B.08_Contract_Drawings_19R21.pdf

PDF 5 MB Posted Nov 9, 2018

Attached to: JOHN DAY TRASH RAKE GANTRY CRANE
Solicitation number: W9127N19R0021
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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POWERHOUSE

JOHN DAY DAM

G-102 FOR CONTRACTOR STAGING AREAS

SEE THIS SHEET AND SHEETS G-101 &

WORK AREA

STATE BOUNDARY

NAVIGATION LOCK

NON-OVER FLOW MONOLITH

BYPASS OUTFALL

EXISTING JUVENILE

SPILLWAY

AVIALABLE AFTER APRIL 2020 ONLY

(NEAR THE SERVICE BUILDING). AREA WILL BE

OF ACCESS ROAD LEADING TO THE INTAKE DECK

AND EMPLOYEE PARKING; ALONG SOUTH SIDE

CONTRACTOR OFFICES, MATERIAL STORAGE,

AND EMPLOYEE PARKING.

CONTRACTOR OFFICES, MATERIAL STORAGE,

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G-001

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KLIC

KIT

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SHERMAN C

COLUMBIA

RIVER

SALEM

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RIVER

PORTLAND

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O C

E A

ASTORIA

LONGVIEW

VANCOUVER

U.P.R .R.

(S .P S

LOCK AND DAM

JOHN DAY

DALLES

THE

RIVER

HOOD

OREGON

COLUM

VER

ASHI

NGTON

VICINITY MAP

OREGON

WASHINGTON

LOCK AND DAM

BONNEVILLE

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PROJECT LOCATION N

SCALE: NTS

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COLUMBIA RIVER, OREGON & WASHINGTON

Portland District of Engineers

US Army Corps

JOHN DAY LOCK AND DAM

PROJECT PHOTOGRAPH

PHOTO BY GOOGLE

NEW 20 TON TRASH RAKE GANTRY CRANE

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IDENTIFICATION

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G-001SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:40 AM

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PORTLAND DISTRICT

ACTION KEY (AS-BUILT CODE DEFINITIONS)

(5) DRAWING IS FOR REFERENCE ONLY

DRAWINGS

(4) DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT

CONTRACT DRAWINGS AT THE COMPLETION OF THIS CONTRACT

(3) DRAWING WILL BE SUPERSEDED BY THE FOLLOWING

PROJECT (DESIGNATED REFERENCE DRAWING)

(2) DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS

(1) DRAWING IS OBSOLETE AT THE COMPLETION OF THIS PROJECT

REEL COH INC.

