CJD Intake and Tailrace Crane Plans 10-21-20.pdf

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Seattle District

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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

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PROJECT VICINITY MAP

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MT. VERNON

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SKAGIT BAY

POSSESION SOUND

PUGET SOUND

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CASE INLET

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SEMIAHMOO BAY

BOUNDARY BAY

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MONTANA

BELLINGHAM

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SEATTLE

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WALLA WALLA

PULLMAN

LEWISTON

SPOKANE

COLVILLE

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BRIDGEPORT

MCNARY DAM

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DWORSHAK DAM

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PACIFIC

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DAM

LIBBY

MUD MOUNTAIN DAM

PROJECT LOCATION MAP

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NEW INTAKE & TAILRACE GANTRY CRANES

CHIEF JOSEPH DAM, COLUMBIA RIVER

BRIDGEPORT, WASHINGTON

WAREHOUSE

WESTERN

CONTROL POINT

ACCESS

BUILDING

COMMONS

OFFICE

CONSTRUCTION

WAREHOUSE

FLOW

COLUMBIA RIVER

CHIEF JOSEPH DAM

COLUMBIA RIVER

FLOW

TAILRACE

INTAKE

ROAD

HILL

PEARL

WA-17

HIGHWAY

STATE

POINT

CONTROL

ACCESS

ACCESS CONTROL POINT

PROJECT OFFICE

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FY21 PN464630 (INTAKE) AND PN464631 (TAILRACE)

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AIR CIRCUIT BREAKER

DISCONNECT SWITCH

POWER TRANSFORMER (ONE LINE DIAGRAM)

CONTACTS (NORMALLY CLOSED)

CONTACTS (NORMALLY OPEN)

EQUIPMENT ENCLOSURE

GRAPHIC SYMBOLS LEGEND

B

WIRE CONNECTED

WIRE CROSSING (NOT CONNECTED)

BRAKE

VFD VARIABLE FREQUENCY DRIVE

HP

MOTOR

ABBREVIATIONS

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VARIABLE FREQUENCY DRIVEVFD

VOLTS DIRECT CURRENTVDC

VOLTS ALTERNATING CURRENTVAC

TYPICALTYP

NOT TO SCALENTS

HORSE POWERHP

CONSTRUCTION JOINTCJ

CENTER LINE

BRAKEB

SECTION SYMBOLS

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IDENTIFICATION NUMBER

SECTION OR DETAIL

SECTION OR DETAIL IS DRAWN

SHEET IDENTIFICATION ON WHICH

IDENTIFICATION NUMBER

SECTION OR DETAIL

SECTION OR DETAIL IS DRAWN

SHEET IDENTIFICATION ON WHICH

DYNAMIC BRAKING RESISTOR

LINE REACTOR

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C J P -9 -0 /2

CONTRACT DRAWINGS

TITLE

NO.

SHEET

IDENTIFICATION

SHEET

DRAWING FILE NO.

CJP-9-3-1/1

CJP-9-3-1/2

CJP-9-3-1/4

CJP-9-3-1/5

M-101

M-201

M-401

M-402

G-001

G-002

CJP-9-0/1

CJP-9-0/2

M-403

PROJECT LOCATION AND VICINITY MAP

CJP-9-3-1/6

CJP-9-3-1/711

PROJECT SITE MAP AND CONTRACTOR STAGING AREAS

M-102

CJP-9-3-1/8

M-202

CJP-9-3-1/11

M-501

20 E-501 CJP-9-6-0A0/1

CJP-9-6-0A0/2E-502

GANTRY CRANE ELEVATIONS

CJP-9-6-0A0/3E-503

C J P -X .X

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CJP-9-0/3

CJP-9-0/4G-004

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CONTRACT DRAWING INDEX, GENERAL NOTES, ABBREVIATIONS, NOMENCLATURE, AND SYMBOLOGY

INTAKE DECK PLAN

GANTRY CRANE ISOMETRICS

MAIN HOIST MACHINERY

AUX HOIST MACHINERY

HAMMERHEAD HOIST MACHINERY

CONTRACT DRAWING INDEX

CRANE COVERAGE AND CLEARANCE DIAGRAMS

GANTRY DRIVE MACHINERY LAYOUTCJP-9-3-1/9

M-405

MAIN HOIST LIFTING BEAM DETAIL

M-503

CJP-9-3-1/13M-502

CJP-9-3-1/12

STATION SERVICE LIFTING BEAM DETAIL

INTAKE GATE HOIST LIFTING BEAM

14 CJP-9-3-1/10

M-406

PRIMARY OPERATORS CAB LAYOUTS

SECONDARY OPERATORS CAB LAYOUTS

CJP-9-3-1/3M-103

CJP-9-3-1/14

CRANE COVERAGE WITH BOAT AND BOAT CLEARANCE DIAGRAMS

CJP-9-6-0A0/5E-601 ONE-LINE DIAGRAM

MAIN AND AUXILIARY RADIO CONTROL DETAIL

HAMMERHEAD AND AUXILIARY RADIO CONTROL DETAIL

CRANE CAB OPERATOR STATION DETAIL MAIN AND AUXILIARY

CRANE CAB OPERATOR STATION DETAIL HAMMERHEAD AND AUXILIARY

E-401 CJP-9-6-0A0/0 OVERHEAD CONDUCTOR DISCONNECT

GENERAL - VOLUME 1

MECHANICAL - VOLUME 1

ELECTRICAL - VOLUME 1

M-101

M-201

M-401

M-402

M-501

HOIST MACHINERY LAYOUT

M-102

CJP-9-3-1/22

M-202

E-501

CJP-9-6-0A0/6

CJP-9-6-0A0/7

E-601 ONE-LINE DIAGRAM

E-502

GANTRY CRANE ELEVATIONS

CJP-9-6-0A0/8

TAILRACE DECK PLAN

CRANE COVERAGE & CLEARANCE DIAGRAM

GANTRY CRANE ISOMETRICS

GANTRY DRIVE MACHINERY LAYOUT

CJP-9-3-1/21M-403 OPERATORS CAB LAYOUT

CJP-9-6-0A0/9

E-401 CONDUCTOR BAR INSTALLATION DETAIL

LIFTING BEAM DETAILS

CRANE CAB OPERATOR STATION DETAIL

RADIO CONTROL DETAIL

E-901

CQ3.2 DETAILS INSTALL

MECHANICAL - VOLUME 2

ELECTRICAL - VOLUME 2

PROJECT SITE MAP AND CONTRACTOR STAGING AREASCJP-9-0/5G-004

GENERAL - VOLUME 2

GENERAL

CJP-9-3-1/15

CJP-9-3-1/16

CJP-9-3-1/17

CJP-9-3-1/18

CJP-9-3-1/19

CJP-9-3-1/20

CJP-9-6-0A0/1038

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REFERENCE DRAWING INDEX

NO.

ACTION

DRAWING FILE NO.

VENDOR

DRAWING FILE NO.

USACE

VENDOR TITLE

REFERENCE DRAWING INDEX

NO.

ACTION

DRAWING FILE NO. TITLE

(5)

(4)

(3)

(2)

(1)

DRAWING IS FOR REFERENCE ONLY

DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS

DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT COMPLETION OF THIS CONTRACT

DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT

DRAWING IS OBSELETE AT THE COMPLETION OF THIS CONTRACT

ACTION NUMBER DEFINITIONS

C J P -X .X

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NO.

