E1_Dexter_IGC_Reference_Drawings - 1.pdf

PDF 15 MB Posted Aug 12, 2020

Attached to: Dexter Dam 25 Ton Intake Gantry Crane
Solicitation number: W9127N20R0003
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 seeks design, manufacture, delivery, installation, testing, and commissioning of a new 25-ton intake gantry crane at Dexter Dam near Lowell, Oregon. The U.S. Army Corps of Engineers, Portland District, requires replacing the existing 20-ton crane with one that has an increased lifting capacity of 25 tons. In addition to the new crane, the contractor must fabricate and install a replacement lifting beam for the emergency intake gate, replace electrical conductors between the crane and its power receptacles, and modify or reinforce the crane's end stops if necessary. This acquisition will use a best value tradeoff source selection process and provide for full and open competition as a hybrid supply and construction contract.

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Other files

File	Type	Posted
E3_Dexter_IGC_Reference_Drawings-3.pdf	PDF	Aug 12, 2020
E2_Dexter_IGC_Reference_Drawings-2.pdf	PDF	Aug 12, 2020
Attachment D Large Business Letter.pdf	PDF	Aug 11, 2020
Attachment C - Small Business Commitment Doc.docx	DOCX document	Aug 11, 2020
Attachment B - USACE Past Performance Questionnaire.docx	DOCX document	Aug 11, 2020
W9127N20R0003 - Dexter Dam Intake Gantry Crane Solicitation.pdf	PDF	Aug 11, 2020
Attachment A - Offeror Experience.docx	DOCX document	Aug 11, 2020
Attachment D Enclosure 1 - SB Subcontracting Plan.docx	DOCX document	Aug 11, 2020

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PORTLAND DISTRICT

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DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 10:49:05 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: G-001-SHEET

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SITE MAP

NORTH

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PLAN

, 2017. DECEMBER 11, 2017 26JUNEGOOGLE EARTH. SOURCE: "DEXTER DAM." 43°55'26.22"N AND 122°4817.14"W.

SOURCE: "DEXTER DAM." 43°55'26.22"N AND 122°4817.14"W. GOOGLE EARTH. JUNE 26, 2017. DECEMBER 11, 2017

DEXTER, OREGON

SHORELINE DRIVE

P E N

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O A D

POW

ERHOUSE ACCESS ROAD

DEXTER REREGULATING DAM

PROJECT SITE

LOCATION OF

GANTRY CRANE

DEXTER DAM

LOCATION OF

25 TON INTAKE GANTRY CRANE

SCALE: NTS

PROJECT ACCESS

SCALE: NTS

PROJECT LOCATION MAP

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DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 10:25:52 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: G-002-SHEET

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CONTRACT DRAWINGS

GENERAL

TITLE

NO.

SHEET

IDENTIFICATION

SHEET

DRAWING FILE NO.

MECHANICAL

ELECTRICAL

CONTRACT DRAWING INDEX REFERENCE DRAWING INDEX

NO.

ACTION

DRAWING FILE NO. TITLE

VENDOR DRAWINGS

(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

DXD-9-3-1/1

DXD-9-3-1/2

DXD-9-3-1/3

DXD-9-3-1/4

DXD-9-3-1/5

M-101

M-201

M-202

M-401

M-402

NO.

ACTION

DRAWING FILE NO.

VENDOR

DRAWING FILE NO.

USACE

VENDOR TITLE

G-001

G-002

DXD-9-0/1

DXD-9-0/2

M-403

E-501

E-501A

DXD-9-6-0A0/3

DXD-9-6-0A0/6

PROJECT LOCATION AND VICINITY MAP

DRAWING INDEX

MECHANICAL SITE PLAN

DXD-9-3-1/6

REC02-600S0(b)

