BON PHI Trashrack DRAFT Plans.pdf
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- Solicitation number
- W9127N25R0020
About this file
These draft plans detail the technical specifications for trash rack replacement at the Bonneville Lock and Dam's First Powerhouse, prepared by the U.S. Army Corps of Engineers Portland District. The comprehensive set of engineering drawings provides precise dimensions, structural details, and installation requirements for 162 new trash racks measuring 22'-1 1/4" long, 1'-7 1/2" wide, and 12' tall, which will replace existing racks originally installed in 1937. The plans include multiple detailed sheets covering geometric dimensioning, alignment, top and bottom sections, lifting pin configurations, and structural notes, with specific technical specifications for fabrication, welding, and installation of the trash rack components across main units and station service units.
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Text version
US Army Corps of Engineers Portland District
BONNEVILLE LOCK AND DAM
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE PORTLAND
FIRST POWERHOUSE
TRASH RACK REPLACEMENT
COLUMBIA RIVER
ACTING CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER:
DATE:
PORTLAND DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
JEREMY S. APPT, P.E., BCGE
LARRY D. CASWELL, JR. P.E., PMP
PATRICK L. DUYCK, P.E.DRAFT
FLOW
Portland District q of Engineers
US Army Corps
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FILE NUMBER CADD FILE NAME TITLE DRAWING NUMBER TITLE
INDEX TO CONTRACT DRAWINGS INDEX TO REFERENCE DRAWINGS
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BDP1.149_S-502XXX
BDP1.149_S-501XXX
BDP1.149_S-101XXX
BDP1.149_S-003XXX
BDP1.149_S-002XXX
BDP1.149_S-001XXX
BDP1.149_S-503XXX.dgn
BDP1.149_S-502XXX.dgn
BDP1.149_S-501XXX.dgn
BDP1.149_S-101XXX.dgn
BDP1.149_S-003XXX.dgn
BDP1.149_S-002XXX.dgn
BDP1.149_S-001XXX.dgn
MAIN TRASH RACKS - MISCELLANEOUS DETAILS
MAIN UNIT TRASH RACK DETAILS - SHEET TWO
MAIN UNIT TRASH RACK DETAILS - SHEET ONE
MAIN UNIT TRASH RACK - TOP & BOTTOM SECTIONS
TRASH RACK GEOMETRIC DIMENSIONING AND TOLERANCING - SHEET ONE
MAIN UNIT TRASH RACK ALIGNMENT AND SLOT ARRANGEMENT
STRUCTURAL NOTES, ABBREVIATIONS, LOAD DIAGRAM, CRITICAL DIMENSIONS, & GENERAL ARRANGEMENTS
G-003
G-002
G-001
BDP1.149_G-003XXX
BDP1.149_G-002XXX
BDP1.149_G-001XXX
BDP1.149_G-000XXX
BDP1.149_G-003XXX.dgn
BDP1.149_G-002XXX.dgn
BDP1.149_G-001XXX.dgn
CONTRACTOR STAGING AREA
INDEX TO DRAWINGS
PROJECT LOCATION AND VICINITY MAPS
P-42-13
P-42-11
P-42-10
P-41-9
P-11-15
P-11-6
P-11-5
P-10-53
P-5-2
ES-D-173
ES-D-171
ES-A-335/1
BDP-5.59-3-4/11
BDP-5.59-3-4/10
BDP-5.59-3-4/5
BDP-5.59-3-4/2
BDP-5.10-5-1/1
BDF-2-42/0
EMBEDDED STEEL - INTAKE DECK - EL +90.0
EMBEDDED STEEL - GUIDES FOR TRASH SLUICE WIER GATES
EMBEDDED STEEL - TRASH RACK GUIDES
INTAKE PIER NOSES AND GATE SLOTS - OUTLINES
TRASH RACK LIFTING BEAM
STATION SERVICE UNIT TRASH RACKS
MAIN UNIT TRASH RACKS
TRANSVERSE SECTION AT STATION SERVICE UNIT
INTAKE AND PIER NOSES
WELDED TRASH RACK
WELDED TRASH RACKS
TRASH RACK SLOPE AT PIER 10
AUX, A, C-SLOT MAIN LIFTING BEAM ARRANGEMENT
B-SLOT MAIN LIFTING BEAM ARRANGEMENT
480 TON INTAKE GANTRY CRANE GENERAL ARRANGEMENT TOP VIEW
480 TON INTAKE GANTRY CRANE GENERAL ARRANGEMENT
TRASHRACKS - TOP AND BOTTOM
VICINITY AND PROJECT MAPS
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FIRST POWERHOUSE
I-84 EXIT #40
SECOND POWERHOUSE
OFFICE
ADMINISTRATION
PROJECT
WORK AREA
IF THE SPACE ALLOTED AT CONTRACT AWARD IS INSUFFICIENT.