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DRAWING FILE NO. TITLE

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CJP-1.5-0-0/1

CJP-1.5-0-0/2

CJP-1.5-3-1/1

CJP-1-3-1/2

CJP-1.5-3-1/2

CJP-1.5-3-1/3

CJP-1.5-3-2/2

CJP-1.5-3-2/3

CJP-1.5-3-2/4

CJP-1.5-3-2/11

CJP-1.5-3-2/19

CJP-1.5-3-2/21

CJP-1.5-3-2/22

CJP-1.15-3-2/28

CJP-1.15-3-2/29

CJP-1.15-3-2/32

CJP-1.15-3-2/38

CJP-1.4-3-2/51

CJP-1.4-3-2/53

CJP-1.4-3-2/54

CJP-1.4-3-2/55

CJP-1-3-4/3

CJP-1-3-4/7

CJP-1-3-4/14

CJP-1-3-4/15

CJP-1-3-4/16

CJP-1-3-4/17

CJP-1-3-4/18

CJP-1.5-4-2/3

CJP-1.5-4-2/4

CJP-1.5-4-2/7

CJP-1.5-4-2/8

CJP-1.15-4-2/14

CJP-1.5-4-2/15

CJP-1.5-4-2/16

CJP-1.5-4-3/3

CJP-1.5-4-3/10

CJP-1.5-5-0/3

CJP-1.10-5-0/6

CJP-1.10-5-0/7

CJP-1.5-5-0/8

CJP-1.10-5-0/8

CJP-1.10-5-0/9

CJP-1.10-5-0/10

CJP-1.21-5-2/2

CJP-1.5-5-2/6

CJP-1.5-5-2/7

CJP-1.5-5-2/8

CJP-1.5-5-2/9

CJP-1.5-5-2/10

CJP-1.5-5-2/12

CJP-1.4-5-4/1

CJP-1.4-5-4/2

CJP-1.4-5-4/3

CJP-1.4-5-4/4

CJP-1-5-4/8

CJP-1-5-4/9

CJP-1-5-4/10

CJP-1-5-4/11

CJP-1-5-4/12

CJP-1-5-4/13

CJP-1-5-4/14

CJP-1-5-4/15

CJP-1-5-4/16

CJP-1-5-4/17

CJP-1.5-6-2/4

CJP-1.5-6-2/6

S-001

S-002

S-003

S-004

S-005

RE76-0043-44

S-008

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S-006

GENERAL PLANS AND LAYOUT GENERAL PLAN

GENERAL PLANS AND LAYOUT TRANSVERSE SECTIONS

50 TON INTAKE GANTRY CRANE GENERAL ARRANGEMENT

POWERHOUSE MECHANICAL 50 TON INTAKE GANTRY CRANE

50 TON INTAKE GANTRY CRANE MAIN HOIST ASSEMBLY

50 TON INTAKE GANTRY CRANE AUXILIARY HOIST ASSEMBLY

INTAKE GATE HOIST EXISTING HOIST & GATE HANDLING PROCEDURE

INTAKE GATE HOIST CYLINDER AND GATE HANDLING PROCEDURE - MAIN UNIT

INTAKE GATE HOIST CYLINDER & GATE HANDLING PROCEDURE - STATION SERVICE

INTAKE GATE HOIST SPARE CYLINDER STORAGE

INTAKE GATE HOIST LIFTING BEAM

INTAKE GATE HOIST ARRANGEMENT - S.S. UNIT

INTAKE GATE HOIST SUPPORT BEAM - S.S. UNIT

TRASH RAKE ASSEMBLY

TRASH RAKE FRAME - SHT. 1

TRASH RAKE BED - SHEET 1

TRASH RAKE STORAGE - SHT. 1

INTAKE GATE HOIST LIFTING DEVICE & ASSEMBLY BEAM

INTAKE GATE HOIST CYLINDER AND GATE INSTALLATION

INTAKE GATE HOIST CYLINDER ASSEMBLY - MAIN UNIT

INTAKE GATE HOIST SUPPORT BEAM - MAIN UNIT

POWERHOUSE - INTAKE INTAKE GATE LIFTING BEAM

POWERHOUSE - INTAKE STATION SERVICE INTAKE GATE LIFTING BEAM

POWERHOUSE - INTAKE INTAKE GATE ASSEMBLY

POWERHOUSE - INTAKE INTAKE GATE ROLLER CHAIN AND TRACK

POWERHOUSE - INTAKE EMERGENCY INTAKE GATE ASSEMBLY

POWERHOUSE - INTAKE STA. SERVICE INTAKE GATE ASSEMBLY

POWERHOUSE - INTAKE STA. SERVICE INTAKE GATE ROLLER CHAIN AND TRACK

CONCRETE OUTLINE MONOS. 1 THRU 27 PLAN AT ELEV. 970.00

CONCRETE OUTLINE MONOS 1 THRU 27 SECTIONS AND DETAILS

CONCRETE OUTLINE MONO 1-27 OPERATING GATE AND TRASHRACK GUIDE BLOCKOUTS

CONCRETE OUTLINE MONO 1-27 EMERGENCY GATE BLOCKOUTS

MAIN UNIT INTAKE-GATE HOOK MODIFICATION

CONCRETE OUTLINE MONO S-2 EMERGENCY GATE AND TRASHRAKE BLOCKOUTS

CONCRETE OUTLINE MONO S-2 TRASHRACK BLOCKOUTS AND HOISE CYLINDER BASES

REINFORCEMENT MONOS. 1 THRU 27 SHEET 1

REINFORCEMENT MONOS. C-1 THRU C-11 SHEET 1

NEW MAIN UNIT INTAKE GATE TOP SECTION

NEW MAIN UNIT INTAKE GATE INTERMEDIATE SECTION

MISCELLANEOUS METAL GANTRY RAILS AND MISCELLANEOUS DETAILS

NEW MAIN UNIT INTAKE GATE BOTTOM SECTION

NEW MAIN UNIT INTAKE GATE HOIST LATCH

NEW MAIN UNIT INTAKE GATE ROLLER CHAIN AND TRACK

INTAKE BULKHEAD TOP SECTION

GATES AND TRASH RACKS MODIFIED MAIN UNIT INTAKE GATE ASSEMBLY

GATES AND TRASH RACKS MODIFIED MAIN UNIT INTAKE GATE TOP SECTION

GATES AND TRASH RACKS MODIFIED MAIN UNIT INTAKE GATE INTERMEDIATE SECTION

GATES AND TRASH RACKS MODIFIED MAIN UNIT INTAKE GATE BOTTOM SECTION

GATES AND TRASH RACKS MODIFIED MAIN UNIT INTAKE GATE GATE HOIST LATCH

GATES AND TRASH RACKS MODIFIED STATION SERVICE INTAKE GATE

GATES & BULKHEADS MODIFIED MAIN UNIT INTAKE GATE ASSEMBLY

GATES & BULKHEADS MODIFIED MAIN UNIT INTAKE GATE TOP SECTION

GATES & BULKHEADS MODIFIED MAIN UNIT INTAKE GATE INTERMEDIATE SECTION

GATES & BULKHEADS MODIFIED MAIN UNIT INTAKE GATE BOTTOM SECTION

POWERHOUSE - INTAKE INTAKE GATE TOP SECTION

POWERHOUSE - INTAKE INTAKE GATE INTERMEDIATE SECTION

POWERHOUSE - INTAKE INTAKE GATE BOTTOM SECTION

POWERHOUSE - INTAKE EMERGENCY INTAKE GATE TOP SECTION

POWERHOUSE - INTAKE EMERGENCY INTAKE GATE INTERMEDIATE SECTION

POWERHOUSE - INTAKE EMERGENCY INTAKE GATE BOTTOM SECTION

POWERHOUSE - INTAKE STATION SERVICE INTAKE GATE

POWERHOUSE - INTAKE STATION SERVICE EMERGENCY INTAKE GATE

INTAKE GATE - MAIN UNIT REVISED END GIRDER & ROLLER TRACK

INTAKE GATE - STATION SERVICE REVISED END GIRDER & ROLLER TRACK

ELECTRICAL MONOS B THRU C11 EL. 970

ELECTRICAL DETAILS & TROLLEY MODIFICATION

TRANSVERSE SECTION BAYS 21 THROUGH 27

INTAKE BULKHEAD ASSEMBLY

INTAKE BULKHEAD TOP SECTION

INTAKE BULKHEAD INTERMEDIATE SECTION

INTAKE BULKHEAD BOTTOM SECTION

INTAKE BULKHEAD MISCELLANEOUS DETAILS SHEET 1

INTAKE CRANE RAIL CLIP INSTALLATION

INTAKE BULKHEAD MISCELLANEOUS DETAILS SHEET 4

INTAKE BULKHEAD MISCELLANEOUS DETAILS SHEET 3

INTAKE BULKHEAD MISCELLANEOUS DETAILS SHEET 2

5036-3000

5036-3000-1

750???

I-MONO-1

I-MONO-27

LD4186A

SKR-52-??-?

520302

520264

520375

760614

761157

761205

761870

540910

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

TODD SHIPYARD CORP.

TODD SHIPYARD CORP.

G.T.E. METAL ERECTORS

KIEWIT-STANDARD

KIEWIT-STANDARD

GENERAL ARRANGEMENT - 50 TON INTAKE GANTRY CRANE

HAMMERHEAD BOOM MACH. & TROLLEY ARRANGEMENT - 50 TON INTAKE GANTRY CRANE

MAIN HOIST TROLLEY ARRANGEMENT - 50 TON INTAKE GANTRY CRANE

AUXILIARY HOIST TROLLEY ARRANGEMENT - 50 TON INTAKE GANTRY CRANE

GANTRY TRUCK ARRANGEMENT - 50 TON INTAKE GANTRY CRANE

POWERHOUSE INTAKE - INTAKE GATE LIFTING BEAM

MAIN INTAKE GATE LIFTING BEAM - MAIN STRUCTURE ASSEMBLY & DETAILS

INTAKE BULKHEAD E-PLANS

POOL RAISING STRUCTURAL MODIFICATIONS

INTAKE STRUCTURE MONO #1

INTAKE STRUCTURE MONO #27

I. MONO. 1 & 27 CRANE RAIL STOPS

LAMP AND TROLLEY POLE

ROLLING MILLS

NORTHWEST STEEL

ROLLING MILLS

NORTHWEST STEEL

FOUNDRY CO.

PACIFIC CAR AND

5 CJP-1.5-5-0/2

5 CJP-1.10-5-0/5 INTAKE GATES NEW MAIN UNIT INTAKE GATE ASSEMBLY

MISCELLANEOUS METAL FRAMES COVERS AND GRATINGS SHEET 2

MISCELLANEOUS METAL FRAMES COVERS AND GRATINGS SHEET 3

5 CJP-2-5-0/51 MISCELLANEOUS METAL PARAPET RAILING SHEET 1

5 9400 540028 ACME IRON WORKS ALUMINUM HANDRAILS

POWER CONDUCTOR DEAD-END ILLUSTRATIONSK-CJP-15

CJP-0-0-0/8

CJP-2.1-5-0/1 INTAKE STRUCTURAL STEEL TRANSMISSION TOWER (230KV)

520246

520373

1358-E2

HAMMERHEAD TROLLEY REEVING & ARRANGEMENT - 50 TON INTAKE GANTRY CRANEN/A

N/A

N/A

N/A

N/A

NO.