REC1-300S0-B

REC1-300S0-A

130-62-1-D

130-53-2-D

130-53-1-D

130-52-1-D

130-8-1-D

130-91-1-D

130-90-1-D

130-88-1-D

130-84-1-D

130-59-1-D

130-50-1-D

130-44-1-D

130-37-1-D

130-36-1-D

130-35-1-D

130-33-1-D

130-32-4-D

130-32-3-D

130-32-2-D

130-32-1-D

130-31-1-D

130-29-1-D

130-28-1-D

130-26-1-D

130-21-1-D

130-20-1-D

130-18-1-D

130-13-3-D

130-13-2-D

130-13-1-D

130-2-5-D

130-2-4-D

130-2-3-D

130-2-2-D

130-2-1-D

130-1-1-D

130-1-2-D

130-1-3-D

130-1-4-D

130-9-1-D

NONE

DX-20333-65

DX-20333-64

DX-20333-63

DX-20333-62

DX-20333-61

DX-20333-52

DX-20333-51

DX-20333-50

DX-20333-49

DX-20333-48

DX-20333-45

DX-20333-44

DX-20333-43

DX-20333-42

DX-20333-41

DX-20333-40

DX-20333-39

DX-20333-38

DX-20333-37

DX-20333-36

DX-20333-35

DX-20333-34

DX-20333-33

DX-20333-32

DX-20333-31

DX-20333-30

DX-20333-29

DX-20333-28

DX-20333-27

DX-20333-26

DX-20333-9

DX-20333-8

DX-20333-7

DX-20333-6

DX-20333-5

DX-20333-4

DX-20333-3

DX-20333-2

DX-20333-1

DX-20333-X

LIFTING TECHNOLOGIES

PACECO

REC02-600S0(b) 2-PERSON RATED PERSONNEL PLATFORM

REC1-300S0 SUSPENDED PERSONNEL PLATFORM

20 TON GANTRY CRANE - RAIL CLAMP ASS'Y & DETAILS

20 TON GANTRY CRANE - CONTROL CAB DETAILS

20 TON GANTRY CRANE - CONTROL CAB & PLATFORM

20 TON GANTRY CRANE - WALKWAYS, LADDERS & HANDRAILS

20 TON GANTRY CRANE - MAIN TROLLEY POWER PICK-UP

20 TON GANTRY CRANE - AUX. HOIST BLOCK DETAILS

20 TON GANTRY CRANE - AUX. HOIST DRUM

AUX. TROLLEY WHEEL - AXLE & BEARING HOUSING

20 TON GANTRY CRANE - 10-TON AUX. TROLLEY

20 TON GANTRY CRANE - GANTRY BUMPER ASS'Y & DETAILS

20 TON GANTRY CRANE - 10-TON AUX. TROLLEY COVER

20 TON GANTRY CRANE - 20-TON MAIN TROLLEY COVER

20 TON GANTRY CRANE - TROLLEY DRIVE PINION & GEAR

20 TON GANTRY CRANE - 10-TON AUX. HOIST DRUM GEAR

20 TON GANTRY CRANE - GANTRY DRIVE TRUCK MACHINERY

20 TON GANTRY CRANE - MAIN TROLLEY DRIVE PINION & GEAR

AUX. HOIST SINGLE PILLOW - BLOCK

AUX. HOIST DOUBLE PILLOW - BLOCK

MAIN HOIST SINGLE PILLOW - BLOCK

MAIN HOIST DOUBLE PILLOW - BLOCK

20 TON GANTRY CRANE - MAIN HOIST GEAR & PINION

20 TON GANTRY CRANE - MAIN HOIST BLOCK DETAILS

20 TON GANTRY CRANE - MAIN DRUM

20 TON GANTRY CRANE - MAIN TROLLEY & AXLE

20 TON GANTRY CRANE - MAIN TROLLEY FAB. & MACH'G.

GANTRY - WHEEL & AXLE DETAILS

GANTRY DRIVE & IDLER TRUCKS

GANTRY FRAME SHEET #3 - AUX. TROLLEY GIRDER & LOWER STRUT

GANTRY FRAME SHEET #2 - MAIN TROLLEY GIRDER & LOWER STRUT

GANTRY FRAME SHEET #1 - GANTRY LEG

23 TON GANTRY CRANE - STRESS SHEET NO 4

22 TON GANTRY CRANE - STRESS SHEET NO 3

21 TON GANTRY CRANE - STRESS SHEET NO 2

20 TON GANTRY CRANE - STRESS SHEET NO 1

20 TON GANTRY CRANE

20 TON GANTRY CRANE- GANTRY WHEEL & AXLE ASSEMBLY

20 TON GANTRY CRANE - 20 TON MAIN TROLLEY

20 TON GANTRY CRANE - 10 TON AUXILLIARY TROLLEY

FIELD ERECTION - MATCH MARKS & SHIPPING WEIGHTS - 20 TON GANTRY CRANE

GOVERNMENT DRAWINGS

5.02/1

5.04/2

DX-3-XX/1

DX-3-XX/2

DX-3-XX/3

DX-3-XX/4

DX-3-XX/5

DX-3-XX/6

DX-3-XX/7

DX-3-XX/8

DX-3-XX/9

DX-31-7/3

DX-31-7/4

DX-110-22

DX-112-1

DX-112-2

DX-112-3

DX-112-5

DX-112-22

DX-112-23

DX-112-24

DX-112-51

DX-112-54

DX-112-101

DX-112-105

DX-112-102

DX-112-103

DX-112-106

DX-112-107

DX-112-108

DX-112-109

DX-112-113

DX-112-118

DX-112-119

DX-113-1

DX-113-50

DX-113-51

DX-113-52

DX-113-53

DXF-2-1/1

TRANSVERSE AND LONGITUDINAL SECTION THRU UNIT

INTAKE GATE HOIST

SPILLWAY STOPLOG LIFTING BEAM GENERAL ASSEMBLY

SPILLWAY STOPLOG LIFTING BEAM STANDARD VIEWS OF BEAM ASSEMBLY

SPILLWAY STOPLOG LIFTING BEAM BEAM WELDMENT

SPILLWAY STOPLOG LIFTING BEAM LIFTING ASSEMBLY

SPILLWAY STOPLOG LIFTING BEAM HOOK ASSEMBLY

SPILLWAY STOPLOG LIFTING BEAM HOOK DETAIL

SPILLWAY STOPLOG LIFTING BEAM RELEASE MECHANISM

SPILLWAY STOPLOG LIFTING BEAM GUIDE POST ASSEMBLY AND RELEASE GUIDE EQUIPMENT

SPILLWAY STOPLOG LIFTING BEAM END GUIDE ASSEMBLY

ACCESS ROAD

GENERAL PLAN

NON-OVERFLOW DAM MASONRY AND REINFORCEMENT

SPILLWAY DAM PLAN AND ELEVATIONS

SPILLWAY DAM PIER MASONRY

SPILLWAY DAM-LEFT ABUTMENT PLAN AND SECTIONS

SPILLWAY STOPLOGS TYPE I AND II

SPILLWAY STOPLOGS TYPE III AND IV

SPILLWAY STOPLOGS DETAILS

POWERHOUSE CONCRETE OUTLINE INTAKE SECTIONS

CONCRETE OUTLINE SPILLWAY STOPLOG & WATER SUPPLY BLOCKOUTS

POWERHOUSE-STRUCTURAL STEEL TRASHRACKS AND TRASHRACK GUIDES

POWERHOUSE-STRUCTURAL STEEL TRASHRACK INTAKE BULKHEAD & DRAFT TUBE BULKHEAD LIFTING BEAM

POWERHOUSE-STRUCTURAL STEEL INTAKE BULKHEAD

POWERHOUSE-STRUCTURAL STEEL INTAKE BULKHEAD SEAL DETAILS AND DOGGING DEVICE

INTAKE EMERGENCY GATE ELEVATIONS AND SECTIONS

INTAKE EMERGENCY GATE STRUCTURAL DETAILS

INTAKE EMERGENCY GATE ROLLER DETAILS

INTAKE EMERGENCY GATE LATCHING DEVICE

INTAKE EMERGENCY GATE LIFTING BEAM

POWERHOUSE-STRUCTURAL STEEL 48" FISHWAY WATER SUPPLY CONDUIT BULKHEAD, TRASHRACK AND GUIDES

POWERHOUSE-STRUCTURAL STEEL 48" FISHWAY WATER SUPPLY CONDUIT LIFTING BEAM

SPILLWAY 20 TON GANTRY CRANE

ELECTRICAL LIGHTING AND POWER & CONT5ROL CONDUITS NON-OVERFLOR STATIONS 2+00 TO 3+51

ELECTRICAL LIGHTING AND POWER & CONTROL CONDUITS SPILLWAY-STATIONS 3+51 TO 4+80

ELECTRICAL LIGHTING AND POWER & CONTROL CONDUITS SPILLWAY-STATIONS 4+80 TO6+20

POWERHOUSE ELECTRICAL LIGHTING AND POWER & CONTROL CONDUITS SPILLWAY-STATIONS 6+20 TO 7+09

POWERHOUSE EMERGENCY BULKHEAD [FISHWAY]

