B.07_The_Dalles_Intake_Gantry_Crane_Contract_Drawings_FINAL.pdf
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The Dalles Intake Gantry Crane Contract Drawings - FINAL
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G-001SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:26 AM
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SEE SHEET G-401 & G-402 FOR
WORK AREA
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SOLICITATION NUMBER: W9127N-19-R-0004
DATE: 15 OCT 2018
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480 TON INTAKE GATE GANTRY CRANE AND RAILS
POWERHOUSE
COLUMBIA RIVER
THE DALLES LOCK AND DAM
S
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C O
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G-002
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E X T
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GENERAL DRAWINGS
STRUCTURAL DRAWINGS
MECHANICAL DRAWINGS
ELECTRICAL DRAWINGS
INDEX OF DRAWINGS
CONTRACT DRAWINGS
SHEET NO. TITLE DRAWING NO. TITLE
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REFERENCE DRAWINGS
DRAWING NO. TITLE
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ACTION KEY
ACTION KEY
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GOVERNMENT REFERENCE DRAWINGS
(5) DRAWING IS FOR REFERENCE ONLY
DRAWINGS
(4) DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT
DRAWINGS AT THE COMPLETION OF THIS CONTRACT
(3) DRAWING WILL BE SUPERSEDED BY THE FOLLOWING CONTRACT
PROJECT (DESIGNATED REFERENCE DRAWING)
(2) DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS
(1) DRAWING IS OBSOLETE AT THE COMPLETION OF THIS PROJECT
G A
N T
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R A
N E A
N D R
A
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S
G-902
G-901
G-703
G-702
G-701
G-407
G-406
G-405
G-404
G-403
G-402
G-401
G-003
G-002
G-001
DDP-1.116-0/15
DDP-1.116-0/14
DDP-1.116-0/13
DDP-1.116-0/12
DDP-1.116-0/11
DDP-1.116-0/10
DDP-1.116-0/9
DDP-1.116-0/8
DDP-1.116-0/7
DDP-1.116-0/6
DDP-1.116-0/5
DDP-1.116-0/4
DDP-1.116-0/3
DDP-1.116-0/2
DDP-1.116-0/1
S H
E E
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C S
W H
DDP-1.116-3-3/1
DDP-1.116-3-1/5
DDP-1.116-3-1/4
DDP-1.116-3-1/3
DDP-1.116-3-1/2
DDP-1.116-3-1/1
M-501
M-404
M-403
M-402
M-401
M-101
DIX CORPORATION
GATE CITY STEEL
DEAD END TOWER DIAGONALS AND STRUTS
DEAD END TOWER GUSSETS AND STRUTS
ERECTION PLAN - TROLLEY END TOWER
TROLLEY END TOWER LEGS
TROLLEY END TOWER LEGS
DDD-20999-46-6
DDD-20999-46-5
DDD-20999-46-4
DDD-20999-46-3
DDD-20999-46-2
PACIFIC COAST ENGINEERING COMPANY (PACECO)
DD-20718-175
DD-20718-174
DD-20718-168
DD-20718-167
DD-20718-166
DD-20718-165
DD-20718-92
DD-20718-91
DD-20718-89
DD-20718-87
DD-20718-86
DD-20718-85
DD-20718-84
DD-20718-48
DD-20718-47
DD-20718-46
DD-20718-1
HAMMERHEAD BOOM RAIL ENCLOSURE
HAMMERHEAD BOOM ENCLOSURE
HAMMERHEAD BOOM STRUCTURE DETAILS
HAMMERHEAD BOOM STRUCTURE SH 3
HAMMERHEAD BOOM STRUCTURE SECTIONS SH 2
HAMMERHEAD BOOM STRUCTURE SH 1
CAB STRUCTURE SH 1 OF 2
HAND RAILS ADJ. GIRDER AND LOWER ACCESS SH 3 OF 3
MAIN HOIST ENCLOSURE PANELS
GANTRY TOP STRUCTURE SH 4 OF 4
UPPER LEG STRUCTURE AND MAIN TROLLEY GIRDERS SH 3 OF 4
AUXILIARY GIRDER STRUCTURE SH 2 OF 4
LOWER LEG STRUCTURE SH 1 OF 4
100 TON GANTRY CRANE - GENERAL ARRANGEMENT SHEET #3
100 TON GANTRY CRANE - GENERAL ARRANGEMENT SHEET #2
100 TON GANTRY CRANE - GENERAL ARRANGEMENT SHEET #1
CLEARANCE DIAGRAM - 100 TON HAMMERHEAD GANTRY
FILE NO.
D D
P -1 .1
-0 /2
DDP-1.116-6-1A21/1
DDP-1.116-6-0A0/4
DDP-1.116-6-0A0/3
DDP-1.116-6-0A0/2
DDP-1.116-6-0A0/1
E-601
E-503
E-502
E-501
E-101
ONE LINE DIAGRAM
PENDANT CONTROL DETAIL
RADIO CONTROL DETAIL
OPERATOR CONTROL STATION DETAIL
ELECTRICAL CAB LAYOUT
GOVERNMENT REFERENCE DRAWINGS (CONT.)
T
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REEL COH INC.
3196-80-0363-04
3196-80-0363-03
3196-80-0363-02
3196-80-0363-01
GATE LIFTING BEAM DETAILS SHEET 3
GATE LIFTING BEAM DETAILS SHEET 2
GATE LIFTING BEAM DETAILS SHEET 1
GATE LIFTING BEAM ASSEMBLY
DD-06-0001-87155-450
DD-06-0001-87155-431
DD-06-0001-87155-428
DD-06-0001-87155-404
IDLER TRUCK MODIFICATIONS (DITM-1)
GENERATOR SET MOUNTING G.A. (DGM-1)
GANTRY DRIVE MODIFICATION ASSEMBLY (DGDM-1)
CONDUIT ROUTING G.A. (CRGA-1)
ACTION KEY (AS-BUILT CODE DEFINITIONS)
CONCRETE - STATION SERVICE BAY INTAKE - SECTIONS
CONCRETE - STATION SERVICE BAY INTAKE - SECTIONS
CONCRETE - STATION SERVICE BAY FISHWAY DECK REINFORCEMENT
CONCRETE - STATION SERVICE BAY FISHWAY - DECK PLAN
CONCRETE - STATION SERVICE BAY SUMPS AND FISHWAY - SECTION
CONCRETE - STATION SERVICE BAY SUMPS AND FISHWAY - SECTION
CONCRETE - MAIN UNIT BAYS OPERATING GATE GUIDE BLOCKOUTS
CONCRETE - MAIN UNIT BAYS FISHWAYS - CROSS SECTION
CONCRETE - MAIN UNIT BAYS FISHWAYS - LONGITUDINAL SECTIONS
CONCRETE - MAIN UNIT BAYS 1, 2, & 3 FISHWAYS - LONGITUDINAL SECTIONS
CONCRETE - MAIN UNIT BAYS - FISHWAYS DECK PLAN AT EL. 111.50
CONCRETE - MAIN UNIT BAYS - FISHWAYS CONTROL GALLERY PLANS AND SECTIONS
CONCRETE - MAIN UNIT BAYS - INTAKE CROSS SECTION REINFORCEMENT
CONCRETE - MAIN UNIT BAYS - INTAKE CROSS SECTION OUTLINE
CONCRETE - MAIN UNIT BAYS INTAKE DECK - TRANSFORMER VAULT DETAILS
CONCRETE - MAIN UNIT BAYS INTAKE DECK PLANS EL. 185.0
CONCRETE - FISH TURBINE BAY INTAKE DECK PLAN
CONCRETE - FISH TURBINE BAY - INTAKE TYPICAL SLAB AND WALL REINFORCEMENT
CONCRETE - FISH TURBINE BAY FISHWAY - SECTION
FISH TURBINE BAY FISHWAY - DOWNSTREAM ELEVATION
PLAN AT EL. 185.0 MAIN UNITS 4-14 AND STATION SERVICE BAY
GENERAL PLAN AND TRANSVERSE SECTION AT MAIN UNIT
UPSTREAM TRACK GUIDE INSTALLATION MAIN UNIT INTAKE GATES
UPSTREAM TRACK GUIDE FOR MAIN UNIT INTAKE GATES
UPSTREAM TRACK GUIDE INSTALLATION MAIN UNIT INTAKE GATES
UPSTREAM TRACK GUIDE FOR MAIN UNIT INTAKE GATES
INTAKE GATE SUPPORT LATCHES
INTAKE GATE MAIN UNIT MISC DETAILS
INTAKE GATE MAIN UNIT ASSEMBLY
ARCHITECTURAL ROOF DETAILS
OFFICE BUILDING ELEVATIONS & SECTIONS
OFFICE BUILDING ELEVATIONS
OFFICE BUILDING PLANS
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE DECK PLAN LIGHTING & POWER STA.18+30 TO STA. 20+00
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE MISCELLANEOUS COVERS & FRAMES
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE GATE REPAIR PIT STAGING SHEET 1
SPILLWAY TO POWERHOUSE TROLLEY END TOWER
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE STOPLOG STORAGE PIT AND BLOWER ROOM
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE DECKHOUSE SHEET 2 MONOLITH 26
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE DECKHOUSE SHEET 1 MONOLITH 26
NON OVERFLOW DAM SPILLWAY TO POWERHOUSE
DDP-1-4-5/18
DDP-1-4-5/17
DDP-1-4-5/16
DDP-1-4-5/15
DDP-1-4-5/3
DDP-1-4-5/2
DDP-1-4-4/43
DDP-1-4-4/42
DDP-1-4-4/41
DDP-1-4-4/40
DDP-1-4-4/39
DDP-1-4-4/38
DDP-1-4-4/20
DDP-1-4-4/19
DDP-1-4-4/14
DDP-1-4-4/12
DDP-1-4-3/26
DDP-1/4-3/21
DDP-1-4-3/2
DDP-1-4-3/1
DDP-1-4-0/8
DDP-1-4-0/1
DDP-1-3-4/111
DDP-1-3-4/110
