John Day STS Crane Contract Drawings.pdf

PDF 17 MB Posted Jul 28, 2020

Attached to: JOHN DAY LOCK & DAM POWERHOUSE SUBMERGED TRAVELING SCREEN (STS), NEW 130 TON GANTRY CRANE
Solicitation number: W9127N20R0005
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation is for the design, manufacture, transport, installation, and field testing of a new 130-ton gantry crane at the John Day Lock and Dam powerhouse in Rufus, Oregon. The new overhead crane will replace the existing 90-ton crane and be capable of lifting various loads and adapting to changing outdoor conditions, with functions including variable speed control, interlocking operating modes, and underwater lifting capabilities. The contractor will also be responsible for safely demolishing the existing crane between August 1-31, 2022. Key constraints include maintaining operational crane coverage at all times, assembling the new crane at the south end of the rails without impeding existing crane use, and maintaining road access across the dam deck during construction and demolition phases. The solicitation will use the FAR Part 15.101-1 Best Value Tradeoff process and provide for full and open competition. The U.S. Army Corps of Engineers District in Portland is the contracting agency, with a performance location of John Day Lock and Dam in Rufus, Oregon.

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Other files

File	Type	Posted
G3_JD-STS_Reference_Dwgs_Vendor.pdf	PDF	Aug 18, 2020
G2_JD-STS_Reference_Dwgs_Government.pdf	PDF	Aug 18, 2020
Attachment A - Offeror Experience Form.docx	DOCX document	Jul 28, 2020
Attachment D - Enclosure 1- Small Business Subcontracting Plan.docx	DOCX document	Jul 28, 2020
Attachment D -Notice To Large Business Letter.pdf	PDF	Jul 28, 2020
John Day STS Crane Full Solicitation and Work Specs.pdf	PDF	Jul 28, 2020
Attachment B - USACE Past Performance Questionnaire Form.docx	DOCX document	Jul 28, 2020
Attachment C - Small Business Commitment Doc.docx	DOCX document	Jul 28, 2020

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REQUIREMENTS AND LOCATIONS WITH THE GOVERNMENT

FLUCTUATE PRIOR TO AWARD. COORDINATE SPACE

SPACE AVAILABLE FOR CONTRACTOR USE IN THIS AREA MAY 1.

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ROADWAY.

DOWNSTREAM OF

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SEE NOTE 1.

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ACCESS ROAD LEADING TO THE

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US ARMY CORPS

NEW 130 TON STS GANTRY CRANE

COLUMBIA RIVER - OREGON & WASHINGTON

JOHN DAY LOCK AND DAM

WASHINGTON

PORTLAND DISTRICT

of Engineers

US Army Corps

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EQUIPMENT ENCLOSURE

GRAPHIC SYMBOLS LEGEND

WIRE CONNECTED

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VARIABLE FREQUENCY DRIVEVFD

VOLTS DIRECT CURRENTVDC

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IDENTIFICATION NUMBER

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SHEET IDENTIFICATION ON WHICH

IDENTIFICATION NUMBER

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SECTION OR DETAIL IS DRAWN

SHEET IDENTIFICATION ON WHICH

DYNAMIC BRAKING RESISTOR

LINE REACTOR

CONTRACT DRAWINGS

GENERAL

TITLE

NO.

SHEET

IDENTIFICATION

SHEET

DRAWING FILE NO.

MECHANICAL

ELECTRICAL

CONTRACT DRAWING INDEX REFERENCE DRAWING INDEX

VENDOR DRAWINGS

JDP-9-3-1/1

JDP-9-3-1/2

JDP-9-3-1/3

JDP-9-3-1/4

JDP-9-3-1/5

M-101

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M-402

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DRAWING FILE NO.

VENDOR

DRAWING FILE NO.

USACE

VENDOR TITLE

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JDP-9-0/2

10 M-403

PROJECT LOCATION AND VICINITY MAP

JDP-9-3-1/69

M-501

JDP-9-3-1/7

HOIST MACHINERY LAYOUT

3 G-003 JDP-9-0/3

M-102

JDP-9-3-1/8

POWERHOUSE DECK PLAN

M-202

JDP-9-3-1/9

M-502

E-501 JDP-9-6-0A0/1

JDP-9-6-0A0/2

JDP-9-6-0A0/3

CRANE RADIO CONTROL DETAIL

DRAWING INDEX, GENERAL NOTES, ABBREVIATIONS, NOMENCLATURE, SYMBOLOGY

1296-16

1295-13

B-155-16

1295-8E

1295-8D

1295-8C

1295-8B

1295-8A

C-137-4

C-138-4

C-163-6A

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1295-12C

1295-12B

1295-12A

1295-11

C-175-3

C-176-3

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90/7 TON CAP'Y GANTRY CRANE LIGHTING RECEPTICLE & WARNING ELECTRICAL SCHEMATIC