GANTRY CRANE SECTIONS

GANTRY CRANE ELEVATION

M-501 DXD-9-3-1/7

HOIST MACHINERY LAYOUT

DRIVE MACHINERY LAYOUT

OPERATOR CAB LAYOUT

3 G-003 DXD-9-0/3 PROJECT SITE MAP

DXD-9-6-0A0/514

OPERATOR CHAIR ARRANGEMENT

5 NONE GENERAL NOTES AND LEGEND

5 DX-112-112 INTAKE EMERGENCY GATE SEAL PLATE & GUIDE DETAILS

INTAKE EMERGENCY GATE LIFTING BEAM DETAIL

DXD-9-6-0A0/715

E-601 DXD-9-6-0A0/5 ONE-LINE DIAGRAM16

RADIO CONTROL ARRANGEMENT

E-502 RADIO CONTROL ARRANGEMENT

10 M-403A DXD-9-3-1/8 OPERATOR CAB LAYOUT

PORTLAND DISTRICT

D X

D X .X

X X G -0

X X .d g n

AIR CIRCUIT BREAKER

DISCONNECT SWITCH

POWER TRANSFORMER (ONE LINE DIAGRAM)

CONTACTS (NORMALLY CLOSED)

CONTACTS (NORMALLY OPEN)

EQUIPMENT ENCLOSURE

GRAPHIC SYMBOLS LEGEND

WIRE CONNECTED

WIRE CROSSING (NOT CONNECTED)

BRAKE

VFD VARIABLE FREQUENCY DRIVE

MOTOR

ABBREVIATIONS

L C

VARIABLE FREQUENCY DRIVEVFD

VOLTS DIRECT CURRENTVDC

VOLTS ALTERNATING CURRENTVAC

TYPICALTYP

NOT TO SCALENTS

HORSE POWERHP

CONSTRUCTION JOINTCJ

CENTER LINE

BRAKEB

SECTION SYMBOLS

G-002

SECTION

WIRE LABELING EXAMPLE

DESIGNATION

SOURCE EQUIP.

IF USED

CUBICLE NO.

BRANCH CKTS.

OR BLANK FOR

DESIGNATION

UTILIZATION EQ.

EQUIPMET

THE UTILIZATION

CIRCUIT NO. TO

SB1()-e1-SU1()

VOLTAGE OR USAGE CODE

CUBICLE NO. IF USED

CIRCUIT DESIGNATIONS

u = INSTRUMENTATION s = SPARE r = 120 OR 208VAC q = 480VAC h = 120V PREFERRED AC f = 250VDC e = 125VDC c = CONTROL

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

H D

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ONLY AS NECESSARY AND AS APPROVED.

SOUTH CONTRACTOR AREA IS FOR LIMITED, TEMPORARY USE 5.

GOVERNMENT.

OFFICE, OFFLOADING, STORAGE AND PARKING WITH THE

COORDINATE TEMPORARY AND LONG TERM SPACE NEEDS FOR 4.

CREST ROADWAY.

MINIMIZE RESTRICTION AND CLOSURE OF INTAKE AND SPILLWAY 3.

CLOSURE OF DAM ACCESS FROM THE NORTH.

OBTAIN PRIOR GOVERNMENT APPROVAL OF ANY RESTRICTION OR 2.

AND LOADS.

ROAD. GOVERNMENT MAY LIMIT FREQUENCY OF USE, SPEEDS,

OBSERVE USE RESTRICTIONS ON DAM EMBANKMENT ACCESS 1.

NOTES:

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DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 10:29:06 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: G-001-SHEET

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BORDER VERSION UPDATE [09-2012]

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IDENTIFICATION

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SCALE: NTS

SITE MAP

SOURCE: "DEXTER DAM." 43°55'06.60"N AND 122°48'44.88"W. GOOGLE EARTH. JUNE 26, 2017. APRIL 9, 2018, 2017. APRIL 9, 2018 26JUNEGOOGLE EARTH. SOURCE: "DEXTER DAM." 43°55'26.22"N AND 122°48'17.14"W.

SOURCE: "DEXTER DAM." 43°55'27.21"N AND 122°48'18.74"W. GOOGLE EARTH. JUNE 26, 2017. APRIL 9, 2018

SCALE: NTS

NORTH CONTRACTOR AREA

SOUTH CONTRACTOR AREA

NORTH CONTRACTOR AREA

P O

W E R

H O

U S E A

C C E S S R

O A D

GANTRY CRANE

POWERHOUSE

SPILLWAY

S E

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S P

L W

A Y C

R E S

T R

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D W

A Y

SHORELINE DRIVE

FLOW

S E E N

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D A

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C C E S S R

O A

S E E N

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D A

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M B A N

K M

E N T A

C C E S S R

O A D

POWERHOUSE

SPILLWAY

SEE NOTE 3

ROADWAY

SPILLWAY CREST

DAM EMBANKMENT

NORTH CONTRACTOR AREA

SHORELINE DRIVE

POW

ERHOUSE ACCESS ROAD

SCALE: NTS

SEE NOTE 5

SOUTH CONTRACTOR AREA

G-003

O J E

C T S

E M

X D -9 -0 /1

H D

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D X .X

X X M

-1

X X

X .d g n

8.2 KIPSA

INTAKE TRASHRACK

MARK DESCRIPTION

SEAL FRICTION

SILT LOAD/

PICK LOAD

TOTAL

DEAD LOAD*

37.1 KIPS

29.9 KIPS

0.7 KIPS

3.2 KIPS

45.3 KIPS

33.1 KIPS

11.0 KIPS

OVERALL RAIL LENGTH

508'-0"

" = 1'-0"32

1SCALE:

32' 64'16'

KEY PLAN

SLOT

FISHWAYCL

SLOTS

INTAKECL

SLOTS

INTAKECL

PLAN ON THIS SHEET

SEE GANTRY CRANE

GANTRY CRANE PLAN

8'4'2'0

" = 1'-0"4

1SCALE:

POWERHOUSE

SPILLWAY STOPLOG

B INTAKE EMERGENCY GATE

INTAKE BULKHEAD

0.2 KIPS

1.5 KIPS

FISHWAY TRASHRACK

6 @ 52'-6" = 315'-0"

A A A A A A A

B B

C C

D D

7.7 KIPS 9.2 KIPS

6.1 KIPS 6.3 KIPS

TRASHRACKS

INTAKECL

BULKHEADS

INTAKECL

GATE

EMERGENCY

INTAKECL

35'-4"23'-4"40'-10"

BAYCL

RAIL

D/SCL

RAIL

U/SCL

169'-0"24'-0"

