Drawings.pdf
PDF 15 MB Posted
- Attached to
- Trash Rack at R. S. Kerr Powerhouse Federal contract opportunity
- Solicitation number
- W912BV21R0009
About this file
This federal contract opportunity solicitation seeks fabrication of new trash rack assemblies and a lifting beam for the Robert S. Kerr Powerhouse. The Department of the Army Corps of Engineers Engineering District Tulsa requires replacement of the existing steel trash racks and associated lifting beam across four river intakes. The solicitation involves fabrication of seventy-two individual trash rack assemblies measuring approximately 10'-6" high x 21'-4" long x 2'-2" wide and one lifting beam. All components must be fabricated from structural steel by an American Institute of Steel Construction certified fabricator using certified welders. Additionally, a multi-coat vinyl-type impacted immersion paint system is required for coating of all trash rack assemblies and the lifting beam.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912BV21R0009 - AM02.pdf | ||
| W912BV21R0009 - AM01.pdf | ||
| W912BV21R0009-Trash Rack.pdf | ||
| W912BV21R0009 - Trash Rack.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers ®
Tulsa District
FY: 2021
FEBUARY 19, 2021
R.S. KERR POWERHOUSE
ARKANSAS RIVER WATERSHED
LE FLORE COUNTY, OK
SOLICITATION#W912BV21R0009
CONTRACT# XXXXXXXXXXX
RS KERR TRASHRACKS
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-001
R S
K
E R
R
P
O W
E R
H O
U S
E
L
F
O
C
O U
N T
Y
O
K L
A H
O M
A
R
R
T
R A
S H
R A
C K
S I T
E
I N
D E
X
A
N D
I G
N A
T U
H E
E T
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
Y
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
D C H
A I
R C L A Y
R C L
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY
CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATED OFFICIAL
RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS
INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDULES APPEAR ON THESE PROJECT DOCUMENTS
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
REVIEWED BY: REVIEWED BY:
DATE:
INDEX OF DRAWINGS
PLATE NO. SHEET NO. DISCRIPTION
1 G-000 COVER SHEET
2 G-001
SITE, INDEX AND SIGNATURE SHEET
3 G-002 GENERAL NOTES AND ABBREVIATIONS
4 S-101 TRASHRACK
5 S-201 SECTIONS AND DETAILS
6 S-301 COMPONENT DETAILS
7 M-101 TRASHRACK LIFTING BEAM
8 M-201 TRASHRACK LIFTING BEAM SECTIONS AND DETAILS
9 M-301 TRASHRACK LIFTING BEAM HOOK ASSEMBLY DETAILS
10 M-302 TRASHRACK LIFTING BEAM CHANNEL AND PLATE DETAILS
11 M-303 TRASHRACK LIFTING BEAM ADDITIONAL PLATE DETAILS
12 M-401 TRASHRACK LIFTING BEAM LINKAGE AND MECHINISM DETAILS
13 R-101 ORIGINAL TRASH RACK AS-BUILT
14 R-102 ORIGINAL TRASH RACK LIFTING BEAM AS-BUILT
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-002
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
G E
N E
R A
L
N
O T
B
R I V
I A
T I O
N S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
D
C H
A I
R C
L
GENERAL NOTES:
1. REFERENCE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
2. ALL INTERFACES MUST BE SEAL WELDED. CLOUD ANY INTERFACES (i.e. JOINTS) NOT SHOWN ON
THE SHOP DRAWINGS FOR APPROVAL.
3. ALL WELDS SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE.
4. ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS UNLESS NOTED
OTHERWISE.
5. EDGES MUST BE BROKEN PER SPECIFICATIONS PRIOR TO COATING.
6. REFERENCE SPECIFICATIONS FOR GENERAL TOLERANCES.
7. WELD PER SPECIFICATIONS
8. STEEL FRAMING MEMBERS MUST NOT BE SPLICED.
9. SEAL WELDS: VISUAL INSPECTION ONLY.
10. SEE SPECIFICATION FOR WELD TESTING REQUIREMENTS
11. APPLY UHMW TAPE TO THE GUIDE SURFACES THAT BEAR ON THE SLOT SURFACE.
BTM.
