24R0010_Plans_V2_Amend005.pdf
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- Attached to
- Lower Snake River Navigation Lock Tainter Valve System Upgrades Federal contract opportunity
- Solicitation number
- W912EF24R0010
About this file
This document contains design drawings and specifications for the upgrade of the tainter valve system at the Little Goose Lock and Dam on the Snake River in Oregon, Washington, and Idaho. The key details are:
The project scope involves replacing 16 tainter valves (4 at each of 4 dam sites) including the valve bodies, mechanical operating equipment, hydraulic systems, and electrical systems. The tainter valves are large, weighing approximately 54,000 lbs each. The fabricator must be AISC-certified with a Fracture Critical Endorsement. The work includes removing the existing equipment and installing the new replacement components. Only one pair of valves will be replaced at a time to maintain navigation operations. The contractor must establish effective on-site safety, quality control, and project management programs. Submittals, testing, and record drawings are required. The contract type is a hybrid construction with supply, with an estimated construction value between $10-25 million. The solicitation number is W912EF24R0010.
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5/8" FLANGE PLATE
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5/8" FLANGE PLATE
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FLOW
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2 1/2" GUSSET PLATE (FCM)
0.03 A
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ASTM A106 GRADE C (FCM)
1'-3 1/2" NOMINAL ID, LINE BORE FOR FN2 FIT W/ BUSHING
1'-8 1/2"
1'-1 3/16"
2" ARM PLATE (CONT)(FCM)
0.03 A
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CL STIFFENERS
CL LIFTING CLEVISES
CL TRUNNION
CL VALVE
CL VALVE AND TRUNNION
CL VALVE
20°
+0 .0
-0 .0
+0 .0
-0 .0
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0 4' 0"2' 0"1' 0"
0 4' 0"2' 0"1' 0"
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B
SYMMETRIC ABOUT CENTERLINE
2' -7
S-502 E5
K1
SPREADER PIPE, SEE
NOTES 1, 2, &3
GENERAL NOTES
1. SPREADER PIPE IS DESIGNED ONLY FOR LIFTING
THE VALVE AND IS NOT FOR ARM ALIGNMENT
2. ALIGNMENT OF THE VALVE ARMS MUST BE
VERIFIED WITH THE SPREADER PIPE REMOVED.
3. REMOVE SPREADER PIPE AND HAND OVER TO
GOV'T AFTER INSTALLATION OF THE VALVE AND
BEFORE FINAL COMMISSIONING.
4. MEMBERS FOR THE CURVED SECTIONS AT THE
TOP AND BOTTOM OF THE ARM WRAPPER PLATE
MAY BE ROLLED STEEL PLATE IN LIEU OF HSS 12.75X0.625.
MATERIAL PROPERTIES MUST ADHERE TO FRACTURE CRITICAL
TENSION MEMBERS AS OUTLINED IN MATERIALS ON S-001.
SEE NOTE 2
.0
A
19'-6" D/S FACE OF SKIN PLATE
0.
A
4'-4 5/8"8 13/16"
HALF ROUND
HSS 12.75 X 0.625 (FCM)
5/8" X 12" FLANGE PLATE (FCM)
HALF ROUND
HSS 12.75 X 0.625 (FCM)
SEE NOTE 4
K1 SCALE:
SECTION - TAINTER VALVE
3/4" = 1'-0"
A5 SCALE:
SIDE ELEVATION - TAINTER VALVE
3/4" = 1'-0"
8" 1'
-5
1' -5
17'-11 3/16"
5/8" PLATE,
CLOSURE
PLATE (FCM)
2 1/2" GUSSET PLATE (FCM)
ARM CLOSURE
PLATE STIFFENER
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NOTE: SHOWN WITH ARM WRAPPER/FLANGE PLATES
0 16' 0"8' 0"4' 0"
G15 SCALE:
DETAIL - ISOMETRIC
3/16"=1'-0" 0 16' 0"8' 0"4' 0"
GENERAL NOTES
1. MACHINE STOP BAR AND FLANGE FOR BEARING, SEE DETAIL A13/S-505 (TYP).
2. MEMBERS FOR THE CURVED SECTIONS AT THE TOP AND BOTTOM OF THE
ARM WRAPPER PLATE MAY BE ROLLED STEEL PLATE IN LIEU OF HSS
12.75X0.625. MATERIAL PROPERTIES MUST ADHERE TO FRACTURE CRITICAL
TENSION MEMBERS AS OUTLINED IN MATERIALS ON S-001.