DDP-1-3-4/109
DDP-1-3-4/108
DDP-1-3-4/53
DDP-1-3-4/46
DDP-1-3-4/41
DDP-1-2-0/26
DDP-1-2-0/7
DDP-1-2-0/6
DDP-1-2-0/5
DDD-1-6-3.1/10
DDD-1-4-3.1/33
DDD-1-4-3.1/31
DDD-1-4-3.1/30
DDD-1-4-3.1/22
DDD-1-4-3.1/16
DDD-1-4-3.1/15
DDD-1-4-3.1/12
DDP-10.1-6-2A/13
DDP-10.1-6-1Q/9
DDP-10.1-6-1E/9
DDP-10.0-6-2A/27
DDP-10.0-6-2A/14
DDP-10.0-6-1G/1
DDP-6-0-0/25
DDP-2-1/12
DDP-2-1/7
DDP-2-1/6
DDP-2-1/5
DDP-2-1/4
DDP-2-1/3A
DDP-2-1/3
DDP-2-1/2
DDP-2-1/1
DDP-10.0-6-1G/1
DDP-1.12-5-2/2
DDP-1.5-15-4/2
DDP-1.5-15-4/1
DDP-1.5-13-1/1
DDP-1.5-6-2M1/10
DDP-1.5-5-2/5
DDP-1.5-5-2/2
DDP-1.5-5-1/5
DDP-1.5-4-4/28
DDP-1.5-4-4/27
DDP-1.2-6-2A1/6
DDP-1.2-6-1A8/2
DDP-1.2-4-0/1
DDP-1.1-6-7A0/1
DDP-1.1-6-1M/9
DDP-1.1-6-1P/1
DDP-1.1-5-0/15
DDP-1.1-5-0/3
DDP-1.1-4-4/8
DDP-1-6-7A0/2
DDP-1-6-2A/9
DDP-1-6-1L/1
DDP-1-6-1J/1
DDP-1-6-1E/1
DDP-1-6-1C/1
DDP-1-5-4/3
DDP-1-5-4/2
DDP-1-5-4/1
DDP-1-5-0/20
DDP-1-5-0/13
DDP-1-5-0/5
DDP-1-5-0/3
DDP-1-4-6/5
DDP-1-4-5/42
DDP-1-4-5/39
DDP-1-4-5/19
STATION SERVICE BAY PLAN EL 111.5 LIGHTING
POWER AND CONTROL CONDUIT MAIN UNIT BAY 22 FISHWAY DECK PLAN EL 111.5
POWER AND CONTROL CONDUIT MAIN UNIT BAYS FISHWAY DECK PLAN EL 111.5
PANEL BOARD SCHEDULE SHEET 2 LIGHTING
STATION SERVICE BAY EL 90.0 LIGHTING
POWER AND CONTROL CONDUIT MAIN UNIT BAYS 5-8 INTAKE DECK PLAN EL 185.0
ARRANGEMENT - TRANSVERSE SECTION BAYS 15 THRU 22
CRANE RAIL EXTENSION STRUCTURAL STEEL
CRANE RAIL EXTENSION DETAILS SHEET 3
CRANE RAIL EXTENSION DETAILS SHEET 2
CRANE RAIL EXTENSION DETAILS SHEET 1
CRANE RAIL EXTENSION GIRDERS
CRANE RAIL EXTENSION SECTIONS
CRANE RAIL EXTENSION PLAN AT EL. 185.0
CRANE RAIL EXTENSION PLAN AND SECTIONS
CRANE RAIL EXTENSION CONCRETE REMOVAL
POWER AND CONTROL CONDUIT MAIN UNIT BAYS 5, 6, 7, & 8 INTAKE DECK - PLAN EL. 185.0
MAIN UNIT INTAKE GATE BOTTOM SEAL ADDITION
INTAKE GATE MAIN UNIT SECTIONS NO 3 & 4
INTAKE GATE MAIN UNIT SECTIONS NO 1 & NO 2
100 TON INTAKE GANTRY CRANE
INTAKE DECK EL 185.0 LIGHTING
MODIFIED INTAKE GATE GUIDES
MODIFIED INTAKE GATE ASSEMBLY
TAKE OFF TOWERS BACKSTAY
CONCRETE OUTLINE - INTAKE DECK - EL. 185.0 SHEET 2
CONCRETE OUTLINE - INTAKE DECK - EL. 185.0 SHEET 1
INTAKE DECK - EL. 185 AND TROLLEY STANDARDS
INTAKE AND TAILRACE GANTRY CRANE TROLLEYS
CONCRETE OUTLINE - FISH TURBINE-MAIN UNITS 1-14-STA. SERVICE GENEARL PLAN & TRANSVERSE SECTIONS
GROUNDING SYSTEM SCHEMATIC DIAGRAM & TYPICAL SECTION
POWER AND CONTROL CONDUIT MAIN UNITS 15-22 INCL FISHWAY DECK PLAN EL 111.5
MAIN UNIT BAYS 15 - 22 ELEVATION 185.0, 170.5 - INTAKE DECK PLAN, SECTIONS
INTAKE - MAIN UNITS 15-22 BULKHEAD GUIDES
STRUCTURAL STEEL AND MISC. METAL INTAKE DECK HATCHES AND MISCELLANEOUS COVERS
CONCRETE INTAKE DECK PLAN EL. 185.0
GROUNDING SYSTEM TYPICAL SECTIONS
STATION SERVICE BAY PLAN PIPE GALLERY EL 174.5 LIGHTING
POWER AND CONTROL CONDUIT MAIN UNIT BAYS 13 AND 14 INTAKE DECK PLAN EL 185.0
POWER AND CONTROL CONDUIT MAIN UNIT BAYS 9, 10, 11, 12 INTAKE DECK PLAN EL 185.0
POWER AND CONTROL CONDUIT MAIN UNIT BAYS 1, 2, 3 & 4 INTAKE DECK - PLAN EL. 185.0
FISH TURBINE BAY-INTAKE DECK & U.S. GALLERY-PLANS EL. 157.5 & ABOVE POWER & CONTROL CONDUIT
INTAKE GATE MAIN UNIT STRUCTURAL DETAILS
INTAKE GATE MAIN UNIT SECTIONS NO 3 & NO 4
INTAKE GATE MAIN UNIT SECTIONS NO 1 & NO 2
MAIN UNIT INTAKE GATE GUIDES
DECK HANDRAIL DETAILS
INTAKE DECK GATE SLOT FRAMES AND COVERS
STRUCTURAL STEEL AND MISC. METAL RAIL AND TRACK DETAILS
CONCRETE - WEST POWERHOUSE FISH ENTRANCE CROSS SECTION
CONCRETE - STATION SERVICE BAY INTAKE OFFICE BUILDING
CONCRETE - STATION SERVICE BAY INTAKE DECK PLAN
CONCRETE - STATION SERVICE BAY PIER S-1 - REINFORCEMENT
LIFTING BEAM DETAILS
WEST TROLLEY ELEVATION
WEST TROLLEY ARRANGEMENT
EAST TROLLEY ELEVATION
EAST TROLLEY ARRANGEMENT
HOIST & TROLLEY MACHINERY ARRANGEMENT
S-502
S-501
S-403
S-402
S-401
S-102
S-101
SD901
SD102
SD101
DDP-1.116-5-0/10
DDP-1.116-5-0/9
DDP-1.116-5-0/8
DDP-1.116-5-0/7
DDP-1.116-5-0/6
DDP-1.116-5-0/5
DDP-1.116-5-0/4
DDP-1.116-5-0/3
DDP-1.116-5-0/2
DDP-1.116-5-0/1
MONOLITH SEAL DETAIL AT CRANE RAILS - INSTALL
SPALL REPAIR NEAR GROUT POCKET - INSTALL
DOWNSTREAM MONOLITH RAIL SPLICE - INSTALL
UPSTREAM MONOLITH RAIL SPLICE - INSTALL
INTERMEDIATE RAIL SPLICE - INSTALL
CRANE RAILS - INSTALL
OPERATOR CAB LAYOUT
PHOTOS OF SPALLS & CRACKS NEAR GROUT POCKET - REMOVAL
CONCRETE REMOVAL RESTRICTIONS
EXISTING CRANE RAILS - REMOVAL
CRANE ISOMETRICS - SHEET 2
CRANE ISOMETRICS - SHEET 1
CRANE ARRANGEMENT SOUTH (INTERIOR) ELEVATION
CRANE ARRANGEMENT NORTH (INTERIOR) ELEVATION
CRANE ARRANGEMENT SOUTH ELEVATION
CRANE CLEARANCE TO HIGH VOLTAGE EQUIPMENT
DECK CLEARANCES - SHEET 3
DECK CLEARANCES - SHEET 2
DECK CLEARANCES - SHEET 1
COVERAGE DIAGRAM - ELEVATION
POWERHOUSE KEY PLAN, CONTRACTOR STAGING & WORK AREAS
CONTRACTOR STAGING AND WORK AREAS
INDEX TO DRAWINGS - SHEET 2
INDEX TO DRAWINGS - SHEET 1
PROJECT LOCATION AND VICINITY MAPS
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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N N
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D B
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D E
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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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IDENTIFICATION
SHEET
S C
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IP
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
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G-002 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:31 AM
E V
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PORTLAND DISTRICT
T
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ACTION KEY (AS-BUILT CODE DEFINITIONS)
ACTION KEY
T H
E D
A L L E
S L
O C
K A
N D D
A M
/1
/1
D D
P .1
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-0 /3
(5) DRAWING IS FOR REFERENCE ONLY
DRAWINGS
(4) DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT
DRAWINGS AT THE COMPLETION OF THIS CONTRACT
(3) DRAWING WILL BE SUPERSEDED BY THE FOLLOWING CONTRACT
PROJECT (DESIGNATED REFERENCE DRAWING)
(2) DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS
(1) DRAWING IS OBSOLETE AT THE COMPLETION OF THIS PROJECT
G A
N T
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DRAWING NO. TITLE ACTION KEY
WILLAMETTE IRON & STEEL
DDP-20690-57
DDP-20690-49
DDP-20690-48
DDP-20690-45
DDP-20690-42
DDP-20690-41
DDP-20690-40
DDP-20690-39
DDP-20690-33
DDP-20690-32
DDP-20690-31
INTAKE GATE MAIN UNIT GENERAL ASSEMBLY
INTAKE GATE MAIN UNIT RUBBER SEALS
INTAKE GATE MAIN UNIT SEAL BARS
INTAKE GATE MAIN UNIT TRUNION BEAM, PIN, BRACKET, END GUIDE SHOE, HOOK CASTINGS
INTAKE GATE MAIN UNIT SECTION NO. 4
INTAKE GATE MAIN UNIT SECTION NO. 3
INTAKE GATE MAIN UNIT SECTION NO. 2
INTAKE GATE MAIN UNIT SECTION NO. 1
INTAKE GATE SUPPORT LATCHES OPERATING MECHANISM ASSEMBLIES
INTAKE GATE SUPPORT LATCHES OPERATING MECHANISM DETAILS
INTAKE GATE SUPPORT LATCHES
REFERENCE DRAWINGS (CONT.)