ADDITIONAL SPACE MAY BE PROVIDED BY THE GOVERNMENT
SHARED BETWEEN ALL CONTRACTORS WORKING ONSITE.
2. THE CONTRACTOR STAGING/LAY-DOWN AREAS SHOWN ARE
FOR ONE WORK TRAILER.
1. SPACE AND ELECTRICITY PROVIDED BY GOVERNMENT
SEE NOTE 2
AREA
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EL 72.00 NORMAL POOL
INTAKE
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TOP SECTIONS, 5 PLCS
DIMENSION TOLERANCE
3.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
3.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
3.0 TOLERANCES, UNLESS OTHERWISE NOTED.
GENERAL STRUCTURAL NOTES
S T
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SCALE: NTS
MAIN UNITS GENERAL ARRANGEMENT
4.1 SOME COMPONENTS AND FEATURES MAY NOT BE TO SCALE AND/OR MAY BE OMITTED FOR CLARITY.
4.0 GENERAL NOTES, ALL SHEETS:
T R
A S
H R
A C
K R
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L A
C E
M E
N T
EL 68.00 SLUICE CREST
FOR INSTRUCTIONS TO CONTRACTOR.
SEE SECTION 05 50 06.00 26 PART 3.4 CONTROL DIMENSIONS
CONTROL DIMENSIONS CHART
TRASH RACKS
DURING LIFTING, S-503
END OF FOLDING APRON
BEARING BAR FACE TO
AT REST, S-503
END OF FOLDING APRON
BEARING BAR FACE TO
S-101, S-102, S-103, S-104
OF LIFTING PINS> TO >
S-101, S-102, S-103, S-104
GUIDE BAR FACE
GUIDE BAR FACE TO
S-101, S-102, S-103, S-104
OUTSIDE OF BAR
OUTSIDE OF BEARING BAR TO
S-101, S-102, S-103, S-104
TO GUIDE BAR SURFACES
OUTER EDGE OF BEARING BAR
CONTROL DIMENSIONS
S-101, S-102, S-103, S-104
TO BOTTOM OF RACK
SURFACE OF BENT GUIDE PL
1'-7 1/2"
9'-7 1/2"
21'-7 1/4"
1'-9 3/4"
3"
19'-3"
11 1/4"
2 1/4"
MAIN UNIT TRASH RACK LEAFS STATION SERVICE TRASH RACK LEAFS
1.0 STRUCTURAL STEEL
S-101, S-102, S-103, S-104, S-505
SURFACE OF BENT GUIDE PL
AXES OF LIFTING PINS TO TOP
S-101, S-102, S-103, S-104
BEARING BAR FACE
AXES OF LIFTING PINS TO
6"- 1/4"
+ 0
11 6 5/8"
P
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ABBREVIATIONS
COMPLETE JOINT PENETRATIONCJP
VERTICALVERT
UPSTREAMU/S
TYPICALTYP
SYMMETRICALSYMM
PLACESPLCS
PLATEPL
ON CENTEROC
NOT TO SCALENTS
HORIZONATALHORIZ
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
CENTER OF GRAVITYCG
CENTER TO CENTERCC
CENTERLINE>
1.15 INSTALL SIX SERVICE STATION TRASH RACKS. SEE INFORMATIONAL DRAWINGS AND SPECIFICATIONS.
1.14 FABRICATE AND INSTALL 162 NEW MAIN UNIT TRASH RACKS.
REQUIRED TESTING AS INDICATED BY CONTRACT SPECIFICATIONS.
SHOP AND FINAL AS-BUILT DRAWINGS WELD CALLOUTS MUST INDICATE WELD PROCEDURE SPECIFICATION (WPS) WELD PREPARATION AND ALL 1.13
NO SPLICES ARE ALLOWED, UNLESS NOTED OTHERWISE, WITHOUT GOVERNMENT APPROVAL.1.12
PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION 05 05 23.16 26.1.11
SHEETS S-001 & S-002 ARE FOR ILLUSTRATIVE PURPOSES SEE SPECIFICATIONS FOR REQUIRED NUMBER OF TRASH RACKS.
