24R0010_Plans_V3_Amend004.pdf
PDF 999 KB Posted
- Attached to
- Lower Snake River Navigation Lock Tainter Valve System Upgrades Federal contract opportunity
- Solicitation number
- W912EF24R0010
About this file
This document appears to be a set of engineering drawings and specifications for the Lower Snake River Navigation Lock Tainter Valve System Upgrades project, part of Solicitation W912EF24R0010 issued by the U.S. Army Corps of Engineers, Walla Walla District.
The key details are: The project involves replacing 16 tainter valves (4 at each of the Ice Harbor, Lower Monumental, Little Goose, and Lower Granite locks and dams) along with associated mechanical equipment, hydraulic systems, and electrical components. The contractor must be certified under the AISC quality program. The work includes fabrication, removal of existing equipment, and installation of the replacements. Only one pair of valves will be replaced at a time to maintain navigation. The contractor will be responsible for managing safety, quality control, and submittals throughout the project. The estimated construction magnitude is between $10-25 million.
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Text version
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US Army Corps of Engineers
A1 SCALE:
ELEVATION - UPSTREAM VIEW
1" = 1'-0"
1" PLATE
1/2" CLOSURE ASSEMBLY,
SEE DETAIL A3/S-504 (TYP)
WT12X51.5 (TM, TYP)
3/4" FORMED PLATE
SS SEAL KEEPER PLATE
A8 SCALE:
SECTION - AT ARM
1'=1'-0" A12 SCALE:
SECTION - AT STIFFENER
1" = 1'-0"0 2' 0"1' 0" 6" 0 2' 0"1' 0" 6" 0 2' 0"1' 0" 6"
CL TRUNNION CL TRUNNION
CJP OR
CONT PLATE
CJP FLANGE
SKIN PLATE (TYP)
HUB (FCM)
2 1/2" GUSSET
PLATE (FCM)
MACHINE EDGE,
SEE DETAIL A15/S-505
1" X 2" BAR
SS SEAL FOUNDATION
BAR BEYOND
CJP, OPEN ROOT
A
SYMMETRICAL ABOUT CL
CL VALVE
C
5'-4 1/2"
0.
A
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LIFTING HEAD ASSEMBLY, (FCM)
SEE SHEET S-505
2 1/2" LIFTING CLEVIS PLATE (FCM)
1" X 11 3/8" STEM
3/4" FORMED PLATE
1" X 6 5/8"
FLANGE (TM)
1" X 11 3/8" STEM
CL STEM RADIAL
TO HUB (TYP)
1'-1 3/4"
CL STEM RADIAL
TO HUB (TYP)
1" X 8 1/2"
FLANGE (TM)
5/16
WT12X51.5 TO
1" PLATE (TYP)
5/16 TYP
(1/4) 3/8
(1/4) 3/8
TYP
2" ARM PLATE, (FCM)
(CONTINUOUS)
R1'-3 1/2"
CL TRUNNION
R2 1/4" (TYP)
R1'-5 5/16"
1'-0" (TYP)
R1 1/2"
(TYP)
CJP
CJP, OPEN ROOT
1/2" STIFFENER PLATE
(4 PLACES)
17'-1 3/16"
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A16
R1"
R2'-0"
A16 SCALE:
SECTION - AT LIFTING EYE ASSEMBLY
1"=1'-0" 0 2' 0"1' 0" 6"
7/8" SKIN PLATE
(FCM)
R3"
SEE F1/S-503 FOR
SEAL ASSEMBLY
AND WELDS
1/2" STIFFENER (TYP)
1/2" STIFFENER (TYP)
R3" (TYP)
1" PLATE (CONT)
5/16 TYP
5/16 TYP
5/16 TYP
CJP
A12
CJP FLANGE TO
FLANGE (TYP)
1 3/4" GAP (TYP)
1" PLATE,
SEE DETAIL
G11/S-503
S-503 A11
S-504 A3
CJP
(TYP)
5.
5.
5.
5.