YUBA MANUFACTURING DIVISION
TITLEDRAWING NO.
YUBA MANUFACTURING DIVISION (CONT.)
VONROLL TRANSFORMERS
13937-1003 BANK T8 GSU TRANSFORMER 233MVA 230/13.2 KV - GENERAL DIMENSION 5
INTAKE ROLLER GATES SEAL DETAILS
INTAKE ROLLER GATES SEAL BAR DETAILS
INTAKE ROLLER GATES SEAL ASSEMBLY
INTAKE ROLLER GATES ROLLER TRACK DETAILS
INTAKE ROLLER GATES ROLLER ASSEMBLY DETAILS
INTAKE ROLLER GATES CATHODIC PROTECTION SECTIONS AND DETAILS
INTAKE ROLLER GATES CATHODIC PROTECTION
INTAKE ROLLER GATES DETAILS
INTAKE ROLLER GATES DETAILS
INTAKE ROLLER GATES DETAILS
INTAKE ROLLER GATES DETAILS
INTAKE ROLLER GATES SECTIONS AND DETAILS
INTAKE ROLLER GATES SECTIONS AND DETAILS
INTAKE ROLLER GATES SECTION 4 DETAILS
INTAKE ROLLER GATES SECTION 4 DETAILS
INTAKE ROLLER GATES SECTION 4
INTAKE ROLLER GATES SECTION 3 DETAILS
INTAKE ROLLER GATES SECTION 3
INTAKE ROLLER GATES SECTION 2 DETAILS
INTAKE ROLLER GATES SECTION 2
INTAKE ROLLER GATES SECTION 1 DETAILS
INTAKE ROLLER GATES SECTION 1
INTAKE ROLLER GATES ASSEMBLY
DDP-00-0026-18
DDP-00-0026-17
DDP-00-0026-16
DDP-00-0026-15
DDP-00-0026-14
DDP-00-0026-13
DDP-00-0026-12
DDP-00-0026-11
DDP-00-0026-10
DDP-00-0026-9
DDP-00-0026-8
DDP-00-0026-7
DDP-00-0026-6
DDP-00-0026-5/2
DDP-00-0026-5/1
DDP-00-0026-5
DDP-00-0026-4/1
DDP-00-0026-4
DDP-00-0026-3/1
DDP-00-0026-3
DDP-00-0026-2/1
DDP-00-0026-2
DDP-00-0026-1
DDP-69-43-78
DDP-69-43-77
DDP-69-43-76
DDP-69-43-75
DDP-69-43-74
DDP-69-43-73
DDP-69-43-72
DDP-69-43-71
DDP-69-43-56D
DDP-69-43-56C
DDP-69-43-56B
DDP-69-43-56A
DDP-69-43-55
DDP-69-43-53
DDP-69-43-51
DDP-69-43-50
DDP-69-43-43
DDP-69-43-42
DDP-69-43-41
DDP-69-43-40
DDP-69-43-39
DDP-69-43-38
DDP-69-43-37
DDP-69-43-36
DDP-69-43-35
DDP-69-43-34
DDP-69-43-33
DDP-69-43-32
DDP-69-43-30
DDP-69-43-24
DDP-69-43-22
DDP-69-43-19
DDP-69-43-18
DDP-69-43-17
DDP-69-43-16
DDP-69-43-15
DDP-69-43-14
DDP-69-43-13
DDP-69-43-12
DDP-69-43-11
DDP-69-43-10
DDP-69-43-9
DDP-69-43-8
DDP-69-43-7
DDP-69-43-6
DDP-69-43-5
DDP-69-43-4
DDP-69-43-3
DDP-69-43-2
DDP-69-43-1
CAB DETAILS
CAB SECTION
CAB STRUCTURE ASSEMBLY
MAIN POWER FEED
PLATFORM DETAILS
STAIR DETAILS
STAIRS, WALKWAYS & LADDER ASSEMBLY
GANTRY BUMPER DETAILS
ELEMENTARY CONNECTION DIAGRAM
CIRCUIT BREAKER OUTLINE
MOTOR OUTLINE
SHAFT DATA
MAGNETEK BRAKE WITH HAND RELEASE
MOTOR OUTLINE
LIGHTING CIRCUITS
AC CONTROL CIRCUITS
ONE LINE DIAGRAM
DRUM GEAR ENCLOSURE
GATE GUIDE ASSEMBLY & DETAIL
DOWNSTREAM SILL DETAILS
UPSTREAM SILL DETAILS SH. 2
UPPSTREAM SILL DETAILS SH. 1
DOWNSTREAM GANTRY LEG DETAIL
UPSTREAM GANTRY LEG DETAIL
END TIE DETAIL
UPSTREAM GIRDER DETAIL
DOWNSTREAM GIRDER DETAIL
GANTRY STRUCTURE ASSEMBLY
FRAME SCANTLINGS FOR STRUCTURE ANALYSIS
HOIST DRUM GEAR & PINION
HOIST SLACK CABLE & ROPE TAKE UP
BIRD SEAL
MACHINERY HOUSE DECKING
MACHINERY FRAME WELDMENT
EQUALIZER BEAM DETAILS
DRIVE TRUCK WELDMENT
GANTRY DRIVE REDUCER DETAILS
GEAR CASE WELDMENT AND MACHINING
GANTRY DRIVE REDUCER DETAILS
IDLER TRUCK WELDMENT & DETAILS
MISC. GANTRY DRIVE DETAILS
WHEEL BEARING & AXLE ASSEMBLY
GANTRY DRIVE ASSEMBLY
CROWN BLOCK STRUCTURE
CROWN BLOCK ASSEMBLY
DRUM MACHINING DETAIL
DRUM WELDMENT DETAILS
BEARING BLOCK DETAILS
HOIST ARRANGEMENT
GENERAL ARRANGEMENT
DDP-69-43-240
DDP-69-43-224
DDP-69-43-223
DDP-69-43-222
DDP-69-43-194/1
DDP-69-43-192
DDP-69-43-190
DDP-69-43-170
DDP-69-43-166
DDP-69-43-165
DDP-69-43-164
DDP-69-43-163
DDP-69-43-162
DDP-69-43-161
DDP-69-43-160
DDP-69-43-158
DDP-69-43-157
DDP-69-43-153
DDP-69-43-152
DDP-69-43-151
DDP-69-43-150
DDP-69-43-149
DDP-69-43-135
DDP-69-43-134
DDP-69-43-133
DDP-69-43-132
DDP-69-43-131
DDP-69-43-130
DDP-69-43-129
DDP-69-43-128
DDP-69-43-127
DDP-69-43-108
DDP-69-43-107
DDP-69-43-97
DDP-69-43-96
DDP-69-43-95
DDP-69-43-94
DDP-69-43-93
DDP-69-43-88
DDP-69-43-87
DDP-69-43-84
DDP-69-43-79
INSTRUCTION PLAQUES
HOIST SLACK CABLES LS
MONORAIL BEAM ASSEMBLY FOR 2 TON SERVICE HOIST
FIELD ERECTION DWG.
WIRE RUNNING SCHEDULE
RESISTOR INTERCONNECTION
WIRE RUNNING SCHEDULE
LIFTING BEAM DETAILS (100T SERVICE CRANE)
FALL BLOCK DETAILS
FALL BLOCK HOUSING
FALL BLOCK ASSEMBLY
LIFTING BEAM DETAILS
LIFTING BEAM FRAME WELDMENT
LIFTING BEAM ASSEMBLY - INTAKE GATE
SHOP PAINTING
CRANE CAPACITY SIGN
GANTRY POSITION INDICATOR
RESISTOR INSTALLATION
HANDRAIL & LADDERS FOR EQUIPMENT HOUSE
EQUIPMENT HOUSE DETAILS SH. 3
EQUIPMENT HOUSE DETAILS SH. 2
EQUIPMENT HOUSE DETAILS SH. 1
MACHINERY HOUSE INSTALLATION
MACHINERY HOUSE WEST END SECTION
MACHINERY HOUSE ROOF PANEL DETAILS
MACHINERY HOUSE WALL PANEL DETAILS
MACHINERY HOUSE WALL PANEL DETAILS
MACHINERY HOUSE END SECTION DETAIL
MACHINERY HOUSE ASSEMBLY & DETAILS
LADDER DETAILS
PLATFORM, LADDER & HANDRAIL DETAILS
GATE ELEVATION INDICATION DETAILS
CAB ASSEMBLY
OPERATING NOTES
OPERATING NOTES
CONTROL NOMENCLATURE
WIRE RUNNING SCHEDULE SH 2
WIRE RUNNING SCHEDULE SH 1
POWER CONDUIT SIZE SCHEDULE
EQUIPMENT HOUSE ARRANGEMENT
ROTARY L.S. AND MOUNT DETAILS
CAB DETAILS
TRANSCO INDUSTRIES
W
N -1
-R -0
DRAWING PLOT SIZE: ANSI F
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IDENTIFICATION
SHEET
S C
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IP
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
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G-003 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:33 AM
DRAWING PLOT SIZE: ANSI F
C
A
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S O
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IC
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A T
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N N
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F
IL
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A M
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D W
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D B
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D A
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D B
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P L
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C A
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IDENTIFICATION
SHEET
S C
R
IP
T
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
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SHEET G-401SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:35 AM
REF.