ALL QUANTITIES INDICATED ON THESE STRUCTURAL DRAWINGS ARE FOR ONE TRASH RACK SECTION. ISOMETRIC AND ELEVATION VIEWS ON 1.10
TOP = 16,250 LBS & INTERMEDIATE = 13,470 LBS & BOTTOM = 13,450 LBSSTATION SERVICE UNIT:
TOP = 13,450 LBS & BOTTOM = 13,700 LBSMAIN UNIT:
THE ESTIMATED DRY WEIGHT OF EACH TRASH RACK LEAF, NOT INCLUDING PAINT AND WELDS:1.9
WRAP ALL WELDS USING THE REQUIRED FILLET WELD SIZE SHOWN ON THE DRAWINGS, OR REQUIRED REINFORCING FILLET WELD SIZE.1.8
COATING APPLICATION TO BE CERTIFIED ACCORDING TO EITHER SSPC-QP1 FOR FIELD PAINTING OR QP3 FOR SHOP PAINTING.
FOR ALL TRASH RACK COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS. ALL PAINTING CONTRACTORS ENGAGED IN SURFACE PREPARATION AND
PAINTING FOR INTAKE TRASH RACKS TO CONFORM TO ALL REQUIREMENTS STATED IN THE SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z 1.7
THE SHOP DRAWINGS AND PROVIDE FOR GOVERNMENT APPROVAL.
DRAWINGS, PROVIDE A LIST FORM IDENTIFYING WHICH SHOP DRAWINGS SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF
SEAL WELD ALL JOINTS WITH MINIMUM SIZE WELD AS PER AWS D1.1. FOR ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP 1.6
SHEARING, FLAME CUTTING OR MACHINING. ALSO, BREAK ALL DRAIN HOLES A 1/8" RADII.
BREAK ALL SHARP EDGES TO A 1/16” RADII, UNLESS NOTED OTHERWISE. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF 1.5
RECORD.
THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION SECTION 05 50 06.00 26, FOR ALL STRUCTURAL WELDING CONNECTIONS. WELDING 1.4
REQUIREMENTS, SEE SPECIFICATION 05 05 23.16 26.
UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE INTAKE TRASH RACKS TO BE ASTM A572 GRD 50. FOR 1.3
SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.
SET OF RACKS AS SPECIFIED IN SPECIFICATION SECTION 05 50 06.00 26 PRIOR TO BEGINNING FABRICATION AND DOCUMENT ALL VARIANCES IN ALL DIMENSIONS, DISTANCES, AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. FIELD VERIFY CONTROL DIMENSIONS OF ONE 1.2
SEE SPECIFICATIONS FOR FABRICATION REQUIREMENTS. 1.1
S-101, S-102
OF FIRST TRASH BAR.>
END OF BEARING BAR TO
S-101, S-102, S-103, S-104
OF LIFTING PINS> RACK TO >
2.0 DESIGN STANDARDS
2.6 SERVICE LIFE 50 YEARS PER EM 1110-2-2105
2.5 DESIGN HEAD 20' PER EM 1110-2-3001
DOGGING BEAM AND LIFTING LUGS; 15-MAR-2017
2.4 ASME-BTH-1-2017 DESIGN OF BELOW-THE-HOOK LIFTING DEVICES FOR
STATIONS; 30-JUN-1989
2.3 EM 1110-2-3104 STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMPING
STRUCTURES; 30-APR-1995
2.2 EM 1110-2-3001 PLANNING AND DESIGN OF HYDROELECTRIC POWER PLANT
2.1 ETL 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES; 30-JUN-2014
8D 8C 8B 8A
S-104: 9'-10" S-103: 10'-4"
S-102: 10'-9 3/4" S-101: 11'-11 1/2"
S-101
TOP
S-101
BOTTOM
S-102
TOP
S-103
INTERMEDIATE
S-104
BOTTOM
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers US Army Corps
P L O
T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
NOTES:
1. SEE GENERAL NOTES ON SHEET S-001.
B D
P
.1
S -0
X
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-0 X
X X
.d g n
K
IM
H
O L
T
B
J A
H A
N G
IR
I, P E
B
S T
O L
T
L
IG
N M
E N
T
S L
O T
A R
R A
N G
E M
E N
T
M A
IN
U
N
IT
T R
A S
H R
A C
K
S-002
:1
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
F L
O W
SCALE: 1/2" = 1'-0"
PLAN - TRASH RACK SLOT DETAIL
SCALE: 1/4" = 1'-0"
ELEVATION - SIDE
SCALE: 1/4" = 1'-0"
ELEVATION
B O
T T
O M
S E
C T
IO
N
T O
P S
E C
T
IO
N T
O P
S E
C T
IO
N
T O
P S
E C
T
IO
N T
O P
S E
C T
IO
N
T O
P S
E C
T
IO
N
N
/4
T O
T A
L O
V E
R A
L L
L E
N G
T H
TYP
TRASH BARS
THICKNESS
1'-11 3/4 " OVERALL
BENT GUIDE PL BENT GUIDE PL
GUIDE BAR, TYP
LIFTING PIN BENT GUIDE PLLIFTING PIN
/2
/4
/2
/2
/2
/2
/2
22'-1 1/4 " OVERALL WIDTH
BOTTOM OF TRASH RACK
SURFACES
MATING
SURFACES
MATING
SURFACES
MATING
SURFACES
MATING
SURFACES
MATING
SURFACE
MATING
BENT GUIDE PL
GUIDE BAR, TYP
LIFTING PIN, TYP
(2
/2
/2
1 3/4 "
1 5/8 "
GUIDE BAR
PL 24" X 3/8"
EXISTING
5" X 3 1/2" X 3/8"
EXISTINGBENT GUIDE PL
LIFTING PIN
TRASH BARS, TYP
EXISTING 6" X 6" X 1/2"
EXISTING 40.2# ASCE RAIL
( 11/16 ")
SLOT & RACK>
(22'-5 1/2 ") BETWEEN EXISTING 3/8" PLATES
10'-8"
F L
O W
N
P
S R
E V
IE
W
S-002
DETAIL
SCALE: 2" = 1'-0"
EXISTING ITEMS MAY NOT BE TO SCALE
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
F L
O W
T R
A S
H R
A C
K G
E O
M E
T R
IC
B
D P
.1
S
-0
X
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-0 X
X X
.d g n
K
IM
H
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T
B
J A
H A
N G
IR
I, P E
B
S T
O L
T
P E
D
IM
E N
S
IO
N
IG
A N
D T
O L
E R
A N
C
IN
G
S-003
:1
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
F L
O W
0.125 A B
B
C
SCALE: 3/4" = 1'-0"
ELEVATION - DOWNSTREAM VIEW
END WEB PL
OUTER SURFACE OF
S H
E E
T O
N E
NOTES:
FOR BOTTOM RACKS
SEE SHEET S-005
2 SURFACES,
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
NN
2. SEE GENERAL NOTES ON SHEET S-001.
TOLERANCING IS TYPICAL FOR ALL TRASH RACKS.
1. UNLESS OTHERWISE SPECIFIED, GEOMETRIC DIMENSIONING AND
END WEB PL
END WEB PL
TRASH BAR, TYP
GUIDE BAR
SEE DETAIL 1
BEARING BAR,
BENT GUIDE PL
END WEB PL
OUTER SURFACE OF
SEE DETAIL 1
BEARING BAR,
GUIDE BAR
BENT GUIDE PL, TYP
TRASH BAR
BEARING BAR
BEARING BAR
BEARING BAR
BEARING BAR
BEARING BAR
C
BAR
BEARING
TYP 2 PLCS
GUIDE BAR,
BAR, TYP 2 PLCS
BENT GUIDE
A
SCALE: 1 1/2" = 1'-0"
ELEVATION - SIDE
0.125 A
2 SURFACES
0.125 C
0.125 B