A3 SCALE:
DETAIL - ARM FRAMING
3: = 1'-0" 0 1'-0"6"3"
LIFTING HEAD ASSEMBLY BEYOND, (FCM)
SEE SHEET S-505
5/
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/2
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/2
TY
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NOTCH HSS 12.75X0.625 FOR
2" ARM PLATE (NO WELD)
SEE NOTE 2
2 1/2" RADIUS
R 1' -5 5/16"
S-401
REF
S-401
REF
5/8" FLANGE PLATE (FCM)
PROVIDE EXTRA MAT'L THEN GRIND
RADIUS TANGENT TO PLATES
AFTER WELDING (TYP)
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7/
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R1/8"
R2'-0"
NOTCH FOUNDATION PLATE AND
SKIN PLATE FOR SIDE SEAL LEG
EXTENSION
FACTORY MOLDED JOINT AT SIDE
SEAL TO LEG EXTENSION
TIGHT FIT CONTACT AT SIDE SEAL
LEG EXTENSION TO TOP SEAL
R1"
3:1 SLOPE
3" DIA SEAL BOLT
ACCESS HOLE
CJP (TYP)
CENTERLINE RADIAL TO ARM WP
CJP
(TYP)
A3
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1" PLATE
2 1/2" RADIUS
NOTCH HSS 12.75X0.625 FOR
2" ARM PLATE (NO WELD)
SEE NOTE 2
1/2" X 3/4" X 8" STOP
BAR, SEE NOTE 1
A15 S-505
A13 SCALE:
DETAIL - ISOMETRIC
3/16" = 1'-0"
E5 SCALE:
DETAIL - TOP OF VALVE FRAMING
2" = 1'-0"S-402
REF
NOTE: CLOSURE ASSEMBLIES, SEALS AND ARM WRAPPER PLATES NOT SHOWN FOR CLARITY
18' 4" TO WP
SIDE SEAL
RUB BAR
1'-1 1/2"
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VA
LV
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ST
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2 1/2" OD x 3/8" WALL
6061 T6511 ALUMINUM TUBE
5"CS 4 x 2.33 6061-T6
ALUMINUM
1' -3
1'
-0
/4
2 EA. HANDLES SHALL
BE CONSTRUCTED OF
1 1/2" OD X 1/4" WALL
6061-T6511 ALUMINUM
TUBE WITH KNURLED
SURFACE ON GRIP AREA
1/4 TYP
3/83/16
1/2" THICK 6061-T6
ALUMINUM PLATE
3/8
3/8 TYP
1/2" THICK 6061-T6
ALUMINUM PLATE
1'-0" 1'-0"
A1 SCALE:
ELEVATION: VALVE STAND VIEW 1
3"=1'-0" A6 SCALE:
ELEVATION: VALVE STAND VIEW 2
3"=1'-0"
D11 SCALE:
SECTION: VALVE STAND
3"=1'-0"
A16 SCALE:
ISOMETRIC
NTS
4' -0
5/
0 1'-0"6"3" 0 1'-0"6"3"
0 1'-0"6"3"
A6
1'-0"
1' -0
1' -3
/2
WF 8 X 11.8
6061-T6 ALUMINUM
D11
D11
GENERAL NOTES
1. FURNISH 8 VALVE STANDS FOR LITTLE GOOSE LOCK AND DAM.
8" 8 1/2"
3/8
3/8TYP
3/8
3/8 TYP
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CROSSHEAD-PUSHROD ASSEMBLY
SHEETWEIGHT (LBS)MATERIALLENGTHDESCRIPTIONQTYITEM
M-5071192.91UNS S31600 CROSSHEAD21
-1717.78ASTM A519 GRADE 414018'-6 3/8"PUSHROD - VALVE 1 & 2 - LOWER22
-1714.78ASTM A519 GRADE 414018'-6"PUSHROD - VALVE 1 & 2 - INTERMEDIATE43
-1614.64ASTM A519 GRADE 414017'-5 1/2"PUSHROD - VALVE 1 & 2 - UPPER24
THIS SHEET75.41UNS S21800 PUSHROD CONNECTOR85
7/8" X 1.000" DEEP
4X TYP
1'-1"
5" 1/2" 2" 1/2" 5"
5"
6 1/2"6 1/2"
7/8" X 1.500" DEEP
BOTH ENDS
6"
90°"
A17 SCALE:
END VIEW - PUSHROD
CONNECTOR
6" = 1'-0"
E17 SCALE:
ISOMETRIC - PUSHROD
CONNECTOR
NTS
GENERAL NOTES
1. QUANTITIES SHOWN ARE FOR ONE FILL VALVE, ONE DRAIN VALVE
0.125" X 45° CHAMFER
BOTH ENDS
3/
8"
ENDS NEED TO BE PERPENDICULAR
TO CENTERLINE WITHIN 0.0005" TIR
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0.