5.63° 5.63°
5.63°
5.63°
BBB
PAINTED VALVE LABEL,
CENTERED ON UPSTREAM
FACE (NOT SHOWN), SEE
SPECIFICATIONS
3" DIA. SEAL BOLT
ACCESS HOLE
8 @ 1'11" = 15' -4"
G11 S-503
18'-6 5/8" TO ARM WP
18' 9" TO ARM WP
18" 6 5/8" TO ARM WP
20' 1 1/4" TO ARM WP
20' 1 1/4" TO ARM WP
.5
11.5°
F1 S-503
1 1/2" (TYP)
(1/4) 3/8
(1/4) 3/8
TYP, 2 1/2" PL TO
SKIN PL
5/16
TYP, 1" STEM TO
2 1/2" PL
(1/4) 3/8
(1/4) 3/8
TYP, 1" FLANGE
TO 2 1/2" PL
CJP, 3:1
TRANSITION
5/16 TYP
1/2" X 7" X 4" CLOSURE
MOUNTING PLATE (TYP)
5/16 5/16
TYP, 1" PL
TO SKIN PL
3/8
3/8TYP
18' 3/4" TO ARM WP
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US Army Corps of Engineers
GENERAL NOTES
DRILL & TAP 2 HOLES 1"-8 UNC-2B
ON 11.000" B.C. (FOR LIFTING EYES)
11"
1 HOLE - DRILL & TAP
3/8"-16 UNC FOR SET SCREW
4 1/2"-6 UN-3A
1/
2"
1/ 2"
1/
2"
1/
2"
6"
1'-3"
1/
2"
4 3/4"-6 UN-3B-LH
6" DEEP
1' -1
/2
1'-3"
5 1/16"
3/
4" 5/
8"
4"
TO SUIT CYLINDER ROD
1'-2"
SYNTHETIC RUBBER:
60-70 DUROMETER
HARDNESS
BONDED TO PLATES
4 3/4"
5"
1/ 4"
4 3/4"-6 UN-3A-LH
THREAD
MASK THREADS FROM PLATING
1/ 4"
R1/8"
PERPENDICULAR TO ROD
CENTERLINE WITHIN
0.0005" TIR
A1 SCALE:
BOTTOM VIEW - BUMPER ADAPTER
3" = 1'-0"
E1 SCALE:
SECTION - BUMPER ADAPTOR
3" = 1'-0" E12 SCALE:
SECTION - BUMPER
3" = 1'-0"
A12 SCALE:
PLAN - BUMPER
3" = 1'-0" A17 SCALE:
CUTAWAY VIEW - BUMPER
NTSA6 SCALE:
CUTAWAY VIEW - BUMPER ADAPTER
NTS
1. REFER TO M-502 FOR BILL OF MATERIALS.
2. BREAK ALL SHARP EDGES.
3. CYLINDRICAL FIT DESIGNATIONS FROM ANSI B4.1-1967 (R2009.)
4. CONNECT THE INDICATOR PUSHROD BRACKET AND BUMPER ADAPTOR TO
INDICATOR AND PUSHROD AS SHOWN IN REFERENCE DRAWINGS.
E1 − N1
E6 SCALE:
CUTAWAY VIEW - CYLINDER ROD END
NTS
3/ 4"
7/
8"
5"
6"Ø
7 3/4"Ø
9 1/4"Ø
11/16" THRU
8X TYP
7 3/4" B.C.
45°
L12 SCALE:
PLAN - PACKING
GLAND-CYLINDER
BASE
3" = 1'-0"
H12 SCALE:
SECTION
3" = 1'-0"
0 3" 6" 9" 12"
A14
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THREAD AS REQUIRED BY
CYLINDER MANUFACTURER
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
C H
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V
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FRONT ELEVATION SIDE ELEVATION
FRONT VIEW SIDE VIEW
ELEVATION - CLAMP
PLAN VIEW
ELEVATIONSECTION
ISOMETRIC
PLAN - CLAMP
KEEPER PLATE
EXPLODED VIEW
B
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VOLUME 3
M-505
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INDICATOR ROD ASSEMBLY
SHEETWEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
THIS SHEET87.79UNS S31600INDICATOR ROD BRACKET11
THIS SHEET166.53ASTM A312 GRADE TP316INDICATOR PUSHROD12
THIS SHEET673.52ASTM A36 STEELINDICATOR GUIDE13
THIS SHEET77.04SELF LUBRICATED MATERIALINDICATOR CROSSHEAD14
THIS SHEET1.3ASTM A36 STEELCROSSHEAD CLAMP15
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-X
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W
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US Army Corps of Engineers
D10 SCALE:
PLAN - PUSHROD INDICATOR BRACKET
NTS D16 SCALE:
PICTORAL - PUSHROD INDICATOR BRACKET
NTS
A16 SCALE:
ELEVATION - PUSHROD INDICATOR
