Foster_Bridge_Crane_Rehab_Contract_Drawings.pdf

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SCALE IN MILES

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BRIDGE CRANE REHABILITATION

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PORTLAND DISTRICT

TROLLEY EQUIPMENT - REMOVAL

TROLLEY EQUIPMENT - INSTALL

REHABILITATED MAIN HOIST - INSTALL

REHABILITATED AUXILIARY HOIST - INSTALL

TROLLEY DRIVE EQUIPMENT - REMOVAL

BRIDGE DRIVE EQUIPMENT - REMOVAL

TROLLEY DRIVE EQUIPMENT - INSTALL

BRIDGE DRIVE EQUIPMENT - INSTALL

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DRAWING INDEX

GENERAL

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MECHANICAL DEMOLITION

MECHANICAL INSTALLATION

DRAWING INDEX

CONTRACT DRAWINGS

SHEET NO. TITLE TITLESHEET NO.DRAWING NO. DRAWING NO.

M-102

MD101

ELECTRICAL INSTALLATION

M-101

S-102

SD101

STRUCTURAL DEMOLITION

SD102

ACCESS PLATFORM AND LADDERS - REMOVAL

S-101

STRUCTURAL INSTALLATION

G-101 POWERHOUSE WORK AND STAGING AREAS

G-102

E-101 NEW EQUIPMENT ARRANGEMENT ELECTRICAL

E-201

E-501

E-502

E-503

NEW OPERATOR'S CAB - ELECTRICAL

RADIO CONTROL DETAIL

E-601 NEW ONE LINE DIAGRAM

MD102

MD103

MD104

REHABILITATED CRANE OVERVIEW

CRANE OVERVIEW - REMOVAL

M-104

M-103

M-202

M-201

G-003 DRAWING INDEX - REFERENCE DRAWINGS

S-103

DRAWING INDEX- CONTRACT DRAWINGS

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FSP-1.103-5-0/1

FSP-1.103-5-0/2

FSP-1.103-5-0/3

FSP-1.103-5-0/4

FSP-1.103-5-0/5

FSP-1.103-3-1/1

FSP-1.103-3-1/2

FSP-1.103-3-1/3

FSP-1.103-3-1/4

FSP-1.103-3-1/5

FSP-1.103-3-1/6

FSP-1.103-3-1/7

FSP-1.103-3-1/8

FSP-1.103-3-1/9

FSP-1.103-3-1/10

FSP-1.103-6-9A21/1

FSP-1.103-6-0A40/1

FSP-1.103-6-0A40/2

FSP-1.103-6-0A40/3

FSP-1.103-6-0A40/4

FSP-1.103-6-0A40/5

FSP-1.103-0/1

FSP-1.103-0/2

FSP-1.103-0/3

FSP-1.103-0/4

FSP-1.103-0/5 BRIDGE CRANE - EXISTING ARRANGEMENT

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BRIDGE CRANE WALKWAYS - REMOVAL

NEW BRIDGE CRANE LAYOUT - INSTALL

NEW ACCESS PLATFORM AND LADDERS - INSTALL

OPERATORS CAB - STRUCTURAL

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OPERATOR'S CHAIR DETAILS SHEET 1

OPERATOR'S CHAIR DETAILS SHEET 2

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G-002 SheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:40:46 AM

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REFERENCE DRAWINGS

TITLEDRAWING NO.

TITLEDRAWING NO. TITLEDRAWING NO.

