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CUMBERLAND RIVER, TENNESSEE
Nashville District of Engineers
US Army Corps
OLD HICKORY POWERHOUSE
LOCAL VICINITY MAP
PROJECT PHOTO
SITE MAP
REHABILITATION
UNIT 4 GENERATOR/TURBINE
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BORDER VERSION UPDATE [09-2012]
G-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:33:32 AM
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CONTRACT DRAWINGS
BALDWIN - LIMA - HAMILTON REFERENCE DRAWINGS
CONT. BALDWIN - LIMA - HAMILTON REFERENCE DRAWINGS
TITLE
TITLEELETRONIC FILE NAMEDRAWING NUMBER
INFORMATIONAL REFERENCE DRAWINGS
CUMBERLAND RIVER, OLD HICKORY POWER PLANT
DRAWING INDEX
DRAWING NUMBER TITLE
DRAWING NUMBER TITLE
DRAWING NUMBER
STANDARD NAME PLATE FOR ADJUSTABLE BLADE TURBINE
DETAILS OF LIFTING DEVICE FOR MAIN SHAFT AND INNER HEAD COVER
DETAILS OF LIFTING LINKS AND PINS FOR RUNNER SHAFT HEAD COVER ETC.
DETAILS OF RUNNER BLADE TEMPLATES
39067
38689
38688
38143
39157
39155-A
39155
39154-A
39154
39153
39152
39150
39149
39148
39147
39146
39145
39144-A
39144
39143
39142-A
39142
39141
39140-A
39140
39139
39137
39136
39135
39134
39133
39132-A
39132
39131
39130
39129
39128
39127
39126-A
39126
39125
39124-A
39124
39123-A
39123
39122
39121
39120
39119
39118
39117-B
39117-A
39117
39116-C
39116-B
39116-A
39116
39115-E
39115-D
39115-C
39115-B
39115-A
39115
39114-A
39114
39113
39112
39111-A
39111
39110-A
39110
39107
39100
DETAILS OF FOUNDATION PLATE PEDESTAL FOR ASSEMBLING RUNNER
ARRANGEMENT AND DETAILS OF BRIDGE AND LADDER
ARRANGEMENT OF STAIRWAY BRIDGES AND WALKWAYS TURBINE PIT
SECTIONAL ELEVATION OF POWERHOUSE
35,000 HP TURBINE, CUMBERLAND RIVER, OLD HICKORY POWER PLANT.
VIEW OF POWERHOUSE
35,000 HP TURBINE, CUMBERLAND RIVER, OLD HICKORY POWER PLANT, PLAN
PLAN OF TURBINE
RUNNER SECTIONAL ELEVATION
WRENCH BOARD
ARRANGEMENT AND DETAILS OF STAIRWAY
ARRANGEMENT AND DETAILS OF LIFTING DEVICE FOR INTERMEDIATE SHAFT AND GUIDE BEARING
DETAILS AND ARRANGEMENT 0F SUPPORT FUR RUNNER AND SHAFT DURING ERECTION
DETAILS OF FLOOR PLATES, HAND RAILING STANCHION
DETAILS OF UNDERFRAME FOR FLOOR PLATES AROUND TURBINE PIT AND MAIN SHAFT
MANUAL CENTRAL LUBRICATION SYSTEM ELEVATION AND DETAILS
MANUAL CENTRAL LUBRICATION SYSTEM SCHEMATIC
ARRANGEMENT AND DETAILS OF AIR VALVE PIPING
DETAILS OF DASH POT, YOKE, SHAFT, BUSHINGS ETC. FOR 12" AUTOMATIC AIR VALVE
FOR 12" AUTOMATIC AIR VALVE
DETAILS OF VALVE BODY, DISCHARGE BODY VALVE DISC., DISC. SEAT, BUSHING AND SPRING
ARRANGEMENT OF 12" AUTOMATIC AIR VALVE
OIL PIPING FOR GUIDE BEARING LUBRICATION
PUMPS AND OIL PIPING FOR GUIDE BEARING LUBRICATION
DETAILS AND ARRANGEMENT OF SUMP PUMPS AND PIPING
ROD PINS, ETC.
DETAILS OF PISTON RODS, REACH RODS, FORKED ROD ENDS, STOP NUT, CONNECTING
DETAILS OF CYLINDER HEAD, PISTON LOCKNUT, ETC.
DETAILS OF SERVOMOTOR CYLINDERS
PIPING ARRANGEMENT FOR SERVO MOTORS
ARRANGEMENT OF SERVO MOTORS
DETAILS OF SEALING DEVICE FOR REPACKING BOX
DETAILS OF PACKING BOX LANTERN AND GLAND
DETAILS OF MAIN GUIDE BEARING COVER AND OIL CATCHER
DETAILS OF MAIN GUIDE BEARING
DETAILS OF MAIN GUIDE BEARING HOUSING
ARRANGEMENT OF MAIN GUIDE BEARING WIRING AND STUFFING BOX PIPING
DETAILS OF INNER HEAD COVER
SECTIONAL ELEVATION AND SECTIONS OF INTERMEDIATE HEAD COVER
PLAN OF INTERMEDIATE HEAD COVER
DETAILS OF WEARING STRIPS, FLOOR PLATES ETC. FOR INTERMEDIATE AND INNER HEAD COVER
FACING PLATE - BUSHINGS AND GLAND FOR OUTER HEAD COVER
DETAILS OF HEAD COVER
DETAILS OF OPERATING RING
DETAILS OF OPERATING RING
DETAILS OF COUPLINGS, LEVERS, LINKS, PINS AND BUSHINGS
RELATION BETWEEN WICKET GATES, GATE LEVER, SHEAR LEVER, OPERATING RING AND GATE LINK
RELATION BETWEEN WICKET GATES AND STAY VANE & WICKET GATE OPENINGS
LAYOUT OF LEVER AND LINK MECHANISM
35000HP TURBINE OLD HICKORY POWER PLANT USACE LIST OF DRAWINGS
METHOD OF SETTING STAY RING DISCHARGE RING AND DRAFT LINER SECTIONS "C-C" AND "D-D"
AND SECTION "B-B"
METHOD OF SETTING STAY RING DISCHARGE RING AND DRAFT TUBE LINER PLAN "A-A"
METHOD OF SETTING STAY RING DISCHARGE RING AND DRAFT TUBE LINER ELEVATION
ELEVATION OF PIT LINER UPPER SECTION
ELEVATIONS OF PIT LINER LOWER SECTION
PLAN OF PIT LINER LOWER SECTION
PLAN OF PIT LINER UPPER SECTION
DETAILS OF FABRICATED DISCHARGE RING
DETAILS OF FABRICATED DISCHARGE RING
DETAILS OF FABRICATED DISCHARGE RING
FABRICATION DRAWING OF DISCHARGE RING
DETAILS OF DISCHARGE RING SECTIONS
DETAILS OF DISCHARGE RING
DETAILS OF STAY RING SECTIONAL ELEVATION
DETAILS OF STAY RING PLAN
DETAILS OF DRAFT TUBE LINER
DETAIL OF PIER NOSE FOR DRAFT TUBE
CONCRETE DRAFT TUBE DEVELOPMENT
CONCRETE DRAFT TUBE PLAN AND ELEVATION
ELEVATION OF CONCRETE CASING
PLAN OF CONCRETE CASING
DETAILS OF BOTTOM RING AND FACING PLATE
DETAILS OF WICKET GATES
Q15-79/1038
Q15-79/1037
Q15-79/1036
Q15-79/1035
Q15-79/1034
Q15-79/1033
Q15-79/1032
Q15-79/1031
Q15-79/1030
Q15-79/1029
Q15-79/1028.2
Q15-79/1028.1
Q15-79/1027
Q15-79/1026
Q15-79/1025
Q15-79/1024
Q15-79/1023.1
Q15-79/1023
Q15-79/1022