BRACKET
NTSA10 SCALE:
ELEVATION - PUSHROD INDICATOR BRACKET
NTS
7"
1'-2"
3/ 4"
1/
2"
3 3/4"3"
1'-9 1/2"
/4
GROUT PAD - TYP
1'-6 1/2"
3/16" TYP
3 1/2"3 1/2"
MACH RM WALL
0'-0"
0'-6"
5'-6"
10'-6"
15'-6"
15'-9"
10 1/4"
'-0
1/
2"
2 1/2"
1" THRU
25/32"
'-1
1/
4"
C L
0' -0
/2
0' -0
/2
CL
0'-0 9/16"
0'-0 9/16"
1 3/4"
3/
4"
0' -0
0' -1
0' -2
0' -5
0' -6
7"
CL
0'-0 3/8"
3/4" THRU 1" THRU
1/
2"
1/ 4"
0' -0
0' -0
/2
0' -1
/2
0' -2
/2
0' -0
/2
0' -1
/2
0' -2
/2
1/ 4"
3/16"TYP
A1 SCALE:
CROSSHEAD CLAMP
6" = 1'-0" 0 1" 2" 3" 4"
F1 SCALE:
INDICATOR ROD
ASSEMBLY
NTS F4 SCALE:
INDICATOR PUSHROD
1/6
1'-6 1/2"
K5 SCALE:
INDICATOR GUIDE
NTS K10 SCALE:
SECTION
1 1/2" = 1'-0"
/3
2"
2" 4 7/8"4 7/8"
1/
2" 2"
1/
2"
5"
3" THRU
3/4" THRU
1" THRU
CL
0'-2 1/2"
0'-2 1/2"
8"
G15 SCALE:
INDICATOR CROSSHEAD AND CLAMP
3" = 1'-0"
11 3/4"
0 3" 6" 9" 12"
K11
1/
4"
0'-0"
0'-1 1/2"
0'-6 1/2"
21'-4 3/4"
21'-10"
1/
2"
1/2"
1/ 2"
1/2"
1/8" X 45° CHAMFER
1" THRU
3/4" THRU
UNDERSIZE Ø BY
0.030" OVERALL
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.
1" WEDGE ANCHORS
16X TYP
0.125 X 45° CHAMFER
TOP & BOT OF SLOTS
1/2-13 UNC X 2" LONG CARRIAGE BOLT
WITH LOCKNUT, 2X TYP
6"
15/32"
1' -4
9/
6" 2'-6 1/4"
3'-0 1/4"
6" 3/ 4"
1/ 2"
15°
1"
6 1/16"
6" 2'-11 1/4"
1" THRU
1/
3'-9 1/2"
/2
1/4" TYP
GENERAL NOTES
1/4"
0 6" 1' 2'
D
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D
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Ø 2-1/2" SCH 40
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6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B
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D R
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C H
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P
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C O
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VOLUME 3
M-507
FI
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O F
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CROSSHEAD
SHEETWEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
M-5089.35UNS S31600RETAINER RING41
M-5080.08FKMCROSSHEAD WIPER SEAL42
M-5083.26UNS S31600CROSSHEAD PIN RETAINER23
M-508130.03UNS S17400 CONDITION H1150CROSSHEAD PIN14
-3.34SELF-LUBRICATED MATERIAL PER SPECCROSSHEAD ISOLATION WASHER25
THIS SHEET1192.91UNS S31600CROSSHEAD HOUSING16
M-5082.65FRACTURE-CRITICAL BEARINGCROSSHEAD BUSHING47
-0.26ASTM F5933/4"-16 UNC X 3/4" LONG HEX BOLT48
-0.16ASTM F5931/2"-20 UNF X 2" LONG HEX BOLT489
FI
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US Army Corps of Engineers
GENERAL NOTES
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
4. BUSHING SHALL BE FREEZE-FIT INTO HOUSING.
5. CYLINDRICAL FIT DESIGNATIONS FROM ANSI B4.1-1967 (R2009.)
6. WIRE LOCK BOLTS WITH STAINLESS STEEL SAFETY WIRE
G1 SCALE:
PLAN VIEW - CROSSHEAD HOUSING
3" = 1'-0"
A1 SCALE:
ELEVATION - CROSSHEAD HOUSING
3" = 1'-0"
R1"
R1/4"
(BOTH SIDES)
1/
2"
R1 1/2"
8 1/2"
3"
1/
2"
2"
2'-10 3/4"
1/4" 5 1/4" 5 1/4" 1/4"
2 1/4" 2 1/4"11"
1'-3 1/2"
4 1/2" -6UN-3B
R1 1/2"
7"
R1"
R2"
R6"
10 1/4" B.C.
