C05__Attachment_1_Drawings.pdf
PDF 2 MB Posted
- Attached to
- SCCAO Fish Counting Bucket Replacement
- Solicitation number
- 140R2026Q0088
About this file
This document is a set of technical engineering drawings for the Tracy Fish Collecting Facility Fish Counting Bucket, a component of the Central Valley Project operated by the Bureau of Reclamation under the U.S. Department of the Interior.
The drawings provide detailed specifications and design schematics for four interconnected assemblies: the Main Body (drawing 863-208-63238), Wire Mechanism (drawing 863-208-63239), Cone Valve Details (drawing 863-208-63240), and Lever Mechanism (drawing 863-208-63241). The Main Body consists of a cylindrical stainless steel Type 316L vessel with a 4-foot inner diameter, top plate assembly, perforated metal plate drain detail, and integrated stiffeners. The Wire Mechanism includes a pick-up ring assembly rated for 8,000 pounds minimum capacity, cone valve with 35-pound minimum weight, steel tie bars, cable guidance system, and rubber gasket sealing components. The Cone Valve Details specify sheave assemblies, wire rope guides, and mechanical components with precise dimensional tolerances. The Lever Mechanism provides manual operation capability through a lever bar system with ball joint rod ends and pivot point assembly. All materials throughout must be stainless steel Type 316L unless otherwise noted, with standard welds of 3/16 inches unless specified differently. The drawings include extensive detail callouts, cross-sectional views, assembly notes regarding welding specifications, bolt torque requirements, dimensional tolerances, and surface finish requirements (deburring and edge breaking). These engineering designs were prepared for Specifications No. 20-C0955 and were designed, drawn, checked, and approved by Bureau of Reclamation staff including Ali Ziaei, Andrew Chan, and Samuel Garrison-Terry.
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| C05__Attachment_3_Buy_American_Act_Certificate_140R2026Q0088.docx | DOCX document | |
| Sol_140R2026Q0088.pdf |
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Text version
AL
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FISH COUNTING BUCKET
MAIN BODY
SACRAMENTO, CA
863-208-63238
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
Ali Ziaei
Andrew Chan
Samuel Garrison-Terry
TYP.
8 EQUAL SPACES
C BEAML
C STIFFENERL
C STIFFENERL
TIE BAR
LP
C 5"X9
NOTE: PICK UP RING
NOT SHOWN
1/4 "
VALVE SUPPORT
LC STIFFENER
STIFFENERLC
1/2" TOP PLATE
2 1/2" SHEAVE NOT SHOWN
LP 1 1/4" x1/4" x5"
45°
LP 1 1/4" x1/4" x5", TYP. OF 2
TOP PLATE
LP 3/8" STIFFENER, TYP. OF 8
LP 1/4" X 1'-6" X 4 1/4"
LP 1/4 "
METAL BAR HOLDER
1/8" THICKNESS
6" RADIUS TYP.
LP 5/16 "
NOTES
1. ALL MATERIALS SHALL BE STAINLESS
STEEL TYPE 316L UNLESS OTHERWISE
STATED.
2. 16 GAUGE PERFORATED PLATE WITH Ø
3/32" HOLE AND 5/32" CENTER TO CENTER.
3. WHEN SIZE OF WELD IS NOT SHOWN USE
3/16" WELD.
4. NOTE NOT USED.
5. MINIMUM YIELD STRENGTH OF 50 ksi FOR C
5"X9.
6. LOCATION AND LENGTH OF SLOT TO BE
DETERMINED BY CONTRACTOR. LENGTH
SHALL NOT EXCEED 1".
7. ALL SURFACES MUST BE SMOOTH. DEBURR
AND BREAK ALL EDGES.
8. TOP PLATE SHALL BE FLAT AND LEVEL ALL
AROUND.
9. TOP PLATE NEED NOT BE BEVELED UNDER
C 5"X9.
10. STUD WELDED 1/4" X 3/4", DOUBLE NUT
AND WASHER , TYP. 3 STUD WELDS PER
METAL BAR HOLDER, TO HOLD
PERFORATED PLATE IN PLACE.
11. ALL BOLTS, NUTS, AND WASHERS SHALL BE
STAINLESS STEEL TYPE 316L.