Q15-79/1021
Q15-79/1020
OHP1.02_E-702XXX.dgn
OHP1.02_E-701XXX.dgn
OHP1.02_E-601XXX.dgn
OHP1.02_M-807XXX.dgn
OHP1.02_M-806XXX.dgn
OHP1.02_M-805XXX.dgn
OHP1.02_M-804XXX.dgn
OHP1.02_M-803XXX.dgn
OHP1.02_M-802XXX.dgn
OHP1.02_M-801XXX.dgn
OHP1.02_M-602XXX.dgn
OHP1.02_M-601XXX.dgn
OHP1.02_M-301XXX.dgn
OHP1.02_M-102XXX.dgn
OHP1.02_M-101XXX.dgn
OHP1.02_G-401XXX.dgn
OHP1.02_G-005XXX.dgn
OHP1.02_G-004XXX.dgn
OHP1.02_G-003XXX.dgn
OHP1.02_G-002XXX.dgn
OHP1.02_G-001XXX.dgn
HIGH RESISTANCE GROUNDING NEW EQUIPMENT
GENERATOR NEUTRAL GROUNDING EQUIPMENT REMOVAL DRAWING
GENERATOR THRUST BEARING HIGH PRESSURE LIFT PUMP CONTROL SCHEMATIC
TEMPLATE POSITIONING
DISCHARGE RING ANCHOR BAR SECTION
DISCHARGE RING ANCHOR PATTERN
BLADE LINKAGE MODIFICATION - BLADE LINKAGE ASSEMBLY DETAILS
BLADE LINKAGE MODIFICATION - LINK BARS, STUD BOLT & STUD SLEEVE DETAILS
BLADE LINKAGE MODIFICATION - EYE END DETAILS
BLADE LINKAGE MODIFICATION - LINK PIN & KEY DETAILS
HIGH PRESSURE LIFT SYSTEM HYDRAULIC SCHEMATIC SHEET 2
HIGH PRESSURE LIFT SYSTEM HYDRAULIC SCHEMATIC SHEET 1
HIGH PRESSURE LIFT SYSTEM THRUST TUB SECTION
HIGH PRESSURE LIFT SYSTEM EQUIPMENT DETAILS
HIGH PRESSURE LIFT SYSTEM PLAN VIEW
LOCATION OF CONTRACTOR OUTSIDE TRAILERS AND STORAGE
ELECTRICAL GENERAL NOTES AND LEGEND
MECHANICAL GENERAL NOTES AND LEGEND
DRAWING INDEX - SHEET 2
DRAWING INDEX - SHEET 1
PROJECT LOCATION AND VICINITY MAP
Q15-79/862.4
Q15-79/770.4
Q15-79/769.6
Q15-79/767.12ab
Q15-79/766.10ab
Q15-79/763.4
Q15-79/760.7ab
Q15-79/757.10ab
Q15-79/756.8ab
Q15-79/750.14ab
Q15-79/713.4
Q15-79/701.2
Q15-79/537
Q15-79/536
Q15-79/535.4
Q15-79/534.3
Q15-79/533.2
Q15-79/522.3
Q15-79/521.3
Q15-79/520.3
Q15-79/513.6ab
Q15-79/510.2
Q15-79/108.3
Q15-79/107.2
Q15-79/106
Q15-79/105.1
Q15-79/104.2
Q15-79/103.4
Q15-79/102.3
Q15-79/101.3
Q15-79/56.3
Q15-79/55.1
Q15-79/54.3
Q15-79/53.2
Q15-79/52.2
Q15-79/50.1
Q15-79/16.3
Q15-79/11.2
Q15-79/4.1
Q15-79/3
Q15-79/2
Q15-79/1
GENERATOR AND TURBINE PIT LIGHTING - PLANS
DEVICE SCHEDULE, SHEET 2
DEVICE SCHEDULE, SHEET 1
ELECTRICAL, MISC. CONNECTION DIAGRAM, SHEET 2
ELECTRICAL, MISC. CONNECTION DIAGRAM, SHEET 1
440 VOLT AUXILIARY POWER SYSTEM SCHEMATIC, SHEET 1
DC SCHEMATIC AND ONE LINE DIAGRAM
125 VOLT DC SCHEMATIC DIAGRAM, SHEET 2
125 VOLT DC SCHEMATIC DIAGRAM, SHEET 1
ELECTRICAL, MAIN SINGLE LINE DIAGRAM
OUTLINE OF INSTRUMENT AND BENCH BOARD
ELECTRICAL, NEUTRAL REACTOR AND EXCITATION CUBICLE
MECHANICAL, GENERATOR COOLING WATER SYSTEM, GENERATOR AIR COOLER - COOLER TUBE
MECHANICAL, GENERATOR COOLING WATER SYSTEM, GENERATOR AIR COOLER - ASSBLY & DETAILS
MECHANICAL, GENERATOR COOLING WATER ARRANGEMENT, SHEET 3
MECHANICAL, GENERATOR COOLING WATER ARRANGEMENT, SHEET 2
MECHANICAL, GENERATOR COOLING WATER ARRANGEMENT, SHEET 1
MECHANICAL, PIPING ARRANGEMENTS AT UNITS, SHEET 3
MECHANICAL, PIPING ARRANGEMENTS AT UNITS, SHEET 2
MECHANICAL, PIPING ARRANGEMENTS AT UNITS, SHEET 1
MECHANICAL, VALVE OPERATION DIAGRAM, COMPRESSED AIR
MECHANICAL, VALVE OPERATION DIAGRAM, RAW WATER
PLANT ARCHITECTURAL, GENERATOR RM FLOOR - EL 4138.0, PLAN OF UNITS 3 AND 4
ARCHITECTURAL, GENERATOR RM FLOOR - EL 413.0, PLAN OF UNITS 1 AND 2
ARCHITECTURAL, GENERATOR ROOM FLOOR - EL 413.0, PLAN OF SERVICE BAY
ARCHITECTURAL, GENERATOR RM FLOOR - EL 428.0, PLAN OF UNITS 3 AND 4
ARCHITECTURAL, GENERATOR RM FLOOR - EL 428.0, PLAN OF UNITS 1 AND 2
ARCHITECTURAL, GENERATOR ROOM FLOOR - EL 428.0, PLAN OF SERVICE BAY
ARCHITECTURAL, ENTRANCE LEVEL - EL 447.0, PLAN OF UNITS 1 AND 2
ARCHITECTURAL, ENTRANCE LEVEL - EL 447.0, PLAN OF SERVICE BAY
EQUIPMENT LONGITUDINAL SECTION
EQUIPMENT PLAN - CL OF DISTRIBUTOR AND ACCESS GALLERY
EQUIPMENT PLAN - TURBINE FLOOR, EL 413.0
EQUIPMENT PLAN - GENERATOR FLOOR, EL 428.0
EQUIPMENT PLAN -ENTRANCE LEVEL, EL 447.0
EQUIPMENT TRANSVERSE SECTION
GENERAL, PLAN, SECTION AND DETAILS
GENERAL, LOCATION AND ACCESS PLAN
INDEX - ELECTRICAL
INDEX - MECHANICAL
INDEX - STRUCTURAL
INDEX - GENERAL, ARCHITECTURAL, STRUCTURAL
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BORDER VERSION UPDATE [09-2012]
G-002SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/21/2016 10:54:44 AM
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GENERAL ELECTRIC REFERENCE DRAWINGSCONT. BALDWIN - LIMA - HAMILTON REFERENCE DRAWINGS
DRAWING INDEX
WOODWARD GOVERNOR REFERENCE DRAWINGS
982408-SHT-2
970839-SHT-2
970839-SHT-1
ACUATOR ARRANGEMENT FOR UNITS #1 THROUGH #4
WIRING DIAGRAM FOR UNITS #1 THROUGH #4
WIRING DIAGRAM FOR UNITS #1 THROUGH #4
41611
41610
41609
41608
41463
40034
40027-A
40027
39660
39634
39622
39621
39190
39189
39188-A
39188
39187
39186
39185
39184-A
39184
39183
39182
39181
39179
39178-A
39178
39177
39176
39175
39174
39173
39172
39171
39170
39169
39168
39167
39166
39165-A
39165
39164
39163
39162
39161
39160
39159
39158
GATE LOCK DETAILS
GATE LOCK DETAILS
GATE LOCK HOUSING
ARRANGEMENT OF GATE LOCKING DEVICE
DETAIL AND ASSEMBLY OF HIGH LEVEL FLOAT SWITCH FOR OIL HEAD
METHOD OF ERECTING RUNNER, SHAFT, INNER HEAD COVER, ETC.