ACTION

DRAWING FILE NO.

VENDOR

DRAWING FILE NO.

USACE

VENDOR TITLE

NO.

ACTION

DRAWING FILE NO. TITLE

CJP-1.5-0-0/1

CJP-2.1-3-1/3

CJP-1-3-2/1

CJP-1-3-2/2

CJP-2-3-8/10

CJP-2-4-0/14

CJP-2-4-0/22

CJP-2-4-0/121

CJP-1.4-4-3/3

CJP-1.4-4-3/28

CJP-1.4-5-0/6

CJP-1-5-2/1

CJP-1-5-2/2

CJP-1-5-2/3

CJP-1.4-5-3/1

CJP-1.4-5-3/2

CJP-1.4-5-3/3

CJP-1.4-5-3/4

CJP-1.5-6-2/4

E-51-31-72 SHEET 21

GENERAL PLANS AND LAYOUT GENERAL PLAN

18-TON DRAFT TUBE GANTRY CRANE

POWERHOUSE - TAILRACE DRAFT TUBE STOPLOG MISCELLANEOUS DETAILS

POWERHOUSE - TAILRACE DRAFT TUBE STOPLOG LIFTING BEAM MAIN & STA. SERVICE

PLAN AT ELEEV. 810.00 MAIN UNIT BAYS NO. 1 THRU 10

SERVICE BAYS PLAN EL. 810.0

STATION SERVICE BAY TRANSVERSE SECTION UNIT NO. 1

GENERATOR BAYS 1 TO 19 INCL. TAILRACE DECK

GENERATOR BAYS CONCRTE OUTLINE TRANSVERSE SECTION BAYS 21 THRU 27

GENERATOR BAYS CONCRETE OUTLINE TAILRACE DECK EL. 810 BAYS 21 THRU 27

MISCELLANEOUS METALS RAIL DETAILS (BRIDGE CRANE & TAILRACE DECK)

POWERHOUSE - TAILRACE DRAFT TUBE STOP LOG STATION SERVICE

POWERHOUSE - TAILRACE DRAFT TUBE STOPLOG BOTTOM SECTION MAIN UNIT

POWERHOUSE - TAILRACE DRAFT TUBE STOPLOG TOP SECTION MAIN UNIT

GATES & BULKHEADS MODIFIED BOTTOM STOPLOG BAYS 1-27 M.U. DRAFT TUBE

GATES & BULKHEADS MODIFIED STOPLOG BAYS 1-27 M.U. DRAFT TUBE

GATES & BULKHEADS MODIFIED STOPLOG STATION SERVICE DRAFT TUBE

GATES & BULKHEADS MODIFIED BOTTOM STOPLOG BAYS 21-27 M.U. DRAFT TUBE

ELECTRICAL MONOS B THRU C11 EL. 970

WEST END POWERHOUSE PARKING AREA, SERVICE DECK AND POWERHOUSE ACCESS ROADS PLAN

GROVES-GRANITE

STAR IRON & STEEL CO.

STAR IRON & STEEL CO.

TAILRACE CRANE RAIL & SPLICE LAYOUT

GANTRY DRIVE ARRANGEMENT - 18 TON DRAFT TUBE GANTRY CRANES

GENERAL ARRANGEMENT - 18 TON DRAFT TUBE GANTRY CRANES

5 CJP-1.4-4-3/36 GENERATOR BAYS CONCRETE OUTLINE RETAINING WALL SHEET 1

5 CJP-1.4-5-0/3 MISCELLANEOUS METAL FRAMES, COVERS & GRATINGS

BI46-102

N/A

750940

530150

530158

VENDOR DRAWINGS - TAILRACE

GOVERNMENT DRAWINGS - TAILRACE

GOVERNMENT DRAWINGS - INTAKE

VENDOR DRAWINGS - INTAKE

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CHIEF JOSEPH PROJECT SITE MAP AND CONTRACTOR STAGING AREAS

G-004

P R

O J E

C T S

IT

E M

A P A

N D

C O

N T

R A

C T

O R S

T A

G

IN

G A

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S

SCALE: NTS

FLOW

COLUMBIA RIVER

C O

LU

M B

IA

R

IV

E R

F

LO

W

C J P -9 -0 /4

WAREHOUSE

WESTERN

BUILDING

COMMONS

OFFICE

CONSTRUCTION

WAREHOUSE

CHIEF JOSEPH DAM

DEMOLITION AREA

CRANE ERECTION/

DEMOLITION AREA

CRANE ERECTION/

OVERHEAD

500KV

OVERHEAD

230KV

C J P -X .X

X X

G -0

X X

X V .d g n

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A F F

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SEE NOTE 1.

AREA APPROX 1/2 ACRE.

CONTRACTOR STAGING

GOVERNMENT APPROVAL.

MAIN ACCESS GATE WIDTH UP TO 22' WIDE, REQUIRES 4.

TRANSMISSION LINE LOCATIONS ARE APPROXIMATE.3.

FROM OVERHEAD HIGH VOLTAGE CONDUCTORS.

MAINTAIN SAFE WORKING AND STRUCTURE CLEARANCES 2.

STAGING AREAS.

GOVERNMENT. THERE ARE NO UTILITIES AVAILABLE AT THE

SHARED WITH OTHER CONTRACTORS AND THE

CONTRACTOR STAGING AND OFFICE AREAS ARE TO BE 1.

NOTES:

GATE 21'-11" WIDE

GATE 24' WIDE

20' WIDE

ACCESS CONTROL POINT

GATE 26' WIDE

12' WIDE, SEE NOTE 4

CONTROL POINT

MAIN ACCESS

23'-10" WIDE

GATE

AREA APPROX 1 ACRE. SEE NOTE 1.

CONTRACTOR STAGING AND OFFICE

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N

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SCALE: N.T.S.

BAY 10

70'-0"

BAY 9

70'-0"

BAY 8

70'-0"

BAY 7

70'-0"

BAY 6

70'-0"

BAY 5

70'-0"

BAY 4

70'-0"

BAY 3

70'-0"

BAY 2

70'-0"

BAY 1

70'-0"

N

BAY 27

70'-0"

BAY 26

70'-0"

BAY 25

70'-0"

BAY 24

70'-0"

BAY 23

70'-0"

BAY 22

70'-0"

BAY 21

70'-0"

BAY 20

70'-0"

BAY 19

70'-0"

BAY 18

70'-0"

BAY 17

70'-0"

BAY 16

70'-0"

BAY 15

70'-0"

BAY 14

70'-0"

BAY 13

70'-0"

STATION SERVICE

73'-0"

ASSEMBLY BAY

73'-0"

BAY 12

70'-0"

BAY 11

70'-0"

4'-0"

4'-0"

C J P -9 -3 -1 /1

RAIL

(D/S/) GANTRY

DOWNSTREAM

GANTRY RAIL

UPSTREAM (U/S)

LOCATION, TYP.

TRASH RACK

TOWER

ELEVATOR

REPAIR PIT

SERVICE GATE

(EL. 970.0')

INTAKE DECK - PLAN

GATE SLOT,TYP.

SERVICE/EMERGENCY

STATION

SLOT,TYP.

BULKHEAD

STATION SERVICE

TYP.

GATE SLOT,

SERVICE/EMERGENCY

SLOT, TYP.

BULKHEAD GATE

GRATINGS TO BE HANDLED AND TRANSPORTED BY THE INTAKE GANTRY CRANE.

BULKHEAD SLOT COVER, STATION SERVICE EMERGENCY INTAKE SLOT COVER, THE INTAKE GATE SLOT COVER, AND INTAKE EMERGENCY GATE SLOT SEE GOVERNMENT REFERENCE DRAWING CJP-1.5-5-0/2 FOR DIMENSIONS OF THE SERVICE GATE REPAIR PIT COVER, STATION SERVICE INTAKE 5.

BETWEEN THE HIGHEST POINT ON THE CRANE AND THE OVERHEAD CONDUCTORS AS REQUIRED IN THE SPECIFICATIONS.

OVERHEAD 230KV AND 500KV CONDUCTORS LOCATED ABOVE BAYS 3, 7, 11, 15, 18, AND 22 ARE NOT SHOWN. MAINTAIN MINIMUM CLEARANCES 4.

FOR CRANE COVERAGE AND CLEARANCE DIAGRAM, SEE SHEET M-102.3.

ANY EXISTING STRUCTURES OR EQUIPMENT.

TO DESIGN A NEW CRANE THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE WITH ALL MEASURED CLEARANCES MUST BE CONSIDERED IN THE DESIGN OF THE NEW INTAKE GANTRY CRANE. IT IS THE CONTRACTOR'S RESPONSIBILITY

CLEARANCES BETWEEN THE INTAKE GANTRY CRANE AND THE EXISTING FIELD STRUCTURES ALONG THE ENTIRE LENGTH OF THE INTAKE DECK.B)

THE LENGTH OF THE INTAKE DECK.