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G-002

GENERAL DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

INDEX OF DRAWINGS

CONTRACT DRAWINGS

SHEET NO. DRAWING NO. TITLE DRAWING NO. TITLE

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G-901

G-201

G-102

G-101

G-002

G-001

JDD-1.110_G-901

JDD-1.110_G-201

JDD-1.110_G-102

JDD-1.110_G-101

JDD-1.110_G-002

JDD-1.110_G-001

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M-401 JDP-1.110_M-401

ISOMETRIC VIEWS

COVERAGE DIAGRAM ELEVATIONS

CONTRACTOR STAGING & WORK AREAS - SHEET 2

CONTRACTOR STAGING & WORK AREAS - SHEET 1

DRAWING INDEX

PROJECT LOCATION AND VICINITY MAP

MACHINERY DECK LAYOUT

JDN-67-36-16

JDN-67-36-15

JDN-67-36-14

JDN-67-36-13

JDN-67-36-12

JDN-67-36-11

JDN-67-36-10

JDN-67-36-9

JDN-67-36-8

JDN-67-36-7

JDN-67-36-6

JDN-67-36-5

JDN-67-36-4

JDN-67-36-3

JDN-67-36-2

JDN-67-36-1

GOVERNMENT

BROADLINE CORPORATION

E-601

E-501

E-401

JDP-1.110_E-601

JDP-1.110_E-501

JDP-1.110_E-401

REFERENCE DRAWINGS

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ACTION KEY

ONE LINE DIAGRAM

OPERATOR CONTROL STATION CONTROLS

CAB LAYOUT ENLARGED PLAN AND ELEVATION

NEW 585 TON INTAKE GANTRY CRANE - GENERAL ARRANGEMENT60-0180-01 5

POWERHOUSE 15 TON TRASH RAKE CRANE

TRASH RAKE GANTRY ELECTRICAL CONDUIT SYSTEM

TRASH RAKE GANTRY ELECTRICAL PANEL LAYOUT

TRASH RAKE GANTRY MACHINE DECK CONTROL WIRING DIAGRAM

TRASH RAKE GANTRY GANTRY CONTROL WIRING DIAGRAM

TRASH RAKE GANTRY ELECTRICAL INTERCONNECTION DIAGRAM

TRASH RAKE GANTRY ELECTRICAL SCHEMATIC

TRASH RAKE GANTRY OUTLINE AND ASSEMBLY

TRASH RAKE GANTRY TRASH RAKE DETAILS

TRASH RAKE CRANE TRASH RAKE RACK

TRASH RAKE GANTRY CAB, WALK & LADDER DETAILS

TRASH RAKE CRANE STRUCTURAL DETAILS

TRASH RAKE GANTRY TROLLEY STRUCTURE

TRASH RAKE GANTRY BLOCK & SHEAVE DETAILS

TRASH RAKE GANTRY BLOCK & SHEAVE ASSEMBLY

TRASH RAKE GANTRY DRIVE DETAILS

TRASH RAKE GANTRY TROLLEY DRIVE ASSEMBLY

TRASH RAKE GANTRY TROLLEY DRIVE DETAILS

TROLLEY DRIVE GENERAL ARRANGEMENT

TRASH RAKE GANTRY GUARDS

TRASH RAKE CRANE GANTRY HOIST DETAILS

TRASH RAKE CRANE HOIST ASSEMBLY

JDP-1-3-1/8

JDN-67-36-26

JDN-67-36-25

JDN-67-36-24

JDN-67-36-23

JDN-67-36-22

JDN-67-36-21

JDN-67-36-20

JDN-67-36-18

CONDUIT & GROUNDING - MAIN UNIT BAY 10 - INTAKE DECK EL. 281

CONDUIT & GROUNDING - MAIN UNIT GALLERY BAY 10 - EL. 251

EL. 265 GALLERY & PIER NOSE

ONE LINE DIAGRAM CQO3, CQO5, CQO6, & CQO11

INTAKE TRASH RAKE OPERATING PROCEDURE

POWERHOUSE GENERATOR BAYS PLAN EL. 281.0

GENERATOR BAYS TRANSVERSE SECTIONS

GENERATOR BAYS TRANSVERSE SECTION

INTAKE TRASH RACK GUIDES

POWERHOUSE GENERATOR BAY -MISC. METAL EXTERIOR HANDRAILS

GENERATOR BAYS CONCRETE OUTLINE TRASH RACK BLOCKOUTS

INTAKE DECK PLAN - EL. 281.0 SH. 1

INTAKE TRASH RAKE MISC. DETAILS

INTAKE TRASH RAKE BED & MISC. DETAILS

INTAKE TRASH RAKE FRAME DETAILS

INTAKE TRASH RAKE ASSEMBLY

INTAKE TRASH RAKE OPERATING PROCEDURE

MAIN UNIT INTAKE TRASH RACK LIFTING BEAM

GENERAL ARRANGEMENT - 348 TON GANTRY

JDP-1-6-1J1/8

JDP-1-6-1J1/7

JDP-1-6-1E1/11

JDP-1.1-6-1D21/3

JDP-8-3-2/6

JDP-6-0-0/22

JDP-6-0-0/20

JDP-1-4-0/2

JDP-1-5-1/1

JDP-1-5-0/20

JDP-1-4-4/50

JDP-1-4-4/35

JDP-1-3-2/37

JDP-1-3-2/36

JDP-1-3-2/35

JDP-1-3-2/34

JDP-1-3-2/33

JDP-1-3-2/4

JD-67-0071-1

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G-002SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:41 AM

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NOTES:

U-20

GANTRY CRANE

EXISTING EMERGENCY STS CRANE

CRANE

TRASH RAKE

EXISITNG TRASH RAKE CRANE

BAYS 19-18 FOR DEMOLITION OF

SEE NOTE 3

NEW TRASH RAKE CRANE.