NORTH
N
SEE NOTE 5
ROADWAY
NOTES:
SECURITY GATE
PROJECT MAIN
SEE NOTE 4
INTAKE DECK.
ACCESS ROAD TO POWERHOUSE
RIVER FLOW
POWERHOUSE
FLOW THROUGH
C 2017 GOOGLE
C O
N T
R A
C T
O R S
T A
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P S O
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P S O
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IN
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P O
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L A
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O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
S I F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
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L L
U N
D Y P .E
G
H D
C S
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A
G-401
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N D R
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-R -0
D D
P -1 .1
-0 /4
T H
E D
A L L E
S L
O C
K A
N D D
A M
OF EXISTING E-CRANE
DURING DEMOLITION
CRANE BLOCKED IN
100 TON HAMMERHEAD
ROOM
CONFERENCE
WESTRICK PARK
CRANE
100 TON HAMMERHEAD
S T
E V
E N R
M
IL
E S P
T
O N I
N T
A K
E G
A T
E
SEE NOTE 6
PARKING ON THE POWERHOUSE INTAKE DECK.
COORDINATE WITH GOVERNMENT ANY TEMPORARY
LOCATIONS TO BE COORDINATED WITH GOVERNMENT.
AND EMPLOYEE PARKING. THIS LOCATION AND OTHER
FOR CONTRACTOR OFFICES, MATERIAL STORAGE,
THIS LOCATION REPRESENTS ONE POSSIBLE LOCATION
OVER FU1, FU2, AND MU1
DEMOLITION LOCATION
EXISTING E-CRANE
TAKEOFF TOWERS ON POWERHOUSE INTAKE
115 KV AND 230 KV TRANSMISSION LINES
WASHINGTON
OREGON
BOXES, AND BREAK/MEETING ROOM.
STAGING OF CONSTRUCTION MATERIALS, TOOL AND JOB
6. THIS AREA RESERVED FOR SHORT TERM STORAGE AND
PERMITTED HERE.
THE GOVERNMENT. CONTRACTOR EMPLOYEE PARKING IS NOT
OF NEW CRANE. COORDINATE USE OF THIS WORK AREA WITH
5. WORK AREA AT EAST END OF POWERHOUSE IS FOR ERECTION
WITH THE GOVERNMENT.
CLOSURES ARE PERMITTED BUT MUST BE COORDINATED
ACCESS ROAD MUST REMAIN OPEN. TEMPORARY ROAD
4. ROADWAY ACROSS ENTIRE LENGTH OF POWERHOUSE AND THE
BEFORE WORK IS EXPECTED TO OCCUR.
OUTAGE FOR REQUIREMENTS ON MINIMUM TIME NOTIFICATION
01 10 10.00 25 -1.6 TRANSFORMER OUTAGE AND 1.7 MAIN UNIT
WITH OPERATIONS. SEE SPECIFICATIONS SECTIONS
NOTIFICATION TO THE GOVERNMENT AND CLOSE COORDINATION
3. TRANSFORMER AND MAIN UNIT OUTAGES REQUIRE ADVANCED
SYSTEM IS THE ENTIRE LENGTH OF THE POWERHOUSE.
2. WORK AREAS FOR NEW 4-WIRE OVERHEAD CONDUCTOR
1. SEE GENERAL NOTES ON SHEET G-901.
SEE NOTE 5 AND SHEET G-402
GANTRY CRANE.
FOR ERECTION OF NEW INTAKE GATE
AT EAST END OF POWERHOUSE INTAKE
UNIT 21, UNIT 22 AND CRANE RAIL EXTENSION
E-CRANE
EXISTING
CONTRACTOR STAGING AND WORK AREA
GENERAL PLAN
NOT TO SCALE
LIST OF ABBREVIATIONS
BAY
ASSEMBLY FISH TURBINE BAY
BAY 10
SERVICE BAY
STATION
REF
NORTH
N
BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8 BAY 9
BAY 11 BAY 12 BAY 13 BAY 14 BAY 15 BAY 16 BAY 17 BAY 18 BAY 19 BAY 20 BAY 21 BAY 22
T8 T9 T10 T11
99'-0"
M A
T C
H L
IN
E
M A
T C
H L
IN
E
NOTES:
POWERHOUSE INTAKE DECK
ROADWAY ACCESS TO
T7T6
T5T4T3T2T1
GATE REPAIR PIT
GATE SLOTS
FISH UNIT INTAKE
SEE NOTE 4
GATE SLOTS, TYP
MAIN UNIT INTAKE
REFERENCE DRAWINGS
DRAWING NUMBER TITLE
CONDUCTOR SYSTEM
FOR NEW 4-WIRE
DEAD END STRUCTURE
PROVIDE NEW WEST
P O
W E
R H
O U
S E K
E Y P
L A
N
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O N
P O
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S I F
/1
/1
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X .d g n
G
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C M
G T
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G
H D
C S
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N T
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K A
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A S
C O
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R A
C T
O R S
T A
G
IN
G
OFFICE BLDG.
STAIRS
STAIRS
DECK HOUSE
HATCH
ELEVATOR MACHINERY
STAIRS
STAIRS
ELEVATOR
96'-2"
S T
O P F
A C
E
C R
A N
E E
N D
112'-2"
END STOPS
EXISTING CRANE RAIL
SEE REF DWG DDP-1.2-6-1A8/2
AT MAIN UNIT BAY 10
EXISTING FEEDER CONNECTION
FISH UNIT XFMR VAULT
TYP 7 PLCS
XFMR VAULT
MAIN UNITS 1-14
SEE REF DWG DDP-2-1/3
(CRANE RAIL EXTENSION)
EAST END OF POWERHOUSE INTAKE DECK
D D
P -1 .1
-0 /5
SEE NOTE 7
CLARITY ON THIS DRAWING.
INTAKE GATE SLOTS. OMITTED FOR
HANDRAILS ARE PRESENT AT ALL
END STOP
EXISTING CRANE RAIL
SEE S-SHEETS
NEW CRANE RAILS
SEE S-SHEETS
NEW CRANE RAILS
F L
O W
F L
O W
WHILE NEW CRANE IS BEING ERECTED
MAINTAIN PRIMARY POWER TO THIS POINT
MAXIMUMMAX
MODIFIED BITUMENMB
LOW POINTLP
HIGH POINTHP
HORIZONTALHORIZ
100 TON HAMMERHEAD CRANEHH
INFORMATIONINFO
FISH TURBINE BAYFTB
FEETFT
EXPOSEDEXP
EQUALEQ
EMERGENCY GANTRY CRANEE-CRANE
EXISTING(E)
DRAWINGDWG
DOWNSTREAMD/S
DIMENSIONDIM
CONDUCTORCOND
CONCRETECONC
CENTERLINECL
CENTER-TO-CENTERC/C
CONTRACTION JOINTCJ
BOTTOM OFBO
BETWEENBTWN
ASSEMBLY BAYAB
(TYPICAL)
86'-0"
SEE NOTE 8
CRANE RAIL
SEE NOTE 8
CRANE RAIL
REF
NORTH
N
98'-6"
EAST INTAKE SLOT
OVER UNIT 22
C.L. HH CRANE
87'-6"
TAILRACE CRANE RAIL
TRANSFORMERXFMR
WOODWD
WITHW/
VERIFY IN FIELDVIF
UNO UNLESS NOTED OTHERWISE
VERTICALVERT
UPSTREAMU/S
TYPICALTYP
TOP OF RAILTOR
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF CONCRETETOC
STATION SERVICE BAYSSB
STAINLESS STEELSST
SIMILARSIM
REFERENCEREF
PLACESPLCS
CONTROLLER
PROGRAMMABLE LOGIC PLC
PRESSURE TREATEDPT
PENTHOUSEPH
OVER ALLOA
ON CENTEROC
NOT IN CONCRETENIC
MINIMUMMIN
DDP-2-1/3
DDP-1-4-4/14
DDP-1.5-4-4/28
DDP-1.5-4-4/27
DDP-1-5-0/3
DDP-1.2-6-2A1/6
DDP-1.2-6-1A8/2
S E
E N
O T
E
IN
T
A K
E D
E C
K D
E C
K T
A
IL
R A
UNO
SEE NOTE 4
UNITS FOR CLARITY
ONLY, OMITTED ON OTHER
SLOT DETAILS SHOWN HERE
SLUICEWAY AND BULKHEAD
CONDUCTOR SYSTEM
POLE FOR NEW 4-WIRE
PROVIDE NEW EAST DEAD END
SEE NOTE 6
51'-3" HH CRANE WIDTH
SEE NOTE 5
INTAKE DECK LENGTH. SEE SECTION 05 50 04.00 26.
FOR NEW 4-WIRE CONDUCTOR SYSTEM TYP ENTIRE
PROVIDE NEW INTERMEDIATE CONDUCTOR POLES
C.L.
C.L.
SEE NOTE 10
TYP 4 PLCS
AND OIL CONTAINMENT
MAIN UNITS 15-22 XFMR
05 50 04.00 26 FOR REQUIREMENTS.
CONDUCTOR POLES. SEE SPECIFICATION SECTION
COORDINATE WITH THE GOVERNMENT ON PLACEMENT OF NEW
EXISTING AND FUTURE FOOTPRINT OF THE OIL CONTAINMENT.