CL.
CJP
CRES
Ø OR DIA.
D.S.
FL.
GR.
HORIZ.
PL.
R
REQ'D
SP.
STD.
STIFF.
SYM.
TYP.
U.S.
U.T.
VERT.
ABBREVIATIONS
AT
BOTTOM
CENTERLINE
COMPLETE JOINT PENETRATION WELD
CORROSION RESISTANT
DIAMETER
DOWNSTREAM
FLANGE
GRADE
HORIZONTAL
PLATE
RADIUS
REQUIRED
SPACE
STANDARD
STIFFENER
SYMMETRIC
TYPICAL
UPSTREAM
ULTRASONIC TESTING
VERTICAL
SECTION A/S-201-A/S-201
SCALE 1:20
A/S-201
A/S-201
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-101
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
D
C H
A I
R C
L
FLOW
FLOW
3 5/16" TYP
9/16 PL.
GUIDE SHOE
6 3/4"
5'-4" 5'-4"
22'-1" OUT-TO-OUT
21'-4" CL.TO CL. END PL.
END PLATE
1/2 PL.
9 13/16"2X
ALIGNMENT PIN
A
10'-2" 10'-2"
31X RACK BAR
21'-4"32 SP. @ 8" =
LIFTING
PIN
-A-
2'-2"
2X Ø4 1/4" ALIGNMENT
PIN HOLE
20'-4"
10'-2"
9 13/16"2X TYP
10"
-A-
9 13/16"
1'-8"
1 1/2"
1 1/2"
3 5/16"
3 5/16"
RACK BAR
5/8 X 3 BAR
3"
GUIDE SHOE
GUSSET PL. 3
1/4
TYP.
GUSSET PL. 3
2X SPACER BAR
ALIGNMENT PIN
ALIGNMENT PIN
HORIZ.
BEARING SURFACE
-B-
-B-
NOTES
1. SEE SHEET S-301 FOR COMPONENT DETAILS.
2. PLATE AND CYLINDRICAL STEEL MUST BE ASTM A572 GR.50. ROLLED SHAPES
MUST BE ASTM A992.
3. THE DISTANCE FROM THE CENTER OF ANY TRASHRACK BAR TO THE CENTER OF
ANY OTHER MUST BE A MULTIPLE OF 8"1/8". MULTIPLE MUST NOT BE APPLIED
TO TOLERANCE.
4. GUIDING SURFACES MUST BE CHECKED BY MEANS OF 10 FOOT STRAIGHT EDGE.
DEVIATION FROM STRAIGHT EDGE MUST NOT EXCEED 1/16".
5. PLANE FORMED BY BEARING SURFACES OF TRASHRACK MUST BE TRUE WITHIN
1/8".
6. PROVIDE 72 TRASHRACK.
7. WELD PER SPECIFICATIONS.
8. UNLESS OTHERWISE INDICATED IN THESE PLANS, FABRICATION TOLERANCES
ARE PER SPECIFICATIONS.
9. DRAWINGS NOT TO SCALE
10"1'-8"
LINES PASSING THROUGH
FACES OF GUIDE SHOES TO
BE PARALLEL WITHIN 1/16"
BOTTOM OF TRASHRACK SECTION TO BE SQUARE
WITH THE LINES CONNECTING FACES OF GUIDE
SHOES WITHIN 1/16"
VERT.
BEARING SURFACE
-D-
GUIDE SHOE SURFACE
-C-
TRASHRACK PARALLELISM & SQUARENESS
TOP PLAN VIEW
BOTTOM PLAN VIEW
US ELEVATION
-D-
-C-
BTM. PL.