BAYS 20-19 FOR ERECTION OF SEE NOTE 1

OREGON / WASHINGTON STATE LINE,

ROADWAY, SEE NOTE 2

U-19 U-18 U-17 U-16 U-15 U-14 U-13 U-12 U-11 U-10 U-09 U-08 U-07 U-06 U-05 U-04 U-03 U-02 U-01

THE AVAILABILITY OF 30A 480V 3 PHASE POWER SUPPLY.

EMPLOYEE PARKING. COORDINATE WITH THE GOVERNMENT

G-001 FOR CONTRACTOR OFFICES, MATERIAL STORAGE, AND

EMPLOYEE PARKING IS NOT PERMITTED HERE. SEE SHEET

AND JOB BOXES, AND BREAK/MEETING ROOM. CONTRACTOR

STORAGE AND STAGING OF CONSTRUCTION MATERIALS, TOOL

OF NEW CRANE. THIS AREA RESERVED FOR SHORT TERM

3. WORK AREA AT NORTH END OF POWERHOUSE IS FOR ERECTION

BUT MUST BE COORDINATED WITH THE GOVERNMENT.

REMAIN OPEN. TEMPORARY ROAD CLOSURES ARE PERMITTED

2. ROADWAY ACROSS ENTIRE LENGTH OF POWERHOUSE MUST

OREGON. STATE LINE PASSES THROUGH UNIT 15 AS SHOWN.

1. SEE SPECIFICATIONS FOR WAGE RATES IN WASHINGTON AND

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Sheet G-401SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:44 AM

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PHOTO BY GOOGLE

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STAGING AND WORK AREAS

GENERAL PLAN CONTRACTOR

SCALE: NTS

CRANE RAILS

TRASH RAKE

FOR DIVERTED TRAFFIC

AREA TO REMAIN CLEAR

TRASH RAKE CRANE

BAYS 19-18 FOR DEMOLITION OF EXISTING

TRASH RAKE CRANE

BAYS 20-19 FOR ERECTION OF NEW

90'-0"

G-101

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BAY 20 BAY 19 BAY 17BAY 18

TRASH RAKE CRANE RAIL

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EMERGENCY GANTRY CRANE RAIL

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EL 281.00 - PLAN

INTAKE DECK BAYS 17-20

= 1'-0"1/16 SCALE:

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G-402SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:46 AM

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CAB ACCESS LADDER

LOCATION

CONSOLE

CONTROL

PANEL LOCATION

ELECTRICAL LOCATION SEE NOTE 2

COUNTER WEIGHT

CABLE REEL

EXHAUST

TOOL HOIST

23'-8 1/2 "

(41'-8 1/2 ")

(32'-0")

8'-9"

2'-8 1/2 "

1'- 1/8 "

1'-1 3/8 "

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18'-0"

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6'-0"

1'- 1/8 "

23'-3" (20 TON CAPACITY) 10'-0" (15 TON CAPACITY)

MIN CLEARANCE

10"

30'-6" MAX SPAN

DOWNSTREAM RAIL

SEE NOTE 4

BARRIER,

TRAFFIC

SEE NOTE 4

LOCATION

GENERATOR

SEE NOTE 4

LOCATION

GENERATOR

13'-0" MIN ROADWAY CLEARANCE

SEE NOTE 4

WILL BE CONSIDERED DURING DESIGN.

4. DAM FACE IS AT 1:6 SLOPE. SIDE LOADING AS A RESULT OF SLOPE

DECK.

FIXED STRUCTURES ALONG THE LENGTH OF THE INTAKE

B. CLEARANCE BETWEEN TRASH RAKE CRANE AND EXISTNG

EMERGENCY CRANE.