PLACE NEW INTERMEDIATE POLES EAST OR WEST OF THE
CONTAINMENT FOR TRANSFORMERS T8, T9, T10 AND T11.
10. THERE ARE FUTURE PLANS TO INCREASE THE OIL
APPROXIMATELY 2263' TOTAL LENGTH.
CONSISTS OF THE ENTIRE INTAKE CRANE RAIL TRACK ONLY;
9. THE EXTENT OF RAIL REPLACEMENT IN THIS CONTRACT
SD101, S-102,S-401, S-402, S-403.
8. REMOVE / REPLACE ALL INTAKE CRANE RAILS. SEE SHEETS
REQUIREMENTS.
HATCH STORAGE LOCATIONS. SEE SPECIFICATIONS FOR
CONTRACTOR. COORDINATE WITH GOVERNMENT FOR
HANDRAILS AND HATCHES MUST BE PERFORMED BY THE
7. REMOVAL/REINSTALLATION OF INTAKE GATE SLOT
HH CRANE CENTERED ON UNIT 22 EAST INTAKE GATE SLOT.
BUMPER TO BUMPER WIDTH AND SHOWN IN LOCATION W/
6. DIMENSION SHOWN FOR HH CRANE WIDTH REPRESENTS
VERIFY ALL DIMENSIONS.
EXISTING CONDUCTOR POLE SPACING AND DETAILS. FIELD
5. SEE REFERENCE DRAWINGS LISTED ON THIS DRAWING FOR
ON BAYS 1 - 20.
4. BULKHEAD SLOTS AND SLUICEWAY HATCHES NOT SHOWN
WITH THE GOVERNMENT.
CLOSURES ARE PERMITTED BUT MUST BE COORDINATED
CONSTRUCTION AND DEMOLITION. TEMPORARY ROAD
3. ROADWAY MUST REMAIN OPEN AT ALL TIMES DURING
CONTRACTOR MUST COORDINATE WITH THE GOVERNMENT.
AND WORK AREA DURING CRANE CONSTRUCTION.
USED FOR ADDITIONAL SPACE FOR CONTRACTOR STAGING
2. INTAKE DECK SURFACE AREA OF BAYS 21 AND 22 MAY BE
1. SEE GENERAL NOTES ON SHEET G-901.
W
N -1
-R -0
SECTION 41 22 13.18 26, AND SECTION 41 22 13.19 26.
SECTION 05 50 04.00 26, SECTION 41 22 13.16 26, SECTION 41 22 13.17 26,
TESTING INCLUDES BUT NOT LIMITED TO SECTION 01 11 00.00 25,
SPECIFICATIONS FOR STAGING, WORK AREAS, CRANE ERECTION AND
AT UNIT BAY(S) APPROVED BY THE GOVERNMENT. SEE SPECIFICATIONS.
AND OPERATIONAL TESTING WITH INTAKE GATES WILL BE PERFORMED
OF NEW INTAKE GATE GANTRY CRANE. ADDITIONAL FUNCTIONAL
CONTRACTOR STAGING AND WORK AREA FOR ERECTION AND TESTING
CRANE RAIL EXTENSION PLAN AND SECTIONS
VAULT DETAILS
MAIN UNIT BAYS INTAKE DECK - TRANSFORMER
INTAKE DECK - EL. 185.0 SHEET 2
INTAKE DECK - EL. 185.0 SHEET 1
TRACK DETAILS
STRUCTURAL STEEL AND MISC. METAL RAIL AND
STANDARDS
INTAKE DECK - EL. 185.0 AND TROLLEY
INTAKE & TAILRACE GANTRY CRANE TROLLEYS
G-404
G-405
G-405
G-406
POWERHOUSE KEY PLAN
POWERHOUSE KEY PLAN (CONTINUED )
A
S-102
A
SD101
S-402
S-403
S-401
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-402SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:41 AM
CAB
ELECTRICAL
UPPER WALKWAY UPPER WALKWAY
C L
C L
C L
EAST TROLLEY WEST TROLLEY
SLOT
BULKHEAD
C L
C L
C L
C L
C L
OPERATOR CAB
HATCH
SLUICE WAY
SEE NOTE 4
TYP MAIN UNITS 1 - 14
TRANSFORMER VAULT
FLOW
RAIL & WHEEL
GANTRY CRANE
RAIL & WHEEL
GANTRY CRANE
GENERATOR
DIESEL
EL 236.37
BANK
LOAD
RESISTORS
BRAKING
CONTROL
PENDANT
ENCLOSURE
STORAGE
PENDANT
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
S I F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
IE
L L
U N
D Y P
L E
V A
T
IO
N
C O
V E
R A
G E D
IA
G R
A M
G-403
N T
R Y C
R A
N E A
N D R
A
IL
S
C O
L U
M B
IA
R
IV
E D
A L L E
S L
O C
K A
N D D
A M
OPERATOR CAB
9"
M
IN
(6
(30")
MAX
4'-3"
ELECTRICAL CAB
6'-3" MAX
1'-4"
TOWER BASE
230 KV TAKEOFF
4'-0" MAX SEE NOTE 5
SEE NOTE 3
(10") CONDUCTOR SPACING, TYP
CONDUCTORS AND POLES
NEW 4 WIRE OVERHEAD
CLEAR
3" MIN
IN
T
A K
E G
A T
E
D/S SILL BEAM)
AND PLUG (LOCATED UNDER
ACCESSORY POWER CORD
C L
LIFTING LUG
INTAKE GATE
NOM
12'-8"
MAX
13'-8"
4'-10"
3"
16'-6"
LIFTING LUG
INTAKE GATE
C L
(BTWN GUIDES)
SLOT
INTAKE GATE
3"
5'-1"
GUIDES
SLOT
WEST CRANE LEG
COLLECTORS ON D/S
4'-0"
AND DIESEL GENERATOR
SELECT BETWEEN SHORE POWER
MANUAL TRANSFER SWITCH TO
CONDUCTORS
NEW 4 WIRE OVERHEAD
TROLLEY ACCESS STAIRS
STAIRS
TROLLEY ACCESS
C L
C L
BUMPER
C
L STOP
BUMPER
S
E E N
O T
E
45'-0"
(UNDERHUNG MONORAIL)
DECK HATCH HOIST
SEE NOTE 8
25'-2" MIN
S T
E V
E N R
M
IL
E S P .E
G
H D
C S
W H
6"
PIN
TRUCK BOGIE
L
PIN
TRUCK BOGIE
C
M
IN
(1
27'-0" 27'-0"
12'-6"
1'-2" MAX
1'-9" MAX
M
IN
EL 185.0
LIFT
MIN
35'-3"
HANDRAILS U/S OF CRANE
TYP INTAKE DECK
MIN LIFT
146'-0"
END OF CRANE
TYP 2 PLCS WEST
BUMPER STOP
SEE G-406
END OF CRANE
TYP 2 PLCS EAST
CRANE BUMPER
LIGHTS (TYP 2 PLCS)
GREEN & RED TRAFFIC
TYP 4 PLCS
WARNING LIGHT
CRANE OPERATION AMBER
STRUCTURES ON THE INTAKE DECK.
RESPONSIBLE FOR VERIFYING CLEARANCES TO ALL
KEY PLAN AND GENERAL ARRANGEMENT. CONTRACTOR IS
OF THE CRANE ARE PRESENT. SEE G-402 FOR POWERHOUSE
CONTAINMENT BASIN AND OTHER STRUCTURES DOWNSTREAM
TRANSFORMER VAULTS, MAIN UNITS 15-22 TRANSFORMER OIL
4. MAIN UNITS 1-14 TRANSFORMER VAULT SHOWN. FISH UNIT
3. CONDUCTOR SPACING SHOWN IS CONCEPTUAL.
2. SEE SHEET G-701 FOR CRANE CAPACITIES.
SHEET G-901.
1. SEE NOTES ON SHEET G-404 AND GENERAL NOTES ON
HOIST-3
AND
INTAKE GATE
AND HOIST-2
INTAKE GATE
CRANE,
HOIST-1
AND
INTAKE GATE
SEE M-501
LIFTING BEAM
22'-8" OA
88'-4" MAX
D D
P -1 .1
-0 /6
CLARITY
OMITTED FOR
HANDRAILS
T
O N I
N T
A K
E G
A T
E
A B
SEE SPECS
TYP BOTH ENDS
TROLLEY STOPS NOT SHOWN
CENTERED ON BULKHEAD SLOT
(PHANTOM LINE) WITH INTAKE GATE
TROLLEY POSITION SHOWN
6'-7"
4'-3"
(2'-6")
(5'-2") SEE NOTE 5
A P
P R
O X
A P
P R
O X
92'-0" MAX.
10'-3" C/C
9'-0" C/C
TYP 3 PLCS
INTAKE GATE
TYP BOTH TROLLEYS
(UNDERHUNG MONORAIL)
MAINTENANCE HOIST
TYP 2 PLCS
(UNDERHUNG MONORAIL)
MAINTENANCE HOIST
12'-8"
WESTEAST
NOTES (CONT.):NOTES:
TO NEW POLE
EMBEDDED CONDUIT
CONDUIT FROM EXISTING
NEW 3/4" ELECTRICAL
SEE NOTE 9
LOWER WALKWAY
STAIRS ACCESS TO CRANE
NOTES (CONT.):
SEE NOTE 9
LOWER WALKWAY
STAIRS ACCESS TO CRANE
FOUR ON U/S & FOUR ON D/S
GANTRY DRIVE (TYP 8 PLCS)
FOUR ON U/S AND FOUR ON D/S
GANTRY DRIVE (TYP 8 PLCS)
WALKWAY
COLLECTOR ACCESS
WALKWAY
COLLECTOR ACCESS
SEE SHEET G-702
(OMITTED FOR CLARITY)
CROWD CONTROL
PROVIDE FENCING/
SNOW AND ICE BUILDUP ON THE DECK.