6. MAIN BODY SHALL BE ONE PIECE WITH CUT
OUT SECTIONS FOR THE PERFORATED
PLATE.
7. DRAWING DEVELOPED FOR
SPECIFICATIONS NO. 20-C0955. SEE DWG
863-208-63240 FOR FULL DRAWING LIST.
5/16
TYP.
R =1/4"
TYP.
5/16 " P, TYP.
1/4" PROTECTOR PL
LP 5/16 "
LP 3/8" STIFFENER
3/16
TYP.
TYP.
LC 3 1/4" O.D.
SHEAVE AND
CABLE GUIDE
LP 3/8"
CABLE NOT SHOWN.
C 5x9, TYP.
SEE NOTE 5
1/2" SLOT. SEE NOTE 6
3/16
3/16
1/2" TOP PLATE
Ø 4' ID
Ø 10" ID
BEVEL 1/2" TOP
PLATE
ALL AROUND,
SEE NOTE 9
5/16"
1"
2 3/8"
5/16
1/2"
1"
1"
METAL BAR HOLDER
1/8 " THICKNESS
1'-0"
1" B
63240
C
63241
63241
63239
63239
63239
63239
1/2 " TYP.
PLAN VIEW
1" = 1'
LONGITUDINAL SECTION A 1" = 1'
FISH BUCKET DRAIN DETAIL4 1" = 1'
STIFFENER SECTIONC 6" = 1'
TOP PLATE SECTION B 3" = 1'
PERFORATED METAL PLATE DETAIL3 1 1/2" = 1'
STIFFENER DETAIL1 1 1/2" = 1'
TOP PLATE DETAIL2 1 1/2" = 1'
63240
CONCRETE PIT 5
GASKET LEDGE5 1" = 1"
1"
1 1/2"
3/16
LP 5/16 "
PROTECTOR X 2 3/8 "
2'-10"
LP 1/4"
2"
3°
SEE NOTE 10
RUBBER GASKET
2 3/8"
1"L
A
SEE
NOTE 2
3'
6'-6"
5 5/8"
TYP.
6'-9"
20°
11 1/2"
68°
5"
3/16"
SWAGED
TYPE CLEVIS
4'-3"
SEE NOTE 2
4 1/4"
3'
4'-5 1/2"
7"
4 1/2"
1'-1 7/8"
AY
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FI
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B U
C K
ET
FISH COUNTING BUCKET
WIRE MECHANISM
SACRAMENTO, CA
863-208-63239
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
Ali Ziaei
Andrew Chan
Samuel Garrison-Terry
NOTES
1. ALL MATERIALS SHALL BE STAINLESS
STEEL TYPE 316L UNLESS OTHERWISE
NOTED.
2. ALL WELDS SHALL BE 3/16 " UNLESS
OTHERWISE SHOWN.
3. 16 GAUGE PERFORATED PLATE WITH Ø
3/32" HOLE AND 5/32" CENTER TO
CENTER.
4. MINIMUM YIELD STRENGTH OF 36 ksi FOR C 5"X9.
5. CONE VALVE TO HAVE A MINIMUM
WEIGHT OF 35 POUNDS.
4. PLATES SHALL BE FLAT AND LEVEL ALL
AROUND.
5. TOP PLATE NEED NOT BE BEVELED
UNDER C 5"X9.
6. 1/4" PLATE TO BE WELDED BELOW
BOTTOM STEEL TIE BAR.
7. PILOT HOLE IN RUBBER TO BE SAME
SIZE OF RESPECTIVE BOLT SHANK.
8. EIGHT (8) BOLTS WITH WASHER AND
NYLOC NUT TO BE EQUALLY SPACED
WITH EACH BOLT TIGHTENED TO
DEPRESS RUBBER GASKET.
9. PICK UP RING SHALL BE RATED FOR AT
LEAST 8,000 lbs.
10. ALL BOLTS, NUTS, AND WASHERS SHALL
BE STAINLESS STEEL TYPE 316L.
11. DRAWING DEVELOPED FOR
SPECIFICATIONS NO. 20-C0955. SEE DWG
863-208-63240 FOR FULL DRAWING LIST.
LC
LC
TYP.
LP 1/4 "
6" x 8" HOLE
IN
BOTTOM BARTOP BAR
3 1/2" TYP.
