A.07.23_Advertise_Drawings_-_19_Nov_2015__(1).pdf
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EXIT
LOCATION
PROJECT
JOHN
DAY
DAM
ROAD
T O
W A S
H I
N T
O N
S T
A
E
H W
Y
PROJECT PHOTO
JOHN DAY DAM L
ANE
SCALE: 1"= 600'
600'600'
PORTLAND DISTRICT
COLUMBIA RIVER, OR-WA
POWERHOUSE
TURBINE HUB UPGRADE
JOHN DAY LOCK AND DAM
W9127N-16-R-0016
OF NAVIGATION LOCK.
ACCESS TO NORTH SIDE
PROJECT SITE MAP
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
P O
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D R
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P S O
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P O
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L A
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P O
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L A
N D D
IS
T R
IC
PORTLAND DISTRICT
S I
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D V
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IN
IT
Y M
A P
P R
O J E
C T L
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G-001
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LOCAL VICINITY MAP
TURNS AND STEEP GRADES.
OF SPILLWAY HAS TIGHT
ACCESS TO SOUTH END
BAY 1BAY 2BAY 3BAY 4BAY 5BAY 6BAY 7BAY 8
EL. 168.5
EL. 185.0
BALCONY
C UNITSL
PLAN - EL. 168.5
STAGING AREA
EMPLOYEE PARKING AND
CONTRACTOR OFFICE,
BETWEEN UNITS 7-8 EL. 168.5
TOOL STORAGE DOWNSTREAM GALLERY
BETWEEN UNITS 7-8 EL. 168.5
CONTRACTOR JOB OFFICE - GENERATOR FLOOR
NOVEMBER 19, 2015
INTERSTATE
SOLICITATION NUMBER:
OF ENGINEERS
US ARMY CORPS
DATE:
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IDENTIFICATION
SHEET
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US Army Corps
D E S
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SHEET NAME: G-001 SheetBY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:12:52 PM
OREGON
WASHINGTON
LONGVIEW
VANCOUVER
PORTLAND
SALEM
INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
REV
I
R
HOOD RIVER
THE DALLES
COLUMBIA RIVER
L O
C K A
N D D
A M
J O
H N D
A Y
L O
C K A
N D D
A M
T H
E D
A L
L E
S
L O
C K A
N D D
A M
B O
N N
E V
IL
L E
MILES
0 10 20 30 40 50
COL
UMBI
A
RI
VE
R
KLI
CKI
TAT
CO.
SHERMAN
CO.
FLOW
B.
N.
R.
R.
S.
P.
S.
U.P .R.
R.
39+09
W A
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H I
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G
T
O
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G
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JOHN DAY DAM
RUFUS
POWERHOUSE
SPILLWAY
NAVIGATION LOCK
STATE BOUNDARY
/1
/2
C O
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M B
IA
R
IV
E R
O R -W
A
J D
P -1 .1
-0 -0 /2
J O
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P S O
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C J J
IN
E X S
H E
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G-002
U
R B
IN
E H
U B U
P G
R A
D E
P O
W E
R H
O U
S E
W
N -1
-R -0
G-003
G-002
G-001
JDP-1.110-0-0/3
JDP-1.110-0-0/2
JDP-1.110-0-0/1
INDEX SHEET 2
INDEX SHEET 1
PROJECT LOCATION AND VICINITY MAPS
NO.
SHEET
NO.
DRAWING
NO.
DRAWING
TITLE TITLE
INDEX TO DRAWINGS
GENERAL
MECHANICAL DRAWINGS
REFERENCE DRAWINGS
CORPS OF ENGINEERS
CONTRACT DRAWINGS
BALDWIN - LIMA- HAMILTON CORPORATION
43910
43907
43906
43905
43904-A
43904
43902
43901
43897
43896-A
43896
43893
43892
43891-B
43891-A
43891
43890-A
43890
43884
43880
43873
43872-B
43872-A
43872
43871-C
43871-B
43871-A
43871
43860
43853-A
43853
43850
43848
43847-A
43847
43844
43841
43839
43838
43837
43836
43834
43833
43831-A
43831
43818
43802
43801
TURBINE MAIN SHAFT
PISTON CAP & PIPE HEAD
RUNNER SERVOMOTOR PISTON, PISTON ROD, & NUT
RUNNER, CROSSHEAD, AND THRUST GUIDES
RUNNER BUSHINGS
RUNNER BUSHINGS
RUNNER, LEVER, EYE END, & CIRCULAR KEY
RUNNER HUB-SEAL RINGS, LINKS, AND PINS
DETAILS OF STAINLESS STEEL OVERLAY
ELEVATION OF RUNNER BLADE
PLAN OF RUNNER BLADE
RUNNER CONE AND CAP
RUNNER HUB EXTENSION & COVER PLATE
RUNNER HUB BOTTOM VIEW
RUNNER HUB ELEVATION
RUNNER HUB PLAN
ADJUSTABLE BLADE RUNNER ASSY. SECTION EL. 2/2
ADJUSTABLE BLADE RUNNER ASSY. SECTIONAL PLAN
SCHEMATIC WIRING DIAGRAM TURBINE PIT
ARRANGEMENT & DETAIL OF PACKING BOX WALKWAYS
12" AIR VALVE PIPING DETAILS
12" AIR VALVE PIPING DETAILS
12" AIR VALVE PIPING SECTIONS
ARRANGEMENT OF 12" AIR VALVE PIPING PLAN
12" AUTOMATIC AIR VALVE DISCHARGE BODY, SHAFT, SPRING & DISC
12" AUTOMATIC AIR VALVE, VALVE YOKE, PISTON, DASH POT, DASH POT COVER, & COVER PLATE
12" AUTOMATIC AIR VALVE BODY DISC, DISC SEAT, BUSHING & SPRING
ARRANGEMENT OF 12" AUTOMATIC AIR VALVE
RIGHT HAND SERVOMOTOR ARRANGEMENT
PACKING BOX GLAND AND LANTERN & ETC.