CLEARANCES BETWEEN THE INTAKE GANTRY CRANE AND THE HIGH VOLTAGE POWER LINES ABOVE THE INTAKE DECK AND THOSE RUNNING A)

MAXIMUM DIMENSIONS SPECIFIED ON THESE DRAWINGS. THIS INCLUDES, BUT NOT LIMITED TO:

SITE DIMENSIONS AND FEATURES TAKEN FROM RECORD DRAWINGS. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND THE MINIMUM AND 2.

IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL GOVERN.1.

NOTES:

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X X

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RAIL

U/SCL

RAIL

D/SCL

F L

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C R

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C L E

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T Y

P

T Y

P

" = 1'-0"16

1SCALE:

16' 32'8'

CRANE COVERAGE DIAGRAM

F L

O W

30'-0"

" = 1'-0"8

1SCALE:

8' 16'4'

CRANE CLEARANCE DIAGRAM

4'-0"

HAMMERHEAD TRAVEL

22'-0"

28'-0"

TYP.

18'-0"

T Y

P

12'-0" 9'-0"

MIN.

41'-0" R, RAIL

D/SCL

RAIL

U/SCL

12'-0"

AUX TROLLEY TRAVEL

34'-6"

HOIST BLOCK

BLOCK & MAIN

AUX HOISTCL

BLOCK

HOIST

MAINCL

TRAVEL

BLOCK

AUX HOISTCL

HOIST BLOCK

HAMMERHEADCL

HOIST BLOCK

HAMMERHEADCL

O V

E R

H E

A D

C L E

A R

A N

C E

MIN. CLEARANCE

26'-10"

GANTRY TRAVEL

2015'-0"

SEE NOTE 2

CLARITY

CUTAWAY FOR

STRUCTURE

WALKWAYS AND

C J P -9 -3 -1 /2

FLOW

TYP.

22'-8"

GENERATOR BAY (TYP. BAYS 1-27)

70'-0"

STATION SERVICE BAY

73'-0"

ASSEMBLY BAY

73'-0"

"4

12'-5 "2

8'- "4

9'-6

"4

3'-

TO PARAPET

3'-10"

TO CURB

"8

2'-11

COMPONENT

CRANE SPEEDS

CAPACITY

ULTRALIFTCAPACITY

LOAD

RATED

MAIN HOIST

50 TONS

OPERATION

NORMAL

12 FPM

ELEVATION

HOOK/PIN

HIGH

N/A0-15 FPMN/A 15 FT50 TONS

HOIST

TROLLEY

AUX HOIST

20 TONS 37 FPM

0-25 FPM10 TONS

N/A0-50 FPMN/A20 TONSTROLLEY

20 TON HOIST

10 TON HOIST

10 TONS 37 FPM

0-25 FPM20 TONS

N/A0-50 FPMN/A 22 FT20 TONSTROLLEY

FRONT HOIST

HAMMERHEAD HOIST

2015 FT 0-100 FPMGANTRY DRIVE

GANTRY DRIVE

1014.8 FT

REAR HOIST

N/AN/ASLEWING N/A

N/A

1004.9 FT

1024.9 FT

34.5 FT

1004.9 FT

1024.9 FT

N/A N/A

0-8 FPM

0-25 FPM

0-25 FPM

37 FPM

37 FPM

" = 1'-0"16

1SCALE:

16' 32'8'

DIAGRAM

HAMMERHEAD SLEWING

TRASH RACK LOCATION, TYP.

N

N

N/A

N/A

N/A

N/A

N/A

HEIGHT

LIFTING

OF TRAVEL

RANGE

90.8 FT N/A

115 FT

115 FT

N/A

N/A

145 FT

145 FT

N/A

N/A

REPAIR PIT

SERVICE GATE

(SEE NOTE 3)

CONDUCTOR LINE

DECK HAND RAIL

SEE NOTE 3 0.25 RPM

SEE NOTE 5

INTAKE DECK LIGHT,

7'-6"

MAIN TROLLEY

15'-0"

SLOT, TYP.

BULKHEAD

TYP.

GATE SLOT,

SERVICE/EMERGENCY

GATE SLOT, TYP.

SERVICE/EMERGENCY

STATION

BULKHEAD SLOT, TYP.

STATION SERVICE

BULKHEAD SLOTCL

GATE SLOT

SERVICE/EMERGENCYCL

SEE NOTE 6

CONDUCTORSCL

DETAIL

FOR CONDUCTOR

DRAWING CJP-1.5-6-2/6

CONDUCTORS SEE

THREE-PHASE

EXISTING

CONDUCTOR WITH

INSTALL NEW GROUND

CONTRACTOR TO

CLARITY.

CONTACT WITH THE 480V CRANE POWER CONDUCTOR LINES. INSULATION NOT SHOWN IN PLAN SHEET FOR ADDITIONAL INSULATING MATERIAL SHALL BE ADDED TO WALKWAYS THAT PERSONNEL MAY COME IN 6.

OVERHEAD 230KV AND 500KV POWERLINES IS NOTED ON SHEET M-201.

SHALL BE CONSIDERED FOR INTAKE GANTRY CRANE CLEARANCES. CRANE HEIGHT AND CLEARANCE FROM INTAKE DECK LIGHTS ARE POSITIONED AT EVERY OTHER CONDUCTOR POST ALONG THE INTAKE DECK, AND 5.

VERIFIED BY THE CONTRACTOR.

ALL CLEARANCES TO EXISTING STRUCTURES AND DIMENSIONS TAKEN FROM RECORD DRAWINGS SHALL BE 4.

DOWNSTREAM CRANE RAIL.

FIXTURES, TRANSMISSION TOWERS, OR OTHER PERMANENT OBSTRUCTIONS DOWNSTREAM OF THE

AVOID BOOM, WIRE ROPE, OR HOIST BLOCK CONTACT WITH POWER SUPPLY CONDUCTORS, LIGHT THE HAMMERHEAD LIMITS OF ROTATION ARE TO BE PHYSICALLY LIMITED AND CONTAIN LIMIT SWITCHES TO 3.

MACHINERY LAYOUT.

AUX HOIST BLOCK DIMENSIONS GIVEN ARE FOR THE 20 TON HOIST, SEE SHEET M-402 FOR AUX HOIST 2.

SPECIFICATIONS WILL GOVERN.

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A CONFLICT WITH THE SPECIFICATIONS. THE 1.

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HOIST BLOCK

HAMMERHEADCL

HOIST BLOCK

HAMMERHEADCL

C J P -9 -3 -1 /3

FLOW

BARGE WORK BOAT

TRASH RACK

EL. 950'

RESEVOIR WATER LEVEL

"16

9'-8

DIAGRAM

HAMMERHEAD BOAT PICK

" = 1'-0"8

1SCALE:

0 8' 16'4'

BOAT CLEARANCE DIAGRAM

" = 1'-0"8

1SCALE:

0 8' 16'4'

LIFTING STRAPS

42-15 BOAT

OF BOAT

INNERMOST ARCS

C R

A N

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O V

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B O

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L E

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G R

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S

RAIL

U/SCL

RAIL

D/SCL

30'-0"

4'-0"

EXISTING HAMMERHEAD TRAVEL

22'-0"

EL. 950'

RESEVOIR WATER LINE

EL. 970'

UPSTREAM EDGE OF DECK

EDGE OF DECK RAILING

EL. 969.9'

TOP OF DECK

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

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P L

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RAIL

D/SCL

C-TO-C GANTRY TRUCKS

43'-6"

G

N

T R

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R A

N E E

L E

V A

T

IO

N S

EL. 969.9'

TOP OF RAIL

EL. 1014.8'

HIGH PIN

MAIN HOIST

EL. 1004.9'

HIGH PIN

AUX HOIST

30'-0"

C J P -9 -3 -1 /4

929.9'

LOW PIN EL.

AUX HOIST

EL. 923.4'

LOW PIN

MAIN HOIST

EL. 879.9'

HOIST LOW HOOK

HAMMERHEAD

" = 1'-0"16

3SCALE:

WEST CRANE - ELEVATION

0 8' 12'4'

SEE NOTE 2

SHEET METAL SKIRT,

CONVEX MIRROR

CONVEX MIRROR

24'-6"

RAIL

MAIN HOISTCL

RAIL

MAIN HOISTCL

C-TO-C AUX HOIST RAIL

28'-0"

CABINET

ELECTRICAL

T O

T A

L A

U X H

O

IS

T L

IF

T

T O

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L M

A

IN

H

O

IS

T L

IF

T

T O

T A

L H

A M

M E

R H

E A

D H

O

IS

T L

IF

T

" = 1'-0"16

3SCALE:

SECTION A-A - UPSTREAM CRANE ELEVATION

0 8' 12'4'

M-201

A-A

EL. 1014.8'

HIGH PIN

MAIN HOIST

BULKHEAD

INTAKE

MAIN UNIT

S E

E N

O T

E

S E

E N

O T

E

TRAINING.

TRANSMISSION LINES ACCORDING TO SECTION 41 22 13.71 26 NEW INTAKE GANTRY CRANE DATA, TESTING AND AT ALL TIMES THE CRANE SHALL MAINTAIN PERSONNEL SAFETY CLEARANCE FROM OVERHEAD 230KV AND 500KV 4.

HEIGHTS ABOVE DECK.