F L

O W

F L

O W

SLOT

STOPLOG

SPILLWAYCL

BAY #1

SPILLWAYCL

25.1 KIPS 2.4 KIPS 27.5 KIPS

F < 10 KIPSSPILLWAY MACHINERY N/A< 10 KIPS

FFFFFFFF

AREA, TYP

MACHINERY PICK

SPILLWAY GATE

TRAVEL

D/S HOOK

TRAVEL

U/S HOOK

10'-9"

SLOT

STORAGE

FISHWAYCL

10.3 KIPS

9'-8"

10'-9"

49'-1"

SLOTS

FISHWAY

SEE NOTE 3

END STOPS,

SEE NOTE 3

END STOPS,

GANTRY

TROLLEY

COMPONENT

0-20 FPM

0-10 FPM

0-100 FPM

N/A

CRANE SPEEDS

OPERATION*

NORMAL

CAPACITY

ULTRALIFTCAPACITY

LOAD

RATED

N/A

HOIST 15 FPM

(SEE NOTE 4)

25 TONS

S E

E N

O T

S E

E N

O T

FISHWAY BULKHEAD**

TOTAL PICK LOAD DOES NOT INCLUDE HYDRAULIC PULL DOWN FORCES.**

DEAD LOAD VALUES INCLUDE RESPECTIVE LIFTING BEAMS FOR EACH PICK.*

MICROSPEED CAPABILITY.

COMPONENTS LISTED ARE TO BE VFD CONTROLLED AND HAVE*

CANTILEVERS.

OPERATING IN THE UPSTREAM AND DOWNSTREAM

HOIST CAPACITY TO BE LIMITED TO 10 TONS WHEN 4.

REPLACEMENT OF END STOPS IS AN OPTIONAL ITEM.

END STOPS TO BE EVALUATED AND REPLACED AS NEEDED. 3.

CONTRACTOR.

DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY THE

SITE DIMENSIONS AND FEATURES TAKEN FROM RECORD 2.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT 1.

NOTES:

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:26:24 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-101-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

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N D D

T R

D R

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A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-101

M E

C H

A N

A L S

E P

D -9 -3 -1 /1

R L

A U

B A

D X .X

X X M

-2

X X

X .d g n

SCALE: NTS

ISOMETRIC VIEW

0 2' 4' 6'

" = 1'-0"8

3SCALE:

UPSTREAM CRANE ELEVATION

FLOW

EL. 732.0'

HIGH HOOK

EL. 702.5'

DECK

EL. 706.0'

TOP OF RAIL

EL. 629.0'

LOW HOOK

M-202

BAY 1

SPILLWAYC L

SLOTS

INTAKEC L

CRANE

GANTRYC

S E

E N

O T

SEE NOTE 3

18'-8"

SEE NOTE 9

PLATFORM

CABLE REEL

WALKWAY

MAIN TROLLEY

PLATFORM

TOP OF CAB

CAB PLATFORM

CRANE APPURTENANCES” FOR ADDITIONAL INFORMATION.

SEE SPECIFICATION SECTION 41 01 20.75 26 “STRUCTURAL

OF INTAKE DECK UP TO THE TOP OF CABLE REEL PLATFORM.

THE CRANE AND PROVIDE ACCESS LADDER FROM THE TOP

EXTEND CABLE REEL PLATFORM TOWARDS INTERIOR OF

9. ACCESS LADDER AND LADDER CAGE NOT AS SHOWN.

SHOWN.

8. FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT

TO PREVENT WATER FROM PONDING.

7. SLOPE ROOFS OF CAB AND TROLLEY HOUSE SUFFICIENTLY

STAIRS DESIGN CHANGES AND INSTALL REQUIREMENTS.

"STRUCTURAL CRANE APPURTENANCES" FOR ACCESS

STAIRS. SEE SPECIFICATION SECTION 41 01 20.75 26

ABOVE CAB PLATFORM ELEVATION AS SHOWN. PROVIDE

6. DO NOT PROVIDE ACCESS LADDER AND LADDER CAGES

INSIDE).

(E.G., OUTSIDE GANTRY WHEEL BEARINGS PLUMBED TO THE

PLUMBED TO LOCATIONS THAT ARE READILY ACCESSIBLE

ALL GREASE FITTINGS IN HARD TO REACH PLACES SHALL BE

OPEN GEARING, BEARINGS, COUPLINGS

-GANTRY DRIVE MACHINERY: MOTOR, GEARBOX, BRAKE,

BEARINGS, COUPLINGS

-TROLLEY DRIVE MACHINERY: MOTOR, GEARBOX, BRAKE,

GEARING, BEARINGS, COUPLINGS

-HOIST MACHINERY: MOTOR, GEARBOX, BRAKES, OPEN

COMPONENTS INCLUDING, BUT NOT LIMITED TO:

5. ACCESS SHALL BE PROVIDED TO ALL MACHINERY

4. LADDERS SHALL NOT EXCEED 20 FEET IN LENGTH.

WINDOW SHOWN.

3. NEW CRANE FEATURES SHALL NOT OBSTRUCT CLEARANCE

CONTRACTOR.

DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY THE

2. SITE DIMENSIONS AND FEATURES TAKEN FROM RECORD

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

1. IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT

NOTES:

M A

ACCESS, TYP

FOR TROLLEY

SWING GATE

CABINET

ELECTRICAL

REEL

CABLE

SEE SHEET M-401

MACHINERY LAYOUT,

FOR HOIST

SEE SHEET M-402

MACHINERY LAYOUT,

FOR TROLLEY DRIVE

BOTH SIDES

WINDOW, TYP

SLIDING

ASCE RAIL

EXISTING 85#

LADDER

AT TOP OF

SWING GATE

BRAKE

STORM

GANTRY

SHEET M-402

LAYOUT, SEE

DRIVE MACHINERY

FOR GANTRY

SEE NOTE 4

LADDER,

GUARDED

SHALL BE FULLY

GANTRY TRUCKS

SEE SHEET M-403

FOR CAB LAYOUT,

SEE SHEET M-401

ACCESS DETAILS,

FOR TROLLEY

DEVICE, TYP

LOWERING

PERSONNEL

SEE NOTE 6

ACCESS LADDER,

66°

WALKWAY ENDS

ON TROLLEY

SWING GATES

GANTRY WHEELBASE

33'-0"

MIN.