FSP-66-233-9

FSP-66-233-15

FSP-66-233-16

FSP-66-233-17

FSP-66-233-18

FSP-66-233-19

FSP-66-233-20

FSP-66-233-21

FSP-66-233-22

FSP-66-233-23

FSP-66-233-24

FSP-66-233-25

FSP-66-233-26

FSP-66-233-27

FSP-66-233-28

FSP-66-233-29

FSP-66-233-30

FSP-66-233-31

FSP-66-233-32

FSP-66-233-33

FSP-66-233-34

FSP-66-233-35

FSP-66-233-36

FSP-66-233-37

FSP-66-233-38

FSP-66-233-39

FSP-66-233-40

FSP-66-233-41

FSP-66-233-42

FSP-66-233-43

FSP-66-233-44

FSP-66-233-45

FSP-66-233-46

FSP-66-233-47

FSP-66-233-48

FSP-66-233-49

FSP-66-233-50

FSP-66-233-51

FSP-66-233-52

FSP-66-233-53

FSP-66-233-54

FSP-66-233-55

FSP-66-233-56

FSP-66-233-57

FSP-66-233-58

FSP-66-233-59

FSP-66-233-61

FSP-66-233-62

FSP-66-233-63

FSP-66-233-96

FSP-66-233-98

FSP-66-233-99

FSP-66-233-100

FSP-66-233-101

FSP-66-233-102

FSP-66-233-103

FSP-66-233-104

FSP-66-233-105

FSP-66-233-107

FSP-66-233-108

FSP-66-233-109

FSP-66-233-110

FSP-66-233-111

FSP-66-233-112

50/15 TON 34' SPAN POWERHOUSE BRIDGE CRANE

REDUCER SHAFTS

REDUCER OUTBOARD BEARING ASSEMBLY

EQUALIZER SHEAVE PIN - MAIN HOIST

SHEAVE PIN DETAIL - 50 TON BLOCK

HOOK NUT DETAIL - 50 TON BLOCK

TRUNNION DETAIL- 50 TON BLOCK

SPACER DETAIL

END CAP DETAIL - 50 TON BLOCK

MAIN HOIST DRIVE PINION

27" P.D. SHEAVE DETAIL - 1" DIAMETER ROPE

24" P.D. SHEAVE DETAIL - 1" DIAMETER ROPE

12" P.D. SHEAVE DETAIL - 1/2" DIAMETER ROPE

AUXILIARY HOIST DRIVE PINION

FSP-66-233-10

FSP-66-233-11

FSP-66-233-12

FSP-66-233-13

FSP-66-233-14

SHEAVE SPACER DETAIL - 15 TON BLOCK

SHEAVE PIN DETAIL - 15 TON BLOCK

TRUNNION DETAIL - 15 TON BLOCK

HOOK DETAIL - 15 TON BLOCK

13 1/2" P.D. SHEAVE DETAIL - 1/2" DIAMETER ROPE

18" P.D. SHEAVE DETAIL - 1" DIAMETER ROPE

9" P.D. SHEAVE DETAIL - 1/2" DIAMETER ROPE

HOOK NUT DETAIL - 15 TON BLOCK

SHEAVE PIN DETAIL - 15 TON UPPER BLOCK

EQUALIZER SHEAVE PIN - 15 TON UPPER BLOCK

UPPER BLOCK SHEAVE PIN - MAIN HOIST

SPACER DETAIL

24" DIAMETER R.S. WHEEL

15" DIAMETER R.S. WHEEL

SISTER HOOK 50 TON CAP

50 TON BLOCK ASSEMBLY

BLOCK FRAME - 50 TON BLOCK

MAIN HOIST DRUM GEAR

15" WHEEL ASSEMBLY

24" WHEEL ASSEMBLY

AUXILIARY HOIST DRUM GEAR

15 TON BLOCK ASSEMBLY

FRAME DETAIL - 15 TON BLOCK

BRIDGE DRIVE ASSEMBLY - 24" DIAMETER WHEEL

BRIDGE TRUCK DETAILS - 24" DIAMETER WHEEL

BRIDGE AND TROLLEY DRIVE SHAFT DETAILS

TROLLEY RAIL SWEEP & BUMPER DETAIL & ASSEMBLY

2 3/16" PILLOW BLOCK ASSEMBLY

PILLOW BLOCK DETAILS

DRUM BEARING ASSEMBLY

30" P.D. MAIN HOIST DRUM

20" P.D. AUXILIARY HOIST DRUM

TROLLEY DRIVE ASSEMBLY

UPPER BLOCK ASSEMBLY - 15 TON HOIST

50 TON UPPER BLOCK AND EQUALIZER ASSEMBLY

TROLLEY ASSEMBLY

BRIDGE GIRDER DETAIL

C-H BRAKE CONTROL

SCHEMATIC DIAGRAM - SHEET 1

SCHEMATIC DIAGRAM - SHEET 2

GENERAL DIMENSION - SLIP RING

BRIDGE DRIVE SUB BASE

BRIDGE BUMPER ASSEMBLY AND INSTALLATION

TROLLEY DRIVE SUB BASE DETIAL

BEARING PEDISTAL - 15 TON AUXILIARY HOIST REDUCER

OUTBOARD BEARING CAPS - 15 TON AUXILIARY HOIST REDUCER

OIL CASING SEAL RINGS

BEARING SPACERS

MAIN HOIST OIL DRIVE CASING

AUXILIARY HOIST DRIVE OIL CASING

FSP-66-233-113

FSP-66-233-114

HOIST BEARING DETAILS

ELECTRONIC CONTROL SCHEMATIC - 45 VOLTS AIR COOLED

CONDUCTOR GUARD

TROLLEY OPENING GUARDS

LIMIT SWITCH ASSEMBLY - TROLLEY TRAVEL

LIMIT SWITCH ASSEMBLY - BRIDGE TRAVEL

COUPLING GUARD

COLLECTOR MOUNTING

COUPLING GUARD DETAILS

OVERSPEED SWITCH ASSEMBLY - MAIN HOIST

OVERSPEED SWITCH ASSEMBLY - AUXILIARY HOIST

MAIN HOIST COUPLING & LIMIT SWITCH GUARD

AUXILIARY HOIST COUPLING & LIMIT SWITCH GUARD

MASTER SWITCH BRAKET

TROLLEY HANDRAIL DETAILS - SHEET 1

TROLLEY HANDRAIL DETAILS - SHEET 2

BRIDGE BUMPER DETAILS

GIRDER WALKWAY DETAILS - SHEET 1

GIRDER WALKWAY DETAILS - SHEET 2

MISCELLANEOUS DETAILS

LOWER WALKWAY DETAILS - SHEET 1

LOWER WALKWAY DETAILS - SHEET 2

LOWER WALKWAY DETAILS - SHEET 3

LOWER WALKWAY DETAILS - SHEET 4

ELECTRONIC CONTROL SCHEMATIC - 45 VOLTS AIR COOLED

NAME & CAPACITY PLATE LOCATIONS

NAME & CAPACITY PLATE DETAILS

POWERTRAK SUPPORT DETAILS

POWERTRAK ASSEMBLY

BRIDGE HYDRAULIC BRAKE ASSEMBLY

TROLLEY J-BOX #1 DRILLING TEMPLATE

TROLLEY J-BOX #1 ASSEMBLY

TROLLEY J-BOX #2 DRILLING TEMPLATE

TROLLEY J-BOX #2 ASSEMBLY

TROLLEY J-BOX #3 DRILLING TEMPLATE

TROLLEY J-BOX #3 ASSEMBLY

TROLLEY J-BOX #4 DRILLING TEMPLATE

TROLLEY J-BOX #4 ASSEMBLY

FLOOD LIGHT MOUNTING ASSEMBLY

TROLLEY CONDUIT LAYOUT

TROLLEY INTERCONNECTION DIAGRAM

CAB & WALKWAYS CONDUIT LAYOUT

CAB & WALKWAYS INTERCONNECTION DIAGRAM

CONTROL PANEL LAYOUT

BRIDGE & TROLLEY CONTROL

MAIN HOIST CONTROL WIRING DIAGRAM

AUXILIARY HOIST CONTROL WIRING DIAGRAM

GENERAL DIMENSIONS ENCLOSURE BALL BEARING - DOUBLE SHAFT

PENDANT CONTROL STATION LAYOUT

HIGH PRESSURE SELENOID VALVES

HIGH PRESSURE SELENOID VALVES - ENGINEERING DATA

SPACER DETAILS

CONDUIT GUARD DETAIL

ERECTION PLAN

FSP-66-233-118

FSP-66-233-120

FSP-66-233-123

FSP-66-233-124

FSP-66-233-125

FSP-66-233-126

FSP-66-233-127

FSP-66-233-128

FSP-66-233-129

FSP-66-233-130

FSP-66-233-131

FSP-66-233-132

FSP-66-233-133

FSP-66-233-134

FSP-66-233-135

FSP-66-233-136

FSP-66-233-137

FSP-66-233-138

FSP-66-233-139

FSP-66-233-140

FSP-66-233-141

FSP-66-233-142

FSP-66-233-143

FSP-66-233-144

FSP-66-233-144

FSP-66-233-156

FSP-66-233-157

FSP-66-233-159

FSP-66-233-160

FSP-66-233-170

FSP-66-233-171

FSP-66-233-172

FSP-66-233-173

FSP-66-233-174

FSP-66-233-175

FSP-66-233-176

FSP-66-233-177

FSP-66-233-178

FSP-66-233-179

FSP-66-233-180

FSP-66-233-181

FSP-66-233-182

FSP-66-233-183

FSP-66-233-228

FSP-66-233-229

FSP-66-233-230

FSP-66-233-231

FSP-66-233-234

FSP-66-233-237

FSP-66-233-238

FSP-66-233-239

FSP-66-233-246

FSP-66-233-247

FSP-66-233-248

CONTROL CAB ASSEMBLY

CONTROL CAB DETAILS

TROLLEY FRAME MOUNTING PADS DETAIL

TROLLEY FRAME DETAIL

TROLLEY MACHINING DETAIL

PIN AND BEARING HOUSING FOR 24" DIAMETER WHEELS DETIAL

PIN AND BEARING HOUSING FOR 15" DIAMETER WHEELS DETIAL

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GENERAL NOTES:

GENERAL NOTES:

NOT TO SCALE

EL. 525.5, 537.5, & 550.0

TURBINE FLOOR PLAN

AND STORAGE AREA

CONTRATCTOR STAGING

WALKWAY COVER

INSTALLED TEMPORARY

CONTRACTOR PROVIDED AND

ACCESS DOORWAY

CONTRACTOR MAIN

HATCH

ROTOR PEDESTAL

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WALL OF THE POWERHOUSE.

11. CRANE WILL BE PARKED ABOVE CONTRACTOR STAGING AND STORAGE AREA ALONG THE EAST

10. TRAILER STAGING AREA AND SIZE TO BE CORRDINATED WITH AND APPROVED BY THE COR.

MARKED AND MADE ACCESSIBLE.

ITEMS REFERENCED IN THE SPECIFICATIONS SHALL BE PROTECTED, BUT SHALL BE

FLOOR, PER SPECIFICATION 01 11 01.00 28. THE ACCESS HATCHES AND OTHER

9. PROVIDE AND INSTALL CRAFT PAPER AND PLYWOOD TO PROTECT THE POWERHOUSE

HOURS, MONDAY - THURSDAY.

b) NORMAL FOSTER DAM PROJECT WORK HOURS INCLUDE 0630 - 1700

COORDINATED WITH THE PROJECT.

LIMITED TO THE WORK AREA SHOWN/PROVIDED AND THE TIMES SHALL BE

EQUIPMENT WITH INDIVIDUAL WEIGHTS GREATER THAN 200 LBS SHALL BE

a) CRANE REHABILITATION - HOISTING OPERATIONS FOR MATERIALS AND

8. CONTRACTOR OVERHEAD HOISTING:

7. CONTRACTOR MUST SETUP CONTAINMENT FOR AREAS CORPS PERSONNEL ARE NOT ALLOWED.

VEHICLE ACCESS. OVERHEAD PROTECTION SHALL BE APPROVED BY THE GOVERNMENT.

BETWEEN BALCONY FLOOR AND OVERHEARD PROTECTION TO ALLOW GOVERNMENT

PLANKING OR EQUIVALENT PER EM-385-1-1. PROVIDE 10' MINIMUM CLEARANCE

6. OVERHEAD PROTECTION SHALL BE CONSTRUCTED OF STEEL SCAFFOLDING WITH 2"

HEAVY EQUIPMENT.

HATCHES DURING EMERGENCY REPAIRS. THEY SHALL NOT BE OBSTRUCTED WITH

5. THE GOVERNMENT MAY REQUIRE ACCESS THROUGH THE ERECTION BAY FLOOR

FOR ALL HEAVY LIFT AND TRANSPORT EQUIPMENT PRIOR TO USE ON SITE.

4. A LOAD DIAGRAM AND LOAD PLAN IS REQUIRED TO BE SUBMITTED AND APPROVED

HATCH LOCATIONS.

WITHOUT PRIOR APPROVAL FROM THE GOVERNMENT. SEE FIO DRAWINGS FOR FLOOR

3. HEAVY EQUIPMENT SHALL NOT BE PLACED ON THE ERECTION BAY FLOOR HATCHES

2. MAXIMUM LIVE LOAD ON ERECTION BAY FLOOR IS 1000 PSF.

1. SEE GENERAL NOTES ON THIS SHEET.

H. DRAWINGS ARE IN COLOR AND ARE BEST VIEWED WHEN PRINTED IN COLOR.

G. BOLD LINE WEIGHT ON DRAWINGS INDICATES REMOVAL AND NEW/REHABILITATED COMPONENTS.

41 01 20.72 26, & 41 01 20.73 26.

ON DRAWINGS IN THIS DRAWING SET: SPECIFICATION SECTIONS 41 01 20.71 26,

F. THE FOLLOWING SPECIFICATION SECTIONS SHALL BE REFERENCED FOR WORK SHOWN

E. SOME COMPONENTS MAY NOT BE SHOWN TO SCALE.

D. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM CODE OR FROM SPECIFICATIONS.

C. OMISSION OF COMPONENTS OR DETAILS FROM DRAWINGS SHALL NOT BE

B. SOME COMPONENTS AND FEATURES ON DRAWINGS ARE OMITTED FOR CLARITY.

A. THE FOLLOWING NOTES APPLY TO ALL DRAWINGS IN THIS DRAWING SET.

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

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G-101 sheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:41:06 AM

DOWNSTREAM WALL

.S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

G

H D

C M

G T

M

O L

H L E

IS

E R

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

G-102

F S

P .1

G -1

X X

X .d g n

NOT TO SCALE

B R

ID

G E C

R A

N E

E X

IS

T

IN

G A

R R

A N

G E

M E

N T

W

N -1

-R -0

EXISTING ARRANGEMENT

BRIDGE CRANE

F S

P -1 .1

-0 /5

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

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G-102 sheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:41:36 AM

NOTES:

CLARITY.

2. SOME COMPONENTS ARE NOT SHOWN FOR

OR MODIFIED.