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4 1/2"-6 UN-3B
6"
RC9 FIT IN
GUIDES
1/
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A6 SCALE:
SECTION - TYPICAL PUSHROD
3" = 1'-0"
H6 SCALE:
PLAN VIEW - TYPICAL PUSHROD
3" = 1'-0"
A1 SCALE:
EXPLODED VIEW
NTS 0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 1" 2" 3" 4"0 1" 2" 3" 4"A11 SCALE:
ELEVATION - PUSHROD CONNECTOR
6" = 1'-0"
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GUIDE ASSEMBLY
SHEETWEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
M-510222.45VARIESPUSHROD GUIDE ASSEMBLY41
THIS SHEET362.35UNS S31600CROSSHEAD GUIDE END22
M-511914.77ASTM A511 GR S32550CROSSHEAD GUIDE ROD23
- ASTM F5931"-8 UNC X 11-1/2" LONG STRUCTURAL
BOLT W/ (2) WASHERS & HEX NUT
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'-2
CROSSHEAD GUIDE END
CROSSHEAD GUIDE ROD
7 1/8"
CLASS LC3 FIT ON GUIDE ROD
10"
1/8"
R12"
3/
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2"2" 8 1/8"8 1/8"
7"
3 1/4"3 1/4"
1/
2"
7"
3 1/4"3 1/4"
7"
1 5/16"
8 PLACES
2 1/4"
SPOT FACE
8 PLACES
3/
4"
3/
8"
3/ 4"
M
IN
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GUIDE ROD END
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3 1/2"3 1/2"
1 3/4" BOSS
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10"
1.000 + .000
.005+LINE DRILL AND REAM
FOR 1.000" BOLT
C1 SCALE:
EXPLODED VIEW - GUIDE
ASSEMBLY
NTS
A5 SCALE:
END VIEW - GUIDE ASSEMBLY
NTS
D5 SCALE:
ELEVATION - GUIDE ASSEMBLY
NTS
F10 SCALE:
PLAN - CROSSHEAD GUIDE END
3" = 1'-0" 0 3" 6" 9" 12"
A10 SCALE:
ELEVATION - CROSSHEAD GUIDE END
3" = 1'-0" 0 3" 6" 9" 12" A17 SCALE:
END VIEW - CROSSHEAD GUIDE
END
3" = 1'-0" 0 3" 6" 9" 12"
A17 SCALE:
ISOMETRIC - CROSSHEAD
GUIDE END
3" = 1'-0"
K10 SCALE:
ELEVATION - CROSSHEAD GUIDE ROD
1 1/2" = 1'-0" 0 6" 1' 2'
11.375 - 0.002 0.000+
2'-9 1/4"
1. BREAK ALL SHARP EDGES.
2. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES EXCEPT AS
NOTED. SURFACE TEXTURE PER ANSI B46.1
3. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8 OR 300
SERIES STAINLESS STEEL AND INSTALLED WITH LIBERAL APPLICATION OF LOCTITE
592 ANAEROBIC THREAD LOCKING AND THREAD SEALING COMPOUND OR EQUAL.
4. CYLINDRICAL FIT DESIGNATIONS FROM ANSI B4.1-1967 (R2009.)
GENERAL NOTES
22.750 - 0.004 0.000+
0 3" 6" 9" 12"
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| LG458429aS-402XXX_Amend005 |
| LG458429aS-502XXX_Amend005 |
| LG458429aS-508XXX_Amend005 |
| LG458429aM-506XXX_Amend005 |
| LG458429aM-509XXX_Amend005 |
File details come from the government source that posted it. Updated .