TOP PL.
Ø2 1/2" LIFTING PIN
END PLATE
1/2 PL.
END PLATE
1/2 PL.
END PLATE
1/2 PL.
GIRDER
SECTION G-G
SCALE 1:20
SECTION C/201-C/201
SCALE 1:20
DETAIL
SCALE 1 / 5
DETAIL
SCALE 1 / 5
DETAIL
SCALE 1 / 5
SECTION B/S-201-B/S-201
SCALE 1:20
DETAIL
SCALE 1 / 5
G
G
C/201 C/201
B/S-201
B/S-201
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-201
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
S E
C T
I O
T
A I L
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
D
C H
A I
R C
L
4 1/4"
RACK BAR
5/8 X 3 BAR
WT5X56
TYP
21'-4"32 SP. @ 8" =
VERT.
STIFF.
VERT. STIFF.
5'-4" 5'-4"
RACK BAR
GIRDER FL.
1 3/4" X 4 1/2" BAR
TYP.
GIRDER WEB
1/2" PL.
1'-5 1/2"
3"
RACK BAR
4 1/4" TYP
GUIDE SHOE
R1 1/2"
LIFTING PIN
LIFTING PIN GUSSET PLATE 1
5/8" PL. TYPICAL 2 PLACES
LIFTING PIN GUSSET PLATE 2
5/8" PL. TYP. 2 PLACES
GUSSET PL. 3 GUSSET PL. 3
GUSSET PL. 3GUSSET PL. 3
-A-
-A-
1/4
TYP.
1/4
TYP
CJP
CJP
1/4
TYP
VERT. STIFF.
1/4
TYP
1/4
TYP
SPACER BAR
RACK BAR
1/4
TYP
HORIZ. STIFF. TO END PL.
1/4
TYP
SPACER
BAR
END PL.
1/4
1/4
TYP.
5/16
TYP
RACK BAR TO
GIRDER FL.
ALIGNMENT PIN
VERT. STIFF.
RACK BAR
1/4
TYP
RACK BAR
TO TOP PL.
1/4
TYP
RACK BAR
TO BOTTOM PLATE
-D-
SECTION VIEW
A
S-101
SECTION B
B
S-201
SECTION C
C
S-201
GUSSET PL. 3
WELD DETAIL 1
S-201
S-201
WELD DETAIL 2
S-201
S-201
WELD DETAIL 3
S-201
S-201
WELD DETAIL 4
S-201
S-201
D
1/4
1/4
TYP
SEAL WELD
TYP
VERTICAL STIFFENER
GIRDER WEB
GIRDER FL.
1 3/4" X 4 1/2" BAR
TYP.
END PLATE
1/4
TYP.
1/4
TYP.
RACK BAR
VERTICAL
STIFFENER
1/4
1/4
TYP
SEAL WELD
TYP
SEAL WELD
TYP
SEAL WELD
TYP
DETAIL
SCALE 1 / 2
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-301
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
C O
M P
O N
E N
T
D
E T
A I L
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
D
C H
A I
R C
L
10'-2" 10'-2"
21'-3 1/2"
BOTTOM PLATE
5/8" PL., ASTM A572 GR.50, 1 PER TRASHRACK
TOP PLATE
5/8" PL., ASTM A572 GR.50, 1 PER TRASHRACK
1 1/4"
TOP PLATE CORNER DETAIL
S-301
4 1/4"
TYP.