2 SURFACES
0.125 B
0.125 A
P
S R
E V
IE
W
0.125
TRASH RACK MEASURED
0.125
0.125
0.125
0.125
0.063
CONTROL ALIGNMENT (CONT ALGN)
CONTROL ALIGNMENT CHART
S-004
RIGHT TO LEFT (A-A)
S-004
FACE TO END (A-A)
S-004
BOTTOM TO BOTTOM (B-B)
S-004
BOTTOM TO END (B-B)
S-004
SIDE TO SIDE (C-C)
S-004
BOTTOM BEARING BAR COPLANAR
90°
90°
(CONT ALGN 12 & 13)
(CONT ALGN 16)
0.125 B
BARS
TYP 2 BEARING
(CONT ALGN 14 & 15)0.06(CONT ALGN 17)
BOTH ENDS, SEE EL VIEW
A
S-004
S-004
S-004
S-004
S-004
DETAIL - RACK CORNERS
SCALE: 1 1/2" = 1'-0"
A
SECTION
SCALE: 3/4" = 1'-0"
DETAIL - BEARING BAR SURFACES
SCALE: 2" = 1'-0"
S O
L
IC
IT
A
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IO
N N
O
F
IL
E N
A M
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
SYMM ABOUT >
SCALE: 3/4" = 1'-0"
PLAN
SYMM ABOUT >
F L
O W
NOTES:
SCALE: 3/4" = 1'-0"
ELEVATION - FULL SIDE VIEW
FLOW
3/16
3/16
TYP
D2
N
BAR 4 1/2" X 1/4"
2'-9" 2'-9"
5'-6"
42 SPACES @ 6" = 21'-0"
/2
6 5/8 "
22'-1 1/4 "
EACH WEB PL
TYP 4 PLCS
4"
NOT SHOWN
TRASH BARS
/4
/4
/4
/4
/2
/2
TRASH BAR
LIFTING PIN
TYP 2 PLCS
BENT GUIDE PL 1/2",
TYP 5 PLCS
WEB PL 14 1/2" X 3/8"
TYP 12 PLCS
14 1/2" X 3/8"
DIAPHRAGM PL
/2
LIFTING PINS-104
S-103
S-101
SEE SHEET S-502
GUIDE BARS
B D
P
.1
S -1
X
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-1 X
X X
.d g n
K
IM
H
O L
T
B
J A
H A
N G
IR
I, O P
B
O T
T O
M S
E C
T
IO
N S
M A
IN
U
N
IT
T R
A S
H R
A C
K
S-101
:1
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
/2
PIN
LIFTING
(C O
N T
R O
L D
IM
E
N S
IO
N
O U
T S
ID
E
T O
O U
T S
ID
E
/2
TRASH BAR
4 1/2 "1'-6 1/2 "
/4
/4
" (C O
N T
R O
L D
IM
E
N S
IO
N
/4
N O
T L
E S
S
VERTICAL TIE BAR
WEB PL
ANGLED TIE BAR
BENT GUIDE PL
BENT GUIDE PL
4" X 3/8"
TYP BAR
4" X 2"
TYP BAR TYP DIAPHRAGM PL
TYP WEB PL
GUIDE BAR
BENT
GUIDE BAR
TYP 2 PLCS
W6 X 12 X 1'-6 1/2"
TYP 2 PLCS
END PL
SEE S-502
TYP 2 PLCS
GUIDE BAR
SEE S-502
TYP 2 PLCS
GUIDE BAR
BENT
D
IM
E N
S
IO
N
(C
O N
T R
O L
/4
TYP
1'-2 1/2 "
> OF LIFTING PINS
(1'-5 1/8 ")
3" (CONTROL DIMENSION 2)
3" (CONTROL DIMENSION 2)21'-7 1/4 " (CONTROL DIMENSION 5)
19'-3" (CONTROL DIMENSION 3)
9'-7 1/2 " (CONTROL DIMENSION 4)
/2
C
O N
T R
O L
D
IM
E N
S
IO
N
B
S T
O L
T
P E
SEE S-501
TYP 2 PLCS
7" X 1/2"
TIE BAR
ANGLED
TYP 2 PLCS
VERTICAL TIE BAR 6 1/2" X 1/2"
TYP 43 PLCS
3" X 1/2", TRASH BAR
TRASH BAR
3. FOR WELD ACCESS HOLE SIZES SEE DETAIL 4 ON S-502.
IDENTICAL EXCEPT AS SHOWN ON SHEET S-501, DETAIL 2.