TROLLEY CONDUCTORS ASSEMBLY

DIESEL GENERATOR LAYOUT

90/7 TON CAP'Y GANTRY CRANE LIFTING BEAM AUXILIARY HOIST

90/7 TON CAP'Y GANTRY CRANE MAIN HOIST LIFTING BEAM

90/7 TON CAP'Y GANTRY CRANE LIFTING BEAM ASSY - MAIN HOIST

90/7 TON CAP'Y GANTRY CRANE AUX. HOIST LOWER BLOCK ASSY

90/7 TON CAP'Y GANTRY CRANE MAIN HOIST LOWER BLOCK ASSY

90/7 TON CAP'Y GANTRY CRANE AUXILIARY HOIST DRUM DETAIL

DETAILS - LATCH LINE HOIST AND TUGGER HOIST

90/7 TON CAP'Y GANTRY CRANE GANTRY TRUCKS

90/7 TON CAP'Y GANTRY CRANE CONDUIT ARRANGEMENT

90/7 TON CAP'Y GANTRY CRANE OPERATORS CAB - DETAILS

90/7 TON CAP'Y GANTRY CRANE OPERATORS CAB STRUCTURE

90/7 TON CAP'Y GANTRY CRANE OPERATORS CAB LAYOUT

90/7 TON CAP'Y GANTRY CRANE BUMPER STOP

MAIN HOIST DRUM DETAILS

MAIN HOIST GEARCASE

90/7 TON CAP'Y GANTRY CRANE MACHINERY HOUSE DETAILS

90/7 TON CAP'Y GANTRY CRANE MACHINERY HOUSE ASSEMBLY

90/7 TON CAP'Y GANTRY CRANE TROLLEY STRUCTURE DETAILS

90/7 TON CAP'Y GANTRY CRANE TROLLEY STRUCTURE

90/7 TON CAP'Y GANTRY CRANE MID-LEG PLATFORM

90/7 TON CAP'Y GANTRY CRANE GIRDER LANDING & WALKWAYS

90/7 TON CAP'Y GANTRY CRANE LADDER ASSEMBLIES & DETAILS

REDUCER HOUSING

90/7 TON CAP'Y GANTRY CRANE MAIN & AUX HOIST UPPER SHEAVE ASSEM

90/7 TON CAP'Y GANTRY CRANE SILL BEAM ASSEMBLY

90/7 TON CAP'Y GANTRY CRANE ALTERNATE LEG DETAILS

90/7 TON CAP'Y GANTRY CRANE PORTAL TIE

90/7 TON CAP'Y GANTRY CRANE END TIE ASSEMBLIES

90/7 TON CAP'Y GANTRY CRANE GIRDER ASSEMBLY AND DETAILS

90/7 TON CAP'Y GANTRY CRANE LATCH LINE HOIST AND TUBBER HOIST GENERAL ARRANGEMENTS

90/7 TON CAP'Y GANTRY CRANE MAIN HOIST REDUCER

90/7 TON CAP'Y GANTRY CRANE MAIN HOIST GENERAL ARRANGEMENT

90/7 TON CAP'Y GANTRY CRANE GANTRY DRIVE ASSY

90/7 TON CAP'Y GANTRY CRANE TROLLEY DRIVE ASSY

90/7 TON CAP'Y GANTRY CRANE TROLLEY GENERAL DRAWING

90/7 TON CAP'Y GANTRY CRANE GENERAL DRAWING

1 JDP-85-0122-422

JDP-85-0122-404

JDP-85-0122-289

JDP-85-0122-242

JDP-85-0122-241

JDP-85-0122-240

JDP-85-0122-239

JDP-85-0122-238

JDP-85-0122-237

JDP-85-0122-235

JDP-85-0122-230

JDP-85-0122-226

JDP-85-0122-225

JDP-85-0122-224

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JDP-85-0122-211

JDP-85-0122-208

JDP-85-0122-197

JDP-85-0122-182

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JDP-85-0122-180

JDP-85-0122-179

JDP-85-0122-178

JDP-85-0122-154

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JDP-85-0122-152

JDP-85-0122-150

JDP-85-0122-119

JDP-85-0122-118

JDP-85-0122-117

JDP-85-0122-116

JDP-85-0122-115

JDP-85-0122-113

JDP-85-0122-047

JDP-85-0122-045

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JDP-85-0122-010

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JDP-85-0122-008

JDP-85-0122-007

JDP-85-0122-006

JDP-85-0122-005 FULTON

FULTON

1 1

1 LAYOUT DIAGRAM - VBS CLEANER

LAYOUT DIAGRAM - AUX CONTROL

LAYOUT DIAGRAM - GANTRY

LAYOUT DIAGRAM - MAIN HOIST

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JDP-85-0122-296

JDP-85-0122-294

GENERAL ELECTRIC

36D872801-6

36D872801-4

36D872801-2

36D872801-1

REFERENCE DRAWING INDEX

NO.