DRILL & TAP HOLES
1/2"-13 UNC-2B X 1.500"
DEEP (TYP)
(12 EACH, 4 LOCATIONS)
R7"
6"
8"
PR
ES
S
FI
T
PE
R B
U
SH
IN
G
M
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U
FA
C
TU
R
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1/ 4"
7" 6"
1' -5
/4
3"7 1/2"5"7 1/2"
1'-8"
DRILL & TAP 4 HOLES
3/4"-7 UNC 2B 1 1/2" DEEP
1' -8
3/
7 9/16"
6"
1/
2"
3" 3"
1'-3 7/16"
13°"
48°"
1' -0
/1
6"
1'-11"
A9 SCALE:
SECTION - CROSSHEAD HOUSING
3" = 1'-0" A16 SCALE:
ISOMETRIC VIEW: CROSSHEAD
ASSEMBLY
NTS
G10 SCALE:
EXPLODED VIEW - CROSSHEAD
NTS
6 2
KE
VI
N R
EN
SH
AW
, P
.E
B.
E
D D
Y
B.
M
C N
EI
L
A.
D
IC
KM
AN
11.375 - 0.002 0.000+
22.750 - 0.004 0.000+
SEE NOTE 6 (TYP)
SEE NOTE 6 (TYP)
C
H
AN
G
ED
T
AB
LE
M
AT
ER
IA
LS
A N
D A
N O
TE
AU
G
C
D
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F
G
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SHEET ID
D
AT
E D
ES
C
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N M
AR
K
SI
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IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
1 2 3 4
J
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
P
N
M
L
K
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VOLUME 3
M-509
FI
LE
N O
G
D N
-1 -3
-8 /2
O F
M
AT
ER
IA
L
AN
D D
ET
AI
L
VI
EW
S
G U
ID
E
AS
SE
M
BL
Y
GUIDE ASSEMBLY
SHEETWEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
M-510222.45VARIESPUSHROD GUIDE ASSEMBLY41
THIS SHEET362.35ASTM A668 GR X6CROSSHEAD GUIDE END22
M-511914.77ASTM A564 TYPE 630 CONDITION 1150CROSSHEAD GUIDE ROD23
- ASTM F5931"-8 UNC X 11-1/2" LONG STRUCTURAL
BOLT W/ (2) WASHERS & HEX NUT
FI
N
AL
TA
IN
TE
R
V
AL
VE
S
YS
TE
M U
PG
R
AD
E
N
AV
IG
AT
IO
N
L O
C K
SN
AK
E R
IV
ER
, O R
EG
O
N , W
AS
H
IN
G
TO
N
A N
D
ID
AH
O
LO
W
ER
G
R
AN
IT
E
LO
C
K
AN
D D
AM
W
2E F2
4R
AN
SI
D
M
AY
W
XX
XX
X-
XX
-X
-X
XX
W
AL
LA
W
AL
LA
, W
AS
H
IN
G
TO
N
N
R
D A
VE
W
AL
LA
W
AL
LA
D
IS
TR
IC
T
KE
VI
N R
EN
SH
AW
, P
.E
B.
E
D D
Y
B.
M
C N
EI
L
A.
D
IC
KM
AN
US Army Corps of Engineers
'-2
CROSSHEAD GUIDE END
CROSSHEAD GUIDE ROD
7 1/8"
CLASS LC3 FIT ON GUIDE ROD
10"
1/8"
R12"
3/
4"
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
IM
U M
W
AL
L
TH
IC
KN
ES
S
1"DRILL & REAM FOR
BOLT IN ASSEMBLY WITH
GUIDE ROD END
1/ 8"
C
LA
SS
L
C
FI
T
O N
G U
ID
E
R O
D E
N D
17'-11"
3 1/2"3 1/2"