2'-2"
SIDE PLATE
1/2" PL., ASTM A572 GR.50, 2 PER TRASHRACK
RACK BAR
3/4" X 3" BAR, ASTM A572 GR.50, 31 PER TRASHRACK
LIFTING PIN GUSSET PLATE 1
5/8" PL., ASTM A572 GR.50, 2 PER TRASHRACK
LIFTING PIN GUSSET PLATE 2
5/8" PL., ASTM A572 GR.50, 2 PER TRASHRACK
5 3/16"
3 13/16"
GUIDE SHOE
WT5X56, ASTM A992, 4 PER TRASHRACK, SEE GENERAL NOTES
REGARDING UHMW REQUIREMENT
4 1/4"
R1/2"
5 1/4"
R1 1/2"
1"
GUSSET PLATE 3
3/8" PL., ASTM A572 GR.50, 8 PER TRASHRACK
LIFTING PIN
ASTM A572 GR.50, 2 PER TRASHRACK
ALIGNMENT PIN
ASTM A36, 2 PER TRASHRACK
4"Ø
1"Ø
1 3/4" R2 1/16"
VERTICAL STIFFENER
3/4" PL., ASTM A572 GR.50, 6 PER TRASHRACK
6"
SPACER BAR
1/2"X4" BAR, ASTM A572 GR.50, 2 PER TRASHRACK
21'-3 1/2"
21'-3 1/2"
1/4
TYP.
GIRDER FLANGE
1 3/4" X 4 1/2" BAR
ASTM A572 GR.50 TYP
GIRDER WEB
1/2" PL. ASTM A572 GR.50 TYP
R1 1/2" TYP.
2 1/4"
GIRDER
1 PER TRASHRACK
5"TYP
2'-1" TYP4'-8 1/2" TYP
8 5/16"
S-301
21'-6 1/2"
1" X 45.0° CHAMFER
1'-3"
4 5/16" 5 11/16"5"
2.491
2.487
Ø
R1/4" TYP
3"
R1/4"
SECTION E/M-201-E/M-201
SCALE 1 : 15
SECTION D/M-201-D/M-201
SCALE 1 : 15
SECTION B/M-201-B/M-201
SCALE 1 : 15
SECTION A/M-201-A/M-201
SCALE 1 : 15
SECTION C/M-201-C/M-201
SCALE 1 : 15
E/M-201
E/M-201
D/M-201
D/M-201
B/M-201
B/M-201
A/M-201
A/M-201
C/M-201
C/M-201
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
FLOW
SHEET
REFERANCE
NUMBER
M-101
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L I F
T I N
G
B
E A
M
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
22'- 1/2"
5'-4"1/16" 5'-4"1/16"
2'-1 1/2" 1'-2" 1'-5 1/2" 1'-7 9/16" 2'-0"2'-3 3/16"
TRASHRACK LIFTING BEAM
PICK-UP POSITION
1/4
TYP
CJP
TYP.
CJP
TYP.
1/4
TYP.
5/16
TYP.
1/4
TYP.
6 1/2"
1 1/4 THRU
3"
4"
CJP.
TYP.
CL. HOOK
1'-4 1/4"
3 1/4"
1/4
TYP.
1/4
TYP.
CJP
TYP.
1/4
TYP.
TIE BAR
TYP.
NOTES
1. SEE SHEET M-301 THRU M-303 FOR COMPONENT DETAILS.
2. UNLESS OTHERWISE SPECIFIED, PLATE, CHANNEL AND CYLINDRICAL STEEL
MUST BE ASTM A572 GR.50. ROLLED SHAPES MUST BE ASTM A992.
3. PLANE FORMED BY GUIDE AND BEARING SURFACES MUST BE TRUE WITHIN 1/8".
4. WELD PER SPECIFICATIONS.
5. UNLESS OTHERWISE INDICATED, FABRICATION TOLERANCES ARE PER
SPECIFICATIONS.
6. DRAWINGS NOT TO SCALE
7. SECURE HOOK BUSHING WITH INTERFERENCE FIT. OBTAIN BUSHING OUTER
DIAMETER AND HUB INNER DIAMETER FROM THE BUSHING MANUFACTURER.