AND HAMMERHEAD HOIST HOUSING. CRANE HEIGHT SHOULD ALSO TAKE INTO CONSIDERATION ALL POWERLINE CRANE HEIGHT SHALL BE DETERMINED BY THE MAXIMUM HOOK HEIGHTS REQUIRED FOR THE HAMMERHEAD HOIST 3.

AND BOGIES. SHEET METAL SKIRT NOT SHOWN FOR CLARITY OF RIGGING CABINET AND DRIVE WHEEL ASSEMBLIES.

A SHEET METAL SKIRT SHALL BE PROVIDED TO ELIMINATE THE HAZARD OF A PINCH POINT BELOW THE TIE BEAMS 2.

WILL GOVERN.

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS 1.

NOTES:

EL. 1024.9'

HOIST HIGH HOOK

TON AND 20 TON

HAMMERHEAD 10

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FLOW

MACHINERY LAYOUT

FOR HAMMERHEAD

HOUSE, SEE SHEET M-403

HAMMERHEAD HOIST

LAYOUT

AUX HOIST MACHINERY

SEE SHEET M-402 FOR

AUX HOIST TROLLEY,

LAYOUT

MACHINERY

FOR MAIN HOIST

SEE SHEET M-401

ACCESS DOOR,

MAIN HOIST AREA

C J P -9 -3 -1 /5

TOOL HOIST

MONITOR

WIND SPEED

ELECTRICAL CABINET

CABINET

RIGGING

MIRROR

CONVEX

STORM BRAKE

STORM BRAKE

SEE NOTE 3

COLLECTOR ASSEMBLY,

SWING GATE

PERSONNEL LOWERING

ANCHOR POINT

PERSONNEL LOWERING

GANTRY CRANE - ISOMETRIC VIEW

N.T.S.SCALE:

SHEET METAL SKIRT NOT SHOWN FOR CLARITY

GANTRY CRANE - ISOMETRIC VIEW

N.T.S.SCALE:

SHEET METAL SKIRT NOT SHOWN FOR CLARITY

CAB LAYOUTS

FOR OPERATOR'S

SEE SHEET M-406

OPERATOR'S CAB,

SECONDARY

OPERATOR'S CAB LAYOUTS

SEE SHEET M-405 FOR

AND ELECTRICAL ROOM,

PRIMARY OPERATOR'S CAB

AND RIGGING HOOKS

DAVIT ARM CRANE STORAGE

SEE NOTE 4.

HOUSE ACCESS DOOR,

HAMMERHEAD HOIST

HOUSING IS NOT SHOWN.

AND ON THE OPPOSITE SIDE OF THE HAMMEHEAD HOIST

HAMMERHEAD HOIST. A DOOR IN THE UPSTREAM DIRECTION

TWO DOORS ARE PROVIDED FOR ACCESS TO THE 4.

SHOWN ON PLAN SHEET FOR CLARITY.

THE 480V CRANE POWER CONDUCTOR LINES. INSULATION NOT

WALKWAYS THAT PERSONNEL MAY COME IN CONTACT WITH

ADDITIONAL INSULATING MATERIAL SHALL BE ADDED TO 3.

RIGGING CABINET AND DRIVE WHEEL ASSEMBLIES.

BOGIES. SHEET METAL SKIRT NOT SHOWN FOR CLARITY OF

HAZARD OF A PINCH POINT BELOW THE TIE BEAMS AND

A SHEET METAL SKIRT SHALL BE PROVIDED TO ELIMINATE THE 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

TOOL HOIST

C

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A W

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US Army Corps

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SCALE: N.T.S.

HOIST

MAINCL DRUMCLDRUMCL

ISOMETRIC

MAIN HOIST MACHINERY -

7'-9"7'-9"

F L

O W

" = 1'-0"2

1SCALE:

2' 4'1'

MAIN HOIST MACHINERY - PLAN

" = 1'-0"1SCALE:

4' 8'2'

TROLLEY DRIVE DETAIL

MAIN HOIST MACHINERY -

TROLLEY WHEEL

MOTOR BRAKE

TROLLEY DRIVE

MOTOR

TROLLEY DRIVE

GEAR REDUCER

TROLLEY DRIVE

M A

IN

H

O

IS

T M

A C

H

IN

E R

Y

ON THIS SHEET

DRIVE DETAIL

SEE TROLLEY

NOTE: TYPICAL OF BOTH SIDES

" = 1'-0"2

1SCALE:

2' 4'1'

DOWNSTREAM ELEVATION

MAIN HOIST MACHINERY -

DRUM, TYP.

BEARING, TYP.

SHEAVE, TYP.

RUNNING

SHEAVE, TYP.

EQUALIZER

TYP.

HOIST BRAKE,

REDUCER

HOIST GEAR

COUPLING

MOTOR

MOTOR

HOIST

COUPLING, TYP.

MACHINERY, TYP.

TROLLEY DRIVE

C J P -9 -3 -1 /6

REQUIREMENTS.

SHOWN FOR CLARITY. SEE SPECIFICATIONS FOR COVER

COVERS FOR WIRE ROPE DRUMS AND EXPOSED SHAFTS NOT 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

NOTES:

DRUM

SHEAVE, TYP.

LOAD BLOCK

SHEAVE

EQUALIZER

SHEAVE, TYP.

RUNNING

MAIN HOIST REEVING DIAGRAM

NOTE: TYPICAL FOR BOTH DRUMS

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US Army Corps

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OREGON

86807

EXPIRES 12/31/2020

E

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UGcM WEHT

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2102 ,01

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M-402

P -X .X

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HOIST

AUXCL DRUMCLDRUMCL

ISOMETRIC

AUX HOIST MACHINERY -

10'-9"10'-9"

F L

O W

" = 1'-0"1SCALE:

4' 8'2'

TROLLEY DRIVE DETAIL

AUX HOIST MACHINERY -

MOTOR BRAKE

TROLLEY DRIVE

MOTOR

TROLLEY DRIVE

GEAR REDUCER

TROLLEY DRIVE

NOTE: TYPICAL OF BOTH SIDES

" = 1'-0"2

1SCALE:

2' 4'1'

DOWNSTREAM ELEVATION

AUX HOIST MACHINERY -

DRUM, TYP.BEARING, TYP.

MOTOR

HOIST COUPLING, TYP.

REDUCER

HOIST GEAR

COUPLING

MOTOR

TYP.

HOIST BRAKE,

" = 1'-0"2

1SCALE:

2' 4'1'

AUX HOIST MACHINERY - PLAN

A U

X H

O

IS

T M

A C

H

IN

E R

Y

BLOCK (20 TON)

AUX HOISTCL

BLOCK (10 TON)

AUX HOISTCL

"8

1'-

" = 1'-0"2

1SCALE:

2' 4'1'

EAST ELEVATION

AUX HOIST MACHINERY -

FLOW

WHEEL

TROLLEY

C J P -9 -3 -1 /7

ASSEMBLY

20 TON HOIST

ASSEMBLY

10 TON HOIST

REQUIREMENTS.

SHOWN FOR CLARITY. SEE SPECIFICATIONS FOR COVER

COVERS FOR WIRE ROPE DRUMS AND EXPOSED SHAFTS NOT 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

NOTES:

THIS SHEET

DRIVE DETAIL ON

SEE TROLLEY

MACHINERY, TYP.,

TROLLEY DRIVE

AUX HOIST REEVING DIAGRAM

NOTE: TYPICAL FOR BOTH DRUMS ON 10 AND 20 TON AUX HOISTS

SCALE: N.T.S.

DRUM

SHEAVE

BLOCK

LOAD

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IO

N A

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NGINEE

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OREGON

86807

EXPIRES 12/31/2020

E

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UGcM WEHT

T A

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2102 ,01

YL

M-403

P -X .X

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M -4

X X

X .d

DRUMCL

H A

M M

E R

H E

A D H

O

IS

T M

A C

H

IN

E R

Y

FLOW

DRUMCL

(4'-0")

" = 1'-0"2

1SCALE:

2' 4'1'

MACHINERY - PLAN

HAMMERHEAD HOIST

FLOW

" = 1'-0"2

1SCALE:

2' 4'1'

MACHINERY - WEST ELEVATION

HAMMERHEAD HOIST

FLOW

CIRCLE

RACK PITCH

SLEWING DRIVE

DRIVE MOTOR

SLEWING

DEFLECTOR SHEAVE

HAMMERHEAD HOIST

TROLLEY

HAMMERHEAD

SHEAVE, TYP.

HOIST TROLLEY

HAMMERHEAD

C J P -9 -3 -1 /8

MOTOR BRAKE

SLEWING DRIVE

DRIVE MOTOR

TROLLEY

REDUCER

DRIVE GEAR

TROLLEY

MOTOR BRAKE

TROLLEY DRIVE

DRUM

DRIVE

TROLLEY

DRIVE PINION

SLEWING MACHINERY

TROLLEY DRIVE

MACHINERY

SLEWING DRIVE

ROTATIONCL

DRIVE RACK

SLEWING

TYP.

BEARING,

COUPLING

HOIST

10 TON

BRAKE, TYP.

10 TON HOIST

GEAR REDUCER

10 TON HOIST

COUPLING

20 TON HOIST

MOTOR

20 TON HOIST

GEAR REDUCER

SLEWING DRIVE

MOTOR COUPLING

10 TON HOIST

DRUM

HOIST

10 TON

MOTOR

10 TON HOIST

BRAKE, TYP.

