HOLE
CJP
GRIND
FLUSH
WEB OF
GIRDER 1
(T Y
P
(T Y
P
CJP
GRIND
FLUSH
CJP
GRIND
FLUSH
WEB OF
GIRDERS 2-3
WEB OF
GIRDER 4
WEB OF
GIRDER 5
(T Y
P
(T Y
P
(T Y
P
(T Y
P
(T Y
P
(S-202 NOTE 1)
(T Y
P
(T Y
P
WEB OF
GIRDERS 2-4
(T Y
P
(T Y
P
(T Y
P
(T Y
P
(T Y
P
(S-203 NOTE 1)
SLOPE
1/4
TYP DIAPH
TO WEB
TYP DIAPH
TO WEB
CJP
GRIND
FLUSH
CJP
GRIND
FLUSH
CJP
GRIND
FLUSH
CJP
GRIND
FLUSH
CJP
GRIND
FLUSH
(TYP)
A1
S-501
A1
S-501
J1
S-502
J1
7 1/16 " 1/2 "
10"
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| COVER SHEET MN467619aG-001XXX |
| INDES SHEET MN467619aG-002XXX |
| MN467619aS-001XXX |
| MN467619aS-201XXX |
| MN467619aS-202XXX |
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| 2023-10-04T15:23:12-0700 | |
| MORELOS.JULIO.CESAR.III.1129465391 |
| 2023-10-05T07:34:01-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2023-10-05T08:33:36-0700 | |
| WESTON.DWAYNE.M.1231638152 |
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