8. SECURE PIN Y AND PIN Z WITH CRES COTTER PINS ON EACH SIDE
45°
GUIDE
SURFACE
1/4
TYP
B E
A R
I
G
U
R F
A C
E
A
B
ALLOWABLE ERROR IN STRAIGHTNESS ALONG LENGTH OF BEAM
NOT-TO-SCALE
A=B±1/8"
INSIDE FACE OF C12X25
GUIDE
SURFACE
BEARING
SURFACE
MAIN BEAM A
MAIN BEAM B
GUIDE
SURFACE
BEARING
SURFACE
GUIDE
SURFACE
BEARING
SURFACE
EAR CONNECTION PLATE
LIFTING EAR
3/8" TYP.
BOTH ENDS
END PLATE
END PLATE
1'-10 11/16"
1'-10 11/16"
1'-4 1/4"
STIFFENER PLATE A
STIFFENER PLATE A
STIFFENER PLATE B
STIFFENER PLATE C
LUG STIFFENER
PIN Y
PIN Z
1/4
TYP.
TIE BAR
TYP.
TIE BAR SYM. ABOUT CL.
TIE BAR
TYP.
SECTION A/M-201-A/M-201
SCALE 1 : 10
SECTION E/M-201-E/M-201
SCALE 1 : 10
SECTION B/M-201-B/M-201
SCALE 1 : 10
SECTION C/M-201-C/M-201
SCALE 1 : 10
DETAIL
SCALE 1 : 5
SECTION F/M-201-F/M-201
SCALE 1 : 5
SECTION G/M-201-G/M-201
SCALE 1 : 10
DETAIL
SCALE 1 / 3
SECTION AT-AT
SCALE 1 : 15
A/M-201 A/M-201
B/M-201 B/M-201
C/M-201
C/M-201
E/M-201
E/M-201
F/M-201
F/M-201
G/M-201
G/M-201
C/M-201
C/M-201
AT
AT
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
M-201
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L
I F
T I N
G
B
E A
M
S
E C
T I O
D
D E
T A
I L
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
GUIDE BAR
1/4
TYP.
1/4
TYP.
1/4
TYP
22'- 1/2"
2'-1 1/2"
1'-5 1/2"1'-2" 2'-3 3/16" 2'-0"1'-7 9/16"
5'-4"1/16"
10'-8"
5'-4"1/16"
1/4
TYP.
CJP.
TYP.
1 1/4 THRU
5/16
TYP.
4"
3"
1/4
TYP.
TIE BAR TO
CHANNEL FLANGE
C12X25
BEARING
PLATE
1/4
TYP.
2 9/16 THRU
Ø
WELD BEARING PLATE THEN DRILL PIN X HOLE
THROUGH BEARING PLATE AND CHANNEL WEB.
THEN EXECUTE SEAL WEB AND REMOVE EXCESS
WELD TO SPECIFIED SURFACE FINISH. PERFORM
PROCESS PRIOR TO PAINT APPLICATION
(1/8)
SEAL WELD
TYP. VT ONLY
INDICATED
GROOVE DEPTH
REQUIRED AFTER
FINISH MACHINING
1/4
TYP.
5/16
TYP.
LIFTING BEAM SECTION B
B
M-101
LIFTING BEAM SECTION A
A
M-101
LIFTING BEAM SECTION D
D
M-101
TYP. BOTH ENDS.
LIFTING BEAM SECTION E
E
M-101
LIFTING BEAM DETAIL 1
M-201
COMPONENTS HIDDEN FOR CLARITY
M-201
PIN X CL.
HOOK A
(PICK UP POSITION)
7 1/16"
LATCH SUPPORT DETAIL
F
M-201
1/4
TYP.
1/4
TYP.
5/16"
3 1/8"
6"
LIFTING BEAM SECTION G
G
M-201
1/4
TYP
STIFFENER PLATE B
TO END PLATE
CJP.
TYP. STIFFENER
PLATE B TO CHANNEL
FLANGE
1/4
TYP.