PACKING BOX
MAIN GUIDE BEARING
GUIDE BEARING HOUSING
OIL SUMP COVER PLATES AND GASKETS
OIL SUMP
INNER HEAD COVER & SEAT RING
INTERMEDIATE HEAD COVER - PLAN AND ELEVATION
OUTER HEAD COVER GLAND, BUSHINGS & FACING PLATE
OUTER HEAD COVER PLAN & ELEVATION
OPERATING RING - POINTER, INDICATOR SCALE & ECCENTRIC BUSHING
OPERATING RING - PLAN & SECTIONAL ELEVATION
WICKET GATE PINS, BUSHINGS & SPECIAL NUT
WICKET GATE LEVER, LINKS & THRUST RING
GATE MECHANISM ELEVATION
GATE MECHANISM PLAN
STAY RING PLAN
TURBINE PLAN
HYDRAULIC TURBINE ELEVATION
AS BUILT CODE DEFINITIONS
CODE
AS-BUILT
M-710
M-709
M-708
M-707
M-706
M-705
M-704
M-703
M-702
M-701
JDP-1.110-3-10/10
JDP-1.110-3-10/9
JDP-1.110-3-10/8
JDP-1.110-3-10/7
JDP-1.110-3-10/6
JDP-1.110-3-10/5
JDP-1.110-3-10/4
JDP-1.110-3-10/3
JDP-1.110-3-10/2
JDP-1.110-3-10/1
BLADE PACKING SLEEVE
THRUST GUIDE PLATE & THREADED DOWEL
CROSSHEAD BUSHING
LEVER & EYE END LINK PIN BUSHING
PISTON ROD BUSHING
EYE END, SHIM PLATES & THREADED DOWEL
INNER BLADE TRUNNION BUSHING
OUTER BLADE TRUNNION BUSHING
LINK PIN & KEY
LINKS, SPACER PIPE AND STUD BOLT
TURBINE RUNNER BLADE BUSHINGS MODIFIED
TURBINE MAINTENANCE PLATFORM
64"x9" SEGMENTED LOWER GUIDE BEARING CW
50"x9" SEGMENTED UPPER GUIDE BEARING CW
UNIT #1 TURBINE BLADE SERVO MODIFICATIONS
TURBINE MAIN SHAFT SLEEVE JOINT MODIFICATION
PLAN-EL. 185.00 STATION SERVICE AND ASSSEMBLY BAYS
TURBINE MAIN SHAFT SLEEVE WITH BOLTED CONNECTION
GENERATOR BAYS TRANSVERSE SECTIONS
GENERATOR BAY TRANSVERSE SECTIONS
GENERATOR BAYS PLAN-EL. 168.50 AND EL. 185.00
PLAN AT EL. 185.00
JDP-1.7-9-0/1
JDP-1.106-5-5/1
JDP-05-0481/3.1
JDP-05-0481/2.1
LGP-1.23-3-10/5
JDP-62-149-1A
JDP-6-0-0/26
JDP-5-3-5/1
JDP-6-0-0/20
JDP-1-6-1A2/9
JDP-1-6-1A2/8
JDP-1-6-1A2/71
(2)
(1)
AND WILL BECOME PART OF THE PRELIMINARY RECORD DRAWINGS FOR EACH MAIN UNIT
DRAWING SHALL BE CONVERTED TO CADD (MICROSTATION .DGN FORMAT) AT THE START OF THE CONTRACT
DRAWING IS FOR REFERENCE ONLY
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IDENTIFICATION
SHEET
D A
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A P
P R
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G N
U M
B E
R of Engineers
US Army Corps
D E S
E c p w w o r k p w n w p d m s J
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SHEET NAME: G-002BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:13:05 PM
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/1
/2
112-20001-1
112-19001-1
112-18003-1
112-18002-1
112-18001-1
112-17001-1
112-16001-1
112-15002-1
112-15001-1
112-14003-1
112-14002-1
112-14001-1
112-10001-MS
112-10001-MS
112-09001-2
112-09001-2
112-08006-1
112-08005-1
112-08004-1
112-08003-1
112-08002-1
112-08001-1
112-06001-MS
112-06001-MS
112-05001-1
112-04002-1
112-04001-1
112-03002-1
112-03001-1
112-02002-1
112-02001-1
112-01003-1
112-01002-1
112-01001-1
BACK TO BACK, 'V' PACKVS-19038050-12/08
473153
473152
0767D0217CS
0218B1010AB
25D1170BD
23C1150AN
23C1130AA
21B1113BL
21B1113BL
21B1113AT
19A1116AM
19A1116AM
19A1116AL
19A1116AL
19A1116AL
19A1115FA
19A1110AA
19A1101AM
CANADIAN GENERAL ELECTRIC DRAWINGS
GENERAL ELECTRIC DRAWINGS
CORPORATION (CONTINUED)
BALDWIN - LIMA- HAMILTON
NO.