1. BOLD INDICATES EQUIPMENT TO BE REMOVED

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

BRIDGE CRANE - PLAN

BRIDGE CRANE - ELEVATION

BRIDGE CRANE - ISOMETRIC

NOT TO SCALE

PLATFORM INCLUDING LADDERS

REMOVE UPSTREAM END TIE

PLATFORM

REMOVE TROLLEY LEVEL

LEVEL PLATFORM

REMOVE TROLLEY

INCLUDING LADDERS

TIE PLATFORM

REMOVE UPSTREAM END

CONTROL CAB

REMOVE

PLATFORM AND GUARDRAIL

MODIFY BRIDGE LEVEL

PLATFORM AND GUARDRAIL

MODIFY BRIDGE LEVEL

ENTRYWAY

REMOVE CAB

PLATFORMS

MODIFY END TIE

GUARDRAILS

REMOVE

WALKTHROUGH LADDER

MODIFY OR REPLACE

WALKTHROUGH LADDER

MODIFY OR REPLACE

PLATFORM AND GUARDRAIL

MODIFY BRIDGE LEVEL

GUARDRAIL AND LADDERS

REMOVE TROLLEY LEVEL

PLATFORM AND GUARDRAIL

MODIFY BRIDGE LEVEL

EL. 565.0'

WALL

PH D/S

WALL

PH U/S

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

SD101

R E

M O

V A

L W

A L

K W

A Y

S F S

P .1

S

D

X X

X .d g n

G

H D

C M

G T

S

D E

M E

A U

X

B R

ID

G E C

R A

N E

W

N -1

-R -0

F S

P -1 .1

-5 -0 /1

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

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D B

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SD101 SheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:41:46 AM

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

NOT TO SCALE

NOTES:

TOP VIEW

EXISTING PLATFORM AND LADDER

FRONT VIEW

EXISTING PLATFORM AND LADDER

SIDE VIEW

EXISTING PLATFORM AND LADDER

ISOMETRIC VIEW

EXISTING PLATFORM AND LADDER

WALL

END

WALL

D/S

FOR VISIBILITY

END WALL REMOVED

AND HAND RAILS

EXISTING ACCESS PLATFORM

MODIFY OR REPLACE

LADDER

EXISTING

MODIFY

LADDER

EXISTING

MODIFY

AND HAND RAILS

EXISTING ACCESS PLATFORM

MODIFY OR REPLACE

AND HAND RAILS

EXISTING ACCESS PLATFORM

MODIFY OR REPLACE

MODIFIED OR REMOVED.

1. BOLD INDICATES EQUIPMENT TO BE

AND HAND RAILS

PLATFORM

EXISTING ACCESS

MODIFY OR REPLACE

PH D/S WALL

KEY PLAN

NOT TO SCALE

N

F L

O W

EL. 565.0'EL. 565.0'

CRANE RAIL CORBEL

DOOR

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

G

H D

C M

G T

S

D E

M E

A U

X

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

SD102

A N

D L

A D

D E

R S

R E

M O

V A

L F S

P .1

S

D

X X

X .D

G N .d g n

A C

C E

S S P

L A

T F

O R

M

W

N -1

-R -0

F S

P -1 .1

-5 -0 /2

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

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IDENTIFICATION

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BORDER VERSION UPDATE [09-2012]

SD102 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:41:57 AM

NEW BRIDGE CRANE - ELEVATION

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

AND SUPPORT BARS

NEW PLATFORM

THROUGH LADDER

REPLACED WALK-

MODIFIED OR

EXTENSION

AND PLATFORM

NEW PLATFORMS

GATE

NEW SAFETY

GATE

NEW SAFETY

AND SUPPORT BARS

NEW PLATFORM

TO CONTROL CAB

MODIFIED ACCESS

GATE

NEW SAFETY

GATE

NEW SAFETY

CAB

NEW CONTROL

TO WALL)

(NO CLOSER THAN 3"

NEW PLATFORM EXTENSION

FOR NEW LIGHTS

ABOVE ACCESS HATCHES

ARREST ANCHOR POINTS

PROVIDE 5000LB FALL

GATE

NEW SAFETY

GUARDRAILS

NEW TROLLEY

7"

30"

15"

30"

30"

24"

GATE

NEW SAFETY

24"

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

NEW BRIDGE CRANE - PLAN

ISOMETRIC VIEW

NEW BRIDGE CRANE

NOT TO SCALE

67"

GUARDRAIL

EXISTING

GUARDRAIL

EXISTING

GUARDRAIL

EXISTING

GUARDRAIL

EXISTING

GUARDRAIL

EXISTING

24"

END WALL

NO CLOSER THAN 30" TO

EDGE OF NEW GUARDRAIL

15"

THROUGH LADDER

REPLACED WALK-

MODIFIED OR

16"

TO GIRDER WALKWAY

NEW LADDER FROM TROLLEY

EXTENSION

GIRDER PLATFORM

NEW GUARDRAIL AND

THAN 30" TO END WALL

PLATFORM EXTENSION NO CLOSER

EXTENSION

GIRDER PLATFORM

NEW GUARDRAIL AND

TO CONTROL CAB

MODIFIED ACCESS

HANDRAILS

NEW REMOVABLE

GATE

NEW SAFETY

CLARITY.

4. SOME COMPONENTS ARE NOT SHOWN FOR

REMVABLE HANDRAILS.

CRANE RAILS AS TO PROTECT THE NEW

REMOVABLE MECHANICAL STOPS ON THE TROLLEY

3. CONTRACTOR TO FURNISH AND INSTALL

MODIFIED OR INSTALLED.

2. BOLD INDICATES EQUIPMENT TO BE

1. SEE GENERAL NOTES ON DRAWING G-101.

30"

7"

30"

NOT TO EXCEED 4"

GAP BETWEEN RAILS

EL. 565.0'

PH U/S WALL

WALL

PH D/S

AND EDGE OF PLATFORM

3" MIN. BETWEEN WALL

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

S-101

IN

S

T A

L L

F S

P .1

S -1

X X

X .d g n

N E

W B

R

ID

G E C

R A

N E L

A Y

O

H D

C M

G T

S

D E

M E

A U

X

D C

L W

N -1

-R -0

F S

P -1 .1

-5 -0 /3

B

A

B

NOT TO SCALE

DETAIL

A

NOT TO SCALE

DETAIL

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

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D B

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S-101 SheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:07 AM

D/S WALL

WALL LADDER

EXISTING

MODIFIED (SHORTENED)

PLATFORM OPENING

NEW COVER FOR

30"

MIN.

30" MIN.

CAB

NEW OPERATORS

ELEVATION

NEW ACCESS PLATFORM

SIDE VIEW

NEW ACCESS PLATFORM

SEE NOTE 1

PLATFORM LADDER

NEW LOWER

PLATFORM SEE NOTE 1

MODIFIED EXISTING

6" MAX.

STEP ACROSS DISTANCE

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

TOP VIEW

NEW ACCESS PLATFORM

ISOMETRIC VIEWS

NEW ACCESS PLATFORM

NOT TO SCALE

30" MIN.

15" 15"

NOTES:

EQUIPMENT.

2. BOLD INDICATES NEW, MODIFIED OR REPLACED

PER SPECIFICATIONS AND THIS DRAWING.