BEARING
SURFACE
GUIDE
SURFACE
BEARING
SURFACE
GUIDE
SURFACE
MAIN BEAM B
MAIN BEAM A
LIFTING BEAM SECTION C
C
M-101
LIFTING BEAM DETAIL 2
M-201
M-201
HOOK B
(PICK UP POSITION)
EAR CONNECTION
PLATE
LIFTING EAR
EAR CONNECTION
PLATE II
EAR CONNECTION
PLATE II
EAR CONNECTION PLATE
LATCH SUPPORT
PLATE
END PLATE
STIFFENER PLATE B
CJP.
TYP. STIFFENER
PLATE A TO CHANNEL
FLANGE
STIFFENER PLATE A
STIFFENER PLATE B
STIFFENER PLATE C
STIFFENER PLATE A
C12X25
C12X25
LATCH EAR
LATCH SUPPORT PLATE
4"
1'-6 3/4"
1'-6 3/4"
EAR CONNECTION PLATE
STOP PLATE
HOOK B
8'-10"
CLEVIS PIPE ASSEMBLY
1 REQUIRED
2 NPS SCH. 80 PIPE
ASTM A53 GR. A OR B
Ø
3/16
TYP.
1 1/4-12 UNF - 2B THRU
1 1/4-12 UNF - 2B LH THRU
CLEVIS RECEIVER
ASTM A108, GR. 1018
2 REQ'D: 1 RH THREADED,
1 LH THREADED
9'-0"
13/16 THRU
R1 1/2"
10 1/4"
1 1/4-12 UNF - 2A
CLEVIS
ASTM A108 GR. 1018, 2 REQ'D: 1 RH THREAD, 1 LH THREAD
11 3/4"
5 1/4"
R1/4"
TYP.
R1/4"
TYP.
3 1/2"
1/2" TYP
4 5/8"
THREAD
LENGTH
PIN X CL.
PIN Y
CRES COTTER PIN
BOTH SIDES
CRES GREASE ZERK
LATCH
1"
6"
3"
45°
1/2"
1/4
TYP.
CHANNEL BEARING PLATE
1'-5 11/16"
1'-5 11/16"
3/8"
PIN X CL.
SECTION A/M-301-A/M-301
SCALE 1 : 2
SECTION B/M-301-B/M-301
SCALE 1 : 2
DETAIL
SCALE 1 : 2
A/M-301
A/M-301
B/M-301
B/M-301
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
M-301
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L
I F
T I N
G
B
E A
M
H
O O
K
A S
S E
M B
T
A I L
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
1'-8"
5"
1"X4" BAR
ASTM A572
GRADE 50
1018 LOW CARBON STEEL
5"X5"X11"
1/4
NO PROCEDURE QUALIFICATION
REQUIRED THIS WELD ONLY.
NDT PER SPECIFICATIONS
ACCEPTANCE CRITERIA PER
SPECIFICATIONS
1/4
1/4
TYP
SEAL WELD
1/4
1/4
TYP
(1/8)
SEAL WELD
TYP
WELD BEARING PLATE THEN DRILL BUSHING HOLE
THROUGH BEARING PLATE AND HOOK.
THEN EXECUTE SEAL WEB AND REMOVE EXCESS
WELD TO REQUIRED SURFACE FINISH. OBTAIN
SURFACE FINISH FROM THE BUSHING MANUFACTURER.
PERFORM PROCESS PRIOR TO BUSHING INSERTION.
HOOK BUSHING DETAIL
A
M-301
TYPICAL HOOK A AND HOOK B
P E
R
B
U S
H I N
G
M
A N
U F
A C
T U
R E
R
Ø
1 7/8" PL. TYP
13/16 THRU
13/16 THRU
R1"
R1"
2"
HOOK TAPER DETAIL
B
M-301
TYPICAL HOOK A AND HOOK B
3/4"
1 7/8"
10°
TYP.
10°
TYP.