DETAILS AND ASSEMBLY OF LIFTING RIG FOR PIPES IN MAIN SHAFT
DETAILS AND ASSEMBLY OF LIFTING RIG FOR PIPES IN MAIN SHAFT
ARRANGEMENT OF GOVERNOR PIPING ON OIL HEAD
RELAYS AND MERCOID SWITCHES
ARRANGEMENT OF WIRING AND CONDUIT FOR TEMPERATURE DETECTORS,
DETAILS OF PISTON ROD AND LOCKING DEVICE
DIAPHRAGM BOX FOR HEAD COVER PRESSURE AND VACUUM GAUGE
ARRANGEMENT AND DETAILS OF UNWATERING VALVE
LADDER WALKWAY AND HANDRAIL FOR OIL HEAD SUPPORT
INSPECTION DOOR AND DETAILS FOR OIL HEAD SUPPORT
DETAILS OF OIL HEAD SUPPORT
OIL HEAD DETAILS
DETAILS OF OIL HEAD SUPPORT
DETAILS OF OIL HEAD TOP
PLAN OF OIL HEAD AND SUPPORT
ARRANGEMENT OF OIL HEAD AND SUPPORT
ARRANGEMENT AND DETAILS OIL CATCHER AND GUARD SUPPORT
DETAILS OF OIL CATCHER AND GUARD
ARRANGEMENT OF GUARD, OIL CATCHER AROUND SHAFT AT SERVO MOTOR
HYDROSTATIC TEST OF RUNNER HUB
DETAILS OF RUNNER BALANCING BLADE OPERATING AND BLADE LOCKING DEVICES
ARRANGEMENT OF RUNNER BALANCING BLADE OPERATING AND BLADE LOCKING DEVICES
ARRANGEMENT OF WIRING ON OIL HEAD SUPPORT
DETAILS OF GASKETS FOR RUNNER HUB
DETAILS OF OIL PIPES IN INTERMEDIATE AND GENERATOR SHAFT
FORGING DETAILS OF PISTON ROD
DETAILS OF PISTON ROD, PISTON, PISTON CAP, PIPE HEAD ETC.
DETAILS OF CROSSHEAD
DETAILS OF BUSHING IN RUNNER HUB
DETAILS OF LEVER, LINK, PIN, LOCK NUT, ET. FOR RUNNER
DETAILS OF RETAINING RINGS FOR RUNNER HUB
DETAILS OF SEAL RINGS FOR RUNNER HUB
METHOD OF CHIPPING RUNNER BLADE FOR WELDING STAINLESS STEEL STRIPS
DETAILS OF PRE-WELDING RUNNER BLADES WITH STAINLESS STEEL
DETAILS OF CUTOUTS FOR RUNNER BLADE
DETAILS OF RUNNER BLADES
DETAILS OF UPPER AND LOWER CONES FOR RUNNER
DETAILS OF RUNNER HUB
DETAILS OF MAIN SHAFT SLEEVES AND NUT GUARD
FORGING DETAILS OF MAIN AND INTERMEDIATE SHAFTS
DETAILS OF MAIN SHAFT
DETAILS OF INTERMEDIATE SHAFT
SECTIONAL PLAN AND ELEVATION ADJUSTABLE BLADE RUNNER
528E594
528E679
528E576
528E565
528E637
528E637
528E588
528E565
528E516
528E274
266A147
214B204
209B315
182C801
182C674
182C573
181C516
162D603
162D390
162D321
161D221
161D619
109C377
109C312
PIPING PLAN, UNIT 4
ASSEMBLY HYDRAULIC TURBINE DRIVEN GENERATOR OLD HICKORY POWER PLANT
STATOR CONNECTIONS
AIR COOLER PIPING
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS SHEET 2
INSTRUMENTS & ACCESSORIES CONDUIT CONNECTIONS SHEET 1
STATOR COIL DIAGRAM OLD HICKORY UNIT 4
AIR COOLER PIPING
OUTLINE HYDRAULIC TURBINE DRIVEN GENERATOR OLD HICKORY POWER PLANT
PIPING DIAGRAM SCHEMATIC
ADJUSTABLE TEMP. SWITCH
FLOWMETER PIPING ARRANGEMENT
LIST OF MATERIAL
LIFTING DEVICE (FOR GENERATOR ROTOR)
DOOR AND FRAME
RTD & ACCESSORIES UNITS 1 AND 3
AIR COOLER PIPING DIAGRAM
THERMOMETER
INSTRUMENTS IN BEARINGS, UNITS #2 AND #4
YOKE (FOR GENERATOR ROTOR LIFTING DEVICE)
PEDESTAL
BRAKE PIPING UNITS 2 & 4
BEARING OIL COOLER
SURFACE AIR COOLER
DRAWING NUMBER TITLE
DRAWING NUMBER TITLEDRAWING NUMBER TITLE
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IL
E N
A M
E
D E
S
IG
N E
D B
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D E
S C
R
IP
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IO
N M
A R
K
D A
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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
/2
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-003SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/21/2016 11:08:47 AM
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K E
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M
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E S P .E
/1
/2
G
H D
C R
L K
D
W A
T S
O
.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
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O R
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O N
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D R
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L E
C T
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IG
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R
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A R
M Y C
O R
P S O
F E
N G
IN
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R S
N A
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L E T
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N E
S S
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N A
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IS
T R
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NASHVILLE DISTRICT
A N
S I
D
A N
D L
E G
E N
D
M E
C H
A N
IC
A L G
E N
E R
A L N
O T
E S
G-004
U N
IT
R
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A B
IL
IT
A T
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N
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S E
C U
M B
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L A
N D R
IV
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O L
D H
IC
K O
R Y L
O C
K A
N D D
A M
IDENTIFICATION LETTER
SECTION OR DETAIL
SHUT-OFF VALVE, NORMALLY OPEN
SHUT-OFF VALVE, NORMALLY CLOSED
SHUTTLE VALVE
QUICK DISCONNECT COUPLING
PROPORTIONAL VALVE
PUMP, VARIABLE DISPLACEMENT
PUMP, FIXED DISPLACEMENT
PUMP, HAND OPERATED
PRESSURE SOURCE
PLUGGED PORT
MEASUREMENT, FLOW
PRESSURE
MEASUREMENT,
TEMPERATURE
MEASUREMENT,
ADJUSTABLE
PRESSURE SWITCH
VALVE ADJUSTABLE
PRESSURE REDUCING
VALVE ADJUSTABLE
PRESSURE RELIEF
SHUT-OFF VALVE, 3-WAY
SNUBBER
FLOAT VALVE
PRESSURE TRANSDUCER
GOVERNOR PRESSURE TANK
LINE, FLEXIBLE
HEATER
FILTER WITH BYPASS
ELECTRIC LINE
ELECTRIC MOTOR
FILTER OR DIFFUSER
2-WAY, 2-POSITION
DIRECTIONAL CONTROL VALVE
3-WAY, 2-POSITION
DIRECTIONAL CONTROL VALVE
3-WAY, 3-POSITION
DIRECTIONAL CONTROL VALVE
4-WAY, 2-POSITION
DIRECTIONAL CONTROL VALVE
4-WAY, 3-POSITION
DIRECTIONAL CONTROL VALVE
INDICATOR
FILTER WITH PLUGGED
INDICATORS
ELECTRICAL CLOGGING
FILTER WITH VISUAL AND
ADJUSTABLE
FLOW CONTROL VALVE,
ADJUSTABLE WITH BYPASS
FLOW CONTROL VALVE
CYLINDER, DOUBLE ACTING
CONTROL, SPRING
CYLINDER, SINGLE ACTING
CONTROL, LEVER
CONTROL, PEDAL
CONTROL, MANUAL
CONTROL, PUSHBUTTON
CONTROL, DETENT
COOLER, LIQUID COOLED
BULKHEAD CONNECTION
PILOT CONTROLLED OPENING
PILOT CONTROLLED CLOSING
CHECK VALVE
CHECK VALVE
CHECK VALVE
SPRING LOADED
CARTRIDGE VALVE
CHECK VALVE
FIXED DISPLACEMENT
AIR COMPRESSOR
ACCUMULATOR
ELECTRICAL SOLENOID
CONTROL,
COOLER
EXISTING CONCRETE
INDICATIONS
MATERIAL
SECTION OR DETAIL IS DRAWN
PLATE NUMBER ON WHICH
SHEET WHERE THE SECTION OR DETAIL IS TAKEN
THE SECTION OR DETAIL APPEARS ON THE SAME
BOTTOM HALF OF SYMBOL IS LEFT BLANK WHEN
SECTION
VIEW
M-105
A
A
AC
GRAPHIC SYMBOLS LEGEND SECTION SYMBOLS
SECTION
GENERAL "REMOVAL" NOTES:
GENERAL "INSTALL" NOTES:
19.00 28.
OTHER AREAS AS SPECIFIED IN SECTION 02 41
5. TOUCH UP PAINT ALL DISTURBED SURFACES AND
THE GOVERNMENT.