CLEARANCE IS REQUIRED FOR STAIRS TO TRAVEL OVER
PROVIDE 2' MINIMUM CLEARANCE TO THE DECK. THIS
9. PROVIDE HINGE THAT ALLOWS STAIRS TO ROTATE UP AND
SLUICEWAY, BULKHEAD, AND INTAKE GATE SLOT HATCHES.
THE CRANE. HOIST MUST BE CAPABLE OF ACCESSING
TRAVEL LIMITS SHOWN. LOCATE HOIST AT WEST END OF
8. DECK HATCH HOIST (UNDERHUNG MONORAIL) TROLLEY
W
N -1
-R -0
(34'-0")
7. NOT USED.
HAMMERHEAD CRANE BUMPERS.
BUMPER STOPS ON INTAKE GATE GANTRY CRANE TO MATCH
6. VERIFY BUMPER HEIGHT ON HAMMERHEAD CRANE. ALIGN
STRUCTURES AND EQUIPMENT MOUNTED ON HANDRAILS.
ACCESSING CRANE LOWER WALKWAY MUST CLEAR ALL FIXED
DOWNSTREAM FACE OF INTAKE DECK HANDRAILS. STAIRS
5. ELECTRICAL EQUIPMENT (NOT SHOWN) IS MOUNTED ON
CRANE TOR EL 185.04'
INTAKE GATE GANTRY
LOOKING EAST
WEST ELEVATION
LOOKING SOUTH (DOWNSTREAM )
NORTH ELEVATION
NOT TO SCALE
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-403SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:43 AM
FISH UNITS UNIT 1
CL
CL
CL CRANE RAIL
CL CRANE RAIL
PIT
GATE REPAIR
END TOWER
NEW DEAD
CL
4'-3"
END TOWER
NEW DEAD
HAMMERHEAD CRANE
EXISTING 100 TON
PIT
GATE REPAIR
EL 185.0
71'-6"
CONDUCTOR POLES
NEW INTERMEDIATE CL
CRANE
HAMMERHEAD
CL
RAIL & WHEEL
GANTRY CRANE
CL
RAIL & WHEEL
GANTRY CRANE
(63'-11") (28'-0")
(127'-6") (40'-0") (34'-11") (29'-0")
(6'-11")
SEE NOTE 3
REPAIR PIT
GATE
NOTES:
SEE NOTE 3
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 F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
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L L
U N
D Y P .E
G
H D
C S
E
E T
D E
C K C
L E
A R
A N
C E
G-404
N T
R Y C
R A
N E A
N D R
A
IL
S
C O
L U
M B
IA
R
IV
E R
D D
P -1 .1
-0 /7
T H
E D
A L L E
S L
O C
K A
N D D
A M
A P
P R
O X
4'-2"
CRANE
100 TON HAMMERHEAD
COLLECTOR ARM ON
NEW COLLECTORS AND
34'-0"
CRANE
HAMMERHEAD (HH)
EXISTING 100 TON
SEE NOTE 5
TRAVEL LIMIT SWITCHES
HH CRANE GANTRY
2'-6" APPROX
CONDUCTORS
NEW 4-WIRE OVERHEAD
EXISTING COLLECTOR ARM
APPROX. LOCATION OF
FISH UNIT TRANSFORMERS
(D/S RAIL ONLY)
END STOP
CL
GATE REPAIR PIT
WEST TROLLEY
GATE HANGING NOT SHOWN
EAST TROLLEY W/ INTAKE
(HOIST-1)
AND WEST TROLLEY
GATE REPAIR PIT
MIN.
7'-8"
REF.
NORTH
N
TYP SEE NOTE 3
MAIN UNITS 1-14 TRANSFORMER VAULT WALLS.
NEW INTERMEDIATE CONDUCTOR POLE ATOP
EL 185.04
TOR
FLOW
F L
O W
WALLS OMITTED FOR CLARITY
FISH UNIT TRANSFORMERS AND POWERHOUSE
SEE NOTE 6
SEE SHEET G-702
NOT SHOWN.
CONTROL SYSTEM
FENCING AND CROWD
W
N -1
-R -0
CRANE
GATE GANTRY
NEW INTAKE
POSITIONED AS SHOWN;
AND THE EXISTING HAMMERHEAD CRANE WHEN
A) CLEARANCES BETWEEN THE INTAKE GATE GANTRY CRANE
LIMITED TO:
DRAWING AND SHEET G-403. THIS INCLUDES BUT IS NOT
MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON THIS
4. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND THE
FOR DESIGN OF NEW CONDUCTOR POLES.
TO NEW 4-WIRE OVERHEAD CONDUCTORS. SEE SPECIFICATIONS
TROLLEY LINE AND CONDUCTOR POLES AND NOTES PERTAINING
SEE G-402 FOR LIST OF REFERENCE DRAWINGS OF EXISTING
3. EXISTING CONDUCTOR POLE SPACING SHOWN FOR REFERENCE.
CRANE.
DRAWINGS MUST BE VERIFIED AFTER INSTALLATION OF NEW
2. THE MINIMUM AND MAXIMUM DIMENSION SPECIFIED ON THE
1. SEE GENERAL NOTES ON SHEET G-901 AND NOTES ON G-402.
GATE TO ACCESS GATE REPAIR PIT. SEE G-703.
6. UPSTREAM GATE GUIDE SHOE AND ARM ROTATED FOR INTAKE
EXISTING LIMIT SWITCHES.
HARDWARE ON NEW CONDUCTOR POLES TO MATE WITH
(FIELD VERIFY). PROVIDE NEW STRIKE PLATES AND MOUNTING
HH CRANE ARE LOCATED ON DIFFERENT ELEVATIONS
POWERHOUSE. THE EAST AND WEST LIMIT SWITCHES ON THE
CONDUCTOR POLES AT THE EAST AND WEST ENDS OF THE
CRANE USE STRIKE PLATES MOUNTED ON INTERMEDIATE
5. GANTRY TRAVEL LIMIT SWITCHES ON D/S LEGS OF HH
ANY EXISTING STRUCTURES OR EQUIPMENT.
GANTRY CRANE RAILS WITHOUT INTERFERENCE WITH
THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE
CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE
DESIGN OF THE NEW INTAKE GATE GANTRY CRANE. IT IS THE
ALL MEASURED CLEARANCES MUST BE CONSIDERED IN THE
TRANSFORMER VAULTS AND OIL CONTAINMENT WALLS;
C) CLEARANCES FROM CRANE AND RAIL TO TRANSFORMERS,
LENGTH OF THE INTAKE DECK;
AND THE EXISTING FIXED STRUCTURES ALONG THE ENTIRE
B) CLEARANCES BETWEEN THE INTAKE GATE GANTRY CRANE
4. (CONT.)
T
O N I
N T
A K
E G
A T
E
DETAIL - PARTIAL PLAN
SCALE: 1/16" = 1'-0"
A
SECTION
SCALE: 1/8" = 1'-0"
B
SECTION
SCALE: 1/8" = 1'-0"
A
B
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-404SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:46 AM
G-402
UNIT 9STATION SERVICE BAYUNIT 8 UNIT 18 UNIT 19 UNIT 20
SEE NOTE 2
(31'-0") (31'-0") (31'-0") (34'-4")
SEE NOTE 2
CL CRANE RAIL
CL CRANE RAIL
CL CRANE RAIL
CL CRANE RAIL
(5
(5
WALL
POLE ATOP TRANSFORMER VAULT
NEW INTERMEDIATE CONDUCTOR
SEE NOTE 2SEE NOTE 2
CL CRANE RAIL
(5
SEE NOTE 2
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 F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
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L L
U N
D Y P .E
G
H D
C S
E
E T
D E
C K C
L E
A R
A N
C E
G-405
N T
R Y C
R A
N E A
N D R
A
IL
S
T
O N I
N T
A K
E G
A T
E C
O L
U M
B
IA
R
IV
E R
D D
P -1 .1
-0 /8
T H
E D
A L L E
S L
O C
K A
N D D
A M
T10
34'-6"7'-6"35'-0" 43'-6"
FLAG POLE
2'-6"
3'-1 5/16 "
6'-7"
C L
(BTWN GUIDES)
SLOT
INTAKE GATE
34'-0"
C L
SLOT
BULKHEAD
C L
HATCH
SLUICE WAY
BASES
OFF TOWER
230 KV TAKE-
A P
P R
O X
34'-0"
C L
HATCH
SLUICE WAY
4'-1"
STATION SERVICE BAY (SSB)
OFFICE BUILDING AT
C L
C L
C L
C L
REF.
NORTH
N
RAIL AND WHEEL
GANTRY CRANE
RAIL AND WHEEL
GANTRY CRANE
RAIL AND WHEEL
GANTRY CRANE
RAIL AND WHEEL
GANTRY CRANE
SLOTS, TYP
INTAKE GATE
F L
O W
F L
O W
FLOW
FLOW
SECTION 05 50 04.00 26, AND SECTION 41 22 13.18 26.
SECTION 03 60 00.01 26, SECTION 05 50 03.00 26,
INCLUDES BUT NOT LIMITED TO SECTION 01 11 00.00 25,
FOR DESIGN OF NEW CONDUCTOR POLES. SPECIFICATIONS
TO NEW 4-WIRE OVERHEAD CONDUCTORS. SEE SPECIFICATIONS
TROLLEY LINE AND CONDUCTOR POLES AND NOTES PERTAINING
SEE G-402 FOR LIST OF REFERENCE DRAWINGS OF EXISTING
2. EXISTING CONDUCTOR POLE SPACING SHOWN FOR REFERENCE.
AND G-404.
1. SEE GENERAL NOTES ON SHEET G-901 AND NOTES ON G-402
SEE SHEET G-702
CONTROL SYSTEM NOT SHOWN.