DRAWING
TITLE
NO.
DRAWING
TITLE
NO.
DRAWING
TITLE
SK-12125
A-50220-6602
A-50220-00-01
43954-A
43954
43950
43946-A
43946
43944
43925
43922-A
43922
43920-A
43920
43919-A
43919
43918
43917
43916
43915
43913
43912
43911
GASKET RUNNER HUB TO CONE
GATE SERVOMOTOR OIL PRESSURE PIPING (PLAN)
GOVERNOR CABINET OUTLINE
METHOD OF LIFTING AND ASSEMBLY OF OIL HEAD PIPS IN MAIN SHAFT DETAILS
METHOD OF LIFTING AND ASSEMBLY OF OIL HEAD PIPES IN MAIN SHAFT
METHOD OF ERECTING RUNNER, SHAFT, INNER HEAD COVER
METHOD OF ASSEMBLING RUNNER IN FIELD
METHOD OF ASSEMBLING RUNNER IN FIELD
SUPPORT FOR FIELD ASSEMBLY OF SHAFT AND RUNNER
OUTER OIL HEAD PIPE
OIL SUPPLY HEAD GLANDS AND BUSHINGS
OIL SUPPLY HEAD
ARRANGEMENT OF OIL HEAD SECTIONAL ELEVATION
ARRANGEMENT OF OIL HEAD - PLAN
INTERMEDIATE OIL HEAD PIPE AND DETAILS
INTERMEDIATE OIL HEAD PIPE
INNER OIL HEAD PIPE
ASSEMBLY OF OIL HEAD PIPES
UNWATERING VALVE ARRANGEMENT & DETAILS
INTERMEDIATE SHAFT TO MAIN SHAFT STUD BOLTS AND NUTS
TURBINE MAIN SHAFT SLEEVE AND KEYS
MAIN SHAFT TO RUNNER STUD BOLTS, NUTS, AND JACKSCREWS
TURBINE INTERMEDIATE SHAFT
(CONTINUED)
REFERENCE DRAWINGS
STATOR BAR (ROEBEL TYPE)
SERIES CONNECTOR
ASSEMBLY CAPACITIVE COUPLERS - SITE
POLE CONN. LEADS (FLEX)
STATOR SLOT WEDGE ASSEMBLY
FLEXIBLE CONNECTIONS
FLEXIBLE CONNECTIONS
INTERPOLE CONNECTION
SPARE WINDING SUPPLIES SHEET 2
SPARE WINDING SUPPLIES SHEET 1
WINDING SUPPLIES SHEET 3
WINDING SUPPLIES SHEET 2
WINDING SUPPLIES SHEET 1
CAPACITOR
COIL ASSEMBLY TABLES
SECTION THROUGH STATOR BARS IN SLOT
122.00 RUNNER - IN HALVES
122" G.E. THRUST SHOE
PISTON ROD RING, BLADE SERVOMOTOR
PISTON RING, BLADE SERVOMOTOR
THREADED DOWEL, CROSSHEAD GUIDE BUSHING
SCREW, FLAT-HD, SLOTTED
GUIDE BUSHING, CROSSHEAD
PACKING SLEEVE BLADE
NUT, MULTI-JACKBOLT
SCREW, FLAT-HD, SLOTTED
GUIDE BUSHING CROSSHEAD
SCREW, HEX HD CAP
SCREW, SCH CAP
BUSHING SERVOMOTOR PISTON ROD
BLADE SHANK BUSHING OUTER SHEET 2
BLADE SHANK BUSHING OUTER SHEET 1
BLADE SHANK BUSHING INNER SHEET 2
BLADE SHANK BUSHING INNER SHEET 1
SHIM PLATE B CROSSHEAD
SHIM PLATE A CROSSHEAD
THREADED DOWEL, EYE END BOLT
SCREW, FLH MACH SLTD, PLN
NUT, MULTI-JACKBOLT
EYE END BOLT MODIFIED
LINK PIN BUSHING, LEVER AND EYE END SHEET 3
LINK PIN BUSHING, LEVER AND EYE END SHEET 2
LINK SPACER, BLADE
NUT, MULTI-JOCKBOLT
STUD BOLT, BLADE LINK
KEY, EYE END AND BLADE LEVER
LINK PIN, EYE END AND BLADE LEVER
OUTSIDE LINK, BLADE MECHANISM
INSIDE LINK, BLADE MECHANISM
WASHER, NORD LOCK, SST
NUT, HEAVY HEX, BRONZE
STUD, DBL ENDED, BRONZE
LOWER OIL GUARD CO2 VENT
OUTLINE SURFACE AIR COOLER
ROTOR COMPONENT
WRENCH BOARD
AIR COOLER PIPING
ASSMEBLY, HYDRAULIC TURBINE DRIVEN GENERATOR
BRAKE & JACK PIPING
STATOR BAR DIAGRAM
COVER PLATES (UPPER) SHEET 2
COVER PLATES (UPPER) SHEET 1
CO2 FIRE EXTINGUISHER PIPING
COVER FOR FIELD CONNECTIONS
FIELD CONNECTIONS FROM EXCITER TO COLLECTOR
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 7
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 6
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 5
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 3
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 2
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS PACKAGE SHEET 1
OIL & WATER PIPING TO BEARINGS SHEET 2
OIL & WATER PIPING TO BEARINGS SHEET 1
PORTABLE JACKING PUMP
PIPING TERMINATIONS
OUTLINE, HYDRAULIC TURBINE DRIVEN GENERATOR