20 TON HOIST

COUPLING

MOTOR

20 TON HOIST

HOIST DRUM

20 TON

MACHINERY

20 TON HOIST

MACHINERY

10 TON HOIST

NOTE: TAPERED ROLLERS NOT SHOWN FOR CLARITYCOUNTERWEIGHT

ROOF

GANTRY

SLEW LOCK

HAMMERHEAD

CLARITY, SEE SPECIFICATIONS FOR GUARD REQUIREMENTS.

GUARDS FOR THE TURNING MACHINERY ARE NOT SHOWN FOR 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

NOTES:

ROLLER, TYP.

TAPERED

ROLLER, TYP.

TAPERED

LOCATING PIN

LIMITS, TYP.

ROTATIONAL

HAMMERHEAD

HAMMERHEAD HOIST REEVING DIAGRAM

MACHINERY - ISOMETRIC

HAMMERHEAD HOIST

DRUM

DEAD END

WIRE ROPE

SHEAVE

LOAD BLOCK

SHEAVE

DEFLECTOR

SHEAVE

TROLLEY

NOTE: TYPICAL FOR BOTH 10 TON AND 20 TON HOISTS

C

B

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US Army Corps

P L

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REDPROFESS

IO

N A

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NGINEE

R

OREGON

86807

EXPIRES 12/31/2020

E

RI

UGcM WEHT

T A

M

2102 ,01

YL

M-404

P -X .X

X X

M -4

X X

X .d

P -9 -3 -1 /9

REQUIREMENTS.

FOR CLARITY. SEE SPECIFICATIONS FOR COVER

COVERS FOR EXPOSED SHAFTS AND GEARING NOT SHOWN 3.

CONTRACTOR.

DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY THE

SITE DIMENSIONS AND FEATURES TAKEN FROM RECORD 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

NOTES:

G A

N T

R Y D

R

IV

E M

A C

H

IN

E R

Y L

A Y

O U

T

MOTOR BRAKE

MOTOR

REDUCER

GEAR

PINION

GEAR

IDLER

GEAR, TYP.

DRIVE WHEEL

TYP.

DRIVE WHEEL,

GEAR

IDLER

" = 1'-0"1SCALE:

1' 2'

GANTRY DRIVE TRUCK - ISOMETRIC

" = 1'-0"1SCALE:

1' 2'

GANTRY DRIVE TRUCK - ELEVATION

C

B

A

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

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D R

A W

N B

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C H

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K E

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DISTRICT NAME

-2

-2

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IN

G

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SHEET ID

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EG

IS

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IO

N A

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NGINEE

R

OREGON

86807

EXPIRES 12/31/2020

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UGcM WEHT

T A

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2102 ,01

YL

M-405

P -X .X

X X

M -4

X X

X .d

FL

OW

SCALE: N.T.S.

CAB - ISOMETRIC

PRIMARY OPERATORS

" = 1'-0"2

1SCALE:

2' 4'1'

PRIMARY OPERATORS CAB - PLAN

" = 1'-0"2

1SCALE:

2' 4'1'

EAST ELEVATION

PRIMARY OPERATORS CAB -

FLOW

FLOW

(7

(14'-4")

(8

(14'-8")

P R

IM

A R

Y O

P E

R A

T O

R S C

A B L

A Y

O U

T S

ARICULATING ARM

HMI

" = 1'-0"2

1SCALE:

2' 4'1'

WEST ELEVATION

PRIMARY OPERATORS CAB -

FLOW

SLIDING BASE

ROTATION WITH

360° CHAIR

(SEE NOTE 2)

HVAC EQUIPMENT

C J P -9 -3 -1 /1

(SEE NOTE 2)

HVAC EQUIPMENT

(SEE NOTE 2)

RESISTIVE HEATER

(SEE NOTE 2)

RESISTIVE HEATER

CABINETS, TYP.

ELECTRICAL

IN FRONT OF

CLEARANCE AREA

SWITCH

DISCONNECT

MAIN LINE

FOOT SWITCH AND UMBILICAL CHORD

(SEE NOTE 2)

HVAC EQUIPMENT

FLOW

CABINET

ELECTRICAL

" = 1'-0"2

1SCALE:

2' 4'1'

PRIMARY OPERATORS CAB - ELECTRICAL ROOM - PLAN

CABINETS, TYP.

ELECTRICAL

IN FRONT OF

CLEARANCE AREA

CABINETS

ELECTRICAL

6'-2"

ROUTING

OF CONDUIT

EXPECTED PATH

RACEWAY

CONDUIT

HVAC AND

9'-2"

= 1'-0""

1SCALE:

2' 4'1'

NORTH ELEVATION

PRIMARY OPERATORS CAB -

5'-0" TYP.

T Y

P

CABINET

ELECTRICAL

(SEE NOTE 4)

GRATING

AND THE ELECTRICAL ROOM FOR TROUBLESHOOTING.

ALLOWS FOR COMMUNICATION BETWEEN THE OPERATOR CAB

HVAC AND CONDUIT RACEWAY SHALL BE GRATING THAT

THE FLOOR OF THE ELECTRICAL ROOM DIRECTLY OVER THE 4.

WINDOWS TO DIVERT RUNOFF.

INCLUDE A GUTTER ABOVE THE FRONT OPERATOR CAB 3.

SPACE OUTSIDE OF NEC ELECTRICAL CABINETS CLEARANCE.

HVAC EQUIPMENT AND RESISTIVE HEATER DEPICTED IN THE 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

C

B

A

D R

A W

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G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

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C H

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K E

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DISTRICT NAME

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IZ

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P L

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C A

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P R

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IS

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IO

N A

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NGINEE

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OREGON

86807

EXPIRES 12/31/2020

E

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UGcM WEHT

T A

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2102 ,01

YL

M-406

P -X .X

X X

M -4

X X

X .d

(5

" = 1'-0"2

1SCALE:

2' 4'1'

SECONDARY OPERATORS CAB - PLAN

" = 1'-0"2

1SCALE:

2' 4'1'

EAST ELEVATION

SECONDARY OPERATORS CAB -

FLOW

FLOW

SCALE: N.T.S.

FL

OW

CAB - ISOMETRIC

SECONDARY OPERATORS

(8

(6'-6")

S E

C O

N D

A R

Y O

P E

R A

T O

R S C

A B L

A Y

O U

T S

(5'-6")

C J P -9 -3 -1 /1

ARTICULATING ARM

HMI

" = 1'-0"2

1SCALE:

2' 4'1'

ELEVATION

SECONDARY OPERATORS CAB -

(SEE NOTE 2)

HVAC EQUIPMENT

FOOT SWITCH

ROTATION

360° CHAIR

HEATER NOT SHOWN FOR CLARITY

NOTE: HVAC EQUIPMENT AND RESISTIVE

(SEE NOTE 2)

RESISTIVE HEATER

SWITCH

DISCONNECT

MAIN LINE

MAIN LINE DISCONNECT SWITCH

WINDOWS TO DIVERT RUNOFF.

INCLUDE A GUTTER ABOVE THE FRONT OPERATOR CAB 3.

THE SPACE ABOVE AND BELOW THE ARTICULATING ARM.

HVAC EQUIPMENT AND RESISTIVE HEATER ARE DEPICTED IN 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

C

B

A

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

D R

A W

N B

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C H

E C

K E

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DISTRICT NAME

-2

-2

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M

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G U

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E

J

U T

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H T

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EG

IS

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REDPROFESS

IO

N A

LE

NGINEE

R

OREGON

86807

EXPIRES 12/31/2020

E

RI

UGcM WEHT

T A

M

2102 ,01

YL

M-501

P -X .X

X X

M -5

X X

X .d

BEAM - ISOMETRIC

MAIN HOIST LIFTING

FLOW

7'-9"7'-9"

BEAM

LIFTINGCL

LATCH

EYE &

PICKINGCL

LATCH

EYE &

PICKINGCL

BETWEEN GUIDE SURFACES

22'-0"

M

IN

H

O

IS

T L

IF

T

IN

G B

E A

M D

E T

A

IL

BEAM

LIFTINGCL

LATCH

EYE &

PICKINGCL

LATCH

EYE &

PICKINGCL

MECHANISM

GATE LATCHING

C J P -9 -3 -1 /1

(SEE NOTE 4).

HOLES, TYP

DOGGING

" = 1'-0"4

3SCALE:

MAIN HOIST LIFTING BEAM - ELEVATION

0 1' 2' 3'

" = 1'-0"4

3SCALE:

MAIN HOIST LIFTING BEAM - PLAN

0 1' 2' 3'

DETAIL A

" = 1'-0"2

1SCALE: 1

DETAIL A

0 6'' 1' 2'

BEAM GUIDES, TYP.

ALL WELDED JOINTS SHALL BE SEAL WELDED.8.

PONDING ON ALL HORIZONTAL SURFACES.

7. LIFTING BEAM SHALL BE DESIGNED TO PREVENT WATER

SHOWN.

FOR CLARITY SOME COMPONENTS OR FEATURES ARE NOT 6.

OF ASME BTH-1-2017 FOR BELOW-THE-HOOK LIFTING DEVICES.

THE LIFTING BEAM SHALL MEET ALL DESIGN REQUIREMENTS 5.