FENCING AND CROWD
W
N -1
-R -0
OIL CONTAINMENT CURB
TRANSFORMER T10
TOWER BASES, TYP
230 KV TAKE OFF
CONDUCTOR POLES, TYP
NEW INTERMEDIATE
OFFICE BUILDING, TYP
CONDUCTOR POLES ATOP
NEW INTERMEDIATE
& RAILINGS NOT PRESENT AT SSB
INTAKE GATE, BULKHEAD SLOTS
6'-7"
GANTRY CRANE
NEW INTAKE GATE
GANTRY CRANE
NEW INTAKE GATE
B
SECTION
SCALE: 1/8" = 1'-0"
A
SECTION
SCALE: 1/8" = 1'-0"
A
B
DETAIL - PARTIAL PLAN AT UNIT 19
SCALE: 1/16" = 1'-0"
DETAIL - PARTIAL PLAN AT STATION SERVICE
SCALE: 1/16" = 1'-0"
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-405SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:49 AM
END POLE
NEW DEAD
CL CRANE RAIL
CL CRANE RAIL
SEE NOTE 2
UNIT 22
WEST TROLLEY
CLCL
NEW DEAD END POLE
EL 185.0
SEE SHEET G-402
ACCESS ROADWAY
POWERHOUSE INTAKE
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 F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
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L L
U N
D Y P .E
G
H D
C S
E
E T
D E
C K C
L E
A R
A N
C E
G-406
N T
R Y C
R A
N E A
N D R
A
IL
S
C O
L U
M B
IA
R
IV
E D
A L L E
S L
O C
K A
N D D
A M
NEW INTERMEDIATE POLE
BUMPER
EL 185.04 (TOR)
CONDUCTOR POLES
NEW INTERMEDIATE
EXISTING END STOP
CL
OVER INTAKE GATE SLOT
HAMMERHEAD CRANE CENTERED REF.
NORTH
N
INTAKE GATE SLOTS, TYP
TOP OF RAIL (TOR)
GANTRY CRANE
EL 185.04'
RAIL AND WHEEL
GANTRY CRANE
RAIL AND WHEEL
GANTRY CRANE
HAMMERHEAD CRANE
AND
U22 EAST INTAKE GATE SLOT
D D
P -1 .1
-0 /9
CRANE
HAMMERHEAD
MIN
25 3/4 "
T
O N I
N T
A K
E G
A T
E
FLOW
112'-2"
(CRANE RAIL EXTENSION)
INTAKE DECK
EAST END OF POWERHOUSE
EXISTING END STOP
EXISTING END STOP
UPSTREAM OF CRANE
INTAKE DECK HAND RAILS
(BEHIND) NOT SHOWN
HAMMERHEAD CRANE
(43'-0") (40'-8")
34'-0"
3'-5"
4'-1 11/16 " MAX
A P
P R
O X
EAST TROLLEY
F L
O W
RAILS OMITTED FOR CLARITY
EXISTING PARAPET WALL AND HAND
FOR CLARITY
AND END STOP OMITTED
EXISTING PARAPET WALL
FOR CLARITY
STOP AND HAND RAILS OMITTED
EXISTING PARAPET WALL, END
SEE SHEET G-702
OMITTED FOR CLARITY.
U/S SIDE OF CRANE
CONTROL SYSTEM ON
FENCING AND CROWD
SEE NOTE 3
SNOW PLOW SWEEPER
CRANE
HAMMERHEAD
W
N -1
-R -0
6'-7"
2'-1" MIN
SEE NOTE 3
THIS END ONLY
GANTRY CRANE (NOT SHOWN)
ROTATING BUMPER STOPS ON
SWEEPER MUST BE REMOVABLE.
IS CENTERED ON U22 EAST INTAKE GATE SLOT. SNOW PLOW
HAMMERHEAD CRANE BUMPERS WHEN HAMMERHEAD CRANE
INTAKE GATE GANTRY CRANE CLEAR OF THE INTAKE
3. PROVIDE MEANS TO ROTATE WEST END BUMPER STOPS ON NEW
FOR DESIGN OF NEW CONDUCTOR POLES.
TO NEW 4-WIRE OVERHEAD CONDUCTORS. SEE SPECIFICATIONS
TROLLEY LINE AND CONDUCTOR POLES AND NOTES PERTAINING
SEE G-402 FOR LIST OF REFERENCE DRAWINGS OF EXISTING
2. EXISTING CONDUCTOR POLE SPACING SHOWN FOR REFERENCE.
AND G-404.
1. SEE GENERAL NOTES ON SHEET G-901 AND NOTES ON G-402
CRANE ERECTION LOCATION
NEW INTAKE GATE GANTRY
GANTRY CRANE
DETAIL - PARTIAL PLAN
SCALE: 1/16" = 1'-0"
A
ELEVATION
SCALE: 1/8" = 1'-0"
B
RIGHT SIDE
SCALE: 1/8" = 1'-0"
A
G-406
B
G-406
G-406
DETAIL - SNOW PLOW SWEEPER
SCALE: 1/2" = 1'-0"
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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
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D A
T E
F
IL
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U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-406SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:51 AM
TRANSFORMER VAULT
C R
A N
E C
L E
A R
A N
C E T
O
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
R T
L A
N D
O R
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D R
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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 F
/1
/1
D D
P .1
G -4
X X
X .d g n
G
H D
C M
G T
D A
N
IE
L L
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D Y P .E
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C S
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H V
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A G
E E
Q U
IP
M E
N
G-407
N T
R Y C
R A
N E A
N D R
A
IL
S
C O
L U
M B
IA
R
IV
E R
D D
P -1 .1
-0 /1
T H
E D
A L L E
S L
O C
K A
N D D
A M
THROUGH UNITS 1-14
TYPICAL CROSS SECTION VIEW
COLLECTORS
CONDUCTORS AND
NEW 4-WIRE OVERHEAD
VERIFY
LOCATION. CONTRACTOR FIELD
EXISTING CONDUCTOR POLE
CL
RAIL
CL
RAIL
NOTE 2
5'-7
HIGH VOLTAGE LINE
TRANSFORMER
HIGH VOLTAGE BUSHING
TRANSFORMER
T
O N I
N T
A K
E G
A
2. MINIMUM CLEARANCE REQUIRED PER IEEE 1427.
1. SEE GENERAL NOTES ON SHEET G-901.
5'-3"
6'-7"
FLOW
TO NEW POLE
EMBEDDED CONDUIT
CONDUIT FROM EXISTING
NEW 3/4" ELECTRICAL
W
N -1
-R -0
LOOKING WEST
EAST ELEVATION
SCALE: 1/4" = 1'-0"
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-407SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:54 AM
CL
34'-0"
CL
GANTRY CRANE RAIL
CRANE LEGS AND
EL 185.0'
REF
NORTH
N
SOUTH NORTH
CONDUCTORS AND POLE
4 WIRE OVERHEAD
WEST TROLLEY
CAPACITIES
BANK
LOAD
ON D/S LEG
TO BE MOUNTED ON PLATFORM
4-WIRE CRANE COLLECTORS
GENERATOR
DIESEL
EASTWEST
TROLLEY ACCESS STAIRS
WEST TROLLEY
EAST TROLLEY
CAB
OPERATOR
TROLLEY ACCESS STAIRS
CRANE ACCESS STAIRS
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 F
/1
/1
D D
P .1
G -7
X X
X .d g n
G
H D
C M
G T
D A
N
IE
L L
U N
D Y P .E
G
H D
C S
U
T H E
L E
V A
T
IO
N
C R
A N
E A
R R
A N
G E
M E
N
G-701
N T
R Y C
R A
N E A
N D R
A
IL
S
T
O N I
N T
A K
E G
A T
E C
O L
U M
B
IA
R
IV
E D
A L L E
S L
O C
K A
N D D
A M
CAB
ELECTRICAL
TROLLEY ACCESS STAIRS
8 PLCS
ASSEMBLY TYP
GANTRY DRIVE
(U/S SIDE OF CRANE)
AND DIESEL GENERATOR
SELECT BETWEEN SHORE POWER
MANUAL TRANSFER SWITCH TO
CL
2. TROLLEY MACHINERY HOUSE NOT SHOWN.
1. SEE GENERAL NOTES ON SHEET G-901.
50-60 RATED TRAVEL SPEED, FEET PER MINUTE
25'-2" MIN. TROLLEY TRAVEL
180.0 LOWER LIMIT OF TRAVEL NOT HIGHER THAN ELEVATION, FEET
215.25 UPPER LIMIT OF TRAVEL, FEET
HOOK TRAVEL
30-40 RATED HOISTING SPEED, FEET PER MINUTE
7.5 RATED CAPACITY, TONS
DECK HATCH HOIST (UNDERHUNG MONORAIL TYPE):
50-60 RATED TRAVEL SPEED, FEET PER MINUTE
185.0 LOWER LIMIT OF TRAVEL NOT HIGHER THAN ELEVATION, FEET
UPPER LIMIT OF TRAVEL AS DEFINED IN SPECS.