A. CLEARANCES BETWEEN TRASH RAKE CRANE AND

INCLUDES:

MUST BE VERIFIED AFTER INSTALLATION OF NEW CRANE. THIS

3. MINIMUM AND MAXIMUM CLEARANCES SHOWN ON DRAWING

2. COUNTER WEIGHT TO BE SIZED BY CONTRACTOR.

CONTRACTOR.

CONCEPTUAL. FINAL DESIGN / LAYOUT TO BE PROVIDED BY

1. GENERAL LAYOUT AND DESIGN OF CRANE SHOWN IS

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RAIL

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EMERGENCY

CRANE RAIL

OF EMERGENCY

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S H R

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TOP OF RAIL = 281.12

ROADWAY

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SCALE: 1/4" = 1'-0"

SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

UPSTREAM ELEVATION

M-401

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SHEET G-201SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:48 AM

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E-CRANE RAIL, TYP

CLIMBING SAFETY SYSTEM

PROVIDE LADDER

INDICATOR

SPEED

WIND

TOOL HOIST

FOR TOOL HOIST

PROVIDE SAFETY GATE

PROVIDE SAFETY GATES

PROVIDE SAFETY GATE

DECK FROM THE NORTH AND SOUTH SIDE

PROVIDE ACCESS TO MACHINERY

DAM FACE AT1:6 SLOPE

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TO BE BY MANUFACTURER.

1. THIS DRAWING IS A PICTORIAL CONCEPT. ALL DESIGN DETAILS

SCALE: NTS

SOUTH UPSTREAM ISOMETRIC VIEW

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SHEET G-901SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:50 AM

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F L

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UPSTREAM DRUM

DRUM

DOWNSTREAM

SEE NOTE 3

HOIST BRAKE, TYP

UPSTREAM HOIST

DOWNSTREAM &

UPSTREAM HOIST (20 TON)

GEAR REDUCER

DOWNSTREAM HOIST (20 TON)

HOIST MOTOR

S E

E N

O T

DRIVE

TROLLEY

END CONNECTOR, TYP

WIRE ROPE TO DEAD

4. MAINTAIN MINIMUM REQUIRED CLEARANCES PER EM-385.

DESIGN IN ACCORDANCE WITH SPECIFICATIONS.

3. TROLLEY DRIVE SHOWN IS CONCEPTUAL ONLY - CONTRACTOR TO

WALKING SURFACE OF MACHINERY DECK.

2. WHERE POSSIBLE ROUTE CONDUITS AND GREASE LINES BELOW

CRANE.

NATURE AND DOES NOT SHOW ALL DETAILS FOR A COMPLETE

1. MACHINERY DECK LAYOUT ON THIS DRAWING IS CONCEPTUAL IN

J O

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K A

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O R

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M-401

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O N

H Y

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L E

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G-201

A D

V E

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MACHINERY DECK - FRONT ELEVATION

SCALE: NTS

ENCLOSURE NOT SHOWN

MACHINERY DECK ISOMETRIC -

SCALE: NTS

(ENCLOSURE NOT SHOWN)

MACHINERY DECK LAYOUT - PLAN

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

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C A

L E

C O

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IDENTIFICATION

SHEET

D A

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A P

P R

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A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/9 /2

BORDER VERSION UPDATE [09-2012]

M-401SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:52 AM

D R

A W

N B

C H

E C

K E

D B

EXSTINGUISHER

FIRE

SHELF

HMI

HEATER

BASEBOARD

OUTLET

CONVENIENCE

AC UNIT

CONVENIENCE OUTLET

SWING GATE

PLAN

NORTH

WALKWAY

2'-6"

HANDRAIL

WALKWAY

AC UNIT

HMI

HEATER

BASEBOARD

SWIVEL TILT ARM FOR HMI

ADJUSTABLE

CONTROL CONSOLE

2. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.

FINAL DESIGN / LAYOUT TO BE PROVIDED BY CONTRACTOR.