DOGGING HOLES ARE USED FOR REMOVING THE MAIN PINS.4.

BEING HOISTED.

FLOW DIRECTION IS DEPENDENT ON WHICH BULKHEAD IS 3.

TO BE VERIFIED BY THE CONTRACTOR

THE RECORD DRAWINGS, AND ALL OTHER DIMENSIONS ARE

ALL LIFTING BEAM DIMENSIONS AND FEATURES TAKEN FROM 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A 1.

NOTES:

F L

W

C

B

A

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

D R

A W

N B

Y

C H

E C

K E

D B

Y

DISTRICT NAME

-2

-2

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

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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

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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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C T N

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P R

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IN

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T L E D

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M

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J

U T

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H T

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EG

IS

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REDPROFESS

IO

N A

LE

NGINEE

R

OREGON

86807

EXPIRES 12/31/2020

E

RI

UGcM WEHT

T A

M

2102 ,01

YL

M-502

P -X .X

X X

M -5

X X

X .d

A

T

IO

N S

E R

V

IC

E L

IF

T

IN

G B

E A

M D

E T

A

IL

" = 1'-0"2

1SCALE: 1

2'

BEAM - SIDE ELEVATION

STATION SERVICE LIFTING

4' 8'

BEAM - ISOMETRIC

STATION SERVICE LIFTING

" = 1'-0"2

1SCALE: 1

2'

BEAM - ELEVATION

STATION SERVICE LIFTING

4' 8'

" = 1'-0"2

1SCALE: 1

2'

BEAM - PLAN

STATION SERVICE LIFTING

4' 8'

4'-0"

"4

7'-1

"4

7'-10

"4

8'-11

L ROLLERC L ROLLERC

L HOOKC L HOOKC

L BEAMC

SCALE: N.T.S.

TYP.

ROLLER,

TYP.

HOOK,

TYP.

GUIDE,

FLO

W

F L

O W

C J P -9 -3 -1 /1

POINT, TYP.

ATTACHMENT

SLING

BULKHEAD FLOW

ALL WELDED JOINTS SHALL BE SEAL WELDED.8.

LIFTING BEAM SHALL BE DESIGNED TO PREVENT WATER PONDING ON ALL HORIZONTAL SURFACES.7.

FOR CLARITY SOME COMPONENTS OR FEATURES ARE NOT SHOWN.6.

LIFTING DEVICES.

THE LIFTING BEAM SHALL MEET ALL DESIGN REQUIREMENTS OF ASME BTH-1-2017 FOR BELOW-THE-HOOK 5.

DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR

ALL LIFTING BEAM DIMENSIONS AND FEATURES TAKEN FROM THE RECORD DRAWINGS, AND ALL OTHER 4.

HOOK COUNTERWEIGHTS AND GEARBOXES NOT SHOWN FOR CLARITY ON CRITICAL DIMENSIONS.3.

FLOW DIRECTION IS DEPENDENT ON WHETHER THE BULKHEAD OR GATE IS BEING LIFTED.2.

SPECIFICATIONS WILL GOVERN.

IN ANY INSTANCES WHERE THE DRAWINGS PRESENT A CONFLICT WITH THE SPECIFICATIONS. THE 1.

GATE FLOW

C

B

A

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

D R

A W

N B

Y

C H

E C

K E

D B

Y

DISTRICT NAME

-2

-2

S O

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F

IL

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D E

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IZ

E

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B M

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T E

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P L

O T S

C A

L E

C O

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C T N

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D A

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A P

P R

A N

S I

D

S

W

T H A

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T E

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-1

H D

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C

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M

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E

J

U T

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H T

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EG

IS

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REDPROFESS

IO

N A

LE

NGINEE

R

OREGON

86807

EXPIRES 12/31/2020

E

RI

UGcM WEHT

T A

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2102 ,01

YL

M-503

P -X .X

X X

M -5

X X

X .d

FLO

FLOW

C J P -9 -3 -1 /1

" = 1'-0"4

3SCALE:

1'

BEAM - ELEVATION

INTAKE GATE HOIST LIFTING

2' 4'

" = 1'-0"4

3SCALE:

1'

BEAM - PLAN

INTAKE GATE HOIST LIFTING

2' 4'

" = 1'-0"4

3SCALE:

1'

BEAM - SIDE ELEVATION

INTAKE GATE HOIST LIFTING

2' 4'

7'-9"7'-9"

"2

17'-3

10"

POINT

PICKCL

L BEAMCL

POINT

PICKC

PIN CLIP, TYP.

"4

"4

"2

1'-6

L BEAMC

F L

O W

"8

IN

T

A K

E G

A T

E H

O

IS

T L

IF

T

IN

G B

E A

M

BEAM - ISOMETRIC

INTAKE GATE HOIST LIFTING

N.T.S.SCALE:

ALL WELDED JOINTS SHALL BE SEAL WELDED.7.

PONDING ON ALL HORIZONTAL SURFACES.

LIFTING BEAM SHALL BE DESIGNED TO PREVENT WATER 6.

SHOWN.

FOR CLARITY SOME COMPONENTS OR FEATURES ARE NOT 5.

OF ASME BTH-1-2017 FOR BELOW-THE-HOOK LIFTING DEVICES.

THE LIFTING BEAM SHALL MEET ALL DESIGN REQUIREMENTS 4.

TO BE VERIFIED BY THE CONTRACTOR

THE RECORD DRAWINGS, AND ALL OTHER DIMENSIONS ARE

ALL LIFTING BEAM DIMENSIONS AND FEATURES TAKEN FROM 3.

FURTHER DETAILS.

REFERENCE DRAWING CJP-1.5-3-2/4 AND CJP-1.5-3-2/19 FOR

SUPPORT BEAM CABLES (4) NOT SHOWN FOR CLARITY. SEE 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS. THE SPECIFICATIONS

C

B

A

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

D R

A W

N B

Y

C H

E C

K E

D B

Y

DISTRICT NAME

-2

-2

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

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D E

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IZ

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P L

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C A

L E

C O

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C T N

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A P

P R

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G

IN

C

U S A

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P S O

F E

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M T

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H T

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EG

IS

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REDPROFESS

IO

N A

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NGINEE

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OREGON

91536

EXPIRES 06/30/2022

A

R

ATAT .M NA

G E

M

02 ,31 .

T

P

E-401

O W

SCALE: N.T.S.

N TOWER

ELEVATOR

(EL. 970.0')

INTAKE DECK - PLAN

C J P -9 -6 -0

A /0

O V

E R

H E

A D C

O N

D U

C T

O R D

IS

C O

N N

E C

T

E-401

A

73'-0"73'-0"

E-401

B

HANDRAIL

E-401

B

HANDRAIL

ELEVATOR TOWER

POLE EAST OF THE

OVERHEAD CONDUCTOR

SWITCH ON THE THIRD

INSTALL DISCONNECT

POSITION

THE DECK IN ITS HIGHEST

HIGHER THAN 6'7" ABOVE

AND THE HANDLE IS NOT

ABOVE THE HANDRAIL

DOOR IS ABLE TO OPEN

SWITCH SUCH THAT THE

MOUNT DISCONNECT

OVERHEAD CONDUCTORS (TYP)

DISCONNECT SWITCH AND TO

AND CONDUCTORS TO

INSTALL CONDUIT, FITTINGS,

STRUT AND CLAMPS (TYP)

STAINLESS STEEL CHANNEL

CONDUCTOR POLE WITH

SWITCH TO OVERHEAD

INSTALL DISCONNECT

DISCONNECT SWITCH

E-401

A

SCALE: NTS

SIDE ELEVATION

SCALE: NTS

FRONT ELEVATION

OVERHEAD CONDUCTORS (TYP)

DISCONNECT SWITCH AND TO

AND CONDUCTORS TO

INSTALL CONDUIT, FITTINGS,

C J P -X .X

X X E -4

X X

X V .d

C

B

A

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

D R

A W

N B

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C H

E C

K E

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-2

-2

S O

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P R

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T H A

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P S O

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F J

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H D

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A S N

O T

-2

-2

W

D W

R

VOLUME 1

SHEET ID

N E

W

T

O N

IN

T

A K

E G

A N

T R

Y C

R A

N E

J T

A Y

L O

R

M T

A T

A R

A

J

U T

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H T

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EG

IS

TE

REDPROFESS

IO

N A

LE

NGINEE

R

OREGON

91536

EXPIRES 06/30/2022

A

R

ATAT .M NA

G E

M

02 ,31 .

T

P

E S

COMPLETE CRANE CAB CONTROL PANEL LAYOUTS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL 4.

DEVIATIONS FROM CODE OR FROM THE SPECIFICATIONS.

THIS DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM 3.