1 3/4" BOSS
SPOT FACED
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
4. CYLINDRICAL FIT DESIGNATIONS FROM ANSI B4.1-1967 (R2009.)
GENERAL NOTES
22.750 - 0.004 0.000+
0 3" 6" 9" 12"
C
H
AN
G
ED
T
AB
LE
M
AT
ER
IA
L
AU
G
C
D
E
F
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H
SHEET ID
D
AT
E D
ES
C
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IP
TI
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N M
AR
K
SI
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IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
1 2 3 4
J
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
P
N
M
L
K
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VOLUME 3
M-510
FI
LE
N O
G
D N
-1 -3
-8
O F
M
AT
ER
IA
L
AN
D D
ET
AI
L
VI
EW
S
PU
SH
R O
D G
U
ID
E
AS
SE
M
BL
Y
PUSHROD GUIDE ASSEMBLY
SHEETWEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
M-511117.85UNS S31600SUPPORT HOUSING11
M-51153UNS S31600SUPPORT BASE12
THIS SHEET1.77UNS S31600SHIM (SET OF 2)AS NEEDED3
THIS SHEET4.02UNS S31600RETAINER RING24
THIS SHEET0.06FKMPUSHROD WIPER SEAL25
THIS SHEET28.56FRACTURE-CRITICAL BEARINGPUSHROD GUIDE BUSHING16
-0.07ASTM F5933/8"-16 X 1.5" LONG HEX BOLT177
-1.33ASTM F5931"-8 UNC X 4.25" LONG HEX BOLT48
-0.33ASTM F5931"-8 UNC HEX NUT49
FI
N
AL
TA
IN
TE
R
V
AL
VE
S
YS
TE
M U
PG
R
AD
E
N
AV
IG
AT
IO
N
L O
C K
SN
AK
E R
IV
ER
, O R
EG
O
N , W
AS
H
IN
G
TO
N
A N
D
ID
AH
O
LO
W
ER
G
R
AN
IT
E
LO
C
K
AN
D D
AM
W
2E F2
4R
AN
SI
D
M
AY
W
XX
XX
X-
XX
-X
-X
XX
W
AL
LA
W
AL
LA
, W
AS
H
IN
G
TO
N
N
R
D A
VE
W
AL
LA
W
AL
LA
D
IS
TR
IC
T
US Army Corps of Engineers
F1 SCALE:
EXPLODED VIEW - PUSHROD GUIDE ASSEMBLY
NTS
6"
LA
SS
R
C
FI
T
O N
PU
SH
R O
D E
N D
S
7"
LA
SS
F
N
FI
T
IN
G U
ID
E
H O
U
SI
N G
9"
0.063" X 45° CHAMFER
3/
4"
3/16"
A11 SCALE:
DETAIL - GUIDE
BUSHING
3" = 1'-0" A14 SCALE:
DETAIL
1/2
6 3/8" I.D.
8 1/4" B.C.
9 1/2"
7/16"DRILL 8 HOLES
0.375" THICK
G16 SCALE:
DETAIL - GUIDE RETAINER RING
6" = 1'-0"
A1 SCALE:
ISOMETRIC VIEW - PUSHROD GUIDE
ASSEMBLY
NTS A6 SCALE:
SECTION - PUSHROD GUIDE
ASSEMBLY
1/3
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
4. BUSHINGS SHALL BE FREEZE-FIT INTO HOUSING.
5. CYLINDRICAL FIT DESIGNATIONS FROM ANSI B4.1-1967 (R2009.)
6. EXISTING ANCHORS TO BE REUSED.
7. WIRE LOCK BOLTS WITH STAINLESS STEEL SAFETY WIRE
GENERAL NOTES
KE
VI
N R
EN
SH
AW
, P
.E
B.
E
D D
Y
B.
M
C N
EI
L
A.
D
IC
KM
AN
A14
0.