LIFTING DIAGRAM (UPPER BRACKET)
ROTOR ERECTION & SHAFT DIMENSIONS
LIFTING DIAGRAM
MAIN & NEUTRAL LEAD TERMINATIONS
INDICATOR READINGS FOR GENERATOR AND TURBINE SHAFTS SHEET 2
INDICATOR READINGS FOR GENERATOR AND TURBINE SHAFTS SHEET 18
INDICATOR READINGS FOR GENERATOR AND TURBINE SHAFTS SHEET 7
INDICATOR READINGS FOR GENERATOR AND TURBINE SHAFTS SHEET 6
RTD & ACCESSORIES UNIT 5
RTD & ACCESSORIES UNITS 1-4, 6, 8-16
STATOR WINDING DIAGRAM SHEET 3
STATOR WINDING DIAGRAM SHEET 2
STATOR WINDING DIAGRAM SHEET 1
STATOR BAR BRACING (FOR BOTH ENDS)
STAKING ASSEMBLY
STATOR CONNECTIONS SHEET 5
STATOR CONNECTIONS SHEET 4
STATOR CONNECTIONS SHEET 3
STATOR CONNECTIONS SHEET 2
STATOR CONNECTIONS SHEET 1
STATOR CONNECTIONS SHEET 3
STATOR CONNECTIONS SHEET 2
STATOR CONNECTIONS SHEET 1
739E360
115D4561
115D4467
115D4394
757E291
757E275
757E265
757E233
757E230-2
757E230-1
757E225
757E211
757E210
757E209-7
757E209-6
757E209-5
757E209-4
757E209-3
757E209-2
757E209-1
757E206-2
757E206-1
757E131
745E324
745E140
975D230
975D229
975D228
975D212
115D4568-2
101D7986-18
101D7986-7
101D7986-6
132C1248
131C9592
27E1031AA-3
27E1031AA-2
27E1031AA-1
0783B0967BW
0215A9961RE
757E232
757E232
757E232
757E232
757E232
757E232-3
757E232-2
757E232-1
CODE
AS-BUILT
DRAWINGS
KINGSBURY INC.
TECHNOLOGIES
SPECIALTY SEALING
TECHNOLOGIES
WAGSTAFF APPLIED
CODE
AS-BUILT
CODE
AS-BUILT
2 2
AS BUILT CODE DEFINITIONS
(2)
(1)
AND WILL BECOME PART OF THE PRELIMINARY RECORD DRAWINGS FOR EACH MAIN UNIT
DRAWING SHALL BE CONVERTED TO CADD (MICROSTATION .DGN FORMAT) AT THE START OF THE CONTRACT
DRAWING IS FOR REFERENCE ONLY
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D B
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P L
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C A
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P L
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C O
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C T N
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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
D E S
E c p w w o r k p w n w p d m s J
D P
G
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SHEET NAME: G-003BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:13:15 PM
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-701BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:13:34 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SCALE: NTS
INSIDE/OUTSIDE LINK - ISOMETRIC
SCALE: NTS
STUD BOLT - ISOMETRIC
SCALE: NTS
SPACER PIPE - ISOMETRIC
NOTES:
112-
R 38 (TYP.)
R .063
(1.350" DIA. UNDERCUT)
THREAD RELIEF GROOVE
16 X 45°
CHAMFER, TYP.
1-12 8UN - 2AR 18
1-12 8UN - 2A
B
SECTION
SCALE: 3" = 1'-0"-
A SECTION
SCALE: 3" = 1'-0"-
B
A
5.532 +.003
DETAIL (INSIDE/OUTSIDE LINK)
SCALE: 3" = 1'-0"-
0.752 +.000 2X63
ALL 3 SIDES)
(SLOT ONLY -
(3
LINK ONLY
OF HOLE-OUTER
�BEVEL FROM
G
15- 16
92-
0.125
R 5.50 2X
Ø5.500 +.003
Ø5.500 +.003
2X
Ø5.500 +.003
2.500
S
ID
E S
T Y
P
B O
OF HOLE-OUTER LINK ONLY
�BEVEL FROM
5.500
2.500
0.125
.0
R 5.50 2X
Ø5.500 +.003
2X
C
SCALE: 3" = 1'-0"
INSIDE/OUTSIDE LINK - TOP
.0
.2
.2
B E
H
SCALE: 6" = 1'-0"
SPACER PIPE
PART 3
-.001
-.000
-.000
SCALE: 3" = 1'-0"
INSIDE LINK
PART 1
SCALE: 3" = 1'-0"
OUTSIDE LINK
PART 2
A
Ø1.510 ±.005 THRU
.1
-.000
.5
.5
1-12 - 8 UN - 2B THRU
SCALE: 1'-0" = 1'-0"
LINK STUD BOLT
PART 4
SEE NOTE 5
2 - 13 UNC - 2B .88 MIN.