PLATFORM, HATCH COVER AND SLIDE GATE, AS

LADDER SUPPORTS, MODIFIED OR REPLACED

1. CONTRACTOR TO DESIGN AND FURNISH LADDER,

SEE NOTE 1

SLIDE GATE

NEW SAFETY

15"

FOR CLARITY

CORBEL LINE REMOVED

7"

12"

4" HIGH

NEW TOE BOARDS

42"PANEL

GUARD

EXISTING

4" HIGH TOEBOARD

PROVIDE NEW

4" HIGH TOEBOARD

PROVIDE NEW

SWINGS UP

HATCH COVER

SEE NOTE 1

PLATFORM OPENING

NEW HATCH COVER FOR

WALL

END

PH

WALL

END

PH

KEY PLAN

NOT TO SCALE

N

F L

O W

FOR VISIBILITY

END WALL NOT SHOWN

PH D/S WALL

PH D/S WALL

EL. 565.0'

SLIDE

DOOR

CRANE RAIL CORBEL

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

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/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

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A N

D L

A D

D E

R S

S-102

N E

W A

C C

E S

S P

L A

T F

O R

M

IN

S

T A

L L

F S

P .1

S -1

X X

X .d g n

G

H D

C M

G T

S

D E

M E

A U

X

D C

L W

N -1

-R -0

F S

P -1 .1

-5 -0 /4

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

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N E

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S-102 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:18 AM

NOT TO SCALE

1. ENTIRE DRAWING IS NEW EQUIPMENT.

12"

SCALE: 1"= 1'-0"

6" 0 1'

PLAN VIEW

FRONT VIEW

SIDE VIEW

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'

SAFETY GLASS TYP.

HORIZONTAL WINDOWS

NO GLASS TYP. OF

HANDLE

RECESSED

ISOMETRIC VIEW

SAFETY GLASS

FLOOR WINDOW

FLOOR

DISABLED PERSONNEL THROUGH

EMERGENCY HATCH FOR LOWERING

ANCHOR POINT CENTERED ABOVE

PROVIDE 5000lb RATED

OPENING IN ACCESS PLATFORM

ALIGN NEW DOOR WITH EXISTING BRIDGE PLATFORM

LADDER TO

BRIDGE PLATFORM

LADDER TO

42" HIGH

HALF DOOR

WIREWAY

NEW

BOARD

NEW PANEL

WINDOWS

UPPER HORIZONTAL

NO GLASS TYP. OF

FLOOR

FINISHED

90"

28"

14"

10"10"

42"

FLOOR TO CEILING

76" MIN.

45°

HATCH 30" X 30" MIN.

EMERGENCY EGRESS

7"

15"

36 2727

MIN. HEIGHT

DOOR 68"

MIN. WIDTH

DOOR 24"

12"

SCALE: 1"= 1'-0"

6" 0 1'

PLAN VIEW

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

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/0

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D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

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H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

S-103

F S

P .1

S -1

X X

X .d g n

O P

E R

A T

O R

S C

A B

S T

R U

C T

U R

A L

G

H D

C M

G T

M

O L

H L E

IS

E R

W

N -1

-R -0

P -1 .1

-5 -0 /5

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

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R

IP

T

IO

N M

A R

K D

A T

E A

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R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

S-103 SheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:28 AM

BRIDGE CRANE ELEVATION

BRIDGE CRANE PLAN

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

EQUIPMENT

TROLLEY AND

FLOOD LIGHTS

3. SOME EQUIPMENT NOT SHOWN FOR CLARITY.

OR MODIFIED.

2. BOLD INDICATES EQUIPMENT TO BE REMOVED

1. SEE GENERAL NOTES ON DRAWING G-101.

FOR REMOVAL)

(SEE DRAWING SD101

AND GUARDRAIL

GIRDER WALKWAY

FOR REMOVAL)

(SEE DRAWING SD101

UPPER WALKWAY

SD101 FOR REMOVAL)

GUARDRAIL (SEE DRAWING

LOWER WALKWAY

FOR REMOVAL)

(SEE DRAWING SD101

CONTROL CAB

FOR REMOVAL)

(SEE DRAWING SD101

AND GUARDRAIL

GIRDER WALKWAY

REMOVAL

FOR HOIST EQUIPMENT

SEE DRAWING MD102

EQUIPMENT REMOVAL

FOR TROLLEY DRIVE

SEE DRAWING MD103

EQUIPMENT REMOVAL

FOR BRIDGE DRIVE

SEE DRAWING MD104

DOWNSTREAM POWERHOUSE WALL

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

F S

P .1

M D

X X

X .d g n

G

H D

C M

G T

M

O L

H L E

IS

M

O V

A L

MD101

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /1

E X

IS

T

IN

G B

R

ID

G E C

R A

N E A

S S

E M

B L

Y

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

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R

IP

T

IO

N M

A R

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R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

MD101 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:38 AM

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'

PLAN

EXISTING TROLLEY EQUIPMENT

ELEVATION

EXISTING TROLLEY EQUIPMENT

30" MAIN HOIST DRUM

20" AUX HOIST DRUM

PILLOW BLOCK

MH DRUM

BRAKE

EDDY CURRENT

PILLOW BLOCK

AUX DRUM

MOTOR

AUX HOIST

MOTOR

MAIN HOIST

REDUCER

REDUCER

BRAKES

MOTOR

PILLOW BLOCK

MH PINION

UNDER

COUPLING

UNDER

COUPLING

UNDER

COUPLING

DECK PLATES

TROLLEY

OR MODIFIED.

2. BOLD INDICATES EQUIPMENT TO BE REMOVED

1. SEE GENERAL NOTES ON DRAWING G-101.

PINION GEARS

DRUM AND

MAIN HOIST

PINION GEARS

DRUM AND

AUX HOIST

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

F S

P .1

M D

X X

X .d g n

MD102

R E

M O

V A

L

G

H D

C M

G T

M

O L

H L E

IS

E R

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /2

T R

O L L E

Y

E Q

U

IP

M E

N T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

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R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

MD102 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:48 AM

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'

TROLLEY DRIVE ELEVATION

TROLLEY DRIVE PLAN

MOTOR

IMPERIAL 1HP

COUPLER

BRAKE

BRAKE

MOTOR

IMPERIAL 1HP

COUPLINGS

FOR CLARITY

EQUIPMENT REMOVED

TROLLEY DECK AND

RAILS

TROLLEY GUARD

X2 PER WHEEL TYP.