6" 6"
Ø5/8"
ROD
N.C. THREAD FOR
RUBBER WASHER
AND 2 NYLOC NUTS
TYP.
3"
PICK UP RING STOP
TOP TIE BAR
PICK UP RING
BOTTOM
TIE BAR LP 1/4 "
1/4" X 1'-6"X 4 1/4"
LONG PLATE,
TYP. ON
BOTH SIDES
C 5"X9
1"
1/4
PICK UP RING
1/4
TYP.
1/4" X 1'-6"
LONG PLATE,
TYP. ON BOTH SIDES
TOP
TIE BAR
BOTTOM
TIE BAR
Ø 1 3/8" x 3 3/8"
PIN WITH TWO
COTTER PINS
PICK UP
RING STOP
TO FIT GAP
BETWEEN
CHANNELS
GRIND PLATE TO MATCH
CURVATURE OF CHANNEL
2"
1'-6" 1'-6"
7" 1"
1/4"
1"
1/4
LP 1/4" TYP.
SEE NOTE 6
6" x8" HOLE
IN 1/4" PLATE
Ø 1" SCHEDULE
10 PIPE
4 REQUIRED
Ø 3/4"
SCHEDULE
10 PIPE
PIPE
TO BAR
DRILL AND TAP 3/4 " X 1" LONG
BAR FOR HEX HEAD SCREW
18-8 STAINLESS STEEL,
3/8"-16 X 3/4", TYP.
9" 1"
1'-7"
STEEL TIE BARS DETAIL
63238
1 1/2" = 1'
CONE VALVE AND ROD ASSEMBLY DETAIL
63238
3" = 1'
VALVE SUPPORT DETAIL
63238
3" = 1'
PICK UP RING SECTIOND 6" = 1'
PICK UP RING DETAIL
63238
3" = 1'
6" x 8" HOLE
IN 1/4" PLATE
1" Ø STEEL
PIPE, TYP. OF 4
LC PLATE, HOLE
LC
PLATE
LC
HOLE
2"
Ø1'-2"
VALVE SUPPORT PLAN DETAIL10 3" = 1'
D
2 1/2"
SEE NOTE 8
1" HALF
COUPLING AND
SOCKET HEAD
PLUG
2'-11" 1 1/2"
1'-5"
11 3/4"
1"
1 1/2"
1/8"
1/4 " P
3/8" PLATE
1'-1"
1"
RUBBER GASKET DETAIL, TYP.11 1" = 1"
RUBBER GASKET
PHILLIPS FLAT HEAD
SCREW 3/8" -16 X 1 3/4"
SEE NOTE
9 AND 10
Ø 1"
8"6"
2" 9"
BOLT CIRCLEL
3'
3'
1'-6"
11 GA
SHEET
2 1/2"
1/4" TYP.
1/4"
1 1/4"
4 1/4"
2" TYP.
LC
SEE NOTE 11
3 1/2"
HEX HEAD SCREW
18-8 STAINLESS
STEEL,3/8"-16 X
3/4", TYP.
TYP.
TAPPED AND THREADED FOR Ø 1/4"
MACHINERY EYEBOLT WITH
SHOULDER WITH 1" SHANK LENGTH.
SEAL WITH BLUE THREADLOCKER
1'-6 1/4"
5"
1'-6"
5/8"
5/8"
LC
1'-1"
1'
R 2"
TYP.
1"
4" 1/4 TYP.
AY
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FI
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B U
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ET
FISH COUNTING BUCKET
CONE VALVE DETAILS
SACRAMENTO, CA
863-208-63240
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
Ali Ziaei
Andrew Chan
Samuel Garrison-Terry
NOTES
1. ALL MATERIALS SHALL BE STAINLESS STEEL
TYPE 316L UNLESS OTHERWISE STATED.
2. ALL WELDS SHALL BE 3/16 " UNLESS
OTHERWISE SHOWN.
3. 16 GAUGE PERFORATED PLATE WITH 3/32" Ø
HOLE AND 5/32" CENTER TO CENTER
4. TACK WELD 1 1/16 " O.D. S.S. F436 CIRCULAR
WASHER ON C 5"X9 TO PREVENT EXCESSIVE
LATERAL MOVEMENT OF SHEAVE. ENSURE
1/16 " GAP BETWEEN SHEAVE AND WASHER.