5-
.1
AS
N
EE
D
ED
3"
1 1/8" THRU HOLE
2 PLACES
1/
2"
1/ 2"
1 1/2" 6" 1 1/2"
C17 SCALE:
PLAN VIEW - SHIM
6" = 1'-0"
A17 SCALE:
ELEVATION - SHIM
6" = 1'-0"
6 3/4"
6"
3/16 X 45° CHAMFER"
3/
3/ 8"
3/8"
J11 SCALE:
DETAIL - PUSHROD WIPER SEAL
2:1
E11 SCALE:
DETAIL - PUSHROD WIPER SEAL
6" = 1'-0" 0 1" 2" 3" 4"
0 1" 2" 3" 4"
0 1" 2" 3" 4"
0 1" 2" 3" 4"
0 3" 6" 9" 12"
4 3
SEE NOTE 7 (TYP)
C
H
AN
G
ED
T
AB
LE
M
AT
ER
IA
L
AU
G
GATE CONNECTION
WEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
2665.26ASTM A519 GR 4140CONNECTING ROD11
201.39UNS S17400 CONDITION H1150VALVE BODY CONNECTION PIN13
0.5SELF-LUBRICATED MATERIAL PER SPECROD KEEPER ISOLATION WASHER24
0.97UNS S31600KEEPER PLATE THRUST BEARING25
10.86UNS S31600KEEPER PLATE26
0.15ASTM F5931/2"-20 UNF X 1-3/4" LONG HEX BOLT167
22.94FRACTURE CRITICAL BEARINGLIFTING EYE BUSHING28
B
C
D
E
F
G
H
SHEET ID
D
AT
E D
ES
C
R
IP
TI
O
N M
AR
K
SI
ZE
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
1 2 3 4
J
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
P
N
M
L
K
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VOLUME 3
M-513
FI
LE
N O
G
D N
-1 -3
-8
O F
M
AT
ER
IA
L
AN
D D
ET
AI
L
VI
EW
S
G
AT
E C
O N
N
EC
TI
O
N
FI
N
AL
TA
IN
TE
R
V
AL
VE
S
YS
TE
M U
PG
R
AD
E
N
AV
IG
AT
IO
N
L O
C K
SN
AK
E R
IV
ER
, O R
EG
O
N , W
AS
H
IN
G
TO
N
A N
D
ID
AH
O
LO
W
ER
G
R
AN
IT
E
LO
C
K
AN
D D
AM
W
2E F2
4R
AN
SI
D
M
AY
W
XX
XX
X-
XX
-X
-X
XX
W
AL
LA
W
AL
LA
, W
AS
H
IN
G
TO
N
N
R
D A
VE
W
AL
LA
W
AL
LA
D
IS
TR
IC
T
US Army Corps of Engineers
GENERAL NOTES
1'-9 1/2"
45°"
1/2" X 1.000" DEEP
8 PLACES
4" B.C.
6 1/2"
SEE NOTE 1
6 1/2"
SEE NOTE 1
7 9/32"
SEE NOTE 1
0.
10"
4"
9/16"
8 PLACES
0.
10"
4" B.C.
9/16" B.C.
0.
11"
6 1/2"
7/16"-20 UNC X 1 7/8" LONG
HEX HEAD BOLT
(8 PER LOCATION)
G1 SCALE:
EXPLODED VIEW - GATE CONNECTION
NTS
A4 SCALE:
ISOMETRIC - GATE
CONNECTION
NTS A11 SCALE:
ELEVATION -
ISOLATION WASHER
3" = 1'-0" A17 SCALE:
ELEVATION -
KEEPER PLATE
3" = 1'-0"A14 SCALE:
ELEVATION -
THRUST BEARING
3" = 1'-0"
D11 SCALE:
END VIEW -
ISOLATION WASHER
3" = 1'-0" D14 SCALE:
END VIEW - THRUST
BEARING
3" = 1'-0" D17 SCALE:
END VIEW - KEEPER
PLATE
3" = 1'-0"
G9 SCALE:
PLAN - ROD
BUSHING
3" = 1'-0"
K9 SCALE:
END VIEW - ROD
BUSHING
3" = 1'-0"
G12 SCALE:
END VIEW - GATE PIN
3" = 1'-0" G15 SCALE:
ELEVATION - GATE PIN
3" = 1'-0"
1. PROVIDE FIT PER BUSHING MANUFACTURER RECOMMENDATION
2. WIRE LOCK BOLTS WITH STAINLESS STEEL SAFETY WIRE
KE
VI
N R
EN
SH
AW
, P
.E
B.
E
D D
Y
B.
M
C N
EI
L
A.