BEARINGS

2. NOT ALL COMPONENTS ARE SHOWN FOR CLARITY.

1. SEE GENERAL NOTES ON DRAWING G-101.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

F S

P .1

M D

X X

X .d g n

MD103

R E

M O

V A

H D

C M

G T

M

O L

H L E

IS

E R

W

N -1

-R -0

F S

P -1 .1

-0

-1 /3

T R

O L L E

Y D

R

IV

E E

Q U

IP

M E

N T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

MD103 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:42:58 AM

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

OR REMOVED.

2. BOLD INDICATES EQUIPMENT TO BE MODIFIED

1. SEE GENERAL NOTES ON DRAWING G-101.

COUPLINGSBEARING BEARINGCOUPLING COUPLING

ELEVATION

BRIDGE DRIVE

PLAN

BRIDGE DRIVE

SUB BASE

BRIDGE DRIVE

SUB BASE

BRIDGE DRIVE

X2 PER WHEEL TYP.

BEARING

BRAKE

BRIDGE DRIVE

MOTOR

BRIDGE DRIVE

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

F S

P .1

M D

X X

X .d

M

O V

A L

G

H D

C M

G T

M

O H

L H

E

IS

E R

D C

L

MD104

W

N -1

-R -0

F S

P -1 .1

-0

-1 /4

B R

ID

G E D

R

IV

E E

Q U

IP

M E

N T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

MD104 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:08 AM

BRIDGE CRANE ELEVATION

BRIDGE CRANE PLAN

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

FLOODLIGHTS

FOR CLARITY.

3. SOME EQUIPMENT NOT SHOWN

OR EQUIPMENT TO BE MODIFIED.

2. BOLD INDICATES NEW EQUIPMENT

1. PLEASE SEE GENERAL NOTES ON DRAWING G-101.

(SEE DRAWING S-101)

GUARDRAIL AND WALKWAY

(SEE DRAWING M-102)

HOIST EQUIPMENT

DRAWING M-103)

EQUIPMENT (SEE

TROLLEY DRIVE

(SEE DRAWING S-101)

LADDERS AND GUARDRAILS

WALKWAYS

(SEE DRAWING S-101)

GUARDRAIL AND WALKWAY

DRAWING M-104)

EQUIPMENT (SEE

BRIDGE DRIVE

AND EQUIPMENT

TROLLEY

FLOODLIGHTS

(SEE DRAWING S-103)

CONTROL CAB

DOWNSTREAM POWERHOUSE WALL

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-101

F S

P .1

M -1

X X

X .d

H D

C M

G T

M

O H

L H

E

IS

E R

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /5

O V

E R

V

IE

W

R E

H A

B

IL

IT

A T

E D C

R A

N E

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

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R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

M-101 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:18 AM

PLAN

NEW TROLLEY EQUIPMENT

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'

ELEVATION

NEW TROLLEY EQUIPMENT

13" BRAKES

MOTOR

MAIN HOIST

MOTOR

AUX HOIST

10" BRAKES

HOIST DRUM

30" MAIN

HOIST DRUM

20" AUX

DECK

MODIFIED TROLLEY

GEAR BOX

AUX HOIST

GEAR BOX

MAIN HOIST

LOWER WALKWAY

CUT OUT TO

62…"

16"

4"

4"

35"

30"

AUXILIARY HOIST EQUIPMENT DETAILS.

EQUIPMENT DETAILS AND M-202 FOR

3. SEE DRAWING M-201 FOR MAIN HOIST

MODIFIED.

BE NEW OR MODIFIED. TROLLEY DECK TO BE

ARE TO BE NEW. MACHINERY BASES ARE TO

BRAKES, GEARBOXES, BEARINGS, AND DRUMS

EQUIPMENT. MOTORS, SHAFTING, COUPLINGS

2. BOLD INDICATES NEW OR MODIFIED

1. SEE GENERAL NOTES ON DRAWING G-101.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-102

F S

P .1

M -1

X X

X .d

H D

C M

G T

M

O L

H L E

IS

E R

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /6

T R

O L L E

Y E

Q U

IP

M E

N T

IN

S

T A

L L

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

M-102 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:27 AM

TROLLEY DRIVE PLAN

TROLLEY DRIVE ELEVATION

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'

RAILS

TROLLEY GUARD

FOR CLARITY

EQUIPMENT REMOVED

TROLLEY DECK AND

COUPLINGS

FLEX/RIGID

X2 PER WHEEL TYP.

BEARINGS

FLEX/FLEX COUPLING

DRIVE MOTOR

VFD TROLLEY

BRAKE

TROLLEY DRIVE

MACHINERY BASES

VISIBILITY.

3. SOME COMPONENTS HAVE BEEN REMOVED FOR

MACHINERY BASES ARE TO BE NEW OR MODIFIED.

CLEANED, INSPECTED, AND FILLED WITH NEW OIL.

BEARINGS ARE TO BE NEW. GEARBOXES TO BE

MOTOR, SHAFTING, COUPLINGS, BRAKE, AND

2. BOLD INDICATED NEW OR MODIFIED EQUIPMENT.

1. SEE GENERAL NOTES ON SHEET G-101.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

G

H D

C M

G T

M

O L

H L E

IS

E R

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-103

F S

P .1

M -1

X X

X .d g n

IN

S

T A

L L

W

N -1

-R -0

F S

P -1 .1

-0

-1 /7

T R

O L L E

Y D

R

IV

E E

Q U

IP

M E

N T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

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D E

S

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D B

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D A

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F

IL

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B E

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M-103 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:37 AM

PLAN

NEW BRIDGE DRIVE

ELEVATION

NEW BRIDGE DRIVE

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

BEARING

BEARING

BRAKE

x2 PER WHEELTYP.

BEARING

MOTOR

BRIDGE DRIVE

3. SOME EQUIPMENT NOT SHOWN FOR CLARITY.

ARE TO BE NEW OR MODIFIED.

FILLED WITH NEW OIL. MACHINERY BASES

GEARBOXES TO BE CLEANED, INSPECTED, AND

BRAKE, AND BEARINGS ARE TO BE NEW.