10'-6"

SEE NOTE 9

CABLE REEL ACCESS LADDER

DEVICE, TYP

LOWERING

PERSONNEL

J F

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 11:57:25 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-201-SHEET

D E

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n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

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

D R

A W

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U M

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1 2 3 4 5

O N I

N T

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E G

A N

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L A

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T T

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P O

W E

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O U

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A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

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L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-201

N T

R Y C

R A

N E E

L E

V A

N D

X D -9 -3 -1 /2

R L

A U

B A

D X .X

X X M

-2

X X

X .d g n

13'-7 6'-6"1'-5""2

8'-1 "2

5'-3"2

9'-10

SLOT

BULKHEAD

INTAKEC L

RAIL

U/SCL

RAIL

D/SC L

SLOT

TRASHRACK

INTAKEC

RAIL

U/SC

RAIL

D/SC L

SLOT

FISHWAYCL

SLOT

STOPLOG

SPILLWAYC L

GATE

EMERGENCY

INTAKEC

FISHWAY LOCATION

SEE M-101 FOR

FISHWAY SLOTS,

CUTAWAY SHOWING

5'-4

10 TON CAPACITY

12'-0"

25 TON CAPACITY

21'-9"

10 TON CAPACITY

12'-0"

M-201

" = 1'-0"4

1SCALE:

SECTION

M-201

" = 1'-0"4

1SCALE:

SECTION

CLEARANCE

TO DAM FACE

SEE NOTE 3

MAINTENANCE ACCESS,

BASKET FOR SPILLWAY

PERSONNEL LIFTING

FLOW FLOW

GANTRY TRAVEL

VISIBILITY DURING

PROVIDE SOUTH

GLASS DOOR TO

CABINET

ELECTRICAL

SEE NOTE 4

17'-9" 2'-0"

HEATING

CAB COOLING AND

HEAT PUMP FOR

EQUIPPED WITH A

CAB TO BE

8'4'2'08'4'2'0

2'-0"

S E

E N

O T

SEE NOTE 5

LADDER,

" = 1'-0"8

3SCALE:

SECTION

GUIDE

CABLE

REEL

CABLE

EL. 705.5'

TOP OF PARAPET

CURB

EXISTING

0 2' 4' 6'

SEE NOTE 6

HOIST BLOCK,

OVERALL TROLLEY/HOOK TRAVEL

45'-9"

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 7.

FROM SCRAPING ON CONCRETE.

HOIST BLOCK TO HAVE WEAR PADS TO PREVENT BLOCK 6.

LADDERS SHALL NOT EXCEED 20 FEET IN LENGTH.5.

CLEARANCE WINDOW SHOWN.

NEW CRANE FEATURES SHALL NOT OBSTRUCT ROADWAY 4.

GOVERNMENT.

LIFTING SYSTEMS. MANBASKET TO BE PROVIDED BY

REQUIREMENTS OF ASME B30.23-2016 FOR PERSONNEL

GANTRY CRANE SHALL MEET ALL DESIGN AND SAFETY 3.

CONTRACTOR.

DRAWINGS. ALL DIMENSIONS TO BE VERIFIED BY THE

SITE DIMENSIONS AND FEATURES TAKEN FROM RECORD 2.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 8:47:48 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-202-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

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1 2 3 4 5

O N I

N T

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A N

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L A

M E

T T

E R

P O

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R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-202

N T

R Y C

R A

N E S

E C

N S

D X

D -9 -3 -1 /3

R L

A U

B A

D X .X

X X M

-4

X X

X .d g n

MOTOR

HOIST

GEARBOX

GEAR

PINION

DRUM

HOIST

SEE SHEET M-402

MACHINERY LAYOUT,

FOR TROLLEY DRIVE

L TROLLEYC

SCALE: NTS

HOIST MACHINERY ISOMETRIC

0 6" 1' 2'

" = 1'-0"2

1SCALE:1

HOIST MACHINERY LAYOUT

F L

O W

SHEAVE

EQUALIZER

TYP

COUPLING,

TYP

BEARING,

NOTE: GUARDS NOT SHOWN FOR CLARITY

SEE NOTE 4

GUARDING,

MACHINERY

BIRD INTRUSION

PROTECTED AGAINST

ALL OPENINGS TO BE

SCALE: NTS

TROLLEY MACHINERY ACCESS

EYES

EQUIPPED WITH LIFTING

FULLY REMOVABLE AND

TROLLEY COVER TO BE

COUPLING

MOTOR

TYP

SEE NOTE 6,

HOIST BRAKE,

01 20.74 26

SPECIFICATION 41

SEE

PRIMARY ACCESS

HOIST MACHINERY

SEE NOTE

SECONDARY ACCESS

HOIST MACHINERY

CLAMPS, OPEN GEARING, AND ALL LUBRICATION FITTINGS.

COMPONENTS, INCLUDING BUT NOT LIMITED TO ROPE

INSPECTION AND LUBRICATION OF ALL CRITICAL

INSPECTION HATCHES ON ALL COVERS TO ALLOW

PROVIDE REMOVABLE OR HINGED AND FOLDABLE 8.

LENGTH.

GREASE LINES, IF USED, SHALL NOT EXCEED 3 FEET IN 7.

LIFTED LOAD.

NUMBER OF MACHINERY ITEMS BETWEEN BRAKES AND THE

HOIST BRAKES SHALL BE ARRANGED TO MINIMIZE THE 6.

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 5.

THE USE OF OPEN GEARS WHEN PRACTICAL.

MAINTENANCE ACCESS. HOIST MACHINERY SHALL MINIMIZE

GUARDS TO BE EQUIPPED WITH HATCHES FOR

ALL MOVING PARTS AND PINCH POINTS SHALL BE GUARDED. 4.

LIFTING SYSTEMS.

REQUIREMENTS OF ASME B30.23-2016 FOR PERSONNEL

HOIST MACHINERY SHALL MEET ALL DESIGN AND SAFETY 3.

DETAILED MACHINERY LAYOUT.

PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

MACHINERY LAYOUT SHOWN IS FOR ILLUSTRATIVE 2.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT 1.

NOTES:

SEE NOTE 8

MACHINERY ACCESS

TROLLEY DRIVE

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 8:53:32 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-401-SHEET

D E

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A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

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

D R

A W

G N

U M

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1 2 3 4 5

O N I

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A N

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P O

W E

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O U

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A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

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L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-401

D -9 -3 -1 /4

H O

T M

A C

E R

Y L

A Y

A U

B A

D X .X

X X M

-4

X X

X .d g n

GEARBOX

MOTOR

DRIVE

TROLLEY

RAIL

SOUTHCL

RAIL

NORTHC L TROLLEYC

4'-6"4'-6"

WHEEL

GANTRY

NOTE 3

GUARD, SEE

MACHINERY

SCALE: 3" = 1'-0"

3" 6" 9" 12"

DRIVE TRUCK MACHINERY LAYOUT

MOTOR

DRIVE

GANTRY

0 6" 1' 2'

" = 1'-0"2

1SCALE:1

TROLLEY DRIVE MACHINERY LAYOUT

TYP

COUPLING,

TYP

DRIVE GEAR,

GANTRY

SEE SHEET M-401

MACHINERY LAYOUT,

FOR HOIST

TYP

WHEEL,

TROLLEY

BRAKE

MOTOR

BRAKE

MOTOR

LENGTH.