2. TOP AND BOTTOM MAIN UNIT TRASH RACK SECTIONS ARE
1. SEE GENERAL NOTES ON SHEET S-001.
6 5/8 " (CONTROL DIMENSION 11)
P
S R
E V
IE
W
4 1/2" x 3/4"
BEARING BAR
(12 EACH SIDE)
TYP 24 PLCS
BAR 4" X 3/8"
(5 EACH SIDE)
TYP 10 PLCS
BAR 4" X 2"
A
S-101
S-502
S-501
S-501
D
S-502
B
S-101
B
SECTION
SCALE: 3/4" = 1'-0"
S-502
S-101
A
SECTION
SCALE: 3/4" = 1'-0"
MAIN UNIT TRASH RACK TOP SECTION SHOWN, SEE NOTE 2
DETAIL
SCALE: 1 1/2" = 1'-0"
ALL MAIN UNITS ARE SIMILAR, SEE NOTE 2
S O
L
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A
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N N
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F
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A M
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D E
S
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N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
IN
U
N
IT
T R
A S
H R
A C
K
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-5 X
X X
.d g n
K
IM
H
O L
T
B
J A
H A
N G
IR
I, P E
B
S T
O L
T
S-501
:1
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
NOTES:
D E
T A
IL
S
S
H E
E T
O N
E
C2
A5
A5
FLOW
FLOW
1/4
TYP
1/4
1/4
TYP
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
B D
P
.1
S -5
X X
X
END PL
BAR
TRASH
BAR 4" X 2"
/2
BAR 4" X 2"
4 1/2" X 3/4"
BEARING BAR
BAR 4" X 2"
BAR 4" X 2"
END PL 18 1/2" X 1/2"
BAR 4" X 2" WEB PL 14 1/2" X 3/8"
END PL 18 1/2" X 1/2"
BAR 4" X 2"
BAR
TRASH
BAR 4" X 2"
BAR 6" X 2"
BAR 6" X 2"
BAR 4" X 2"
4 1/2" X 3/4"
BEARING BAR
1 1/2 "
/2
2 1/4 "
/2
/2
/4
/2
2 1/2 "4"
1/2 "
3/4 "
S-104
S-103
S-101
BAR 4 1/2" X 1/4"
BAR 4 1/2" X 1/4"
S-103
S-102
S-101
BAR 4 1/2" X 1/4"
1/2 " TYPR
1/2 " TYPR
S-104
S-101
BAR 4 1/2" X 1/4"
BEARING BAR 4 1/2" X 3/4"
BAR 6" X 2"
1/2 "
BASE PL 4 1/2" X 1/2"
R 1 1/2" TYP
BASE PL 4 1/2" X 1/2"
14 1/2" X 3/8"
WEB PL
TRASH BAR
TRASH BAR
4"
SEE S-502
BENT GUIDE BAR
SEE S-502
BENT GUIDE BAR
SEE S-502
BENT GUIDE BAR
END PL
1'-6 1/2 "
1'-6 1/2 "
SEE DETAIL ON S-505
LIFTING PIN PL B, TYP
(1'-5 1/8 ")
SEE S-502
BENT GUIDE BAR
6"
3" (CONTROL DIMENSION 2)
3" (CONTROL DIMENSION 2)
R1/2"
WT 4X6.5
WT 4X6.5
NOT SHOWN
BAR 4 1/2" X 1/4"
1/2 "
5/16 "
ANGLED TIE BAR, 7" X 1/2"
(9 9/16 ")
BAR 4" X 2"
(9 3/8 ")
SCALE: 1 1/2" = 1'-0"
MAIN UNIT SHOWN, STATION SERVICE SIMILAR
ANGLED TIE BAR DETAIL
6 1/2" X 1/2"
VERTICAL TIE BAR,
6 1/2" X 1/2"
VERTICAL TIE BAR,
5/16
TYP 3/16
TYP
3/16
TYP
3/16
TYP
CJP
5/16
5/16
TYP
BAR 4 1/2" X 1/4" FAR SIDE
4 1/2" X 3/4" NEAR SIDE,
BEARING BAR
SEE NOTE 3
2. SEAL WELD ALL JOINT WITH MINIMUM FILLET WELD.
1. SEE GENERAL NOTES ON SHEET S-001.
LUG.
WELD PIN WITH PIN HELD FIRMLY AGAINST TOP OF
LUG HOLE DIAMETER: 2.1875" +0.002" / -0.000".
PIN DIAMETER: 2.1875" +0.000" / -0.005".