EQUIPMENT. MOTOR, SHAFTING, COUPLINGS

2. BOLD INDICATES NEW OR MODIFIED

1. SEE GENERAL NOTES ON DRAWING G-101.

FLEX/RIGID COUPLINGS

MACHINERY BASES

FLEX/FLEX COUPLING

FLEX/RIGID COUPLINGFLEX/RIGID COUPLING

3Š"

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

G

H D

C M

G T

M

O L

H L E

IS

E R

D

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-104

F S

P .1

M -1

X X

X .d

IN

T

A L L

W

N -1

-R -0

F S

P -1 .1

-0

-1 /8

B R

ID

G E D

R

IV

E E

Q U

IP

M E

N T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

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O T S

C A

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P L

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A T

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C T N

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IDENTIFICATION

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M-104 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:47 AM

ELEVATION

MAIN HOIST EQUIPMENT

12"

SCALE: 1"= 1'-0"

6" 0 1'

ELEVATION

MAIN HOIST EQUIPMENT

12"

SCALE: 1"= 1'-0"

6" 0 1'

MAIN HOIST MOTOR

FLEX/FLEX COUPLING

INPUT SHAFTS

MOUNTED TO GEARBOX

13" MAIN HOIST BRAKES

MAIN HOIST GEARBOX

MAIN HOIST DRUM

SOLID OUTPUT SHAFT

MACHINERY BASES

AND BEARINGS

PILLOW BLOCKS

BLOCKS TO BE NEW OR MODIFIED.

TO BE NEW. MACHINERY BASES AND PILLOW

BRAKES, GEARBOX, BEARINGS, AND DRUM

EQUIPMENT. MOTOR, SHAFTING, COUPLINGS,

2. BOLD INDICATES NEW OR MODIFIED

1. SEE GENERAL NOTES ON DRAWING G-101.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-201

F S

P .1

M -2

X X

X .d g n

G

H D

C M

G T

M

O L

H L E

IS

E R

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /9

R E

H A

B

IL

IT

A T

E D M

A

IN

H

O

IS

T

IN

S

T A

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

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D B

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M-201 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:43:57 AM

ELEVATION

AUX HOIST EQUIPMENT

12"

SCALE: 1"= 1'-0"

6" 0 1'

ELEVATION

AUX HOIST EQUIPMENT

12"

SCALE: 1"= 1'-0"

6" 0 1'

FLEX/FLEX COUPLING

INPUT SHAFTS

MOUNTED TO GEARBOX

10" AUX HOIST BRAKES

AUX HOIST GEARBOX

SOLID OUTPUT SHAFT

AUX HOIST DRUM

AUX HOIST MOTOR

MACHINERY BASES

AND BEARINGS

PILLOW BLOCKS

BLOCKS TO BE NEW OR MODIFIED.

TO BE NEW. MACHINERY BASES AND PILLOW

BRAKES, GEARBOX, DRUM, AND BEARINGS

EQUIPMENT. MOTOR, SHAFTING, COUPLING

2. BOLD INDICATES NEW OR MODIFIED

1. SEE GENERAL NOTES ON DRAWING G-101.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

M-202

F S

P .1

M -2

X X

X .d g n

IN

S

T A

L L

G

H D

C M

G T

M

O L

H L E

IS

E R

D C

L W

N -1

-R -0

F S

P -1 .1

-0

-1 /1

H A

B

IL

IT

A T

E D A

U X

IL

IA

R Y H

O

IS

T

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

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D B

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P L

O T D

A T

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N T

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C T N

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IDENTIFICATION

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M-202 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:07 AM

SEE NOTE 4 & 8

ENCLOSURES

BREAKER & ELECTRICAL

NEW MAINLINE CIRCUIT SEE NOTES 4 & 7

ELECTRICAL ENCLOSURES

TRANSFORMERS AND

DRIVE ISOLATION

NEW RESISTOR BANKS,

FLOODLIGHTS

NEW

STOPS

CRANE

MOTOR AND BRAKE

NEW BRIDGE DRIVE

SEE NOTE 4 & 8

ENCLOSURES

BREAKER & ELECTRICAL

NEW MAINLINE CIRCUIT

SEE NOTES 4 & 7

ELECTRICAL ENCLOSURES

TRANSFORMERS AND

DRIVE ISOLATION

NEW RESISTOR BANKS,

ELECTRICAL LAYOUT - ELEVATION

BRIDGE CRANE

ELECTRICAL LAYOUT - PLAN

BRIDGE CRANE

FOR CLARITY

TROLLEY OMITTED

CONTROL CAB

NEW ENTRYWAY FOR

ENCLOSURES

BREAKER & ELECTRICAL

NEW MAINLINE CIRCUIT

FLOW

MIN.

STOPS

CRANE

FOR CLARITY

TROLLEY OMITTED

SEE SHEET E-202

CONTROL CAB

NEW

36"

AND SUPPORT STRUCTURE

NEW POWERTRACK

CABLES TO TROLLEY

NEW POWERTRACK AND

(SEE NOTE 9)

HAND RAILS

NEW REMOVABLE

(SEE NOTE 9)

CRANE STOPS

NEW REMOVABLE

(SEE NOTE 9)

HAND RAILS

NEW REMOVABLE

(SEE NOTE 9)

CRANE STOPS

NEW REMOVABLE

STOPS.

THE UPSTREAM OR REMOVABLE DOWNSTREAM

IS REDUCED TO MICROSPEED PRIOR TO HITTING

SHALL BE LOCATED SUCH THAT TROLLEY TRAVEL

DOWNSTREAM STOPS. TROLLEY LIMIT SWITCHES

TROLLEY TO BE POSITIONED AGAINST THE

REMOVABLE HAND RAILS SHALL ALLOW

9. FORWARD REMOVABLE CRANE STOPS AND

LOCATED INSIDE OR NEAR OPERATORS CAB.

8. NEW MAINLINE CIRCUIT BREAKER SHALL BE

PLACED ON THE INDICATED WALKWAY.

7. DRIVE ISOLATION TRANSFORMERS SHALL BE

DRAWING S-102.

COVERS OR ACCESS TO FLOODLIGHTS. SEE

ENCLOSURES SHALL NOT IMPEDE FLOODLIGHT

ELECTRICAL ENCLOSURES. ELECTRICAL

ALLOW ADEQUATE CLEARANCE TO NEW

HATCH COVERS CANNOT BE USED, MODIFY TO

CONDITION BELOW FLOORING. IF EXISTING

6. NEW FLOODLIGHTS ARE SHOWN IN A GENERAL

REQUIRED.

ABOUT THE ELECTRICAL EQUIPMENT IS

SHOWN. A MINIMUM 30" OF WORKING CLEARANCE

NECESSARY TO FIT IN THE DESIGNATED AREAS

STANDARD OR CUSTOM FABRICATED AS

5. ELECTRICAL ENCLOSURES SHALL BE

ACCOMMODATE ELECTRICAL EQUIPMENT.

STRUCTURAL AREAS SHALL NOT BE MODIFIED TO

IN ACCORDANCE WITH THE SPECIFICATIONS.