R11"
R1"
R1 1/2"
R11"
R1 1/4"
R1 1/4"
T
O
F
E
-F-
E
HOOK TIP DETAIL
M-301
TYPICAL HOOK A AND HOOK B
3 3/16"
45°
R2 1/4"
7 1/2"
4 1/4"
26°
R1"
13°
22°
6 3/4" 3 3/4"
1/2"
6 3/4"
M-301
3/4-10 UNC - 2B THRU
6"
STOP PLATE
1" PL., ASTM A572, 1 REQ'D
3"
2X 7/16-14 UNC - 2B 1/2
X
2"
1"
5"
CHANNEL BEARING PLATE
1" PL., ASTM A572, 2 REQ'D W/HOLES, 2 REQ'D NO HOLES
1"2"
4"
1/2"
KEEPER PLATE
1/4" PL., ASTM A572, 2 REQ'D
3/8 THRU
PIN X
MATERIAL PER SPECIFICATIONS, 2 REQ'D
7 1/2"
3 3/4"
6 15/16" 9/32"
1/8 - 27 NPT
FOR 1/8" GREASE ZERK
1/8 3 13/16
1/8 1 1/4"
Ø
HOOK BUSHING
MATERIAL PER SPECIFICATIONS, 2 REQ'D
3 7/8"
PER BUSHING MANUFACTURER
TO OBTAIN INTERFERENCE FIT
2.531
HOOK BEARING PLATE
HOOK BEARING PLATE
1" PL., ASTM A572, 4 REQ'D
4 1/2"
DRILL HOLE AFTER WELDING TO
THE HOOK BODY. HOLE DIAMETER
PER BUSHING MANUFACTURER
TO OBTAIN INTERFERENCE FIT
2.531
HOOK A ASSEMBLY
1 REQ'D
HOOK B ASSEMBLY
1 REQ'D
R3 1/2"
3"
13°
26°
-F-
E
SCALE 2 : 3
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
M-302
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L I F
T I N
G
B
E A
M
C
H A
N N
D
P L
A T
E
D
E T
A I
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
3 1/2"
3"
4"
3"
4"
10'-8"
7 1/16"
5"
4 3/32"
10'-8"
5'-4"
5'-4"
4 3/32"
7 1/16"
MAIN BEAM A
C12X25, ASTM A572, GR.50, 1 REQ'D
MAIN BEAM B
C12X25, ASTM A572, GR.50, 1 REQ'D
M-302
PIN X AND KEEPER PLATE HOLE DETAIL
M-302
MAIN BEAM B ONLY
2 9/16 THRU
2 9/16 THRU
TYP 2 PLACES BEAM A
TYP 2 PLACES BEAM B
X
2" TYP
1" TYP
3/8 THRU
KEEPER PLATE BOLT HOLES
TYP 4 PLACES, BEAM B ONLY
5'-4" 5'-4"
1 1/4 THRU 1 1/4 THRU
1 1/4 THRU
1 1/4 THRU
EAR CONNECTION PLATE
1/2" PL.,ASTM A572, GR.50, 4 REQ'D
1'-9 11/16"
5"
R2 1/2"
2 5/16"
FOR 2 1/4" SHACKLE PIN
LIFTING EAR
2" PL.,ASTM A572, GR.50, 2 REQ'D
EAR CONNECTION PLATE II
1" PL.,ASTM A572, GR.50, 4 REQ'D
6 1/2"
LATCH SUPPORT PLATE
1/2" PL.,ASTM A572, GR.50,1 REQ'D
7"
LATCH EAR
1/2" PL.,ASTM A572, GR.50,2 REQ'D
4"
1"
" 7/8 THRU
R1"
TYP
1"
1"
2 3/8"
R1"
TYP
3/16 THRU
2 1/4"
1/16" X 45° CHAMFER
4 1/2"
5"
PIN Z
MATERIAL PER SPECIFICATIONS, 1 REQ'D
3 3/4"
1 5/8"
1/16" X 45° CHAMFER
3 1/4"
PIN Y
MATERIAL PER SPECIFICATIONS, 2 REQ'D
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
M-303
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L
I F
T I N
G
B
E A
M
A
D D
I T
I O
N A
L
P L
A T
E
D
E T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
R1 1/2" TYP.