3. LIFTING LUG TOLERANCES AS FOLLOWS:
R 1" TYP
5/16 TYP BOTH SIDES
SEAL JOINT,
END PL
ALL RACKS
TYP
3/16
P
S R
E V
IE
W
3/16
(3/16)
TYP
1/4
(1/4)
TYP
(5/16)
TYP
(5/16)
TYP(3/16)
TYP
(5/16)
(5/16) FILLET, TYP
NO REINFORCEMENT
A
S-501
B
S-501
DETAIL
SCALE: 3" = 1'-0"
E
S-502
E
S-502
DETAIL
SCALE: 3" = 1'-0"
BOTTOM TRASH RACKS ONLY
A
ELEVATION
SCALE: 3" = 1'-0"
TOP AND INTERMEDIATE TRASH RACKS ONLY
DETAIL
SCALE: 3" = 1'-0"
TOP AND INTERMEDIATE TRASH RACKS ONLY
F
S-502
C
S-502
B
ELEVATION
SCALE: 3" = 1'-0"
BOTTOM TRASH RACKS ONLY, SEE ISOMETRIC ON S-901
S O
L
IC
IT
A
T
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N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
D4
3/16
3/16
TYP
3/16
TYP
T
Y P
5/16
TYP
S-501
D3 B3
B1
F L
O W
S-104
S-103
S-102
S-101
S-104
S-103
S-102
S-101
BAR 4" X 3/8"
BAR 4" X 2"
BAR 4" X 3/8"
2" TYPR
2" TYPR
BAR 4" X 3/8"
BAR 4" X 2"
BAR 4" X 3/8"
BAR 4" X 2"
BEARING BAR 4 1/2" X 3/4" (SIMILAR)
BAR 4 1/2" X 1/4" (SHOWN)
3"
4 1/2" X 3/4"
BEARING BAR
END PL 18 1/2" X 1/2"
BAR 4 1/2" X 1/4"
1 1/2 "
1 1/2 "
BAR 4" X 2"
BAR 4" X 2"
BAR 4" X 2"
BAR 4 1/2" X 1/4"
W6 X 12 X 1'-6 1/2"
1'-0" 4"(6 1/4 ")
(1'-10 1/4 ")
1/2 " 1/2 "
2" 2"
3/4 "
SEE NOTE 2
SCALE: 3" = 1'-0"
BENT GUIDE BAR
SEE NOTE 2
SCALE: 3" = 1'-0"
GUIDE BAR
1" TYPR 1" TYPR
S-104 S-103 S-101
C5
1/2 " TYPR
S-501
A3
3/16
BAR 4 1/2" X 1/4"
END PL 18 1/2" X 1/2"
4 1/2" X 3/4"
BEARING BAR
BAR 6" X 2"
BAR 6" X 2"
S-501
C2
BAR 4" X 2"
BASE PL 4 1/2" X 1/2"
3/16 BEARING BAR
TO BAR &
TYP
5/16
2 1/4 "
1 1/2 "
TYP TRASH BAR
/4
/4
1/4
TYP
1/4
TYP
DIAPHRAGM PL
WEB PL
DIAPHRAGM PL
DIAPHRAGM PL
DIAPHRAGM PL
WEB PL
GUIDE BAR
GUIDE BAR
WEB PL
BEARING BAR
WEB PL
END PL
END PL
TRASH BAR
WEB PL
WEB PL
BENT GUIDE PL
TYP 2 PLCS, ALL
2" X 45° CHAMFER,
SEE DETAIL ON S-505
LIFTING PIN PL B,
1'-2 1/2 "
VERTICAL TIE BAR ANGLED TIE BAR
1/2 "R
3/8
D E
T A
IL
S
S
H E
E T
T W
O
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-5 X
X X
.d g n
K
IM
H
O L
T
B
J A
H A
N G
IR
I, P E
B
S T
O L
T
IN
U
N
IT
T R
A S
H R
A C
K
S-502
:1
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B D
P
.1
S -5
X X
X
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
WT 4X6.5
(STRAIGHT) ARE REQUIRED PER RACK.
THE FOLDING APRON, ONE IS OPPOSITE HAND. TWO GUIDE BARS
OPPOSITE HAND, TWO BENT GUIDE BARS ARE REQUIRED FOR
2. TWO BENT GUIDE BARS ARE REQUIRED PER RACK, ONE IS
1. SEE GENERAL NOTES ON SHEET S-001.
NOTES:
STATION SERVICE 85 PLCS
MAIN UNITS 43 PLCS
TYP TRASH BAR 3" X 1/2"
3" X 1/2"
TRASH BAR
3/16
5/16
5/16
TYP
ALL TIE BARS
CJP, TYP
5/16
TYP
1/4
1" TYPR
SIDES
BOTH
1" TYPR
5/16
1/4
1" TYPR
1/4
TYP
3/16
3/16 TO END PL
TYP WEB PL
TYP
5/16
P
S R
E V
IE
W
(1/4)
1/4
A
S-502
A
ELEVATION
SCALE: 3" = 1'-0"
B
S-502
B
SECTION
SCALE: 3" = 1'-0"
E
SECTION
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
D
SECTION
SCALE: 3" = 1'-0"
F
SECTION
SCALE: 3" = 1'-0"
C
SECTION
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
TRASH BAR WELDING
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
NOTES:
1. SEE GENERAL NOTES ON SHEET S-001.
BAR 4 1/2" X 1/4"
2 7/32" HOLE FOR
END PL 18 1/2" X 1/2"
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D P
.1
S
-5 X
X X
.d g n
K
IM
H
O L
T
B
J A
H A
N G
IR
I, P E
B
S T
O L
T
IS
C
E L
L A
N E
O U
S D
E T
A
IL
S
S-503
:1
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
F
IR
S T
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
B D
P
.1
S -5
X X
X
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
4"
2 1/4 "
BAR 1 1/4" X 6"
WEB PL 16" X 3/8"
BASE PL 4 1/2" X 1/2"
TOP PL 4" X 1/2" 1/4
1/4
TYP
1/2 "R
1/2 "R
1/4
(1/4)
TYP
1/4
(1/4)
TYP 8 1/2 " 4 3/4 " 1'-6 1/2 "
8 PLCS
R 1 1/2 " TYP
3/8
3/8
TYP 2 END PL
/4
/4
/2
(C O
N T
R O
L D
IM
E
N S
IO
N
/2
N O
T L
E S
S
1'-4"
/1
9 1/4 "
2 3/4 "
1/4 "
2"R
2" TYPR
1'-4"
/8
2"R
1 13/16 " 1/8 "
T Y
P
/1
T Y
P
" 2
8 1/2 "
2"R
2" TYPR
1"R
1'-2 1/2 "
/8
FLOW
FLOW
FLOW FLOW
2 7/32" HOLE FOR
F L
O W
F L
O W
D2
S-503
C1
S-102
C2
S-102
D2
S-504S-504
D2
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
3 REQUIRED FOR
STIFFENER PL A
LIFTING PIN PL A, TYP
SEE DETAIL THIS SHEET
LIFTING PIN PL A, TYP
3/4" PL
3/4" PL
3/8" PL
/4
/2
/4
/2
/8
SEE SECTION D THIS SHEET
STIFFENER PL, 3/8"
LIFTING PIN PL A, TYP
TYP
1/4
1/4
TYP
TYP 8 PLCS
STIFFENER PL, 3/8"
TYP 8 PLCS
STIFFENER PL, 3/8"
TYP 4 PLCS
STIFFENER PL, 3/8"
TYP 4 PLCS
STIFFENER PL, 3/8"
/2
/4
SCALE: 3" = 1'-0"
4 REQUIRED FOR STATION SERVICE TOP SECTION ONLY
LIFTING PIN PL A
SCALE: 3" = 1'-0"
4 REQUIRED PER TYP TRASH RACK
LIFTING PIN PL B
3/16
3/16
TYP
3/16
3/16
TYP
TYP
CJP
3/8
TYP
3/8
TYP
3/16
3/16
TYP
3/16
3/16
TYP
M A
IN
T
R A
S H
R A
C K
S
FOR TOLERANCE REQUIREMENTS
SEE NOTE 3 ON S-501
1/4
TYP
TYP 8 PLCS
STIFFENER PL, 3/8" X 5"
P
S R
E V
IE
W
(5/16)
(5/16) TYP
NO REINFORCEMENT FILLET
(3/16)
(3/16)
DETAIL
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
DETAIL
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
DETAIL
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
D
SECTION
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
C
SECTION
SCALE: 3" = 1'-0"
STATION SERVICE TOP SECTION ONLY
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
| General set as of 02-04-2025.pdf |
| BDP1.149_G-000XXX-COVER SHEET ANSI-D-.pdf |
| BDP1.149_G-001XXX.pdf |
| BDP1.149_G-002XXX.pdf |
| BDP1.149_G-003XXX.pdf |
| Structural set as of 02-04-2025.pdf |
| BDP1.149_S-001XXX.pdf |
| BDP1.149_S-002XXX.pdf |
| BDP1.149_S-003XXX.pdf |
| BDP1.149_S-101XXX.pdf |
| BDP1.149_S-501XXX.pdf |
| BDP1.149_S-502XXX.pdf |
| BDP1.149_S-503XXX.pdf |
File details come from the government source that posted it. Updated .