1 HOLE EACH LINK FOR LIFTING
D
(3
.1
-.000
UNLESS OTHERWISE SPECIFIED:
SURFACE FINISH: 125
TOLERANCES:
DIMENSIONS ARE IN INCHES
-.000 j .01 A B C b n.002m A j n.002 A C B b .002 A j n.001m A Bm f .005 A c .005 c .005 f .005 D j .01 D E F b n.002m D j n.002 D F E b .002 A i .002 B C
-.000
Ø2.060
(Ø2.625) 0.283 +.010
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 12"= 1'-0"
0 1" 2" 3"
0.125 b .002 D j n.001m D Em b .015 H f .002 G
E V
E N R
M
IL
E S P .E
A N
S I
M-701
P
W E
R H
O U
K S
H
ID
E
J D
P .1
M -7
X X
X .d g n
C O
L U
M B
IA
R
IV
E R
O R -W
A
T U
R B
IN
E H
U B U
P G
R A
D E
L
IN
K S S
P A
C E
R P
IP
E
A N
D S
T U
D B
O L T
U .S
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
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G E
C D J
N S
J D
P -1 .1
-3 -1
/1
5. BEVEL ON OUTSIDE LINK, NOT SHOWN.
ASSEMBLED BLADE LINKS.
SIMULTANEOUSLY FIT INTO THE LINK PIN BORES OF THE
TWO DOWEL PINS, 5.498: OD x 10.54" LONG, WILL
USING A STUD BOLT AND LINK SPACER AND VERIFY THAT
BOLT ALIGN. ASSEMBLE AN INSIDE AND OUTSIDE LINK
VERIFY THE BORES FOR THE LINK PINS AND THE STUD
INSPECTION OF THE PAIRED LINKS IS TO BE USED TO
INSPECTED IN PAIRS AND MATCH-MARKED. THE
4. INSIDE AND OUTSIDE BLADE LINKS ARE TO BE
3. BREAK ALL CORNERS AND EDGES.
MATERIAL DAMAGED BY WELDING.
COMPLETE AND FINAL MACHINE SURFACES TO REMOVE
MACHINING. REMOVE TACK WELDS AFTER BORING IS
PRIOR TO BORING AND FINAL OUTER SURFACE
PAIRS AND MATCH MARKED. TACK WELD MATCHED PAIRS
BE BORED AND KEY SLOTTED TOGETHER IN MATCHED
2. INSIDE AND OUTSIDE LINKS, ITEMS 1 AND 2 ARE TO
SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF THE
J O
H N D
A Y L
O C
K A
N D D
A M
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
PORTLAND DISTRICT
G
H D
C J J S
W
N -1
-R -0
/1
/2
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
/1
/2
BORDER VERSION UPDATE [09-2012]
M-702SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/13/2015 2:13:54 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
SCALE: NTS
LINK PIN - ISOMETRIC
SCALE: NTS
KEY - ISOMETRIC
SECTION
SCALE: 6" = 1'-0"-
B
DETAIL
SCALE: 2:1-
2DETAIL
SCALE: 1'-0" = 1'-0"-
B
SECTION
SCALE: 6" = 1'-0"-
A
2.000
R 3/16 TYP.
BOTH SIDES
A
16 x 45° CHAMFER 2X
R .376 4X
X2
A
Ø1
4 DRILL THRU - 2 HOLES
32 x 45° CHAMFER
ON EDGE (TYP)
.03 x 45° CHAMFER X2
0.750 +.001
R .375 (TYP)
TOP VIEW
SIDE VIEW
9/32 2X
(0 .3
SEE NOTE 2
THRU8
TOLERANCES:
DIMENSIONS ARE IN INCHES
SCALE: 6" = 1'-0"
LINK PIN
PART 5
TOP VIEWFRONT VIEW
SCALE: 6" = 1'-0"
KEY
PART 6
r .0
A
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
(10.656)
45° 45°
-.000
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
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
E V
E N R
M
IL
E S P .E
A N
S I
D J
D P .1
M -7
X X
X .d g n
G E
C D J
N S
K S
H
ID
E
G
H D
C S
R
L
K P
IN
K
E
M-702
W E
R H
O U
L U
M B
IA
R
IV
E R
O R -W
A
J D
P -1 .1
-3 -1
/2
T U
R B
IN
E H
U B U
P G
R A
D E
3. BREAK ALL CORNERS AND EDGES.
MIN. AND ROCKWELL HARDNESS OF C-32 MIN.
2. CASE HARDEN JOURNAL SURFACE TO DEPTH OF 0.050
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
J O
H N D
A Y L
O C
K A
N D D
A M
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-703BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:14:13 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SCALE: NTS
OUTER BLADE BUSHING - ISOMETRIC
DETAIL
SCALE: 2:1-
DETAIL
SCALE: 2:1-
SECTION
SCALE: 3" = 1'-0"-
A
DETAIL
SCALE: 2:1-
DETAIL
SCALE: 6" = 1'-0"-
20°
120°
(1 .0
P O
S T -S
E L F -L
U B
R
IC
A T
IN
G
C O
A T
IN
G D
IM
E N
S
IO
N
P R
E -S
E L F -L
U B
R
IC
A T
IN
G
C O
A T
IN
G D
IM
E N
S
IO
N
(1
POST-SELF-LUBRICATING COATING DIMENSION
PRE-SELF-LUBRICATING COATING DIMENSION
(.195) 8X
R .125 ±.005 8X
EQUALLY SPACED
A
POST-SELF-LUBRICATING
COATING DIMENSION
PRE-SELF-LUBRICATING
COATING DIMENSION
SELF LUBRICATING
COATING
(.042)
CHAMFER .03 X 45° 16X
(8) GROOVES EQUALLY SPACED
ON FLANGE AS SHOWN
THESE GROOVES ARE TO
ALIGN
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 12"= 1'-0"
0 1" 2" 3"
6.00
45° TYP45° TYP
Ø36.415 ±.005
B
SHALLOW ID RADIAL
GROOVE TO RUN FULL 360°
R .125 X .060 DEEP MAX.