GREASE LINES, IF USED, SHALL NOT EXCEED 3 FEET IN 5.

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 4.

MINIMIZE THE USE OF OPEN GEARS WHEN PRACTICAL.

MACHINERY COMPONENTS. DRIVE MACHINERY SHALL

SIZED AND LOCATED TO ALLOW FOR REMOVAL OF ALL

MAINTENANCE ACCESS. MACHINERY HATCHES SHALL BE

GUARDS TO BE EQUIPPED WITH HATCHES FOR

ALL MOVING PARTS AND PINCH POINTS SHALL BE GUARDED. 3.

DETAILED MACHINERY LAYOUT.

PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

MACHINERY LAYOUT SHOWN IS FOR ILLUSTRATIVE 2.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:07:08 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-402-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

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Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-402

D -9 -3 -1 /5

D R

E M

A C

E R

Y L

A Y

A U

B A

D X .X

X X M

-4

X X

X .d g n

FLOW

SCALE: NTS

OPERATORS CAB ISOMETRIC

ROTATION

CHAIR

360 DEGREE

SWING GATE

GANTRY TRAVEL

VISIBILITY DURING

PROVIDE SOUTH-FACING

FULL GLASS DOOR TO

FLOW

1' 2'0

SCALE:1" = 1'-0"

1' 2'0

SCALE:1" = 1'-0"

OPERATORS CAB FLOORPLAN

1' 2'0

SCALE:1" = 1'-0"

OPERATORS CAB UPSTREAM ELEVATION

HEAT PUMP

OPERATORS CAB UPPER LEVEL PLAN

M A

TYP

SWING GATE,

FLOW

(8'-2")

(5'-8")

GANTRY TRAVEL

SOUTHWARD

MIRROR FOR

HEAT PUMP

(2'-0")

WINDOWS

CEILING

FLOOR TO

ARM

ARTICULATED

HMI ON

GATE

SWING

WINDOWS

GLASS

SLIDING

BUMPERS

CAB

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 6.

WINDOWS MUST HAVE DEFROSTING CAPABILITIES.5.

AND HEATING.

CAB TO BE EQUIPPED WITH A HEAT PUMP FOR CAB COOLING 4.

DIMENSIONS IN PARENTHESES ARE GIVEN FOR REFERENCE.3.

DETAILED MACHINERY LAYOUT.

PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

OPERATORS CAB LAYOUT SHOWN IS FOR ILLUSTRATIVE 2.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT 1.

NOTES:

DISCONNECT

CIRCUIT

MAINLINE MOTION

J F

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:03:00 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-403-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-403

D -9 -3 -1 /6

E R

A T

O R C

A B L

A Y

O U

R L

A U

B A

FLOW

SCALE: NTS

OPERATORS CAB ISOMETRIC

ROTATION

CHAIR

360 DEGREE

SWING GATE

GANTRY TRAVEL

VISIBILITY DURING

PROVIDE SOUTH-FACING

FULL GLASS DOOR TO

FLOW

1' 2'0

SCALE:1" = 1'-0"

1' 2'0

SCALE:1" = 1'-0"

OPERATORS CAB FLOORPLAN

1' 2'0

SCALE:1" = 1'-0"

OPERATORS CAB UPSTREAM ELEVATION

HEAT PUMP

OPERATORS CAB UPPER LEVEL PLAN

M A

TYP

SWING GATE,

FLOW

(8'-2")

(5'-8")

GANTRY TRAVEL

SOUTHWARD

MIRROR FOR

HEAT PUMP

(2'-0")

WINDOWS

CEILING

FLOOR TO

GATE

SWING

WINDOWS

GLASS

SLIDING

BUMPERS

CAB

DISCONNECT

CIRCUIT

MAINLINE MOTION

SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 7.

WINDOWS MUST HAVE DEFROSTING CAPABILITIES.6.

AND HEATING.

CAB TO BE EQUIPPED WITH A HEAT PUMP FOR CAB COOLING 5.

DIMENSIONS IN PARENTHESES ARE GIVEN FOR REFERENCE.4.

DETAILED MACHINERY LAYOUT.

PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

OPERATORS CAB LAYOUT SHOWN IS FOR ILLUSTRATIVE 3.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

2. IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT

THIS DRAWING SUPERSEDES DRAWING M-403.1.

NOTES:

D X

D X .X

X X M

-4

A X

X X .d g n

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:14:12 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-403-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-403A

Y O

U T

O P

E R

A T

O R

S C

A B

D D

P -9 -3 -1 /8

R L

A U

B A

D X .X

X X M

-5

X X

X .d g n

PICKING POINT

BULKHEADC

PICKING POINT

BULKHEADC

4'-9"

PICKING POINT

BULKHEADC

2'-2

PICKING POINT

BULKHEADC

2'-2

4'-9"

BETWEEN GUIDES

20'-2

BEAM

LIFTINGC

0 6" 1' 2'

" = 1'-0"2

1SCALE:1

" = 1'-0"2

1SCALE: 1

VIEW

SCALE: NTS

LIFTING BEAM ISOMETRIC

INTAKE EMERGENCY GATE

LIFTING BEAM PLAN

INTAKE EMERGENCY GATE

50°(APPROX.)

FLOW

F L

O W

LINE, TYP

RELEASE

LATCH

DX-112-106

DX-112-107

DX-112-109

DX-112-112

DX-112-113

INTAKE EMERGENCY GATE ELEVATIONS AND SECTIONS

INTAKE EMERGENCY GATE LATCHING DEVICE

INTAKE EMERGENCY GATE STRUCTURAL DETAILS

FILE NO.

DRAWING

TITLE

REFERENCE DRAWINGS:

TITLE

REFERENCE SPECIFICATIONS:

SECTION NO.