COMPONENTS THAT ARE TO REMAIN THE PROPERTY OF
SALVAGE. THE GOVERNMENT WILL IDENTIFY
SHALL BE MADE AVAILABLE TO THE GOVERNMENT FOR
APPEARANCE. ALL GOVERNOR COMP0NENTS REMOVED
PAINTED AS APPROPRIATE TO PROVIDE A CLEAN
SHALL BE COVERED, PLUGGED OR PATCHED AND
REMOVED AND ANY VOIDS CAUSED BY THE REMOVAL
REUSED FOR THE NEW GOVERNOR SYSTEM SHALL BE
4. ALL EXISTING EQUIPMENT WHICH IS NOT TO BE
IN ACCORDANCE WITH THE SPECIFICATIONS.
GOVERNOR EQUIPMENT REMOVAL, AND SUBMIT PLANS
FOR DETAILS OF HYDRAULIC-MECHANICAL
3. SEE SPECIFICATIONS AND SECTION 02 41 19.00 28
DRAWINGS ARE OMITTED FOR CLARITY.
2. SOME COMPONENTS AND FEATURES ON THE REMOVAL
CLOUDING, HEAVIER TEXT AND/OR AS NOTED.
BY HEAVIER LINE WEIGHTS, CROSS-HATCHED,
1. EXISTING EQUIPMENT TO BE REMOVED IS INDICATED
O H
P .0
G -0
X X
X .d g n
GRANTED.
CONTRACTING OFFICER'S REPRESENTATIVE HAS BEEN
BETTER INSTALLATION AFTER PERMISSION FROM THE
MODIFICATION MAY BE ALLOWED TO FACILITATE A
MOST PRACTICABLE ROUTING; THEREFORE, SLIGHT
INSTALL DRAWINGS MAY NOT ABSOLUTELY BE THE
6. NEW PRESSURE PIPE ROUTING SHOWN ON THE
DRAWING SHALL GOVERN.
DRAWING, THE INFORMATION ON THE INDIVIDUAL
AN INDIVIDUAL DRAWING AND DIFFERS FROM THIS
SYMBOLS, DEVICE NUMBERS AND LEGEND APPEAR ON
APPLICABLE FOR ALL DRAWINGS. HOWEVER, IF
AND LEGEND SHOWN ON THIS DRAWING ARE
5. HYDRAULIC SCHEMATIC SYMBOLS, DEVICE NUMBERS
WITH THE SPECIFICATIONS AND THESE DRAWINGS.
INSTALLATION, AND SUBMIT PLANS IN ACCORDANCE
4. SEE SPECIFICATIONS FOR DETAILS OF
NOT BE TO SCALE.
DRAWINGS ARE OMITTED FOR CLARITY AND/OR MAY
3. SOME COMPONENTS AND FEATURES ON THE FOLLOWING
INDIVIDUAL MECHANICAL DRAWINGS.
NECESSARILY REFERENCED ON THE FOLLOWING
2. ITEMS SHOWN ON THIS DRAWING ARE NOT ALL
LINES OR HEAVIER TEXT AS NOTED.
OR PROVIDED IS INDICATED BY HEAVIER WEIGHT
1. ON ALL SHEETS, NEW EQUIPMENT TO BE INSTALLED
G
H D
C D
E R
Q -7
/1
S O
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IC
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A T
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N N
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D E
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D B
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D E
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D A
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S
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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 n w d \n w p \E
T D
S \C
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D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-004SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:45:08 AM
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GENERAL NOTES:
GRAPHIC SYMBOLS LEGEND GRAPHIC SYMBOLS LEGEND (CONT.)
DISCONNECT SWITCH
SWITCHYARD MOTOR OPERATED
115kV SWITCHYARD CIRCUIT BREAKER
EQUIPMENT ENCLOSURE
SURGE ARRESTER
SURGE CAPACITOR
AIR CIRCUIT BREAKER
RATIO AS SHOWN
CURRENT TRANSFORMERS, NUMBER AND CURRENT
AND VOLTAGES AS SHOWN
POTENTIAL OR CONTROL TRANSFORMERS, NUMBER
CONNECTION TO GROUND BUS
CONTACTS (NORMALLY OPEN)
CONTACTS (NORMALLY CLOSED)
TRANSFORMER (CONTROL DIAGRAM)
POWER TRANSFORMER (ONE LINE DIAGRAM)
DISCONNECT SWITCH
AMMETER SWITCH
DISCONNECTING DEVICE, DISCONNECTING CONTACT
VOLTMETER SWITCH
SYNCHRONIZING SWITCH (I=INCOMING, R=RUNNING)
SPARE WIRE(S)
DRAWOUT CIRCUIT BREAKER
DRAWOUT CIRCUIT BREAKER WITH INTERLOCKS
A=AMBER
INDICATING LIGHT: R=RED, G=GREEN, W=WHITE,
DETAILS, ELEVATIONS)
OR TURNED AWAY FROM OBSERVER (PLANS,
NON-SEGREGATED PHASE BUS TURNED TOWARDS
INVERTER OR RECTIFIER
SWITCH
2-POSITION SELECTOR SWITCH OR TRANSFER
DIRECTION OF KEY TRANSFER
BREAKER KEYED INTERLOCK
DEVISE OPEN. (WITH KEY REMOVED)
KEY INTERLOCK USED TO LOCK
DEVISE OPEN. (WITH KEY HELD)
KEY INTERLOCK USED TO LOCK
BREAKER MECHANICAL INTERLOCK
FUSE
TEST BLOCK
(PLANS, DETAILS, ELEVATIONS)
CONDUIT EXPOSED, CABLE OR BUS
WIRE CONNECTED
WIRE CROSSING (NOT CONNECTED)
AMMETER
VOLT METER
WATT METER
FREQUENCY METER
SYNCHROSCOPE
SYNCHRONIZING LAMPS
CONDUIT/CABLE (PLANS, DETAILS, ELEVATIONS)
CONDUIT EMBEDDED IN FLOOR, WALL OR UNDERGROUND
CONDUIT TURNED AWAY FROM OBSERVER (PLANS, DETAILS, ELEVATIONS)
CONDUIT TURNED TOWARD OBSERVER (PLANS, DETAILS, ELEVATIONS)
TO CONTROL DEVICE NUMBER
RELAY, FUNCTION ACCORDING
HYDROGEN DENSITY MONITOR
CONDUIT TERMINATION AT CABLE TRAY (PLANS, DETAILS, ELEVATIONS)
OUTPUT - SOLID-STATE ELEMENT OR DEVICE
INPUT - SOLID-STATE ELEMENT OR DEVICE
V
W
F
S
L
A
H
200:5
480-120
R
SS
RI
VS
AS
TB
SP
OR
L-0
L-0
M
RES
G
RESISTOR
ROTATING MACHINE, GENERATOR
ROTATING MACHINE, MOTOR
PRESSURE ACTUATED SWITCH, CLOSES ON RISING PRESSURE
INDUCTOR
RESISTOR
FLOW ACTUATED SWITCH, CLOSES ON INCREASED FLOWS
N A
S H
V
IL
L E T
E N
N E
S S
E E
/1
/2
U N
IT
R
E H
A B
IL
IT
A T
IO
N 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
H
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
N A
S H
V
IL
L E D
IS
T R
IC
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M
IL
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A N
S I
D O
H P .0
G -0
X X
X .d g n
G
H D
C R
L K
D
W A
T S
O N
G
H D
C D
D L
E G
E N
D
E L E
C T
R
IC
A L G
E N
E R
A L N
O T
E
G-005
W
E R
H O
U S
E C
U M
B E
R L
A N
D R
IV
E R
Q -7
/1
O L
D H
IC
K O
R Y L
O C
K A
N D D
TERMINAL BLOCK-TERMINAL#.
WIRE NAME/DESTINATION CABINET OR DEVICE/
7. CONTRACTOR SHALL LABEL WIRES AS FOLLOWS:
CONDITIONS.
6. CONTRACTOR SHALL FIELD VERIFY EXISTING
250-122.
AND CABLE SCHEDULES, SIZED PER NEC TABLE
NOT SHOWN ON THE DRAWINGS OR IN THE CONDUIT
NEW FEEDERS AND BRANCH CIRCUITS WHETHER OR
BUT ARE REQUIRED AND SHALL BE PROVIDED IN ALL
SHOWN TO REDUCE DRAWING CLUTTER FOR CLARITY,
5. EQUIPMENT GROUNDING CONDUCTORS MAY NOT BE
ON THE INDIVIDUAL DRAWING SHALL GOVERN.