SEE DETAIL 3
R .188
DETAIL
SCALE: 1'-0" = 1'-0"-
2 - 13 UNC THRU 3X
THREADS THRU COATING
R .750
BLEND SMOOTH
WITH I.D.
SELF-LUBRICATING
COATING
(.040)
0.125
SHALLOW I.D. RADIAL
GROOVE TO RUN FULL 360°
R .125 X .060 DEEP MAX.
TOLERANCES:
DIMENSIONS ARE IN INCHES
SCALE: 3" = 1'-0"
OUTER BLADE TRUNNION BUSHING
PART 7TOP VIEW BOTTOM VIEW
r .003 B r .003 B f .003 A b .003 B b .003 A
.060 8X
(.195) 8X
R .125 ±.005 8X
EQUALLY SPACED
CHAMFER .03 X 45° 16X
Ø41.00
SELF-LUBRICATING
COATING U
.S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D
G E
C D J
T E
R B
L A
D E T
R U
N N
IO
N B
U S
H
IN
M-703
W E
R H
O U
P .1
M -7
X X
X .d g n
K S
H
ID
E
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
PORTLAND DISTRICT
C O
L U
M B
IA
R
IV
E R
O R -W
A
J D
P -1 .1
-3 -1
/3
T U
R B
IN
E H
U B U
P G
R A
D E
2. BREAK ALL CORNERS AND EDGES.
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
J O
H N D
A Y L
O C
K A
N D D
A M
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-704BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:14:32 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
INNER BLADE BUSHING - ISOMETRIC
SCALE: NTS
THREADED DOWEL - ISOMETRIC
SECTION
SCALE: 1'-0" = 1'-0"-
C
DETAIL
SCALE: 1'-0" = 1'-0"-
2DETAIL
SCALE: 2:1-
SMOOTH BLEND
WITH I.D.
R .312 ±.010
R .125 ±.005 8X
SCALE: 3"= 1'-0"
0 3" 6" 12"
SECTION
SCALE: 3" = 1'-0"-
A
SECTION
SCALE: 3" = 1'-0"-
B
0.375 2X
C
2 - 13 UNC - 2A
POST-SELF-LUBRICATING COATING DIMENSION A
PRE-SELF-LUBRICATING COATING DIMENSION
SELF-LUBRICATING
COATING
SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SELF-LUBRICATING
COATING
SCALE: 3" = 1'-0"
INNER BLADE TRUNNION BUSHING
PART 8
.040 +.002
7.4
SHALLOW RADIAL GROOVE
TO RUN FULL 360°
R .125 X .060 DEEP MAX.
SEE DETAIL 3
(.197)
DETAIL
SCALE: 1'-0" = 1'-0"-
R .125 8X
TOLERANCES:
DIMENSIONS ARE IN INCHES
r .001 B r .003 B
SCALE: 1'-0" = 1'-0"
THREADED DOWEL
PART 9
-.000
.060
-.005
CHAMFER .02 X 45°
ALL AROUND THE ID
0.375 2X
B
120°
A
20°
45° TYP.