HOOK TRAVEL
30-40 RATED HOISTING SPEED, FEET PER MINUTE
2 RATED CAPACITY, TONS
(UNDERHUNG MONORAIL TYPE, QUANTITY OF 2):
MAINTENANCE HOIST
89 LOWER LIMIT OF TRAVEL NOT HIGHER THAN ELEVATION, FEET
240 UPPER LIMIT OF TRAVEL NOT LOWER THAN ELEVATION, FEET
HOOK TRAVEL
19-21 RATED HOISTING SPEED (RATED LOAD), FEET PER MINUTE
500 RATED CAPACITY OF EACH, LBS
LATCHING HOIST (QUANTITY OF 3):
GUIDE BAR
INTAKE GATE SLOT
WITH GATE SLOT GUIDE BAR
WITH LIFTING BEAM ALIGNED
EAST TROLLEY POSITION SHOWN
CL
GANTRY CRANE RAIL
CRANE LEGS AND
CENTERED ON BULKHEAD SLOT
(PHANTOM LINE) WITH LIFTING BEAM
WEST TROLLEY POSITION SHOWN
PENDANT CONTROL
CRANE OPERATOR
CLASS II
18-20 RATED TRAVEL SPEED, FEET PER MINUTE
12'-8" NOM. / 13'-8" MAX. TRAVEL, FEET
70 RATED CAPACITY, TRAVELING, TONS
160 RATED CAPACITY, STATIONARY OVER SLOTS, TONS
TROLLEY
90.37 LOWER LIMIT OF TRAVEL NOT HIGHER THAN ELEVATION, FEET
236.37 UPPER LIMIT OF TRAVEL NOT LOWER THAN ELEVATION, FEET
PIN ON LOWER LOAD BLOCK)
LOAD BLOCK PIN TRAVEL (MEASURED FROM CENTERLINE OF
18 @ NO LOAD TO 75 TONS RATED HOISTING SPEED, FEET PER MINUTE
9 @ 160 TONS RATED HOISTING SPEED, FEET PER MINUTE
160 RATED CAPACITY, TONS (MAX BREAKAWAY LOAD)
MAIN HOIST (HOIST-1):
WEST TROLLEY
18-20 RATED TRAVEL SPEED, FEET PER MINUTE
12'-8" NOM. / 13'-8" MAX. TRAVEL, FEET
140 (2 X 70) RATED CAPACITY, TRAVELING, TONS
320 RATED CAPACITY, STATIONARY OVER SLOTS, TONS
TROLLEY
90.37 LOWER LIMIT OF TRAVEL NOT HIGHER THAN ELEVATION, FEET
236.37 UPPER LIMIT OF TRAVEL NOT LOWER THAN ELEVATION, FEET
PIN ON LOWER LOAD BLOCK)
LOAD BLOCK PIN TRAVEL (MEASURED FROM CENTERLINE OF
18 @ NO LOAD TO 75 TONS RATED HOISTING SPEED, FEET PER MINUTE
9 @ 160 TONS RATED HOISTING SPEED, FEET PER MINUTE
160 RATED CAPACITY OF EACH, TONS (MAX DOWNPULL)
MAIN HOISTS (HOIST-2 AND HOIST 3):
EAST TROLLEY
240-260 RATED TRAVEL SPEED, FEET PER MINUTE
2200 TRAVEL, FEET (APPROX.)
205 RATED CAPACITY, TRAVELING, TONS
480 RATED CAPACITY, STATIONARY OVER SLOTS, TONS
GANTRY
M A
X
NOT SHOWN, TYP
& MAINTENANCE HOIST
TROLLEY MACHINERY HOUSE
92'-0" MAX
TYP 2 PLCS
BUMPER
TYP 2 PLCS
BUMPER STOP
LIGHTS (TYP 2 PLCS)
GREEN & RED TRAFFIC
WARNING LIGHT, TYP 4 PLCS
CRANE OPERATION AMBER
D D
P -1 .1
-0 /1
HOUSING NOT SHOWN
EAST TROLLEY MACHINERY
HOUSING NOT SHOWN
WEST TROLLEY MACHINERY
3"
CL
BULKHEAD SLOT
F L
O W
FLOW
RESISTORS
BRAKING
WEST END OF CRANE
(UNDERHUNG MONORAIL TYPE)
DECK HATCH HOIST
(U/S SIDE)
ENCLOSURE
RIGGER
(D/S SIDE)
ACCESSORY POWER CORD AND PLUG
(D/S SIDE)
ACCESSORY POWER CORD
MANUAL TRANSFER FOR
OMITTED FOR CLARITY
HANDRAILS AROUND INTAKE SLOTS
STAIRS
ACCESS
CRANE
OPERATOR CHAIR
HOIST-2, &
CRANE,
EAST TROLLEY
(FOUR SIDES OF CRANE)
UPPER WALKWAY
TYP 16 PLCS
SNOW PLOW SWEEPER
TYP 16 PLCS
SNOW PLOW SWEEPER
COLLECTOR ACCESS WALKWAY
SEE SHEET G-702
OMITTED FOR CLARITY
SYSTEM ON U/S SIDE OF CRANE
FENCING AND CROWD CONTROL
W
N -1
-R -0
LOOKING NORTH (UPSTREAM)
SOUTH ELEVATION - CRANE ARRANGEMENT
SCALE: 1/8" = 1'-0"
PLAN - CRANE ARRANGEMENT
SCALE: 1/8" = 1'-0"
LOOKING WEST
EAST ELEVATION - CRANE ARRANGEMENT
SCALE: 1/8" = 1'-0"
A
G-702
B
G-703
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
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 A
T E
F
IL
E N
U M
B E
R
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/6 /2
BORDER VERSION UPDATE [09-2012]
n w d \n w p \e td 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
SHEET G-701SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 12/6/2018 11:42:56 AM
LOOKING UPSTREAM FROM INTERIOR OF CRANE
STAIRS
TROLLEY ACCESS
CAB
ELECTRICAL
LOAD BANK
ASSEMBLY
GANTRY DRIVE
G-701
GENERATOR
DIESEL
GENERATOR
DIESEL
OPERATOR CAB
OPERATOR CAB
EL 185.0
TROLLEY ACCESS STAIRS
EL 185.0
TROLLEY ACCESS STAIRS FROM EL 185.0
CRANE ACCESS STAIRS
C L
C L
C L
C L
PIN
TRUCK BOGIE
PIN
TRUCK BOGIE
WEST EAST
ENCLOSURE
PENDANT
27'-0"
SEE S-101
OPERATOR CAB
OF CAB
WINDOW ON BACKSIDE
C L
OPERATOR CAB
TROLLEY ACCESS STAIRS
DIESEL GENERATOR
ELECTRICAL CAB
LOAD BANK
WALKWAY
LOWER CRANE
LOWER CRANE WALKWAY
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 F
D D
P .1
G -7
X X
X .d g n
G
H D
C M
G T
D A
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L L
U N
D Y P .E
G
H D
C S
R
T H
IN
T E
R
IO
R
E L E
V A
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N
C R
A N
E A
R R
A N
G E
M E
N
G-702
N T
R Y C
R A
N E A
N D R
A
IL
S
T
O N I
N T
A K
E G
A T
E C
O L
U M
B
IA
R
IV
E D
A L L E
S L
O C
K A
N D D
A M
ENCLOSURES
RESISTOR
BRAKING
ENCLOSURES
RESISTOR
BRAKING
ENCLOSURES
RESISTOR
BRAKING
78'-8"
BUMPERBUMPER STOP
CIRCUIT
DEDICATED
480V PLUG W/
M
IN
ASSEMBLY
GANTRY DRIVE
CLASS II OPERATOR
PENDANT CONTROL FOR
PENDANT ENCLOSURE
CLASS II OPERATOR
PENDANT CONTROL FOR
REF
NORTH
N
RAIL AND WHEEL
GANTRY CRANE
88'-1" MAX
AND BOGIE PIN
CRANE LEG
AND BOGIE PIN
CRANE LEG
DIESEL GENERATOR
BANK
LOAD
2'-6" MAX.
D D
P -1 .1
-0 /1
WINDOW
SLIDING
RIGGER ENCLOSURE
ENCLOSURE
RIGGER
BUMPER
F L
O W
FLOW
SNOW PLOW SWEEPER
HANDRAILS.
ALL FIXED STRUCTURES AND EQUIPMENT MOUNTED ON
FENCING AND CROWD CONTROL SYSTEM MUST CLEAR
DOWNSTREAM FACE OF INTAKE DECK HANDRAILS.
3. ELECTRICAL EQUIPMENT (NOT SHOWN) IS MOUNTED ON
REQUIREMENTS.
SEE SPECIFICATION SECTION 41 22 13.17 26 FOR
CLOSING ADJUSTABLE SWING TYPE GATE AS SHOWN.
(EXCEPT FOR MAINTENANCE ONLY). PROVIDE SELF
UPSTREAM INTAKE DECK HANDRAILS AND CRANE
PREVENT PERSONNEL ACCESS TO SPACE BETWEEN
2. PROVIDE FENCING AND CROWD CONTROL SYSTEM TO
1. SEE GENERAL NOTES ON SHEET G-901.
SWEEPER, TYP
SNOW PLOW
W
N -1
-R -0
C L
RAIL AND WHEEL
GANTRY CRANE
4'-0" MAX
3"TYP
SEE NOTE 3
LOWER WALKWAY
OF CRANE HUNG FROM
LOCATED AT WEST END
CONTROL FENCING TO BE
THIS SECTION OF CROWD
OF CRANE
HANDRAILS U/S
TYP INTAKE DECK
SEE NOTE 2
AT WEST END OF CRANE
SYSTEM BENEATH LOWER WALKWAY
FENCE AND CROWD CONTROL
SEE NOTE 2
CONTROL SYSTEM
FENCING AND CROWD
SEE NOTE 2
SWING GATE
ADJUSTABLE TYPE
SELF CLOSING
AND ENCLOSURE
PENDANT CONTROL
SIDE OF CRANE
TYP 4 PLCS ON UPSTREAM
GANTRY DRIVE ASSEMBLY
AND ENCLOSURE
PENDANT CONTROL
LOAD BANK
SEE NOTE 2
CONTROL SYSTEM
FENCING AND CROWD
FOR CLARITY
NOT SHOWN BEHING STAIRS
CROWD CONTROL FENCING
CRANE ACCESS STAIRS
SEE NOTE 2
CONTROL SYSTEM
FENCING AND CROWD
SEE NOTE 2
CONTROL SYSTEM
FENCING AND CROWD
3'-4"
SWING GATE SEE NOTE 2
SELF CLOSING ADJUSTABLE TYPE
SYSTEM SEE NOTE 2
FENCING AND CROWD CONTROL
SYSTEM SEE NOTE 2
FENCING AND CROWD CONTROL
6'-0"
/1
/1
SECTION
SCALE:…
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