DIFFERS FROM THIS DRAWING, THE INFORMATION
LEGEND APPEAR ON AN INDIVIDUAL DRAWING AND
HOWEVER, IF SYMBOLS, DEVICE NUMBERS AND
THIS DRAWING ARE APPLICABLE FOR ALL DRAWINGS.
4. SYMBOLS, DEVICE NUMBERS AND LEGEND SHOWN ON
RESPOND ARE OF THE LOWEST VALUE.
POSITION OR WHEN QUANTITIES TO WHICH THEY
SWITCHES WITH CONTACTS IN THE DE-ENERGIZED
3. CONTROL DIAGRAMS SHOW CONTROL AND TRANSFER
INDIVIDUAL DRAWINGS.
NECESSARILY REFERENCED ON THE FOLLOWING
2. ITEMS SHOWN ON THIS DRAWING ARE NOT ALL
TEXT, OR AS NOTED.
WORK IS INDICATED BY HEAVIER WEIGHT LINES OR
HEAVIER WEIGHT LINES OR TEXT. INSTALLATION
1. ON ALL SHEETS, REMOVAL WORK IS INDICATED BY
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N M
A R
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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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-004SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:41:12 AM
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C H
E C
K E
D B
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L E T
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N E
S S
IT
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A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D
/1
/2
G
H D
C P
G D
G
H D
C R
H
L O
C A
T
IO
N O
F C
O N
T R
A C
T
W E
R H
O U
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C U
M B
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L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
O H
P .0
G -4
X X
X .d g n
A N
D S
T O
R A
G E
O U
T S
ID
E T
R A
IL
E R
S
G-401
WALLS
POWERHOUSE
G
H D
C D
E R
Q -7
/1
POWER AVAILABLE
208/120V
40A 3
KEY PLAN
AND DUMPSTERS: APPROXIMATELY 150' X 150'
PARKING LOT FOR STORAGE, TRAILERS,
POWERHOUSE
SWITCHYARD
YARD
TRANSF.
WALLS
WALLS
PARKING LOT
LP
LP
CB
PLAN
O
APPROX. 25 SPACES
GOVT. PARKING
APPROXIMATELY 20' X 25'
DUMPSTERS & STORAGE ONLY:
NO OFFICE TRAILERS
SPOTS
CONTRACTOR PARKING
2 DESIGNATED
S O
L
IC
IT
A T
IO
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A M
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D E
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D B
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D E
S C
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N M
A R
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D A
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S
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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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-401SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:34:55 AM
D R
A W
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Y
C H
E C
K E
D B
Y
N
G U
A R
D R
A
IL
x x x x xx xx x x x x x x x x xx x x x x x x x x x x
X X
X
XXXX
X X
X
X XXXXXXXXXX X XX
x x x x xx xx x x x x x x x x x x
X X
X
XXXX
X X
X XXXXXXXXXX X XX
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
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L E D
IS
T R
IC
E V
E N R
M
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E S P .E
G
H D
C S
W H
G
H D
C D
E
M-101
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
O H
P .0
M -1
X X
X .d g n
A
N V
IE
W
H
IG
H P
R E
S S
U R
E L
IF
T S
Y S
T E
M
S
H
IN
N E
N P .E
Q -7
/1
M-102 FOR DETAILS
RING HEADER. SEE SHEET
THRUST BEARING SUMP
AND DETAIL IN SHOP DRAWINGS
SHOWN, CONTRACTOR TO DETERMINE
HEADER. EXACT ROUTING NOT
PRESSURE SUPPLY PIPE TO RING
NOTES:
DRAWING.
REQUIREMENTS OF NEW EQUIPMENT SHOWN ON THIS
3. SEE SPECIFICATION SECTION 48 13 13.03 26 FOR
LINE WEIGHTS, TEXT, AND/OR AS NOTED.
2. NEW EQUIPMENT INSTALLATION IS INDICATED BY HEAVIER
1. SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
UNIT
POWER
HYDRAULIC
APPROVAL.
LOCATION FOR GOVERNMENT REVIEW AND
CONTRACTOR MAY SUBMIT AN ALTERNATE
HPU SHOWN IN SUGGESTED LOCATION.
THRUST BEARING BRACKET
THRUST BEARING SHOE, TYP.
PLAN - HIGH PRESSURE LIFT SYSTEM
NOT TO SCALE
S O
L
IC
IT
A T
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F
IL
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A M
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D E
S
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N E
D B
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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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-101SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:35:07 AM
D R
A W
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Y
C H
E C
K E
D B
METER
FLOW
VALVE
SNUBBER, AND ISOLATION
PRESSURE GAUGE,
VALVE
ISOLATION
VALVE
SNUBBER, AND ISOLATION
PRESSURE GAUGE,
CHECK VALVE
MOTORPUMP
S H
V
IL
L E T
E N
N E
S S
G
H D
C S
W H
U N
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C D
Q U
IP
M E
N T D
E T
A
IL
S
H
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H P
R E
S S
U R
E L
IF
T S
Y S
T E
M-102
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
S
H
IN
N E
N P .E
O H
P .0
M -1
X X
X .d g n
Q -7
/1
PLAN - HYDRAULIC SYSTEM ARRANGEMENT
NOT TO SCALE
NOTES:
DRAWING.
REQUIREMENTS OF NEW EQUIPMENT SHOWN ON THIS
3. SEE SPECIFICATION SECTION 48 13 13.03 26 FOR
LINE WEIGHTS, TEXT, AND/OR AS NOTED.
2. NEW EQUIPMENT INSTALLATION IS INDICATED BY HEAVIER
1. SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
PLACES
HOSE 10
FLEXIBLE
THRUST BEARING
PRESSURE TO
VALVE, TYP.
IN-LINE CHECK
HEADER PIPING
TYP.
HEADER SUPPORT,
TEE, TYP.
TYP
IN-LINE ORIFICE,
SUPPLY FROM PUMP
PRESSURIZED OIL
BEARING SHOE, TYP.
MODIFIED THRUST
SUCTION
SUGGESTED ARRANGEMENT
HYDRAULIC POWER UNIT
NOT TO SCALE
ISOLATION VALVE
ISOLATION VALVE
ISOLATION VALVE
ISOLATION VALVE
SNUBBER, AND
PRESSURE SWITCH,
ISOLATION VALVE
SNUBBER, AND
PRESSURE GAUGE,
BASE
RELIEF VALVE
PRESSURE
FILTER
EL 2050 APPROX.
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-102SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:35:18 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
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O R
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O N
H Y
D R
O E
L E
C T
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IC
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IG
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R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
E V
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M
IL
E S P .E
G
H D
C S
W H
G
H D
C D
R
U S
T T
U B S
E C
T
IO
N
H
IG
H P
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S S
U R
E L
IF
T S
Y S
T E
M-301
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
S
H
IN
N E
N P .E
O H
P .0
M -3
X X
X .d g n
THRUST SHOE
THRUST RUNNER
SHAFT
GENERATOR
TURBINE/
MAIN
OIL HEADER
SUCTION LINE
PRESSURE SUPPLY LINE FROM PUMP
PRESSURE RELIEF LINE
TYPICAL OIL LEVEL
EL 2060
Q -7
/1
NOTES:
ALL EQUIPMENT FOR THE NEW HIGH PRESSURE LIFT SYSTEM.
2. DRAWING DOES NOT DEPICT THE EXACT ARRANGEMENT OF
1. SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
TYPICAL SECTION THROUGH THRUST TUB
NOT TO SCALE
NOT TO SCALE
SHOE INSTALLATION
DETAIL - TYPICAL
RING HEADER
PUMP
SUPPLY FROM
PRESSURE
HOSE
FLEXIBLE
CONFIGURATION.
DETERMINE FINAL ROUTING AND
SUGGESTED. CONTRACTOR TO
PIPE ROUTING SHOWN IS
SHOE
THREADED INTO THRUST
INLINE CHECK VALVE.
THRUST SHOE
ORIFICE
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-301SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:35:29 AM
D R
A W
N B
Y
C H
E C
K E
D B
PUMP SKID AND MANIFOLD
HOSE, TYP.
FLEXIBLE
EACH BEARING SHOE
CHECK VALVE, TYP
BEARING SHOE
ORIFICE, TYP EACH
THRUST BEARING SUMP
SHOE, TYP.