D
IC
KM
AN
NOTE: TOLERANCE PER
BUSHING MANUFACTURER
SURFACE FINISH PER
BUSHING MANUFACTURER
ONE SIDE
7 1/4" SEE NOTE 1
6 1/2" SEE NOTE 1
5 1/2"
K12 SCALE:
END VIEW - LIFTING
EYE BUSHING
3" = 1'-0" K15 SCALE:
END VIEW - LIFTING
EYE BUSHING
3" = 1'-0"
0 3" 6" 9" 12"
0 3" 6" 9" 12" 0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"
0 3" 6" 9" 12"0 3" 6" 9" 12"0 3" 6" 9" 12"
C
H
AN
G
ED
T
AB
LE
M
AT
ER
IA
L
AU
G
C
D
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F
G
H
SHEET ID
D
AT
E D
ES
C
R
IP
TI
O
N M
AR
K
SI
ZE
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
1 2 3 4
J
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
P
N
M
L
K
A
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
VOLUME 3
M-516
FI
LE
N O
G
D N
-1 -3
-8
AS
SE
M
BL
Y
AN
D B
IL
L
O F
M
AT
ER
IA
LS
G
U
ID
E
AN
D S
EA
L
H O
U
SI
G
GUIDE AND SEAL HOUSING
WEIGHT (LBS)MATERIALDESCRIPTIONQTYITEM
124.51UNS S31600GUIDE & SEAL HOUSING11
11.94PER SPECIFICATIONSGUIDE BUSHING12
2.8BRAIDED PTFECOMPRESSION PACKING13
10.21UNS S31600PACKING GLAND14
4.18UNS S31600RETAINER PLATE15
0.23FKMSPLIT RING SHAFT SEAL16
0.07PER NOTE 53/8"-16 UNC X 2 1/4" LONG STUD87
0.05PER NOTE 53/8"-16 UNC X 1" LONG HEX BOLT88
0.04PER NOTE 53/8"-16 UNC HEX NUT89
FI
N
AL
TA
IN
TE
R
V
AL
VE
S
YS
TE
M U
PG
R
AD
E
N
AV
IG
AT
IO
N
L O
C K
SN
AK
E R
IV
ER
, O R
EG
O
N , W
AS
H
IN
G
TO
N
A N
D
ID
AH
O
LO
W
ER
G
R
AN
IT
E
LO
C
K
AN
D D
AM
W
2E F2
4R
AN
SI
D
M
AY
W
XX
XX
X-
XX
-X
-X
XX
W
AL
LA
W
AL
LA
, W
AS
H
IN
G
TO
N
N
R
D A
VE
W
AL
LA
W
AL
LA
D
IS
TR
IC
T
KE
VI
N R
EN
SH
AW
, P
.E
B.
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D D
Y
B.
M
C N
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L
A.
D
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KM
AN
US Army Corps of Engineers
1'-6"
1'-3 1/2" B.C.
1 1/4" THRU
8X TYP
3/8"-16 UNC HEX NUT
8X TYP
3/ 8"
1/
2"
1/ 4"
1/
4" 1/
4" 1/
2"
2"
1"
1/
8"
9 1/2"Ø
1/
8"
6"
9 1/2"
Ø3/8"-16 UNC X 1" HEX BOLT
8X TYP
1. BREAK ALL SHARP EDGES.
2. QTY FOUR REQUIRED, LITTLE GOOSE AND LOWER GRANITE PROJECTS ONLY.
3. ALL COMPONENTS MUST BE CLEANED PRIOR TO ASSEMBLY.
4. TOLERANCES AND FIT BETWEEN COMPONENTS PER SEAL ASSEMBLY
MANUFACTURER
5. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8 OR 300
6. BUSHING SHALL BE FREEZE-FIT INTO HOUSING.
7. PROVIDE FIT PER BUSHING MANUFACTURER RECOMMENDATION
GENERAL NOTES
F14 SCALE:
CUTAWAY VIEW - GUIDE AND SEAL HOUSING
NTS
E2 SCALE:
EXPLODED VIEW - GUIDE AND SEAL
HOUSING
NTS
A8
F7 SCALE:
PLAN - GUIDE AND SEAL HOUSING
NTS
A7 SCALE:
SECTION - GUIDE AND SEAL HOUSING
NTS
C
H
AN
G
ED
T
AB
LE
M
AT
ER
IA
L
AU
G
1A
1 2
1A
5 6
7 8
9 10
5'-6" MAX
4' -0
" M
AX
3' -4
A P T B Y
M
SET @ 150°F
H
YD
R
AU
LI
C
C
YL
IN
D
ER
T P
2"
2"
2"
T
PURIFIER INLET
W/ QUICK CONNECT
DRAIN VALVE
N.C.
PURIFIER OUTLET
W/ QUICK CONNECT
AIR VALVE
N.C.