ACTION

DRAWING FILE NO. TITLE

GOVERNMENT DRAWINGS

G-201

S-104

S-101

S-002

JDP-8-0-0/41

JDP-8-0-0/37

JDP-6-0-0/22

JDP-6-0-0/20

JDP-5.5-3-1/7

JDP-1-5-2/6

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JDP-1-4-4/52

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JDP-1-4-4/39

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JDP-1-4-2/9

JDP-1-4-2/8

JDP-1-4-2/1

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JDP-1.1-5-2/11

JDP-1.1-5-2/10

JDP-1.1-5-2/9

JDP-1.1-5-2/8

JDP-1.1-5-2/7

JDP-1.1-5-2/6

JDP-1.1-5-2/5

JDP-1.1-5-2/4

JDP-1.1-4-4/18

JDP-0-2/1

TRASH RAKE CRANE REPLACEMENT COVERAGE DIAGRAM ELEVATIONS

INTAKE GATE - SECTION NO. 4

INTAKE GATE - SECTION NO. 1

INTAKE GATE - ASSEMBLY & ALIGNMENT

GENERATOR BAYS LOADING DIAGRAM

STATION SERVICE BAY LOADING DIAGRAM

GENERATOR BAYS PLAN EL. 281.0

GENERATOR BAYS TRANSVERSE SECTION

AUXILIARY HOIST LIFTING BEAM

INTAKE BULKHEAD SECTION #5

INTAKE BULKHEAD SECTION #1

INTAKE BULKHEAD ASSEMBLY

INTAKE GATE GUIDES

INTAKE BULKHEAD GUIDES

GENERATOR BAY MISCELLANEOUS METAL HATCH FRAMES AND GRATINGS

MISCELLANEOUS METAL RAIL DETAILS SHEET 1

GENERATOR BAY CONCRETE OUTLINE - INTAKE GATE BLOCKOUTS

GENERATOR BAY CONCRETE OUTLINE - INTAKE BULKHEAD BLOCKOUTS

GENERATOR BAY CONCRETE OUTLINE - INTAKE HEADWALL US ELEVATIONS

GENERATOR BAY CONCRETE OUTLINE - INTAKE DECK PLAN EL. 281.0 SHEET 2

GENERATOR BAY CONCRETE OUTLINE - INTAKE DECK PLAN EL. 281.0 SHEET 1

GENERATOR BAY CONCRETE OUTLINE TRANSVERSE SECTION BAYS 1 THROUGH 10

STATION SERVICE BAY CONCRETE OUTLINE INTAKE DECK PLAN EL. 281.0

ASSEMBLY BAY CONCRETE OUTLINE SECTIONS & DETAILS

ASSEMBLY BAY CONCRETE OUTLINE PLAN EL. 281.0 & VISITOR'S LOBBY

ASSEMBLY BAY CONCRETE OUTLINE TRANSVERSE SECTION

MODIFIED INTAKE GATE SECTION #4

MODIFIED INTAKE GATE SECTION #1

MODIFIED INTAKE GATE ASSEMBLY

CONVERTED INTAKE BULKHEAD - SECTION NO. 5

CONVERTED INTAKE BULKHEAD - SECTION NO. 4

CONVERTED INTAKE BULKHEAD - SECTION NO. 3

CONVERTED INTAKE BULKHEAD - SECTION NO. 2

CONVERTED INTAKE BULKHEAD - SECTION NO. 1

CONVERTED INTAKE BULKHEAD - ASSEMBLY

GENERATOR BAYS CONCRETE OUTLINE - INTAKE DECK PLAN EL. 281.0

VICINITY MAP & PROJECT PLAN

JDF-85-0020_038.pdf

JDF-85-0020_035.pdf

JDF-85-0020_034.pdf

JDF-85-0020_033.pdf

JDF-85-0020_031.pdf

JDF-85-0020_029.pdf

JDF-85-0020_014.pdf

JDF-85-0020_013.pdf

JDF-85-0020_011.pdf

JDF-85-0020_010.pdf

JDF-85-0020_009.pdf

JDF-85-0020_008.pdf

JDF-85-0020_004.pdf

JDF-85-0020_003.pdf

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JDF-85-0020_001.pdf

OIW-5.7-3-4/37

OIW-5.7-3-4/34

OIW-5.7-3-4/33

OIW-5.7-3-4/32

OIW-5.7-3-4/30

OIW-5.7-3-4/28

OIW-5.7-3-4/14

OIW-5.7-3-4/13

OIW-5.7-3-4/11

OIW-5.7-3-4/10

OIW-5.7-3-4/9

OIW-5.7-3-4/8

OIW-5.7-3-4/4

OIW-5.7-3-4/3

OIW-5.7-3-4/2

OIW-5.7-3-4/1 OREGON IRON WORKS

OREGON IRON WORKS

OREGON IRON WORKS SUBMERGED TRAVELING SCREENS SOCKET BEAM & TAG LINE GUIDE

SUBMERGED TRAVELING SCREENS LATCH DETAILS - PHASE II

SUBMERGED TRAVELING SCREENS LATCH ASSEMBLY

SUBMERGED TRAVELING SCREENS SLIDER PARTS & TAG LINE ASSEMBLY

SUBMERGED TRAVELING SCREENS SLIDER

SUBMERGED TRAVELING SCREENS EXTENDING MECHANISM

SUBMERGED TRAVELING SCREENS LOWER BEAM-OUTER - PHASE II

SUBMERGED TRAVELING SCREENS UPPER BEAM-OUTER - PHASE II

SUBMERGED TRAVELING SCREENS SIDE BEAM OUTER-SECTIONS - PHASE II

SUBMERGED TRAVELING SCREENS SIDE BEAM OUTER-BOTTOM HALF - PHASE II

SUBMERGED TRAVELING SCREENS SIDE BEAM OUTER-TOP HALF - PHASE II

SUBMERGED TRAVELING SCREENS OUTER FRAME ASSEMBLY

SUBMERGED TRAVELING SCREENS DRIVE ASSEMBLY DETAILS - PHASE II

SUBMERGED TRAVELING SCREENS DRIVE ASSEMBLY

SUBMERGED TRAVELING SCREENS CABLE ASSEMBLY

SUBMERGED TRAVELING SCREENS ARRANGEMENT - PHASE II

REEL-COH

40-0559-01

60-0180-01

40-0559-01

60-0180-01

GANTRY COLLECTOR SYSTEM ASSEMBLY

GENERAL ARRANGEMENT

16 JDP-9-6-0A0/4

E-601

E-602

CRANE CAB OPERATORS STATION DETAIL

ONE-LINE DIAGRAM

E-502

CRANE COVERAGE DIAGRAM

GANTRY CRANE ELEVATIONS

GANTRY CRANE ISOMETRIC

DRIVE MACHINERY LAYOUTS

AUXILIARY HOIST LIFTING BEAM DETAIL

STS TEST BOX DETAILS

OPERATORS CAB LAYOUT

MAIN HOIST LIFTING BEAM DETAIL

5 REEL-COH40-0559-03 40-0559-03 GANTRY COLLECTOR SYSTEM DETAILS 2

(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

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D R

S T

E V

E N M

AND STS SLOT, TYP.

INTAKE BULKHEAD

GATE SLOT, TYP.

INTAKE EMERGENCY

CRANE RAILS

TRASHRAKE

E-CRANE RAILS

STS CRANE/

SEE NOTE 5

CONDUCTORS,

480V POWER

SEE NOTE 7

SLOTS AND GRATING,

INTAKE BULKHEAD

SEE NOTE 6

GATE REPAIR PIT

SEE NOTE 6

GATE STORAGE PIT

SEE NOTE 7

GRATING,

SLOTS AND

INTAKE GATE

" = 1'-0"32

1SCALE:

32' 64'16'

DECK PLAN

F L

O W

COLLECTOR SYSTEM ASSEMBLY.

SEE VENDOR REFERENCE DRAWING 40-0559-01 FOR 5.

BAYS 17 THROUGH 20 ARE UNUSED SKELETON BAYS.4.

SHEET M-102.

FOR CRANE COVERAGE AND CLEARANCE DIAGRAM, SEE 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

IN ANY INSTANCES WHERE DRAWINGS PRESENT A 1.

NOTES:

GANTRY CRANE.

GRATINGS TO BE HANDLED AND TRANSPORTED BY THE STS

SKELETON BAYS 17-20 INTAKE BULKHEAD AND GATE SLOT

SEE GOVERNMENT REFERENCE DRAWING JDP-1-5-0/13 FOR 7.