BEARING
N A
S H
V
IL
L E T
E N
N E
S S
E E
H Y
D R
A U
L
IC
S
C H
E M
A T
IC
U N
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
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M
IL
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G
H D
C S
W
M-601
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
H
IG
H P
R E
S S
U R
E L
IF
T S
Y S
T E
M
A N
S I
D
/1
/2
S
H
IN
N E
N P .E . G
H
D C
D
P .0
M -6
X X
X .d g n
S H
E E
T
Q -7
/1
.1
NOTES:
TURN BALL VALVES.
5. ALL VALVES SHOWN ON THIS SCHEMATIC ARE QUARTER
NORMALLY OPEN.
4. ALL VALVES THAT ARE SHOWN ON THIS SCHEMATIC ARE
DRAWING.
REQUIREMENTS OF NEW EQUIPMENT SHOWN ON THIS
3. SEE SPECIFICATION SECTION 48 13 13.03 26 FOR
LINE WEIGHTS, TEXT, AND/OR AS NOTED.
2. NEW EQUIPMENT INSTALLATION IS INDICATED BY HEAVIER
1. SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
HYDRAULIC SCHEMATIC
HIGH PRESSURE LIFT SYSTEM
NOT TO SCALE
OIL SUPPLY TO BEARING SHOES
PRESSURE RELIEF DISCHARGE LINE
PUMP SUCTION
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-601SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:35:40 AM
D R
A W
N B
Y
C H
E C
K E
D B
Y
AC
F G
EC
DB
A
SUCTION LINE FROM BEARING SUMP
FILL LINE FROM MAIN FILTER OR SUPPLY
PUMP SUMP DRAIN TO BEARING SUMP
RETURN LINE TO MAIN FILTER
SUPPLY TO BEARING
B E
A R
IN
G O
IL
P
R E
S S
U R
E
P R
E S
S U
R E S
W
IT
C H
M A
IN
T
U R
B
IN
E B
E A
R
IN
G
IL
U T
D O
W N C
O N
T R
O L
Q
C
S T
A R
T
IN
G I
N T
E R
L O
C K A
D
E S
S U
R E S
W
IT
C H
M A
IN
T
U R
B
IN
E B
E A
R
IN
G
TYP. 2 PLACES
FLOW SIGHT.
HYDRAULIC SCHEMATIC
TURBINE GUIDE BEARING LUBRICATION SYSTEM
NOT TO SCALE
NOT REPLACE.
ON ACTUATOR CABINET. DO
PRESSURE GAUGE LOCATED
ALARM CONTACTS
FLOW METER WITH
N A
S H
V
IL
L E T
E N
N E
S S
E E
U N
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C S
W
M-602
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
S
H
IN
N E
N P .E . G
H
D C
D
P .0
M -6
X X
X .d g n
Q -7
/1
.2
S H
E E
T
S Y
S T
E M H
Y D
R A
U L
IC
S
C H
E M
A T
IC
T U
R B
IN
E G
U
ID
E B
E A
R
IN
G L
U B
R
IC
A T
IO
N
NOTES:
VALVE 'G' IS CLOSED
VALVE 'F' IS CLOSED
VALVE 'E' IS OPEN
TO BYPASS FILTER
VALVE 'G' IS OPEN
VALVE 'F' IS OPEN
VALVE 'E' IS CLOSED
VALVE 'D' IS OPEN
VALVE 'C' IS OPEN
VALVE 'B' IS OPEN
VALVE 'A' IS OPEN
UNDER NORMAL OPERATION
PIPING/TUBING. SIZE PIPING/TUBING TO MATCH EXISTING.
REPLACE ALL PIPING WITH STAINLESS STEEL
QUARTER TURN BALL VALVES.
ALL VALVES SHOWN ON THIS PAGE ARE FULL PORT,
DRAWING.
REQUIREMENTS OF NEW EQUIPMENT SHOWN ON THIS
SEE SPECIFICATION SECTION 40 05 13.00 FOR
SHOWN ON THIS SHEET IS NEW.
ALL PIPING, FITTING, EQUIPMENT AND INSTRUMENTATION
SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
5.
4.
3.
2.
1.
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-602SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:51:15 AM
D R
A W
N B
Y
C H
E C
K E
D B
Y
AC
DC
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C K
R I
G
H D
C D
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
D E
T A
IL
S O
H P .0
M -8
X X
X .d g n
6.030" -0.002"
0.000"
"32
"32 171"32
3"
3.748" -0.001"
0.000" 4.998"
-0.001"
0.000"
" DRILL THRU8
45°
90°
THRU, TYP.
DRILL"4
"32
"4
45°
D A
N W
A T S
O N P .E
M-801
L
IN
K P
IN
K
E Y
B L
A D
E L
IN
K A
G E M
O D
IF
IC
A T
IO
N
0.600"
0.602"
3.336"
3.351"SEE NOTE 2
HARDEN SURFACE
.3"R TYP
POLISH TO 16 RMS
1/8" UNDERCUT, TYP.
Q -7
/1
M-801
C
SCALE: 12" = 1'-0"
SECTION
SECTION
SCALE: 12"= 1'-0"
1"
M-801
C
ISOMETRIC
LINK PIN KEY
KEY
ISOMETRIC
LINK PIN
0.3" GRINDR
SECTION
M-801
E
"4
0.600"
0.601"
TYP. BOTH ENDS
KEY SEAT,
ROCKWELL HARDNESS OF C-50 MIN.
2. CASE HARDEN JOURNAL SURFACE TO DEPTH OF 0.050 MIN. AND
17%ELONGATION IN 2":
80 ksi MIN.YIELD STRENTH:
120 ksi MIN.TENSILE STRENGTH:
THE FOLLOWING PHYSICAL REQUIREMENTS:
1. MATERIAL SHALL BE AN ALLOY STEEL, HEAT TREATED TO MEET
12 REQUIRED
SCALE: 6"= 1'-0"
20 REQUIRED PER UNIT
MATERIAL: AISI 1045 COLD ROLLED
NOTES:
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-801SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:36:05 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
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L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C K
R I
G
H D
C D
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
D E
T A
IL
S O
H P .0
M -8
X X
X .d g n
M-802
"2
"8 31'-
"2
"2 12'-
R "2
5.625" .000"
+.001"
45°
1"R
R "4
6.000" -.002"
.000"
" BEVEL8
3"
D A
N W
A T S
O N P .E
B L
A D
E L
IN
K A
G E M
O D
IF
IC
A T
IO
N
E Y
E E
N D
" X 45° CHAMFER8
-8UN-22
A
SEE NOTE 3
x 45° CHAMFER16
SEE NOTE 2
DOWEL PIN
INSIDE FACEINSIDE FACE
4.300"
4.302"
NOT TO SCALE
SUPERBOLT NUT
- 8UN2
6.625"±.001"
WITH CROSSHEAD
AT ASSEMBLY
DOWEL HOLE
REAM �.500"
-.001" 4.623"
+ .000"
R " SEE NOTES 1 AND 38
BLH DWG NO. 39172
CROSSHEAD
BLH DWG NO. 39172
CROSSHEAD
"2
Q -7
/1
TYP.
NEW EYE END
MATERIAL: AISI 4340 FORGED STEEL
SCALE: 6"= 1'-0"
NOTES:
EYE END INSTALLED
SCALE: 6"= 1'-0"
.m4. UNLESS OTHERWISE SPECIFIED, ALL SURFACES 125
" RADIUS ON THE NEW EYE ENDS.8
3 THE LARGER
3. CHAMFER THE CROSSHEAD EYE END BORES TO ACCOMODATE
THE LEVERS. PC I BLH DWG NO 39170
SAME VERTICAL PLANES AS THE CORRESPONDING FACES OF
THAT THE VERTICAL FACES OF THE EYE ENDS ARE IN THE
PINS. EXTREME CARE SHALL BE TAKEN TO ENSURE
THE CROSSHEAD ONLY. PRIOR TO INSTALLING LINKS AND
Pc3 ON BLH DWG. NO. 39172. TACK WELD THE DOWEL PIN TO
AT FINAL ASSEMBLY FOR DRIVE FIT OF DOWEL PIN SHOWN AS
" DEEP, FIVE PLACES ON THE CROSSHEAD4
32. DRILL AND REAM 1
EYE BOLT SHALL BE POLISHED TO A FINISH OF 16 RMS.