41 01 20.76 NEW LIFTING BEAMS

COUNTERWEIGHT

ENGAGEMENT

LATCH

SEE NOTE 4

VISUAL INDICATION,

LATCH ENGAGEMENT

SEE NOTE 4

VISUAL INDICATION,

LATCH ENGAGEMENT

SEE NOTE 4

VISUAL INDICATION,

LATCH ENGAGEMENT SHOWN.

FOR CLARITY, SOME COMPONENTS OR FEATURES ARE NOT 5.

CLEARLY VISIBLE FROM UPSTREAM AND ABOVE.

ENGAGEMENT ON BOTH LATCHES. INDICATION SHALL BE

LIFTING BEAM SHALL HAVE VISUAL INDICATION OF LATCH 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.

GOVERN.

WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL

IN ANY INSTANCES WHERE DRAWINGS PRESENT A CONFLICT 1.

NOTES:

INTAKE EMERGENCY GATE SEAL PLATE AND GUIDE DETAILS

INTAKE EMERGENCY GATE LIFTING BEAM

O L

G A

T E

H D

C M

G T of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:21:49 AM BY USERNAME: g2hdcevh Untitled Workspace SHEET NAME: M-501-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

M-501

G B

E A

M D

E T

A K

E E

M E

R G

E N

C Y G

A T

E D

X D -9 -3 -1 /7

R L

A U

B A

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 11:07:00 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: E-501-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

D -9 -6 -0

E-501

X .X

X X E -5

X X

X .d g n

SCALE: NTS

CRANE CAB OPERATORS STATION DETAIL

10"

2 "2

5"3"2"

(DO NOT POWER OFF CRANE)

BRAKE FAILURE

2-POSITION SWITCH

RADIO CONTROL ON/OFF

2-POSITION SWITCH

HOIST CONTROL LEFT/RIGHT

2-POSITION SWITCH

TROLLEY CONTROL LEFT/RIGHT

CONTROL POWER ON LAMP

HORN PUSH BUTTON

LEFT

TROLLEY CONTROL

RIGHT RIGHTLEFT

TROLLEY CONTROL

OFFON

HOIST CONTROL

STOP

EMERGENCY

HORN

CONTROL POWER

RADIO

BRAKE FAILURE

1-AXIS CONTROLLER

MAIN HOIST

CONTROLLER

TROLLEY 1-AXIS

CONTROLLER

GANTRY 1-AXIS

1-AXIS CONTROLLER

MAIN HOIST

CONTROLLER

TROLLEY 1-AXIS

CONTROLLER

GANTRY 1-AXIS

HORN PUSH BUTTON

2-POSITION SWITCH

GANTRY CONTROL LEFT/RIGHT

2-POSITION SWITCH

NORMAL/MICRO SPEED CONTROL

GANTRY & TROLLEY

R G

STOP START

ULTRALIFT

NORM

MICRO ULTRA MICRO

ULTRALIFT

NORM

LEFT RIGHT

GANTRY CONTROL HORN

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING HALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS4.

IN ACCORDANCE WITH SPECIFICATIONS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL NEW CHAIR3.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

NOTES:

PUSH BUTTON

EMERGENCY STOP

STOP

EMERGENCY

START

STOP

3-POSITION SWITCH

SPEED CONTROL

MAIN HOIST MICRO/NORMAL/ULTRA

SCALE: NTS

CRANE CAB OPERATORS STATION

O P

E R

A T

O R C

H A

R R

A N

G E

M E

N T

PUSH BUTTON

EMERGENCY STOP

RADIO "ON" LAMP

H D

C M

G T

B O

N A

C K

E R P .E

H D

C D

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 11:01:03 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: E-501-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

E-501A

SCALE: NTS

CRANE CAB OPERATORS STATION DETAIL

10"

2 "2

5"3"2"

(DO NOT POWER OFF CRANE)

BRAKE FAILURE

2-POSITION SWITCH

RADIO CONTROL ON/OFF

2-POSITION SWITCH

HOIST CONTROL LEFT/RIGHT

2-POSITION SWITCH

TROLLEY CONTROL LEFT/RIGHT

CONTROL POWER ON LAMP

HORN PUSH BUTTON

LEFT

TROLLEY CONTROL

RIGHT RIGHTLEFT

TROLLEY CONTROL

OFFON

HOIST CONTROL

STOP

EMERGENCY

HORN

CONTROL POWER

RADIO

BRAKE FAILURE

1-AXIS CONTROLLER

MAIN HOIST

CONTROLLER

TROLLEY 1-AXIS

CONTROLLER

GANTRY 1-AXIS

1-AXIS CONTROLLER

MAIN HOIST

CONTROLLER

TROLLEY 1-AXIS

CONTROLLER

GANTRY 1-AXIS

HORN PUSH BUTTON

2-POSITION SWITCH

GANTRY CONTROL LEFT/RIGHT

2-POSITION SWITCH

NORMAL/MICRO SPEED CONTROL

GANTRY & TROLLEY

R G

STOP START

ULTRALIFT

NORM

MICRO ULTRA MICRO

ULTRALIFT

NORM

LEFT RIGHT

GANTRY CONTROL HORN

PUSH BUTTON

EMERGENCY STOP

STOP

EMERGENCY

START

STOP

3-POSITION SWITCH

SPEED CONTROL

MAIN HOIST MICRO/NORMAL/ULTRA

SCALE: NTS

CRANE CAB OPERATORS STATION

O P

E R

A T

O R C

H A

R R

A N

G E

M E

N T

PUSH BUTTON

EMERGENCY STOP

RADIO "ON" LAMP

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING HALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS4.

IN ACCORDANCE WITH SPECIFICATIONS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL NEW CHAIR3.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.2.

2. FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.

THIS DRAWING SUPERSEDES DRAWING E-501.1.

NOTES:

D X

D X .X

X X E -5

A X

X X .d g n

HORN

LIMIT WARNING

CONTROL SYSTEM

B O

N A

C K

E R P .E

H D

C M

G T

H D

C D

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:32:58 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: E-501-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

D -9 -6 -0

E-502

X .X

X X E -5

X X

X .d g n

R A

O N

T R

O L A

R R

A N

G E

M E

N T

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING HALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS3.