CRANE.

TO BE HANDLED AND TRANSPORTED BY THE STS GANTRY

GATE REPAIR PIT COVERS AND GATE STORAGE PIT COVERS

SEE GOVERNMENT REFERENCE DRAWING JDP-1-4-2/9 FOR 6.

BAY 8

90'-0"

BAY 7

90'-0"

BAY 6

90'-0"

BAY 5

90'-0"

BAY 4

90'-0"

BAY 3

90'-0"

BAY 2

90'-0"

BAY 1

90'-0"

SERVICE BAY

79'-0"

ASSEMBLY BAY

90'-0"

TYP.

28'-0"

TYP.

28'-0"

TYP.

17'-0"

SLOTCL

BAY 20

96'-0"

BAY 19

90'-0"

BAY 18

90'-0"

BAY 17

90'-0"

BAY 16

90'-0"

BAY 15

90'-0"

BAY 14

90'-0"

BAY 13

90'-0"

BAY 12

90'-0"

BAY 11

90'-0"

BAY 10

90'-0"

BAY 9

90'-0"

SEE NOTE 4

P .3

M -1

X X

X .d g n

M-101

P O

W E

R H

O U

S E D

E C

K P

L A

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

R T

L A

N D D

T R

U .S

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

A D

V E

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T H A

V E

N U

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T E

P O

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-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

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E R

N E

O N

S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

CRANE COVERAGE DIAGRAM

0 8' 16' 32'

" = 1'-0"16

1SCALE:

CRANE CLEARANCE DIAGRAM

0 4' 8' 16'

" = 1'-0"8

1SCALE:

FLOW

F L

O W

GANTRY

TROLLEY

COMPONENT

N/A

CRANE SPEEDS

CAPACITY

ULTRALIFTCAPACITY

LOAD

RATED

MAIN HOIST

AUX HOIST

130 TONS

15 TONS

OPERATION

NORMAL

3-270 FPM

20 FPM

45 FPM

1-24 FPM

500 LBS 20 FPMLATCH HOIST

N/A

342.5 FT

178.5 FT

ELEVATION

HIGH PIN

RANGE

HEIGHT/

LIFTING

225 FT

16 FT

1836 FT

343.0 FT

0.2-13 FPM

0.3-30 FPM

130 TONS

COLLECTOR SYSTEM ASSEMBLY.

SEE VENDOR REFERENCE DRAWING 40-0559-01 FOR 4.

FOR FULL POWERHOUSE DECK PLAN, SEE SHEET M-101.3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

IN ANY INSTANCES WHERE DRAWINGS PRESENT A 1.

ASSEMBLY BAY

RAIL EXTENSION BEYOND

2'-6"

RAIL SPACING

26'-0"

5'-0"5'-0"

6'-2"4

13'-1"4

6'-8

B/H SLOT

INTAKECL

2'-6"

SLOT

INTAKE B/HCL

GATE SLOT

INTAKE E.CL

AUX HOISTCL

MAIN HOISTCL

U/S RAILCL

GATE SLOT

INTAKE E.CL

TRAVEL

RAIL

D/SCL

MIN. TROLLEY

16'-0"

MAX.

2'-8

MIN.

1'-1

PIT SLOT

GATE STORAGECL

CRANE ENVELOPE

INTAKE TRASHRAKE

TO TRANSFORMER

3'-6"

TO TRANSFORMER OIL

2'-6

CONTAINMENT CURB

1'-8"

MAX.

SEE NOTE 4

J D

P .3

M -1

X X

X .d g n

M-102

C R

A N

E C

O N

V E

R A

G E D

G R

A M

RAIL

D/SCL

PIT SLOT

REPAIR

GATECL

RAIL

U/SCL

STS CRANE

CRANE RAIL

END OF

CRANE RAIL

END OF

BEAMS

LIFTINGCL

17'-9"

PIT NOT USED

GATE STORAGE

DOWNSTREAM

TYP.

SLOT COVER,

")2

(100'-1

TOTAL RAIL LENGTH

1977'-6"

"2 11836'-4

CLEARANCE

(3'-0")

GANTRY TRAVEL

BAY 20

ENVELOPE

CRANE

EMERGENCY

INTAKE

BEAMS

LIFTINGCL

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

R T

L A

N D D

T R

U .S

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

A D

V E

R T

T H A

V E

N U

E S

T E

P O

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L A

N D

O R

-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

M B

E R

N E

O N

S T S G

A N

T R

Y C

R A

E V

E N M

EMERGENCY CRANE

ON INTAKE

ALIGN WITH BUMPERS

CRANE BUMPERS TO

ASSEMBLY

COLLECTOR

FOR DETAILS

BEAM, SEE SHEET M-501

MAIN HOIST LIFTING

SNOW PLOW, TYP.

ANEMOMETER

MAST MOUNTED

SIDE

GUARD ON D/S

PINCH POINT

LOUVER, TYP.

THE BOTTOM OF THE TALLEST PICK ITEM.

LEAST 5 FEET OF CLEARANCE BETWEEN THE DECK AND

MAIN HOIST HIGH PIN ELEVATION INTENDED TO PROVIDE AT 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

FLOW

26'-0"

RAIL

D/SCL

RAIL

U/SCL

34'-2"

10'-0"

23'-8

EL. 281.2'

TOP OF RAIL

RAIL

NORTHCL

RAIL

SOUTHCL

30'-6"

2'-6"

HOIST

MAINCL

HOIST

AUXCL

SOUTH CRANE ELEVATION

0 4' 12'8'

" = 1'-0"16

3SCALE:

NOTE: FACING NORTH NOTE: FACING DOWNSTREAM

UPSTREAM CRANE ELEVATION

0 4' 12'8'

" = 1'-0"16

3SCALE:

EL. 322.0'

COLLECTOR

C L E

A R

A N

C E

MAX.

10"

MIN. CLEARANCE

MAX.

1'-5

MAX.

2'-8

TREAD LENGTH

RAIL SPACING

EL. 342.5'

HIGH PIN

MAIN HOIST

1'-8"

MAX.