5. 1/8" THICK CURVED METAL PLATE OVER
SHEAVE TO PREVENT WIRE ROPE FROM
JUMPING SHEAVE. WELD PLATE ONLY ON ONE
L 2" X 2" X 1/4" .
6. ALL BOLTS, NUTS,AND WASHERS SHALL BE
STAINLESS STEEL TYPE 316L.
7. DRAWING DEVELOPED FOR SPECIFICATIONS
NO. 20-C0955.
LC TRANSPORT
BUCKET
AND HOLE
PICK UP RING
NOT SHOWN
C BOLTL
PICK UP
RING STOP
CABLE GUIDE P 1/4"
WIRE ROPE GUIDE BAR
3/16
1 3/8 "
3 1/4"
1 1/8"
3"
7/8"
Ø 1/2 " HOLE
BOTTOM
TIE BAR
TYP.
TYP.
LC BUCKET
DRILL Ø 5/8" FOR
Ø 1/2 " STUDS
(TOTAL 2)
BAR 2"x 1/4" x1 1/2"
SHEAVE WITH WASHERS,
Ø 1/2 " BAR STOCK
WITH SELF LOCKING
NUTS ON EACH END
3 1/8" L-ANGLE
STEEL 2"X 2"X 1/4"
TOP TIE BAR
PICK
UP RING
STOP
TACK WELD, TYP.
TYP.
C 5"X9
1 1/4"
1"
2"
3/16
1/2" DRILL
LC BUCKET
PICK UP
RING STOP
BOTTOM TIE BAR
WIRE ROPE GUIDE
BAR 1 1/4"x2"x 1/4"
CASTER
TOP TIE BAR
1 1/4"
1/4"
C SHEAVEL
LP 1 1/4" x1/4" x 5"
TYP.
DRILL Ø 1/2" HOLE
TO MATCH SHEAVES
Ø 1/2 " BAR STOCK
WITH SELF LOCKING
NUTS ON EACH END
SEE NOTE 4
NOTE: WIRE ROPE
NOT SHOWN
1/2" SLOT
3/16
C 5"X9
SEE NOTE 6
3"
CL
SEE
NOTE 5
1/8" ROLLER SHIELD
SHEAVE
1/8 "
3.25"
0.94"
TYP.
WIRE MECHANISM DETAIL
63238
6" = 1'
WIRE MECHANISM SECTIONE 6" = 1'
WIRE ROPE GUIDE BAR SECTIONF 6" = 1'
TOP PLATE WIRE MECHANISM DETAIL
63238
6" = 1'
SHEAVE DETAIL TYP.
63238
6" = 1'
E
F
R1 3/4"
3 1/8"
0.72" OUTER DIMENSION
1/8" TYP.
AROUND
SHEAVE
C OF WIREL
1 1/4"
1 1/2" L
3 1/8" L-ANGLE
STEEL 2"X 2"X 1/4"
REFERENCES
863-208-63238 863-208-63239 863-208-63240 863-208-63241 40-D-7102
MAIN BODY
WIRE MECHANISM
CONE VALVE DETAILS
LEVER MECHANISM
SAMPLE TITLE BLOCK
SEE NOTE 5
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FI
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B U
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FISH COUNTING BUCKET
LEVER MECHANISM
SACRAMENTO, CA
863-208-63241
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
Ali Ziaei
Andrew Chan
Samuel Garrison-Terry
LEVER BAR,
FULLY OPENED
SEE NOTE 2
DURABLE RUBBER
SLEEVE, SEE NOTE 3
Ø 1" LEVER BAR
STOPPER PLATE
2'-4 58"
SEE NOTE 2
NOTES
1. ALL MATERIAL SHALL BE STAINLESS STEEL
TYPE 316L UNLESS OTHERWISE NOTED.
2. ADJUST THE POSITION OF U-STUD
ACCORDINGLY TO ENSURE THAT THE VALVE IS
FULLY LOWERED AND THE WIRE ROPE TAUT.
APPROXIMATELY 8 5/8". CONTRACTOR TO
VERIFY.
3. LEVER TO BE MINIMUM Ø 1" SOLID ROD WITH
DURABLE RUBBER SLEEVE.