DIMENSIONS.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND 2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

BK

BL

STOP

EMERGENCY

R

BKW

R

BK

BK BK

G

ALARM RESET ALARM SILENCE

CRANE START

TEST

PILOT LIGHT

CRANE STOP

1-AXIS CONTROLLER

MAIN HOIST

BK

FAILURE

HOIST BRAKE

R

FAILURE

HOIST BRAKE

R

W

CONTROLLER

GANTRY 1-AXIS

PALM SWITCH

EMERGENCY STOP

OFF

FLOOD LIGHTS

ON

BK

SELECTED

REMOTE CONTROL

LOWER

MAIN HOIST

RAISE

MAIN HOIST

REMOTELOCAL

NORMAL ULTRALIFT

LOWER

AUX HOIST

RAISE

AUX HOIST

1-AXIS CONTROLLER

AUXILIARY HOIST

CRANE ENERGIZED

PUSHBUTTON

ALARM SILENCE

REMOTE SELECTOR

HINGED COVER

PALM SWITCH

EMERGENCY STOP

MAIN HOIST TARE

AUX HOIST TARE

SPEED SELECTOR

STOP

EMERGENCY

R

HINGED COVER

PALM SWITCH

EMERGENCY STOP

PALM SWITCH

EMERGENCY STOP

BK

BK

FAILURE LAMP

HOIST BRAKE

LAMP

CRANE ENERGIZED

PUSHBUTTON

ALARM RESET

PUSHBUTTON

CRANE START

PUSHBUTTON

CRANE STOP

FAILURE LAMP

HOIST BRAKE

2-POSITION

SELECTOR SWITCH

MAIN HOIST SPEED

SWITCH 2-POSITION

FLOODLIGHTS SELECTOR

PUSHBUTTON

MAIN HOIST TARE

SELECTED LAMP

REMOTE CONTROL

PUSHBUTTON

AUX HOIST TARE

2-POSITION

SELECTOR SWITCH

REMOTE CONTROL

PUSHBUTTON

LAMP TEST

CONTROLLER

TROLLEY 1-AXIS

AUXILIARY HOIST

CONTROLLER

TROLLEY 1-AXIS

MAIN HOIST

DOWNSTREAM

TROLLEY

AUX HOIST

UPSTREAM

TROLLEY

MAIN HOIST

DOWNSTREAM

TROLLEY

MAIN HOIST

UPSTREAM

TROLLEY

AUX HOIST

WEST

GANTRY

EAST

GANTRY

10 TON

SELECTOR

AUXILIARY HOIST

2-POSITION

SELECTOR SWITCH

AUXILIARY HOIST

20 TON

HORN

TRAVEL WARNING

RELEASED LAMP

GANTRY STORM BRAKE

BRAKE RELEASED

GANTRY STORM

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

HORN PUSHBUTTON

TRAVEL WARNING

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

SCALE: NTS

PRIMARY OPERATOR CAB - OPERATOR STATION DETAIL

SECONDARY

STATION SELECT

OPERATOR

PRIMARY

2-POSITION

SELECTOR SWITCH

OPERATOR STATION

P -X .X

X X E -5

X X

X .d

A N

E C

A B O

P E

R A

T O

R S

T A

T

IO

N D

E T

A

IL

C J P -9 -6 -0

A /1

E-501

M A

IN

A

N D A

U X

IL

IA

Y

C

B

A

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

D R

A W

N B

Y

C H

E C

K E

D B

Y

-2

-2

S O

L

IC

IT

A T

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N N

O

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IL

E N

A M

E

D E

S

IG

N E

D B

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D E

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S

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E

S U

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T E

D B

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P L

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C A

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C O

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C T N

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D A

T E

A P

P R

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W

T H A

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H D

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E E

R

IN

G

IN

C

U S A

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O R

P S O

F E

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E E

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S E

A T

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T

S E

A T

T L E

W A

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IV

E R

C H

IE

F J

O S

E P

H D

A M

A S N

O T

-2

-2

W

D W

R

VOLUME 1

SHEET ID

N E

W

T

O N

IN

T

A K

E G

A N

T R

Y C

R A

N E

J T

A Y

L O

R

M T

A T

A R

A

J

U T

E C

H T

R

EG

IS

TE

REDPROFESS

IO

N A

LE

NGINEE

R

OREGON

91536

EXPIRES 06/30/2022

A

R

ATAT .M NA

G E

M

02 ,31 .

T

P

E S

COMPLETE CRANE CAB CONTROL PANEL LAYOUTS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL 4.

DEVIATIONS FROM CODE OR FROM THE SPECIFICATIONS.

THIS DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM 3.

DIMENSIONS.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND 2.

BL

STOP

EMERGENCY

R

BKW

R

BK

BK BK

G

ALARM RESET ALARM SILENCE

CRANE START

TEST

PILOT LIGHT

CRANE STOP

BK

FAILURE

HOIST BRAKE

R

FAILURE

HOIST BRAKE

R

W

CONTROLLER

GANTRY 1-AXIS

PALM SWITCH

EMERGENCY STOP

OFF

FLOOD LIGHTS

ON

BK

SELECTED

REMOTE CONTROL

REMOTELOCAL

NORMAL ULTRALIFT

CRANE ENERGIZED

PUSHBUTTON

ALARM SILENCE

REMOTE SELECTOR

HINGED COVER

PALM SWITCH

EMERGENCY STOP

STOP

EMERGENCY

R

HINGED COVER

PALM SWITCH

EMERGENCY STOP

PALM SWITCH

EMERGENCY STOP

BK

BK

FAILURE LAMP

HOIST BRAKE

LAMP

CRANE ENERGIZED

PUSHBUTTON

ALARM RESET

PUSHBUTTON

CRANE START

PUSHBUTTON

CRANE STOP

FAILURE LAMP

HOIST BRAKE

SWITCH 2-POSITION

FLOODLIGHTS SELECTOR

SELECTED LAMP

REMOTE CONTROL

2-POSITION

SELECTOR SWITCH

REMOTE CONTROL

PUSHBUTTON

LAMP TEST

WEST

GANTRY

EAST

GANTRY

SLEW LEFT

HAMMERHEAD

SLEW RIGHT

HAMMERHEAD

1-AXIS CONTROLLER

CLOSING LINE

HAMMERHEAD HOIST

1-AXIS CONTROLLER

HOLDING LINE

HAMMERHEAD HOIST

LOWER

HOLDING LINE

HAMMERHEAD

LOWER

CLOSING LINE

HAMMERHEAD

RAISE

HOLDING LINE

HAMMERHEAD

RAISE

CLOSING LINE

HAMMERHEAD

SPEED SELECTOR

HAMMERHEAD HOIST

2-POSITION

SELECTOR SWITCH

HOIST SPEED

HAMMERHEAD

PUSHBUTTON

CLOSING LINE TARE

HOIST TARE

CLOSING LINE

HAMMERHEAD

DOWNSTREAM

TROLLEY

AUX HOIST

UPSTREAM

TROLLEY

AUX HOIST

CONTROLLER

TROLLEY 1-AXIS

AUXILIARY HOIST

CONTROLLER

1-AXIS

SLEW DRIVE

LOWER

AUX HOIST

RAISE

AUX HOIST

1-AXIS CONTROLLER

PUSHBUTTON

HOLDING LINE TARE

PUSHBUTTON

AUXILIARY HOIST TARE

AUX HOIST TARE

HOIST TARE

HOLDING LINE

HAMMERHEAD

10 TON

SELECTOR

20 TON

2-POSITION

SELECTOR SWITCH

AUXILIARY HOIST

RELEASED LAMP

GANTRY STORM BRAKE

BRAKE RELEASED

GANTRY STORM

PUSHBUTTON

WARNING HORN

TRAVEL

HORN

TRAVEL WARNING

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

SECONDARY OPERATOR CAB - OPERATOR STATION DETAIL

LAMP

DOGGING INTERLOCK

INTERLOCK

DOGGING

SECONDARY

STATION SELECT

OPERATOR

PRIMARY

2-POSITION

SELECTOR SWITCH

OPERATOR STATION

A N

E C

A B O

P E

R A

T O

R S

T A

T

IO

N D

E T

A

IL

J D

P -9 -6 -0

A /2

E-502

H A

M M

E R

H E

A D A

N D A

U X

IL

IA

R Y

C J P -X .X

X X E -5

X X

X V .d

FAILURE

HOIST BRAKE

OFF

BK

ON

FLOODLIGHTS

BK

REMOTEFORWARD

SCREEN SELECT

G

OFF

BK

START

INDICATION SCREEN

LOAD CELL AND WIND SPEED

E-STOP

BACKNORMAL

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

R

BK

SWITCH: ON/OFF

POWER KEY

TRANSMITTER

ULTRALIFT

HOIST SPEED

W

WEST

GANTRY

EAST

GANTRY

TARE

MAIN HOIST

TARE

AUX HOIST

LOWER

AUX HOIST

RAISE

AUX HOIST

LOWER

MAIN HOIST

RAISE

MAIN HOIST

DOWNSTREAM

MAIN TROLLEY

UPSTREAM

MAIN TROLLEY

DOWNSTREAM

AUX TROLLEY

UPSTREAM

AUX TROLLEY

PUSHBUTTON

HORN

WARNING

TRAVEL

G

BRAKE RELEASED

GANTRY STORM

ENABLED

MOTION

SILENCE

HORN

D

C

B

A

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

D R

A W

N B

Y

C H

E C

K E

D B

Y

DISTRICT NAME

-2

-2

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

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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

D A

T E

A P

P R

A N

S I

D

S

W

T H A

V E

N U

E S

T E

R T

L A

N D

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-1

H D

R E

N G

IN

E E

R

IN

G

IN

C

U S A

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O R

P S O

F E

N G

IN

E E

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S E

A T

T L E D

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T R

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S E

A T

T L E

W A

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F J

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