-T

O -P

P .3

M -2

X X

X .d g n

M-201

G A

N T

R Y C

R A

N E E

L E

V A

N S

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

N G

F L

A U

B A

C H

F L

A U

B A

R T

L A

N D D

T R

U .S

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

A D

V E

R T

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

M B

E R

N E

O N

S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

BRAKE, TYP.

GANTRY STORM

AIR HOSE REEL

GENERATOR

BACKUP

EMERGENCY

BOX

STS TEST

DETAILS

DRIVE MACHINERY

SHEET M-402 FOR

TRUCK, TYP., SEE

GANTRY DRIVE

TOOL HOIST

WALKWAY LEVEL

PIPING TO TROLLEY

COMPRESSED AIR

M-403 FOR DETAILS

ROOM, SEE SHEET

AND ELECTRICAL

OPERATORS CAB

SYSTEM

CONDUCTOR

FOUR-WIRE

FOR EXISTING

COLLECTOR

MIRRORS

CONVEX

RESITORS

BRAKING

DYNAMIC

MACHINERY DETAILS

M-401 FOR HOIST

TROLLEY, SEE SHEET

RECEIVER

WITH 200 GALLON

AIR COMPRESSOR

RECIPROCATING

ANEMOMETER

MAST MOUNTED

GUARD, TYP.

PINCH POINT

TYP.

HANDLING UNIT,

TROLLEY AIR

SWING GATE

NTSSCALE:

GANTRY CRANE ISOMETRIC

NTSSCALE:

GANTRY CRANE ISOMETRIC

FLOW

FOR ARRANGEMENT.

SNOW PLOWS NOT SHOWN FOR CLARITY, SEE SHEET M-201 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

ENCLOSURE

RIGGER

P .3

M -2

X X

X .d g n

M-202

G A

N T

R Y C

R A

N E I S

O M

E T

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

R T

L A

N D D

T R

U .S

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

A D

V E

R T

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

M B

E R

N E

O N

S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

COVER REQUIREMENTS.

SHOWN FOR CLARITY. SEE SECTION 41 01 20.74 26 FOR

COVERS FOR WIRE ROPE DRUMS AND OPEN GEARING NOT 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

O W

HOIST MACHINERY PLAN

0 1' 2' 3'

" = 1'-0"4

3SCALE:

HOIST MACHINERY ISOMETRIC

SCALE: NTS

AUX HOIST MOTOR

HOIST BRAKE, TYP.

COUPLING AUX HOIST DRUM BEARING, TYP.

BEARING, TYP.

MAIN HOIST DRUM, TYP.

GEAR, TYP.

PINION, TYP.

AUX HOIST GEARBOX

DRUM

AUX HOISTCL

DRUM

AUX HOISTCL

DRUM

MAIN HOISTCL

DRUM

MAIN HOISTCL

7'-6"7'-6"

3'-6"3'-6"

HOIST BRAKE, TYP.MAIN HOIST GEARBOX MAIN HOIST MOTOR

SEE SHEET M-402

MACHINERY LAYOUT,

FOR TROLLEY DRIVE

TROLLEYCL

ASSEMBLY

LATCH HOIST

TRACK

MAINTENANCE HOIST

CURVED MONORAIL

FLOOR HATCH, TYP.

P .3

M -4

X X

X .d g n

M-401

H O

T M

A C

E R

Y L

A Y

O U

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

R T

L A

N D D

T R

U .S

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

A D

V E

R T

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

M B

E R

N E

O N

S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

SECTION 41 01 20.74 26 FOR COVER REQUIREMENTS.

MACHINERY COVERS NOT SHOWN FOR CLARITY. SEE 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

TROLLEY DRIVE MACHINERY ELEVATION

0 1' 2' 3'

" = 1'-0"4

3SCALE:

2'0 1'

" = 1'-0"1SCALE:

GANTRY DRIVE MACHINERY ELEVATION

(15'-3")(15'-3")

RAIL

TROLLEYCL

RAIL

TROLLEYCL TROLLEYCL

SEE SHEET M-401

MACHINERY LAYOUT,

FOR HOIST

TYP.

WHEEL,

TROLLEY

TYP.

COUPLING,

GEARBOX

GANTRY DRIVE

MOTOR

GANTRY DRIVE

MOTOR BRAKE

GANTRY DRIVE

WHEEL, TYP.

GANTRY

COMPONENTS

MAJOR MACHINERY

HATCHES ABOVE

HAVE ACCESS

TROLLEY COVER TO

MOTOR BRAKE, TYP.

TROLLEY DRIVE

MOTOR, TYP.

TROLLEY DRIVE

GEARBOX, TYP.

TROLLEY DRIVE

P .3

M -4

X X

X .d g n

M-402

D R

E M

A C

E R

Y L

A Y

O U

T S

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

R T

L A

N D D

T R

U .S

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

A D

V E

R T

T H A

V E

N U

E S

T E

P O

R T

L A

N D

O R

-1

H D

R E

N G

E E

J O

H N D

A Y L

O C

K A

N D D

A M

C O

L U

M B

E R

N E

O N

S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

CONTROL CONSOLE

OPERATORS CHAIR AND

WINDOW, TYP.

REAR CAB HEAT PUMP

TYP.

WINDOW,

SLIDING

SEE NOTE 5

CRANE MANUALS,

FOR LAPTOP AND

COMPARTMENT

WITH STORAGE

FOLDING DESK

WALL-MOUNTED

SWITCH

DISCONNECT

MAIN-LINE

BARS

CAB BUMPER

BARS

CAB BUMPER

FLOW

TO BE INCLUDED IN CAB LAYOUT SUBMITTAL.

OPERATOR CAB. PROPOSED BACKUP HEATER LOCATION

PROVIDE A BACKUP ELECTRIC SPACE HEATER WITHIN THE 7.

DEVICE USE.

POINT FOR FALL PROTECTION OR PERSONNEL LOWERING

FLOOR HATCH TO BE LOCATED BENEATH ANCHORAGE 6.

RAISED.