" RADIUS AND ADJACENT AREAS WITHIN 1 INCH ON THE8
31. THE
0.001 A
0.001 A
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-802SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:36:17 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C K
R I
G
H D
C D
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
D E
T A
IL
S O
H P .0
M -8
X X
X .d g n
R " TYP.2
"4
"4 32'-4
D A
N W
A T S
O N P .E
M-803
4.106"
4.116"
3.750" .000"
+.001"
.600"
.602"
10.000"±.002"
7.250"±.002"
17.250"±.001"
OUTSIDE LINK INNER LINK
GRIND SMOOTH
DEEP8
7 -13 TAP-2
LINK ONLY
" OUTSIDE2
1R1
DEEP8
7 -13 TAP-2
L
IN
K B
A R
S S
T U
D B
O L T S
T U
D S
L E
E V
E
B L
A D
E L
IN
K A
G E M
O D
IF
IC
A T
IO
N
"64 291 "64
1±
"64
291 " TYP. BOTH LINKS BARS64
1±
OUTSIDE LINK ONLY
-8UN-2B8
DRILL & TAP
OUTSIDE LINK ONLY
BEVEL BOTH ENDS"8
INNER LINK ONLY
" HOLE16
7DRILL �1
INNER LINK
OUTER LINK
Q -7
/1
2.425"
1.925"
-8UN-28
B
THICKNESS 0.250"
MIN. WALL
A
0.005 B
6.030" .000"
+.002"
DETAIL - TYP.
B
SCALE: 6" = 1'-0"
DETAIL - OUTSIDE LINK ONLY
M-803
A
M-803
B
INNER LINK BAR
ISOMETRIC
OUTER LINK BAR
ISOMETRIC
LINK BARS
MATERIAL: STEEL ASTM A514, GR-F
SCALE: 3"= 1'-0"
2 1
1 2&
BOTH ENDS
TYP.
"4
"16
" TYP.2
"2
"4
31" TYP.8
R " TYP.4
1.175"
1.177"
A
(�1.210 UNDERCUT)
"8
1GROOVE
THREAD RELIEF
-8UN-28
0.005 A
0.002 A
0.005 B
R "16
R "8
NOTES:
2. BREAK ALL SHARP CORNERS.
TO REMOVE MATERIAL DAMAGED BY WELDING.
BORING IS COMPLETE AND FINAL MACHINE OUTER SURFACES
OUTER SURFACE MACHINING. REMOVE TACK WELDS AFTER
TACK WELD MATCHED PAIRS PRIOR TO BORING AND FINAL
SLOTTED TOGETHER IN MATCHING PAIRS AND MATCH-MARKED.
1. INSIDE AND OUTSIDE LINKS ARE TO BE BORED AND KEY
LINK STUD
MATERIAL: LASALLE, FATIGUE-PROOF OR EQUAL
SCALE: 6"= 1'-0"
AIM FOR TENSILE STRENGTH 150 ksi
280 MIN.BRINELL HARDNESS:
15% MIN.RED.:
5% MIN.ELONGATION IN 2":
125 ksi MIN.YIELD STRENGTH:
140 ksi MIN.TENSILE STRENGTH:
70 ksiYIELD STRENGTH:
100 ksiTENSILE STRENGTH:
MACHINE ID AND OD TO FINAL DIMENSIONS
ASTM A519
MATERIAL: 4140 ANNEALED ROUND MECHANICAL TUBING
SCALE: 6"= 1'-0"
DISTANCE SLEEVE
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-803SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:36:30 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
G
H D
C K
R I
G
H D
C D
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
A N
S I
D
/1
/2
D E
T A
IL
S O
H P .0
M -8
X X
X .d g n
M-804
D A
N W
A T S
O N P .E
B L
A D
E L
IN
K A
G E M
O D
IF
IC
A T
IO
N
B L
A D
E L
IN
K A
G E A
S S
E M
B L
Y
LINK PIN
INNER LINKOUTSIDE LINK
AT SITE
RUNNER HUB
ASSEMBLY IN
OF STUD AFTER
PEEN OVER END LINK STUD & NUT
4 PLCS.
KEY, TYP.
LINK PIN
6.030" .000"
+.002"
DISTANCE SLEEVE
Q -7
/1
SCALE: 3"= 1'-0"
EYE END
ISOMETRIC
BLADE LINK ASSEMBLY
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-804SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:36:42 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D
/1
/2
G
H D
C M
G T
D
W A
T S
M-805
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
O H
P .0
M -8
X X
X .d g n
G
H D
C D
E R
Q -7
/1
IS
C H
A R
G E R
IN
G A
N C
H O
R P
A T
T E
R N
/4
/4
/8
/8
/4
/8
/8
/4
/4
/8
.0
.0
.0
1 1/2 "2 3/4 " 1 1/2 " 2 3/4 "
/2
/2
2'-7 1/16 " 2'-9 1/16 "
2'-7 1/16 "
/8
/4
8.3"
.7
7.8"
.7
7.8"
.0
.0
/2
/8
/8
/8
1 1/2 " 1 1/2 "
.7
7.8"8.3"7.8"
.0
.7
.7
.7
.0
.0
.0
/4
SEALING SURFACE
WICKET GATE
STIFFINER 1-1/2"
TOP HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFINER
TOP HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
(2) SECTIONS(20) SECTIONS(2) SECTIONS
TYPICAL TYPICAL TYPICAL
TYPICAL
T Y
P
IC
A L
T Y
P
IC
A L
T Y
P
IC
A L
TYPICAL TYPICAL
WICKET GATE
BOTTOM OF
NOTES:
SECTION
DISCHARGE RING
END SECTION
INSTALLATION
TYPICAL ANCHOR
INTERIOR SECTION
INSTALLATION
TYPICAL ANCHOR
END SECTION
INSTALLATION
TYPICAL ANCHOR
WICKET GATE
BOTTOM OF
WICKET GATE
BOTTOM OF
STIFFINER
TOP HORIZONTAL
STIFFINER
TOP HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
3. DRAWING NOT TO SCALE.
FIELD CONDITIONS.
THE GOVERNMENT MAY VARY DEPENDING ON THE AS FOUND
ANCHORS. THE ACTUAL AMOUNT OF ANCHORS SPECIFIED BY
2. THE ANCHOR PATTERN SHOWN USES A MINIMUM OF 432
AND REPORTED THE FIELD CONDITION OF THE DISCHARGE RING.
GOVERNMENT ONCE THE CONTRACTOR HAS ESTABLISHED
PATTERN AND LOCATIONS WILL BE ESTABLISHED BY THE
LAYOUT PATTERN IS APPROXIMATE. THE EXACT ANCHOR
1. THE DIMENSIONS SHOWN ARE NOMINAL AND THE ANCHOR
> BLADE
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-805SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:36:54 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D
/1
/2
G
H D
C M
G T
D
W A
T S
M-806
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
O H
P .0
M -8
X X
X .d g n
G
H D
C D
E R
Q -7
/1
IS
C H
A R
G E R
IN
G A
N C
H O
R B
A R S
E C
T
IO
N
/4
NOTES:
EXCAVATION DEPTH
1/4"-3/8"
R 1/16" TYPICAL
1/2"
REBAR 30" LENGTH
#8 ASTM A-706
FLUSH AFTER WELDING
CUT OFF & GRIND
R 1/16" TYPICAL
HOLE DIA.
1-1/4" DRILL
EPOXY RESIN CARTRIDGES
GROUT REBAR WITH
2. DRAWING NOT TO SCALE
LESS THAN 30".
THE FULL STRENGTH OF THE REINFORCING BAR BUT NOT
COMPLETE. BAR LENGTH TO BE LONG ENOUGH TO DEVELOP
1. ANCHORS ARE INSTALLED AFTER ALL EXCAVATION IS
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-806SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:37:05 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D
/1
/2
G
H D
C M
G T
D
W A
T S
M P
L A
T E P
O S
IT
IO
N
IN
M-807
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
O H
P .0
M -8
X X
X .d g n
G
H D
C D
E R
Q -7
/1
2. DRAWING NOT TO SCALE
(SEE SECTION 48 13 13.08 26).