4. LEVER BAR TO REST ON STOPPER PLATE WHEN
VALVE IS FULLY CLOSED.
5. ALL BOLTS, NUTS,AND WASHERS SHALL BE
STAINLESS STEEL TYPE 316L.
6. DRAWING DEVELOPED FOR SPECIFICATIONS
NO. 20-C0955. SEE DWG 863-208-63240 FOR
FULL DRAWING LIST.
CHANNEL
TOP PLATE
SEE NOTE 4
LEVER BAR
SHEAVE
U-STUD
PIVOT POINT
1"
1/2" NUT
3/8 " STIFFENER LP
1/4" PROTECTOR LP
1/4
BALL JOINT ROD END
1" LEVER BAR
SEE NOTE 3
1/2" - 2" HEX BOLT
1"
CLIP
THIMBLE
LEVER
TYP.
Ø 3/16 " STRAND CORE WIRE ROPE
1"
4"
8"
LEVER DETAIL
63238
3" = 1'
LEVER ELEVATION SECTIONG 3" = 1'
LEVER MECHANISM DETAIL
63238
6" = 1'
U STUD DETAIL17 6" = 1'
G 60004
60004
C BEAML
C RODL
C STIFFENERL
1 1/2"
PIVOT POINT
1/4" Ø U-STUD
Ø
ROD END DETAIL18 6" = 1'
STOPPER PLATE DETAIL19 1" = 1"
LEVER
C RODL
2"
4" x1"x1/8" SHEET
9" 1'-4 5/8" 3"
2 1/2"
LEVER DETAIL20 6" = 1'
6" 4 1/2"
3"
1/2" - 2" HEX BOLT
5/8"-18 BALL
JOINT ROD
END
SEAL WITH BLUE
THREADLOCKER.
LEVER BAR
6"
1 1/2"
METAL BAR HOLDER
1.50"
34.00"
0.75"
.0
0"
G O
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N ot e
See Note 4
Trim line, see Note 5
Trim line, see Note 5
See Note 2
0.
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SHEET
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CONTENTS
(THREE LINES
MAXIMUM)
DETAILS
(THREE LINES
MAXIMUM)
CITY, STATE
PRJ-STA-SEQ
YYYY-MM-DD
NUMBER
DRAWN
ACCEPTED
BUREAU OF RECLAMATION
U.S. DEPARTMENT OF THE INTERIOR
YAKIMA PROJECT
KENNEWICK DIVISION
CHANDLER PUMPING PLANT
SWITCHYARD - STEEL STRUCTURES
DRAWN
MANUFACTURER OR CONTRACTOR
ACCEPTED
TITLE
1. Government will provide contractor with an electronic AutoCAD template to be used by manufacturer for submittal of manufacturer's/contractors drawing in Government format.
2. The manufacturer's title block and drawing revisions as a result of the submittal process, may be located anywhere outside of the trim lines. The location shown on this drawing is the Government's preferred area.
3. The manufacturer shall show the Government solicitation/specification number, the manufacturer's name, drawing and sheet number in this area.
4. Government drawing number(s) will be issued at the end of the submittal process and drawing will be entered into the Government's electronic drawing system by the Government.
5. Trim lines shall be shown on all submitted drawings.
NOTES
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DRAWING BORDER,
SAMPLE TITLE BLOCK,
AND SIGNATURE LINES
DENVER, CO
40-D-7102
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
S. NITTA
S. NITTA
D. CRAWFORD
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1. Information Management Handbook (IMH - 2020), Chapter 2, Section 9.A.4 - "Sheet Border" and Figures G2, G3, and G4.
REFERENCE
R. BARTHEL, P.E.
R.W. LAFOND, P.E.
R el ea se d
AutoCAD SHX Text
ALWAYS THINK
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SAFETY
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AutoCAD SHX Text D
AutoCAD SHX Text C
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text D
AutoCAD SHX Text C
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text
ALWAYS THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
REV NO
AutoCAD SHX Text
REV NO
AutoCAD SHX Text
REV NO
| 863-208-63238-RD-1 |
| Sheets and Views |
| 22 x 34 |
| 863-208-63239-RD-1 |
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| 863-208-63240-RD-1 |
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| 40-D-7102 |
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| 40-D-7102 |
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