COMPONENTS ARE NOT OBSTRUCTED WHEN THE DESK IS

CLEARANCES OF SURROUNDING ELECTRICAL

PROVIDE AND INSTALL FOLDING DESK SUCH THAT NEC 5.

WINDOWS TO DIVERT RUNOFF.

INCLUDE A GUTTER ABOVE THE FRONT OPERATOR CAB 4.

ALL ELECTRICAL ENCLOSURES.

MAINTAIN A MINIMUM OF 36" WORKING SPACE IN FRONT OF 3.

WITH ANY EXISTING STRUCTURES OR EQUIPMENT.

EXISTING GANTRY CRANE RAILS WITHOUT INTERFERENCE

THAT WILL OPERATE ALONG THE ENTIRE LENGTH OF THE

CONTRACTOR'S RESPONSIBILITY TO DESIGN A NEW CRANE

THE DESIGN OF THE NEW STS GANTRY CRANE. IT IS THE

ALL MEASURED CLEARANCES MUST BE CONSIDERED IN

AND THE TRASH RAKE CRANE.

CLEARANCES BETWEEN THE STS GANTRY CRANE C)

ENTIRE LENGTH OF THE INTAKE DECK.

AND THE EXISTING FIXED STRUCTURES ALONG THE

CLEARANCES BETWEEN THE STS GANTRY CRANE B)

REPAIR PIT.

TROLLEY NO. 3 HOIST CENTERED OVER THE GATE

EMERGENCY GANTRY CRANE IS POSITIONED WITH

CRANE AND THE STS GANTRY CRANE WHEN THE

CLEARANCES BETWEEN THE EMERGENCY GANTRY A)

THESE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO:

THE MINIMUM AND MAXIMUM DIMENSIONS SPECIFIED ON

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

SCALE: NTS

OPERATORS CAB ISOMETRICOPERATORS CAB NORTH ELEVATION

0 1' 2' 3'

" = 1'-0"4

3SCALE:

ENVELOPE

NEC CLEARANCE

(10'-8")

(24'-4")

OPERATORS CAB FLOORPLAN

0 1' 2' 3'

" = 1'-0"4

3SCALE:

EQUIPMENT

MISC. ELECTRICAL

ENVELOPE

NEC CLEARANCE

SWITCH

TRANSFER

MANUAL

ENVELOPE

CLEARANCE

NEC

AND BREAKER PANELS

ELECTRICAL EQUIPMENT

SEE NOTE 6

FLOOR HATCH,

P .3

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US Army Corps

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SHEET

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S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

LINE

HOIST

LATCH

TYP.

RUB GUARD,

REPLACEABLE

RIGGING

FOR USE WITH

LIFTING EYE

AUXILIARY

F L

O W

TRAVELING SCREENS.

POINTS FOR GATES, BULKHEADS, OR SUBMERGED

LIFTING POINTS SHALL NOT INTERFERE WITH PICKING

- GATE STORAGE PIT COVERS

- GATE REPAIR PIT COVERS

- INTAKE GATE SLOT GRATING

- INTAKE BULKHEAD SLOT GRATING

TRANSPORT OF:

DESIGNED AND PROVIDED FOR THE HANDLING AND

LIFTING POINTS AND SLINGS (NOT SHOWN) TO BE 7.

ALL WELDED JOINTS SHALL BE SEAL WELDED.6.

PONDING ON ALL HORIZONTAL SURFACES.

LIFTING BEAMS SHALL BE DESIGNED TO PREVENT WATER 5.

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 4.

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

LIFTING BEAM SHALL MEET ALL DESIGN REQUIREMENTS OF 3.

THE CONTRACTOR.

RECORD DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY

LIFTING BEAM DIMENSIONS AND FEATURES TAKEN FROM 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

BEAM

LIFTINGCL

SCALE: NTS

BEAM ISOMETRIC

MAIN HOIST LIFTING

SCALE: 1" = 1'-0"

VIEW

BLOCK

HOIST

MAINCL

BLOCK

HOIST

MAINCL

POINT

PICKINGCL

1' 2'0

SCALE:1" = 1'-0"

BEAM PLAN

MAIN HOIST LIFTING

POINT

PICKINGCL

5'-6"5'-6"

7'-6"7'-6"

")8

(4'-4

")4

(23'-6 "4

OUT-TO-OUT

EYECL

LATCHCL

P .3

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of Engineers

US Army Corps

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N N

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SHEET

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Y C

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D R

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E V

E N M

F L

O W

ALL WELDED JOINTS SHALL BE SEAL WELDED.6.

PONDING ON ALL HORIZONTAL SURFACES.

LIFTING BEAMS SHALL BE DESIGNED TO PREVENT WATER 5.

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 4.

ASME B30.23.

AND SHALL BE CERTIFIED FOR PERSONNEL LIFTING PER

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

LIFTING BEAM SHALL MEET ALL DESIGN REQUIREMENTS OF 3.

THE CONTRACTOR.

RECORD DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY

LIFTING BEAM DIMENSIONS AND FEATURES TAKEN FROM 2.

WILL GOVERN.

CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS

STEEL SLING, TYP.

NEW STAINLESS

FLOW

BEAM

LIFTINGCL

SCALE: NTS

SCALE: 1" = 1'-0"

VIEW

BLOCK

HOIST

AUXCL

BLOCK

HOIST

AUXCL

1' 2'0

SCALE:1" = 1'-0"

POINT

PICKINGCL

11'-2"4

11'-2

3'-6"3'-6"

LIFTING BEAM PLAN

AUXILIARY HOIST

BEAM ISOMETRIC

AUXILIARY HOIST LIFTING

POINT

PICKINGCL

ATTACHMENT

SLING

MAN BASKETCL

ATTACHMENT

SLING

MAN BASKETCL

(4'-0") (4'-0")

P .3

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PORTLAND DISTRICT

of Engineers

US Army Corps

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C K

D B

D E

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S U

B M

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SHEET

D A

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P R

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A R

M Y C

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S T S G

A N

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Y C

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D R

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E V

E N M

CRANE CAB CONTROL PANEL LAYOUT.

4. CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL COMPLETE

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

3. DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS

2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

1. FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.

STOP

EMERGENCY

BKG

BK BK

ALARM RESET ALARM SILENCE

CRANE START

TEST

PILOT LIGHT

CRANE STOP

1-AXIS CONTROLLER

MAIN HOIST

WARNING

TRAVEL

FAILURE

HOIST BRAKE

MOTION ENABLED

CONTROLLER

GANTRY 1-AXIS

PALM SWITCH

EMERGENCY STOP

SCALE: NTS

CRANE CAB OPERATORS STATION DETAIL

OFF

FLOOD LIGHTS

CRANE IF LIT

DEENERGIZE

DO NOT

SELECTED

REMOTE CONTROL

LOWER

MAIN HOIST

RAISE

MAIN HOIST

REMOTELOCAL

NORMAL ULTRALIFT

SOUTH

GANTRY

NORTH

GANTRY

CONTROLLER

TROLLEY 1-AXIS

LAMP

MOTION ENABLED

LOWER

AUX HOIST

RAISE

AUX HOIST

1-AXIS CONTROLLER

AUXILIARY HOIST

CRANE ENERGIZED

UNLATCH

TENSION

SLACK

HOIST LATCH

PUSHBUTTON

ALARM SILENCE

REMOTE SELECTOR

HINGED COVER

PALM SWITCH

EMERGENCY STOP

MAIN HOIST TARE

AUX HOIST TARE

NORMAL BYPASS

LIMIT

MAIN HOIST

LIMIT

AUX HOIST

DOWNSTREAM

TROLLEY

UPSTREAM

TROLLEY

SPEED SELECTOR

MAIN HOIST

STOP

EMERGENCY

HINGED COVER

PALM SWITCH

EMERGENCY STOP

PALM SWITCH

EMERGENCY STOP

TRAVEL LIMIT BYPASS

CRANE COLLISION AND

FAILURE LAMP

HOIST BRAKE

PUSHBUTTON

WARNING

TRAVEL

LAMP

CRANE ENERGIZED

PUSHBUTTON

ALARM RESET

PUSHBUTTON

CRANE START

PUSHBUTTON

CRANE STOP

SWITCH 2-POSITION

MAINTAINED KEY

LIMIT BYPASS

MAIN HOIST UPPER

SWITCH 2-POSITION

MAINTAINED KEY

LIMIT BYPASS

AUX HOIST UPPER

FAILURE LAMP

HOIST BRAKE

3-POSITION

SELECTOR SWITCH

HOIST LATCH

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

2-POSITION

SELECTOR SWITCH

TRAVEL LIMIT BYPASS

CRANE COLLISION AND

PUSHBUTTON

LAMP TEST

FAILURE

HOIST BRAKE

CRANE IF LIT

DEENERGIZE

DO NOT

P .3

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X .d

E-501

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E C

A B O

P E

R A

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PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

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A R

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S U

B M

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SHEET

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P R

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A R

M Y C

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P S O

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S T S G

A N

T R

Y C

R A

H D

R H

D R

S T

E V

E N M

SWITCH WITH CENTER RETURN.

5. HOIST SLACK/UNLATCH SHALL BE A 3-POSITION MOMENTARY

MAINTAINED SWITCHES.

FORWARD/BACK, AND FLOODLIGHTS ON/OFF SHALL BE 2-POSITION

4. POWER ON/OFF, START/OFF, SPEED FAST/SLOW, SCREEN SELECT

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

3. DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS

SPECIFICATIONS.

RADIO CONTROL ARRANGEMENT IN ACCORDANCE WITH

2. CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL CRANE

1. FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.

FAILURE

HOIST BRAKE

OFF

FLOODLIGHTS

TARE

BKW

ENABLED

MOTION

REMOTEFORWARD

SCREEN SELECT

OFF

START

INDICATION SCREEN

LOAD CELL AND WIND SPEED

E-STOP

BACKNORMAL

CRANE WHEN LIT

OR DE-ENERGIZE

DO NOT USE E-STOP

UNLATCH

LOWER

MAIN HOIST

RAISE

MAIN HOIST

LOWER

AUX HOIST

RAISE

AUX HOIST

PUSHBUTTON

HORN

SLACK

HOIST LATCH

ULTRALIFT

MAIN HOIST SPEED

DOWNSTREAM

TROLLEY

UPSTREAM

TROLLEY

SOUTH

GANTRY

NORTH

GANTRY

SCALE: NTS

CRANE RADIO CONTROL DETAIL

SWITCH: ON/OFF

POWER KEY

TRANSMITTER

P .3

E -5

X X

X .d

E-502

A N

E R

A D

O N

T R

O L D

E T

PORTLAND DISTRICT

of Engineers

US Army Corps

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

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C A

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P L

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SHEET

D A

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P R

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A R

M Y C

O R

P S O

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S T S G

A N

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E N M

CONTROLLER

BRAKE

ENCLOSURE

CONTROL

GANTRY

DOWNSTREAM

GANTRY

UPSTREAM

CONTROLLER

BRAKE

CONTROLLER

BRAKE

CONTROLLER

BRAKE

DAM

CONTACTOR

MAINLINE

CIRCUIT BREAKER

AUXILIARY/CONTROLS

DISCONNECT

MOTION CIRCUIT

MAINLINE/

3 PH

TRANSFORMER

AUXILIARY

480-120/240 V

1 PH

TRANSFORMER

CONTROL

480-120 V

CRANE

COLLECTOR SYSTEM

RUNWAY CONDUCTOR AND

NOTE 7

SEE

VFD

NOTE 7

SEE

VFD

BRAKES

STORM

GANTRY

(SEE NOTE 6)

PANELBOARD

208Y/120 V AC

CONTROLLER

BRAKE

CONTROLLER

BRAKE

HOIST

LATCHING

HOIST

MAIN

SWITCH

TRANSFER

MANUAL

GENERATOR SET

DIESEL

BANK

LOAD

VFD VFD VFD

HOIST

AUXILIARY

CONTROLLER

BRAKE

CONTROLLER

BRAKE

VFD

SPARE

RECEPTACLES

WELDING

(SEE NOTE 8)

PANELBOARD

480 VAC

1/4

CONTROLLER

BRAKE

TROLLEY

SPARE

CIRCUIT

FLOODLIGHT

SHORE POWER OFF

GENERATOR

SWITCH

TRANSFER

MANUAL

CRANE

OFF

BANK

LOAD

OIL HEATER

GENERATOR

DIESEL

CHARGER

BATTERY

GENERATOR

DIESEL

COMPRESSOR

AIR

BOX

STS TEST

HEATER

COOLANT

JACKET

GENERATOR

DIESEL

HVAC

HOIST

MONORAIL

SEE NOTE 5 - TYP

(SEE NOTE 9)

SQ02-q1-K1

SQ02 DISTRIBUTION CENTER

TRIP SETTING OF 720 AMPS.