CONTROL IN ACCORDANCE WITH SPECIFICATIONS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL RADIO2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

NOTES:

SWITCH: ON/OFF

POWER KEY

TRANSMITTER

SCALE: NTS

RADIO CONTROL DETAIL

CRANE

SOUTH

GANTRY

NORTH

GANTRY

DOWN

MAIN HOIST

DOWNSTREAM

TROLLEY

UPSTREAM

TROLLEY

FAILURE

HOIST BRAKE

OFF

FLOODLIGHTS

TARE

BKW

ENABLED

MOTION

REMOTEFORWARD

SCREEN SELECT

SPEED

ULTRA

NORM

MICRO

BACK GOFFOFF

BK BK

STARTON

POWER

BOTTON

PUSH

HORN

INDICATION SCREEN

LOAD CELL AND WIND SPEED

E-STOP

BK BK

POWER OFF CRANE

DO NOT

H D

C D

M T

B O

N A

C K

E R P .E

H D

C M

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:28:44 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: E-501-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

D -9 -6 -0

E-502A

O N

T R

O L A

R R

A N

G E

M E

N T

SWITCH: ON/OFF

POWER KEY

TRANSMITTER

SCALE: NTS

RADIO CONTROL DETAIL

CRANE

SOUTH

GANTRY

NORTH

GANTRY

DOWN

MAIN HOIST

DOWNSTREAM

TROLLEY

UPSTREAM

TROLLEY

FAILURE

HOIST BRAKE

OFF

FLOODLIGHTS

TARE

BKW

ENABLED

MOTION

REMOTEFORWARD

SCREEN SELECT

SPEED

ULTRA

NORM

MICRO

BACK GOFFOFF

BK BK

STARTON

POWER

BOTTON

PUSH

HORN

E-STOP

BK BK

POWER OFF CRANE

DO NOT

FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING HALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS

DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS FROM THIS3.

CONTROL IN ACCORDANCE WITH SPECIFICATIONS.

CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL RADIO2.

2. FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.

THIS DRAWING SUPERSEDES E-502.1.

NOTES:

D X

D X .X

X X E -5

A X

X X .d g n

CONTROL SYSTEM LIMITS

POSITION INDICATION

WIND SPEED

LOAD CELL

INDICATION SCREEN

H D

C D

M T

H D

C M

G T

B O

N A

C K

E R P .E

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 7/24/2020 9:35:54 AM BY USERNAME: G2HDCMGT Mike Thompson SHEET NAME: E-601-SHEET

D E

N F

E c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

A D

D \C

A D

W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

BORDER VERSION UPDATE [09-2012]

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 A

T 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

S C

N M

A R

K D

A T

E A

P P

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

PORTLAND DISTRICT

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

D R

A W

G N

U M

B E

1 2 3 4 5

O N I

N T

A K

E G

A N

T R

Y C

R A

N E

L A

M E

T T

E R

P O

W E

R H

O U

S E

A R

M Y C

O R

P S O

F E

N G

E E

R S

D E

X T

E R D

A M A

N D R

E S

E R

V O

S T

E V

E N R

E S P .E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

PORTLAND DISTRICT

D X

D X .X

X X E -6

X X

X .d g n

CONTROLLER

BRAKE

MAIN HOIST

ENCLOSURE

CONTROL

TROLLEY

SPARE

GANTRY

DOWNSTREAM

GANTRY

UPSTREAM

SPARE

VFD VFD

CONTROLLER

BRAKE

CONTROLLER

BRAKE

CONTROLLER

BRAKE

7.5

(SEE NOTE 5 - TYP)

DAM

CRANE

CONTROLLER

BRAKE

CONTACTOR

MAINLINE

CIRCUIT BREAKER

AUXILIARY/CONTROLS

DISCONNECT

MOTION CIRCUIT

MAINLINE/

1.5

SPARE

(SEE NOTE 4)

480 V AC PANELBOARD

PANELBOARD

480 V AC

3 PH

TRANSFORMER

AUXILIARY

480-208Y/120 V

1 PH

TRANSFORMER

CONTROL

480-120 V

BRAKES

STORM

GANTRY SPARE

CABLE REEL

(SEE NOTE 7)

PANELBOARD

120 V AC

NOTE 8

SEE

VFD

NOTE 9

SEE

VFD

NOTE 9

SEE

VFD

EXACT CONFIGURATION TO BE DETERMINED BY MANUFACTURER.

MOTORS AND BRAKES POWERED AND CONTROLLED BY A SINGLE VFD.

GANTRY DRIVE SYSTEM MAY BE CONFIGURED AS TWO SETS OF 9.

DETERMINED BY MANUFACTURER.

CABLE REEL POWER DISTRIBUTION AND CONTROL SYSTEM TO BE 8.

OPERATOR CAB CLIMATE CONTROL, AND CONVENIENCE OUTLETS.

BUT ARE NOT LIMITED TO LIGHTING, EQUIPMENT/CABINET HEATERS,

REQUIRED IN SECTION 41 01 20.73 26. PANELBOARD LOADS INCLUDE

AS A MINIMUM, PROVIDE 120 V AC PANELBOARD CIRCUIT BREAKERS AS 7.

AND OTHER STANDARD ACCESSORIES.

INSIDE OF UPSTREAM PARAPET WALL. PROVIDE CABLE STRAIN RELIEF

CABLE REEL PLUG TO SECOND RECEPTACLE FROM NORTH END ON

PARAPET WALL WITH SWITCH-RATED 60 A RECEPTACLES. CONNECT

REPLACE ALL EXISTING RECEPTACLES ON INSIDE OF UPSTREAM 6.

REQUIREMENTS. REFER TO SECTION 41 01 20.73 26.

LINE REACTORS ONLY IF REQUIRED BY CONTRACTOR DESIGN

MANUFACTURER TO PROVIDE DRIVE ISOLATION TRANSFORMERS OR 5.

CONTROL ENCLOSURE(S).

BREAKERS FOR MOTION CONTROL CIRCUITS MAY BE LOCATED IN

PER CONTRACTOR'S DESIGN AND IN ACCORDANCE WITH CODE, CIRCUIT 4.

CONTROL SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS.

DESIGN AND SUBMIT FOR APPROVAL COMPLETE POWER, LIGHTING, AND 3.

SPECIFICATIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM CODE OR FROM THE

WIRING, AND OTHER COMPONENTS FROM THIS DRAWING SHALL NOT BE

DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE DEVICES, 2.

FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.

NOTES:

EXISTING FEEDER CQ3-q1-GK

EXISTING PANELBOARD CQ3

BETWEEN RECEPTACLES (TYP)

REPLACE FEEDERS IN DAM WALL

SEE NOTE 6

RECEPTACLE (TYP)

CABLE REEL

CONTROLLER

BRAKE

B O

N A

C K

E R P .E

H D

C M

D -9 -6 -0

E-601

O N

E -L

E D

G R

A M

H D

C D

File details come from the government source that posted it. Updated Aug 12, 2020.