2'-2"
R3 1/2"
R1"
4"
END PLATE
1/2" PL.,ASTM A572, GR.50, 2 REQ'D
GUIDE PLATE
1/2" PL.,ASTM A572, GR.50, 2 REQ'D, SEE GENERAL NOTES
REGARDING UHMW REQUIREMENT
GUIDE STIFFENER
1/2" PL.,ASTM A572, GR.50, 6 REQ'D
STIFFENER PLATE A
1/2" PL.,ASTM A572, GR.50, 4 REQ'D
1'-0"
1"
R1"
R1 1/2"
9 3/16"
3/4"
STIFFENER PLATE A
1/2" PL.,ASTM A572, GR.50, 4 REQ'D
STIFFENER PLATE C
1/2" PL.,ASTM A572, GR.50, 2 REQ'D
2'-0"
9"
R1"
7/8"
R1"
7 1/16"
LATCH
ASTM A108, GR.1018, 1 REQ'D
10"
6"
TIE BAR
1/2" PL.,ASTM A572, GR.50, 20 REQ'D
LUG STIFFENER
1/2" PL.,ASTM A572, GR.50, 4 REQ'D
1'-1"
10"
COUNTER WEIGHT
ASTM A108, GR.1018, 1 REQ'D
11"
5"
CW ARM
1" PL.,ASTM A572, GR.50, 1 REQ'D
1'- 3/4"
CUT PROFILE AS REQUIRED SO THAT THE CL.
OF BAR IS HORIZONTAL WHEN HOOKS ARE
ENGAGED WITH THE TRASHRACK
4"
SCALE 1 : 8
DETAIL
SCALE 1 : 8
DETAIL
SCALE 1 : 3
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
M-401
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
T R
A S
H R
A C
K
L
I F
T I N
G
B
E A
M
L I N
K A
G
D
M E
C H
I N
I S
M
D
E T
A I L
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
R C
L A
Y
R C
L
/1
TRASHRACK LIFTING BEAM LINKAGE DETAIL
PICK-UP POSITION, CHANNEL HIDDEN FOR CLARITY
TRASHRACK LIFTING BEAM LINKAGE DETAIL
RELEASE POSITION, CHANNEL HIDDEN FOR CLARITY
HOOK A DETAIL 1
M-401
PICK UP DETAIL
HOOK A DETAIL 2
M-401
RELEASE POSITION
M-401
M-401
PIN Y
PIN Y
PIN Z
PIN X
PIN X
SET THE SCREW SO THAT IT
STOPS HOOK ROTATION WHEN
THE HOOK IS IN THE PICK UP
POSITION
M-401
HOOK B DETAIL
M-401
SCREW DETAIL
135°
157.5°
HOOK B
CLEVIS PIPE ASSEMBLY
CLEVIS PIPE ASSEMBLY
CLEVIS
CLEVIS
HOOK A
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
R-101
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
O R
I G
I N
T
A
C
K
A
S B
U I L
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
N A
R C
L
FOR REFERENCE ONLY.
NOT FOR CONSTRUCTION.
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
R-102
R S
K
E R
R
P
O W
E R
H O
U S
E
S P
I R
O
O
K
R
R
T
R A
S H
R A
C K
O R
I G
I N
T
A
C
K
L
I F
T I N
G
B
E A
M
A S
B
U I L
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A T E
N A
R C
L
FOR REFERENCE ONLY.
NOT FOR CONSTRUCTION.
| RSK Trashrack COVERSHEET |
| RS KERR TRASH RACK_BCOES_CORRECTED |
File details come from the government source that posted it. Updated .