DISTRIBUTION CENTER. SQO2 CIRCUIT BREAKER HAS A

RUNWAY CONDUCTORS ARE FED FROM SQO2 9.

BREAKERS AS REQUIRED IN SECTION 41 01 20.73 26.

AT MINIMUM, PROVIDE 480 VAC PANELBOARD CIRCUIT 8.

BE DESIGNED BY THE CONTRACTOR.

CONTROLLED BY A SINGLE VFD. EXACT CONFIGURATION TO

SETS OF MOTORS AND BRAKES POWERED AND

GANTRY DRIVE SYSTEM MAY BE CONFIGURED AS TWO 7.

CLIMATE CONTROL, AND CONVENIENCE OUTLETS.

LIGHTING, EQUIPMENT/CABINET HEATERS, OPERATOR CAB

PANELBOARD LOADS INCLUDE BUT ARE NOT LIMITED TO

BREAKERS AS REQUIRED IN SECTION 41 01 20.73 26.

AT MINIMUM, PROVIDE 120/240 VAC PANELBOARD CIRCUIT 6.

41 01 20.73.26

CONTRACTOR DESIGN REQUIREMENTS, REFER TO SECTION

TRANSFORMERS OR LINE REACTORS ONLY IF REQUIRED BY

MANUFACTURER TO PROVIDE DRIVE ISOLATION 5.

CIRCUITS MAY BE LOCATED IN CONTROL ENCLOSURE(S).

CODE, CIRCUIT BREAKERS FOR MOTION CONTROL

PER CONTRACTOR'S DESIGN AND IN ACCORDANCE WITH 4.

SPECIFICATIONS.

LIGHTING, AND CONTROL SYSTEMS IN ACCORDANCE WITH

DESIGN AND SUBMIT FOR APPROVAL COMPLETE POWER, 3.

DEVIATIONS FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DEVICES, WIRING, AND OTHER COMPONENTS FROM THIS

DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE 2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

P .3

E -6

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PORTLAND DISTRICT

of Engineers

US Army Corps

S O

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N N

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N B

C K

D B

D E

N E

D B

D E

S C

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A R

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S U

B M

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D B

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C A

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P L

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A T

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SHEET

D A

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P R

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F L

A U

B A

C H

F L

A U

B A

R T

L A

N D D

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

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A N

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O N

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T H A

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A N

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42 F OL

MOTOR

FISH SCREEN

480 V

120 V

750 VA

42 F

42 R

42 F 42 R

43 HJ

JOG

43 HJ

HAND

JOG PB OL

42 F

42 R43 FR

FWD

43 FR

REV

RUN

OFF

42 F

42 R

MOTOR STOPPED

MOTOR RUNNING

START

OFF

REVFWD

MOTOR DIRECTION

OFF

HAND

MOTOR CURRENT

STS TEST BOX

LOCATED IN

AUTO

IN OPERATOR CAB

FROM PANELBOARD

3 PHASE

480 VAC

20 A

42 R

5 HP

CONNECTION)

PLUG (MALE

EXISTING CROUSE-HINDS

RPC117 S04A TO

(FEMALE CONNECTION)

ARK-TROL RECEPTACLE

480 VAC CONNECTION

OVERLOAD RESET

SCALE: NTS

STS TEST STATION CONTROL LAYOUT

PUSHBUTTON

START

LAMP

STOPPED

MOTOR

LAMP

RUNNING

MOTOR

3-POSITION

SELECTOR SWITCH

MOTOR DIRECTION

3-POSITION

SELECTOR SWITCH

HAND-OFF-AUTO

SCALE: NTS

STS BOX SCHEMATIC

NOTE

SEE

METER

CURRENT

MOTOR

DIGITAL

SEE NOTE 4

PUSHBUTTON

OVERLOAD RESET

PLUG

STS TEST

THE OVERLOAD.

PRESSING THE OVERLOAD RESET PUSHBUTTON RESETS

OVERLOAD INSIDE THE STS TEST BOX SUCH THAT

ALIGN THE OVERLOAD RESET PUSHBUTTON WITH THE 4.

LOCATED ON STS SCREENS.

SPECIFICATION 41 01 20.73 26. FISH SCREEN MOTORS ARE

PROVIDE RECEPTACLE AT THE STS TEST STATION PER 3.

DEVIATIONS FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DEVICES, WIRING, AND OTHER COMPONENTS FROM THIS

DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE 2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

P .3

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E S

T B

O X D

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of Engineers

US Army Corps

S O

A T

N N

E N

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N B

C K

D B

D E

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D B

D E

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A R

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T E

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B E

S U

B M

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D B

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C A

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SHEET

D A

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P R

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F L

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B A

JDP1.301_G-001XXX

JDP1.301_G-002XXX

JDP1.301_G-003XXX

JDP1.301_M-101XXX

JDP1.301_M-102XXX

JDP1.301_M-201XXX

JDP1.301_M-202XXX

JDP1.301_M-401XXX

JDP1.301_M-402XXX

JDP1.301_M-403XXX

JDP1.301_M-501XXX

JDP1.301_M-502XXX

JDP1.301_E-501XXX

JDP1.301_E-502XXX

JDP1.301_E-601XXX

JDP1.301_E-602XXX

File details come from the government source that posted it. Updated Jul 29, 2020.