1. GENERAL LAYOUT AND DESIGN OF CRANE CAB IS CONCEPTUAL

NOTES:

J O

H N D

A Y L

O C

K A

N D D

A M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

T L

A N

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E V

E N R

E S P

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

T C

O L

U M

E R

E-401

A N

D E

L E

V A

N E

N L

A R

G E

D P

L A

B O

N A

C K

E R

J D

D -1 .1

E -4

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P L

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E M

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T R

A S

H R

A K

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R A

N E

H D

C M

G T

A B

A C

A E I

C A

B L

A Y

O U

A D

V E

R T

E W

E-501

E-401

SCALE: NTS

ENLARGED PLAN - CAB LAYOUT

SECTION - CAB LAYOUT

SCALE 1-1/2" = 1'- 0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

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P L

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C A

L E

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

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A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/9 /2

BORDER VERSION UPDATE [09-2012]

Sheet E-201SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:54 AM

D R

A W

N B

C H

E C

K E

D B

ENERGIZED

CRANE

START

STOP

EMERGENCY

HORN

STOP

NOTES:

MASTER SWITCH

TROLLEY

MASTER SWITCH

GANTRY

MASTER SWITCH

DOWNSTREAM HOIST

MASTER SWITCH

UPSTREAM HOIST

NORTH

GANTRY

SOUTH

GANTRY

LOWER

HOIST

DOWNSTREAM

RAISE

HOIST

UPSTREAM

RAISE

HOIST

UPSTREAM

LOWER

HOIST

UPSTREAM

OR PRESS E-STOP

CRANE POWER

DO NOTTURN OFF

BRAKE FAILURE -

BRAKE FAILURE

> 85% CAP

HIGH LOAD WARNINGFLOODLIGHTS

OFFON

2'-0"

HORN

D.S.

TROLLEY

U.S.

TROLLEY

NORMAL

FASTSLOW

SPEED

CONTROLS.

PERFORMANCE CHARACTERISTICS OF CAB CONSOLE

6. REFER TO SPECIFICATIONS FOR OPERATING AND

STATION PER APPROVED LOCATION.

5. MOUNT FOOT-OPERATED HORN SWITCH BELOW CONTROL

12 ENCLOSURE.

4. NEW OPERATOR CONTROL STATION MUST HAVE A NEMA

SUBMIT DESIGN FOR OPERATOR CONSOLE FOR APPROVAL.

DEVIATIONS FROM CODE OR FROM THE SPECIFICATIONS.

THIS DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

3. DRAWING IS CONCEPTUAL. OMISSION OF DEVICES FROM

CONDITIONS.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.

FLOODLIGHT CONTROL START PUSHBUTTON

STOP PUSHBUTTON

ACTIVATED)

(ILLUMINATES WHEN

EMERGENCY STOP

PUSHBUTTON

HORN

INDICATION LAMP

CRANE HIGH LOAD

INDICATION LAMP

CRANE ENERGIZED

INDICATION LAMP

CRANE OVERLOAD

INDICATION LAMP

BRAKE FAULT

4 1/2 "

> 100% CAP

OVERLOAD WARNING

HOIST CONTROL ON

INDEPENDENT U.S.

INDICATION LIGHT

INDEPENDENT OPERATION

UPSTREAM HOIST

HOIST CONTROL ON

INDEPENDENT D.S.

INDICATION LIGHT

INDEPENDENT OPERATION

DOWNSTREAM HOIST

SELECTOR SWITCH

SPEED RANGE

(MASTER SWITCH TRIGGER)

INDEPENT CONTROL

DOWNSTREAM HOIST

(MASTER SWITCH TRIGGER)