TO
T
AI
N
TE
R
VA
LV
E
1"
RESERVOIR
ISOLATOR
BYPASS
VALVE
N.C.
MANUALLY OVERRIDE
LEVER AT VALVE LABELED
"OPEN" AND "CLOSE"
FRONT ELEVATION - HYDRAULIC POWER UNIT
NTSA1 RIGHT ELEVATION - HYDRAULIC POWER UNIT
NTSA8
SCHEMATIC - HYDRAULIC POWER UNIT
NTSF8
PLAN - HYDRAULIC POWER UNIT
NTSH1
PLAN - HYDRAULIC PUMP
NTSA14
1 AXIAL PISTON PUMP
1A 40 HP MOTOR 240/480-60/3 TEFC, C-FACE AND FOOT MOUNT
2 RETURN FILTER
3 FILTER ELEMENT
4 RESERVOIR ISOLATOR
5 MANIFOLD
6 RELIEF VALVE - 1700 PSI
7 SUBPLATE MOUNTED BODY
8 RELIEF VALVE - 950 PSI
9 SUBPLATE MOUNTED BODY
10 COUNTERBALANCE VALVE - 1300 PSI
11 PRESSURE GAUGE - EXTEND
12 PRESSURE GAUGE - RETRACT
13 DIRECTIONAL VALVE SOLENOID OPERATED MANUAL OVERRIDE
RESERVOIR, 100 GAL, WITH BAFFLE CLEANOUTS & DRAINS
3/4" GATE VALVE TANK OIL SAMPLE PORT
COMBINATION PRESSURE SWITCH AND TRANSDUCER - SET TO 1600 PSI
PRESSURE GAUGE
TEMPERATURE SWITCH TO HIGH TEMP ALARM
OIL FLOAT SENSOR
OIL FLOAT SENSOR
16" X 16" X 6" JUNCTION BOX
4" X 4" X 24" WIRE TROUGH
PARTS LIST
THERMOMETER AND TEMPERATURE SENSOR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
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VOLUME 3
GENERAL NOTES
1. ALL ANALOG AND DIGITAL PRESSURE, TEMPERATURE, FLOW, AND LEVEL
SWITCHES AND SENSORS SHALL BE TERMINATED TO TERMINAL BLOCKS IN THE
JUNCTION BOX ON THE HPU. ALL TERMINAL BLOCKS SHALL BE CLEARLY LABELED
AND A MINIMUM OF 10% SPARE TERMINAL BLOCKS SHALL BE PROVIDED.
2. ALL SWITCH AND SENSOR CABLING SHALL ENTER THRU CORD GRIPS IN THE
BOTTOM OF THE WIRE TROUGH.
3. SEE VALVE REMOTE PANEL WIRING DIAGRAMS FOR DETAILS ON HOW THE HPU
WIRING INTERFACES INTO THE OVERALL CONTROL SYSTEM.
4. LOCATE LIFTING LUGS FOR VERTICAL AND HORIZONTAL LIFTS.
5. INSTALL BLEED VALVES AT ALL HIGH POINTS AND DRAIN VALVE AT LOW POINTS IN
PIPING.
LEGEND
T
M
M OIL FLOAT SENSOR
AXIAL PISTON PUMP
40 HP MOTOR 240/480-60/3 TEFC,
C-FACE AND FOOT MOUNT
RELIEF VALVE
COUNTERBALANCE VALVE
PRESSURE GAUGE
DIRECTIONAL VALVE
SOLENOID OPERATED
MANUAL OVERRIDE
RESERVOIR ISOLATOR
BALL VALVE
PRESSURE SWITCH
PRESSURE GAUGE
THERMOMETER
TEMPERATURE SWITCH
CHECK VALVE
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| LL458430aS-403XXX_Amend003 |
| LL458430aM-504XXX_Amend003 |
| LL458430aM-505XXX_Amend003 |
| LL458430aM-507XXX_Amend003 |
| LL458430aM-509XXX_Amend003 |
| LL458430aM-510XXX_Amend003 |
| LL458430aM-513XXX_Amend003 |
| LL458430aM-516XXX_Amend003 |
| LL458430aM-611XXX_Amend003 |
| Sheets |
| M-611 - HYDRAULIC SYSTEM |
| LL458430aM-611XXX_Amend004.pdf |
| Sheets |
| M-611 - HYDRAULIC SYSTEM |
File details come from the government source that posted it. Updated .