B
8 - 16 UNC .63 3X
Ø20.555 ±.005
Ø21.150 ±.005 b .003 A
CHAMFER .03 45° 16X
SELF-LUBRICATING
COATING
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D
G E
C D J
E R B
L A
D E T
R U
N N
IO
N B
U S
H
IN
M-704
W E
R H
O U
P .1
M -7
X X
X .d g n
K S
H
ID
E
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
PORTLAND DISTRICT
C O
L U
M B
IA
R
IV
E R
O R -W
A
T U
R B
IN
E H
U B U
P G
R A
D E
J D
P -1 .1
-3 -1
/4
2. BREAK ALL CORNERS AND EDGES.
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATION
J O
H N D
A Y L
O C
K A
N D D
A M
G
H D
C J J S
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-705BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:14:53 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SCALE: NTS
EYE END - ISOMETRIC
R 1.00
5-14 - 8UN - 2A
.125 X 45° CHAMFER
.53 X 45°
CHAMFER
0.850
A
SECTION
SCALE: 3" = 1'-0"-
A SECTION
SCALE: 3" = 1'-0"-
B
0.141
OF HOLE�
BEVEL FROM
(6 .9
0.850
.53 X 45°
CHAMFER
SCALE: NTS
SHIM PLATE - A & B - ISOMETRIC
SCALE: NTS
THREADED DOWEL - ISOMETRIC
Ø.367
2 - 13UNC - 2A
Ø15-12
Ø8.751 ±.001 f .001 A b .001 A b .001 A f .002 A
R 1.00
R .50 - SEE NOTE 3
R 5 2XA
b .001 A
SCALE: 3" = 1'-0"
EYE END
PART 10
FRONT VIEW SIDE VIEW
SCALE: 3" = 1'-0"
SHIM PLATE A
PART 11
SCALE: 3" = 1'-0"
SHIM PLATE B
PART 12
Ø5.565 ±.005
R7 2X
Ø5.565 ±.005 R7 2X
TOLERANCES:
DIMENSIONS ARE IN INCHES
-.001
SCALE: 2:1
THREADED DOWEL
PART 13
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
.7
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D
G E
C D J
H R
E A
D E
D D
O W
E L
E Y
E E
N D S
H
IM
P
L A
T E
S
M-705
W E
R H
O U
P .1
M -7
X X
X .d g n
K S
H
ID
E
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
PORTLAND DISTRICT
C O
L U
M B
IA
R
IV
E R
O R -W
A
J D
P -1 .1
-3 -1
/5
T U
R B
IN
E H
U B U
P G
R A
D E
BLH DWG. NO 43902.
AS THE CORRESPONDING FACES OF THE LEVERS. PC1
OF THE EYE ENDS ARE IN THE SAME VERTICAL PLANES
SHALL BE TAKEN TO ENSURE THAT THE VERTICAL FACES
TO INSTALLING LINKS AND DOWEL PINS, EXTREME CARE
TACK WELD THE DOWEL PIN TO THE SHIM PLATE, PRIOR
OF DOWEL PIN SHOWN AS PC2 ON BLH DWG. NO. 43905.
THE CROSSHEAD AT FINAL ASSEMBLY FOR THE DRIVE FIT
5. DRILL AND REAM 11 #8 " DEEP. SIX PLACES ON
MACHINE SCREW HOLES.
4. USE EXISTING SHIM PLATE AS TEMPLATE TO LOCATE
FINISH OF 16 RMS, NO VISIBLE TOOL MARKS.
SHALL BE POLISHED TO A
3. THE .50" RADIUS AND ADJACENT AREAS WITHIN 1"
2. REMOVE ALL BURRS AND BREAK ALL EDGES.
SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF THE
J O
H N D
A Y L
O C
K A
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D E
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D B
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2 3
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A
B
M A
R K
D A
T E
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IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
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X d g n
SHEET NAME: M-706BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:15:09 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SCALE: NTS
PISTON ROD BUSHING - ISOMETRIC
A
B
22.5°
DETAIL
SCALE: 1'-0" = 1'-0"-
2SECTION
SCALE: 3" = 1'-0"-
A
DETAIL
SCALE: 6" = 1'-0"-
(1
0.250.25
0.13 0.13
0.75 8X
0.81 8X
0.13
0.25
R .125
.125 X 45° CHAMFER
135°
45° 8X
90°
NOTES:6
Ø 34 - 10 UNC THRU
3 HOLES - SPACED AS
SHOWN FOR JACKING
SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
TOLERANCES:
DIMENSIONS ARE IN INCHES
SCALE: 3" = 1'-0"
PISTON ROD BUSHING
PART 14
TOP VIEW SIDE VIEW
r .002 B
P
IS
T O
N R
O D B
U S
H
IN
G
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
P O
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L A
N D
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D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
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P S O
F E
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IN
E E
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M
IL
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A N
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D P .1
M -7
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X .d g n
G E
C D J
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H
ID
J
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M-706
W E
R H
O U
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
PORTLAND DISTRICT
T U
R B
IN
E H
U B U
P G
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D E
C O
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M B
IA
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IV
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O R -W
A
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/6
2. BREAK ALL CORNERS AND EDGES.
SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF THE
J O
H N D
A Y L
O C
K A
N D D
A M
G
H D
C J J S
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-707BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:15:24 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
A
DETAIL
SCALE: 1'-0" = 1'-0"-
2DETAIL
SCALE: 2:1-
SECTION
SCALE: 1'-0" = 1'-0"-
A
GROOVE CENTER 4X
90°
0.377 2X
LINK PIN BUSHING - ISOMETRIC
POST-SELF-LUBRICATING COATING DIMENSION
PRE-SELF-LUBRICATING COATING DIMENSION
4 EQUALLY SPACED GROOVES
AS SHOWN. RUN FULL LENGTH
OF BUSHING. SEE DETAIL 1
SCALE: 12"= 1'-0"
0 1" 2" 3"
TOLERANCES:
DIMENSIONS ARE IN INCHES
A
.103 ±.003 X 45°
CHAMFER 2X
SELF-LUBRICATING
COATING
R 0.060
45°
90°
SCALE: 1'-0" = 1'-0"
LEVER & EYE END LINK PIN BUSHING
PART 15
GROOVE DEPTH
0.053 b .003 A r .001 B r .003 B
B
(.040)
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D J
D P .1
M -7
X X
X .d g n
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B
U S
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IN
G
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V E
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M-707
W E
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O U
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
PORTLAND DISTRICT
T U
R B
IN
E H
U B U
P G
R A
D E
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M B
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IV
E R
O R -W
A
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/7
2. BREAK ALL CORNERS AND EDGES.
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
J O
H N D
A Y L
O C
K A
N D D
A M
G
H D
C J J S
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-708BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:15:38 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SECTION
SCALE: 3" = 1'-0"-
A
A
DETAIL
SCALE: 1'-0" = 1'-0"-
0.531 2X
.138 X 45° CHAMFER 2X
B
A
CROSSHEAD BUSHING - ISOMETRIC
SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 3" = 1'-0"
CROSSHEAD BUSHING
PART 16
0.085 2X
TOLERANCES:
DIMENSIONS ARE IN INCHES
b .005 B r .005 A
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D J
D P .1
M -7
X X
X .d g n
G E
C D J
N S
K S
H
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S H
E A
D B
U S
H
IN
M-708
W E
R H
O U
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
PORTLAND DISTRICT
T U
R B
IN
E H
U B U
P G
R A
D E
C O
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M B
IA
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IV
E R
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A
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2. BREAK ALL CORNERS AND EDGES.