INDEPENDENT CONTROL

UPSTREAM HOIST

H N D

A Y L

O C

K A

N D D

A M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

T L

A N

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E G

O N

H Y

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O E

L E

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N C

E N

E V

E N R

E S P

R T

L A

N D

O R

E G

O N

P O

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L A

N D D

T R

T C

O L

U M

E-501

B O

N A

C K

E R

O P

E R

A T

O R C

O N

T R

O L S

T A

C O

N T

R O

L S

J D

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A B

A C

A E I

E-401

A D

V E

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OPERATOR CONTROL STATION

SCALE: NTS

SEE NOTE 4

SCALE: NTS

BELOW CONTROL STATION

(PEDAL) SWITCH - LOCATED

HORN FOOT-OPERATED

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

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P L

O T S

C A

L E

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/9 /2

BORDER VERSION UPDATE [09-2012]

SHEET E-501SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:56 AM

D R

A W

N B

C H

E C

K E

D B

VFD

CONTROLLER

BRAKE

VFD

CONTROLLER

BRAKE

VFD

BRAKE

TROLLEY

CONTROLLER

BRAKE

CONTROLLER

BRAKE

BRAKES

GANTRY

VFD

GANTRY

480VAC PANELBOARD

CONTACTOR

MAIN LINE

XFMR

CONTROL

480V-120V

DISCONNECT

UTILITY

NOTES:

UPSTREAM HOIST DOWNSTREAM HOIST

BRAKES

UPSTREAM HOIST

BRAKE

DOWNSTREAM HOIST

GENERATOR

DIESEL

OFF

SPDG

SWITCH

MANUAL TRANSFER

CRANE POWER

CQ06

POWER

SHORE

REEL

CABLE

DISCONNECT

MAIN LINE

BRAKES

STORM

GANTRY

MOTORS PER SPECIFICATION SECTION 41 22 13.18 26.

7. MOTOR SIZES SHOWN ARE FOR REFERENCE ONLY. SIZE

MAY BE LOCATED IN CONTROL ENCLOSURES.

CODE, CIRCUIT BREAKERS FOR MOTION CONTROL CIRCUITS

6. PER CONTRACTOR DESIGN, AND IN ACCORDANCE WITH

ACCORDANCE WITH SPECIFICATIONS.

COMPLETE POWER, LIGHTING, AND CONTROL SYSTEMS IN

5. CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL

CONDITIONS.

4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

SPECIFICATION.

BREAKERS AND CIRCUITS ARE REQUIRED TO MEET THE

3. THE BREAKER/CIRCUIT QUANTITY IS CONCEPTUAL, MORE

DEVIATION FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DEVICES, WIRING, AND OTHER COMPONENTS FROM THIS

2. DRAWING IS CONCEPTUAL, OMISSION OF PROTECTIVE

1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.

(RETAIN)

CB 70A

(RETAIN)

4 AWG

CRANE RECEPTACLE FEEDERS

CQ06-q10

(RETAIN)

(x9, INTAKE DECK)

DISCONNECT/RECEPTACLE (60A)

MANUAL

XFMR CB

CONTROL

HEATERS

MOTOR

HEATER

PANEL

RECEPTACLES

CAB

COOLING

PANEL

LIGHT

CAB

WARNINGS

ALARMS AND

MAIN

PANELBOARD

RECEPTACLES

WALKWAY

GANTRY FRAME

RECEPTACLES

SILLBEAM

RECEPTACLE

CORD REEL

HEATERS

BRAKE FLOODLIGHTS

+2 SPARES

208/120VAC OR 120/240VAC PANELBOARD

CIRCUITS

CONTROL

XFMR

UTILITY

480V-120/240V

J O

H N D

A Y L

O C

K A

N D D

A M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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M Y C

O R

P S O

F E

N G

E E

T L

A N

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E V

E N R

E S P

A B

A C

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

T C

O L

U M

E-601

E L

E D

G R

A M

B O

N A

C K

E R

J D

D -1 .1

E -6

.d g n

R E

P L

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T R

A S

H R

A K

E C

R A

N E

H D

C M

G T

A D

V E

R T

E W

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/9 /2

BORDER VERSION UPDATE [09-2012]

Sheet E-601SHEET NAME:g2hdcdc8 David CoanBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/9/2018 9:20:58 AM

D R

A W

N B

C H

E C

K E

D B

JDD-1

File details come from the government source that posted it.