AND SHALL BE LOCATED ACCURATELY AND PLUMB
1. TEMPLATE TO BE MOUNTED ON THE BORING MACHINE
NOTES:
SECTION
DISCHARGE RING
HUB
TURBINE RUNNER
DISCHARGE RING
CONTOUR OF EMBEDDED
1" MIN. TO FINISHED
> OF ROTATION
TO THE LONGEST BLADE AT IT'S
THIS POINT MUST BE REFERENCED
T6 ALUMINUM
10 GAUGE 6061
TEMPLATE
VERTICAL "CROSS-HAIRS"
DISCHARGE RING
VERTICAL "CROSS-HAIRS"
NTSNTS
OF UNIT
BLADE ROTATION
S O
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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-807SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:37:15 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
E E
/1
/2
U N
IT
R
E H
A B
IL
IT
A T
IO
N 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
N A
S H
V
IL
L E D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D O
H P .0
E -6
X X
X .d g n
G
H D
C E
V H
B
B A
U W
M A
N
G
H D
C P
R G
C O
N T
R O
L S
C H
E M
A T
IC
H
IG
H P
R E
S S
U R
E L
IF
T P
U M
P
G E
N E
R A
T O
R T
H R
U S
T B
E A
R
IN
E-601
W E
R H
O U
S E
C U
M B
E R
L A
N D R
IV
D H
IC
K O
R Y L
O C
K A
N D D
A M
Q -7
/1
Q15-79/757.10ab
NOTES:
REFERENCE DRAWINGS:
LEGEND:
CS CONTROL SWITCH
OFF
ON AUTO
(F.V.)
CONTACT
AUTO
OFF
ON X
1 2
X
NOTE
SEEPUMP MOTOR
480 V. 30
UNIT AUXILIARY BOARD
T U
R R
E T
O V
E R
R
ID
E
63X1B
MSA2
MSA3
SPARE
4G1X
42HP
4HP
SPARE
SYSTEM
WARNING
FISHERMAN
3 HP
1AN7
1AP7
4HP
SPD
33%
4HP
4HP
1X 4G
ARG
SEE NOTE 4
B -O
V E
R R
ID
-2
W H
1 1
B -2
W H
4G1X
16C
A -O
V E
R R
ID
15C
5P1
AFTER START POS.
CLOSED IN START AND
1G12
NORMAL & S-N-L
5C1X
TDC
63X1A
1CS1
UNIT 4
CONTROL SCHEMATIC
MODIFICATIONS
EXISTING START SEQUENCE
UNIT 4
CONTROL SCHEMATIC
HIGH PRESSURE LIFT PUMP
GENERATOR THRUST BEARING
M
480V 120V
AUTO
CS
4HP
63P
63F
42HP 3HP
SEE NOTE 2
42HP
ON
CS
42HP
OL
(3)
OL
3HP
6. SEE SHEET G-005 FOR GENERAL NOTES AND SYMBOLS.
WITH ADJUSTABLE ON-DELAY SETTINGS.
5. 3HP RELAY SHALL BE AN ADJUSTABLE SINGLE-PULSED OUTPUT
REFERENCE DRAWING Q15-79/757.10ab
4. OTHER PERMISSIVE CONTACTS OMITTED FOR CLARITY. SEE
ON THE GOVERNOR CABINET.
3. INDICATING LIGHTS AND CONTROL SWITCH SHALL BE LOCATED
2. SCHEMATICS SHOW THE DESIRED MINIMUM FUNCTIONS.
1. ALL BOLD ITEMS ARE NEW.
RED INDICATING LIGHT-R
GREEN INDICATING LIGHT-G
AMBER INDICATING LIGHT-A
THERMAL OVERLOAD ELEMENT - MANUAL RESET-OL
CONTROL SWITCH-CS
PRESSURE SWITCH-63P
FLOW SWITCH63F -
TIME DELAY, SET TO 10 SECONDS-63
MOTOR STARTER-42
HIGH PRESSURE PUMP START RELAY-4HP
UNIT MASTER START RELAY-4G2
HIGH PRESSURE PUMP INTERLOCKING RELAY-3HP
ASSEMBLY
HIGH PRESSURE THRUST BEARING PUMP-HP
S O
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S U
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IT
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D B
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P L
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C A
L E
C O
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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
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D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
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BORDER VERSION UPDATE [09-2012]
E-601SHEET NAME:G2hdcrlk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/21/2016 7:34:41 AM
D R
A W
N B
Y
C H
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K E
D B
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IL
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W E
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S E
C U
M B
E R
L A
N D R
IV
E R
O H
P -1 .0
-6 -9
A /2
O L
D H
IC
K O
R Y L
O C
K A
N D D
A M
R
H E
R N
A N
D E
Z
A N
S I
D
/1
/2
O H
P .0
E -6
X X
X .d g n
83WH1
B&W Controller
SPARE
SPARE
SPARE
SPARE
SEAL-IN
SOLENOIDS
MAIN AUX. G
DADM1DX
63A
MAIN
1A1D 3
AUX.
1A1D
R E
S
63A1DX
1AP5
1AN5
33G1
S
P
120 VAC
376.03
5 375.0
63A1DX
ELECTRODES
T U
A T
A R
D
V
E A
K
NOTES:
UNITS 1-4 SIMILAR
DRAFT TUBE WATER DEPRESSION CONTROL
REFERENCE DRAWINGS:
Q15-79/513.6ab
3. REPLACE ELECTRODES.
2. REPLACE WIRING TO CONTROLLER.
B&W CONTROLLER.
1. REPLACE EXISTING B&W CONTROLLER WITH NEW
S O
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D B
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P L
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C A
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C O
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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
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D E
S
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N F
IL
E
BORDER VERSION UPDATE [09-2012]
E-602SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:37:38 AM
D R
A W
N B
Y
C H
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K E
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E-701
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E-701
A E-701
B
E-701
A
NOT TO SCALE
SECTION
E-701
B
NOT TO SCALE
SECTION
3. ITEMS SHOWN IN BOLD ARE TO BE REMOVED.
REACTOR.
CIRCUIT BREAKER, CIRCUIT BREAKER, CT, AND NEUTRAL
2. REMOVE CABLE FROM GENERATOR NEUTRAL TO NEUTRAL
AND SWITCH FROM SWITCHGEAR DOOR AND COVER HOLES.
BREAKER AS NOTED. REMOVE NAMEPLATES, 048 Id LIGHTS,
1. REMOVE EXISTING CONTROLS. RETAIN CONTROL CIRCUIT
AT BENCHBOARD
AT SWITCHGEAR
ACB SWGR.
LOCATED ON NEUT.
PERMISSIVE SW.
RM NO. 2
SWITCHGEAR
METALCLAD
BATTERY RM
CUBICLE
EXCITATION NEUTRAL REACTOR
ACB
NEUTRAL
NOT TO SCALE
(SEE NOTE 1)
(SEE NOTE 2)
NO.4
GEN.
NOT TO SCALE
UNITS 3 & 4
V D -C D
IS
T B
R E
A K
E R N
O
R E
T A
IN
B
K R
INC
52X52X
BP67A
BP67
N
PP
C
R E
S
R E
S
R E
S
R E
S
R E
S
4PG
IN
I-
C T
O
IN
I- S
C12
N
T
4NG4
52b
52T
52a
52X52Y52C
52X
BN67
BN67A
LC
52Y aa
52X 2
R E
S
NOR
69N1
N
T
INC
5C1
INC1
INI-CL
4NT
N
T
R R W G G
IN
I-
T R
SCHEMATIC
UNIT 4 GENERATOR NEUTRAL GROUNDING
CONTROL SCHEMATIC
UNIT 4 GENERATOR NEUTRAL GROUNDING
PLAN - UNIT 4
NOTES:
KEY PLAN
f
7'-0"
7'-8" 7'-8"
7'-0"
TRANSITE CONDUIT TO GENERATOR HOUSING.
REMOVE 500 MCM 15KV CABLE IN 3" HEAVY WALL
TRANSITE CONDUIT TO GROUND TEST STATION 3 OR 4.
KEEP 500 MCM BARE COPPER CABLE IN 2" HEAVY WALL
REMOVE INSULATED BUS BAR
1200 AMP. 250 MVA
BREAKER 13.8 KV,
REMOVE AIR CIRCUIT
REMOVE CABLE
4G1-3T
4G2-2T
KEEP CABLE
BUS BAR
INSULATED
REACTOR
NEUTRAL
REMOVE
EL. 428.00
2'-10"5'-1"4'-4 3/8 "
P.H. DOWNSTREAM WALL
ACB CUBICLES
NEUTRAL REACTOR &
UNIT 4UNIT 3
S O
L
IC
IT
A T
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N N
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A M
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D E
S
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D B
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D E
S C
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N M
A R
K
D A
T E
S
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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 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
E-701SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2016 7:37:50 AM
D R
A W
N B
Y
C H
E C
K E
D B
S H
V
IL
L E T
E N
N E
S S
H E
R N
A N
D E
Z
U N
IT
R
E H
A B
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IT
A T
IO
N 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
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