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
J O
H N D
A Y L
O C
K A
N D D
A M
G
H D
C J J S
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-709BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:15:55 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
1.000 +.000
.3
2 - 13UNC - 2A
(0 .7
(2 .5
(2 .6
(2 .6
(2 .6
(0 .7
SCALE: 12"= 1'-0"
0 1" 2" 3"
-.001
.35 X 45°
CHAMFER
(2.500)
(1.250)(1.250)
LOCATE ALL HOLES AT ASSEMBLY
USING EXISTING THREADED
HOLES IN CROSSHEAD
SEE NOTE 4
SCALE: 1'-0" = 1'-0"
AS MACHINED AT SITE
THRUST GUIDE PLATE -
.7
.23 X 45°
CHAMFER
SCALE: 1'-0" = 1'-0"
THRUST GUIDE PLATE - BOTTOM
SCALE: 1'-0" = 1'-0"
ASSEMBLY
THRUST GUIDE PLATE -
.2
2.700
DETAIL
SCALE: 1'-0" = 1'-0"-
A
A
.5 - 13UNC - 2A
EXISTING
1.001 ±.001
COUNTERBORE
Ø1.0 X .125 THICK TEFLON PLUG
TYP. 4 PLACES
43905-4
SEE NOTE 2
SEE NOTE 3
SURFACE FINISH: 125
TOLERANCES:
DIMENSIONS ARE IN INCHES
SCALE: 2:1
THREADED DOWEL
PART 18
SCALE: 1'-0" = 1'-0"
AS MACHINED AT SHOP
THRUST GUIDE PLATE -
PART 17
0.100 THREAD RELIEF
(0.10 UNDERCUT MINOR DIAMETER)
T H
R U
S T G
U
ID
E P
L A
T E
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A N
S I
D
G E
C D J
H R
E A
D E
D D
O W
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M-709
W E
R H
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M -7
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X .d g n
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ID
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P O
R T
L A
N D
O R
E G
O N
P O
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L A
N D D
IS
T R
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PORTLAND DISTRICT
C O
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T U
R B
IN
E H
U B U
P G
R A
D E
6. BREAK ALL CORNERS AND EDGES.
COMPONENTS AND FOR FIELD ASSEMBLY OF THE RUNNERS.
FOR THE FABRICATION OF NEW BLH INTERNAL HUB
5. THIS DRAWING IS TO BE USED BY THE CONTRACTOR
GUIDE SLOT IN HUB.
INSPECTION AND REPAIRS (IF ANY) ARE MADE TO THE
4. FINAL DIMENSIONS TO BE DETERMINED AFTER
SLOT OF DOWEL.
EQUAL) AT FINAL INSERTION AND PEEN METAL INTO
3. USE LOCKTITE CLEANER THEN APPLY LOCKTITE (OR
INSERTION AND PEEN METAL INTO SLOT OF SCREW.
ON DRAWING 43905. APPLY LOCKTITE AT FINAL
2. INSTALL 6 NEW FLATHEAD SCREWS (PC4) AS SHOWN
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
SCALE: NTS
THRUST GUIDE PLATE - ISOMETRIC
THREADED DOWEL - ISOMETRIC
H N D
A Y L
O C
K A
N D D
A M
G
H D
C J J S
W
N -1
-R -0
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D E S
E c p w w o r k p w n w p d m s J
D P
M
X X
X d g n
SHEET NAME: M-710BY USERNAME: g2hdckri Kevin R. ImholtDATE AND TIME PLOTTED: 11/13/2015 2:16:06 PM
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
SURFACE FINISH: 125
TOLERANCES:
DIMENSIONS ARE IN INCHES
U .S
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E V
E N R
M
IL
E S P .E
A R
C H D
G E
C D J
A D
E P
A C
K
IN
G S
L E
E V
M-710
W E
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J D
P .1
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X .d g n
K S
H
ID
E
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
PORTLAND DISTRICT
C O
L U
M B
IA
R
IV
E R
O R -W
A
T U
R B
IN
E H
U B U
P G
R A
D E
4. BREAK ALL CORNERS AND EDGES.
OPERATIONS.
3. STRESS RELIEVE AFTER FINAL MACHINING
CRANES, SLEEVES ARE TO BE DEMAGNETIZED.
2. IF SLEEVES ARE HANDLED BY VENDOR WITH MAGNETIC
FOR MATERIAL REQUIREMENTS.
1. SEE SECTION 48 13 13.14 26 OF SPECIFICATIONS
BLADE PACKING SLEEVE
PART 19
SCALE: NTS
BLADE PACKING SLEEVE - ISOMETRIC
SCALE: 12" = 1'-0"
J O
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