USED FOR NEW ELECTRICAL EQUIPMENT LOCATED

4. HATCHED AREA INDICATES SPACE TO BE

S-102.

DIMENSIONS AND CONDITIONS. SEE DRAWING

3. CONTRACTOR SHALL FIELD VERIFY ALL

2. BOLD INDICATES NEW EQUIPMENT.

OMITTED FOR CLARITY.

1. SOME COMPONENTS AND FEATURES ARE

NEW 5000lb FALL

ARREST ANCHOR POINTS

(4EA)

F L

O W

KEY PLAN

UNDER WALKWAY

FLOODLIGHT

NEW

NOT TO SCALE

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

N

A

SECTION - SOUTH WALKWAY

.S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

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/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

E-101

F S

P .1

E -1

X X

X .D

G N .d g n

N E

W E

Q U

IP

M E

N T A

R R

A N

G E

M E

N T

E L E

C T

R

IC

A L

G

H D

C M

G T

K

C H

E N

G

H D

C D

M T

W

N -1

-R -0

F S

P -1 .1

-0

-0

A

/1

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

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A T

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E-101 SheetSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:19 AM

DOOR

DOOR

SIDE VIEW

OPERATORS CAB ELEVATION

OPERATORS CAB

PLAN VIEW

OPERATORS CAB

VIEWABLE BY OPERATOR.

8. LOAD CELL DISPLAY SHALL BE EASILY

26.

SECTIONS 26 00 00.00 26 AND 41 01 20.73

APPROVAL IN ACCORDANCE WITH SPECIFICATION

7. CONTRACTOR SHALL DESIGN AND SUBMIT FOR

CODE OR FROM THE SPECIFICATIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM

COMPONENTS FROM THIS DRAWING SHALL NOT BE

6. DRAWING IS CONCEPTUAL. OMISSION OF

OUTLET IN CAB.

5. PROVIDE ONE GENERAL PURPOSE 120 VAC

PROVIDED BY CONTRACTOR.

BOARDS/ENCLOSURES TO BE DESIGNED AND

4. NEW ACCESSIBLE WIREWAY AND PANEL

CONCEPTUAL.

3. THE CAB AND CHAIR ARE PICTORIALLY

DIMENSIONS AND CONDITIONS.

2. CONTRACTOR TO FIELD VERIFY ALL

IS NEW.

OMITTED FOR CLARITY. ENTIRE OPERATORS CAB

1. SOME COMPONENTS AND FEATURES ARE

ERECTOR BAY WALL

EDGE OF CORBEL

BELOW CORBEL

EDGE OF WALL

31†"

49†"

61…"

APPROXIMATE

DISTANCES ARE

EDGE OF CORBEL

ERECTOR BAY WALL

BELOW CORBEL

EDGE OF WALL

(SEE NOTE 7)

NEW POWER FEED

U .S

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IN

E E

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P O

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L A

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D R

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E N

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

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L A

N D D

IS

T R

E V

E N R

M

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/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

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S T

E R D

A M A

N D R

E S

E R

V O

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E-201

F S

P .1

E -2

X X

X .D

G N .d g n

WARNING LIGHTS

N E

W O

P E

R A

T O

R 'S C

A B

E L E

C T

R

IC

A L

OPERATOR'S CHAIR

SEE NOTE 4

BELOW

NEW WIREWAY

LADDER

LADDER

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

G

H D

C M

G T

K

C H

E N

W

N -1

-R -0

G

H D

C D

M T

SEE NOTE 4

BOARD

NEW PANEL

SEE NOTE 4

NEW WIREWAY

SEE NOTE 4

NEW WIREWAY

F S

P -1 .1

-0

-0

A /2

SEE NOTE 4

BOARD

NEW PANEL

(SEE NOTE 7)

INSTALL NEW COLLECTORS

REMOVE EXISTING AND

(SEE NOTE 7)

INSTALL NEW POWER FEED

REMOVE EXISTING AND

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

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B E

R

S

IZ

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D B

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IDENTIFICATION

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E-201 SHEETSHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:29 AM

26.

SECTIONS 26 00 00.00 26 AND 41 01 20.73

APPROVAL IN ACCORDANCE WITH SPECIFICATION

4. CONTRACTOR SHALL DESIGN AND SUBMIT FOR

CODE OR FROM THE SPECIFICATIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM

COMPONENTS FROM THIS DRAWING SHALL NOT BE

3. DRAWING IS CONCEPTUAL. OMISSION OF

DIMENSIONS AND CONDITIONS.

2. CONTRACTOR SHALL FIELD VERIFY ALL

OMITTED FOR CLARITY.

1. SOME COMPONENTS AND FEATURES ARE

2' -2

R

MAX

TYP.

R

T Y P

90°

EXCEPT FOR THIS PORTION OF

ADJUSTABLE SEAT BACK

ADJUSTABLE ARM REST

ADJUSTABLE SEAT HEIGHT

CHAIR DETAILS

NOT TO SCALE

10"

T

Y P

M

X

P

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

E V

E N R

M

IL

E S P

/0

/2

ID

G E C

R A

N E R

E H

A B

P O

W E

R H

O U

S E

S O

U T

H S

A N

T

IA

M R

IV

S T

E R D

A M A

N D R

E S

E R

V O

IR

E-501

F S

P .1

E -5

X X

X .D

G N .d g n

S H

E E

T

O P

E R

A T

O R 'S C

H A

IR

D

E T

A

IL

G

H D

C M

G T

K

C H

E N

G

H D

C D

M T

W

N -1

-R -0

F S

P -1 .1

-0

-0

A /3

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

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IDENTIFICATION

SHEET

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BORDER VERSION UPDATE [09-2012]

E-501SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:39 AM

MAIN HOIST

BRIDGE

CONTROL POWER ON LAMP

RADIO "ON" LAMP

MAIN HOIST

BRIDGE

START

STOP

10" ƒ

3•"

2…" 2•"

CHAIR DETAILS

NOT TO SCALE

NOTES:

26.

SECTIONS 26 00 00.00 26 AND 41 01 20.73

APPROVAL IN ACCORDANCE WITH SPECIFICATION

4. CONTRACTOR SHALL DESIGN AND SUBMIT FOR

CODE OR FROM THE SPECIFICATIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM

COMPONENTS FROM THIS DRAWING SHALL NOT BE

3. DRAWING IS CONCEPTUAL. OMISSION OF

DIMENSIONS AND CONDITIONS.

2. CONTRACTOR SHALL FIELD VERIFY ALL

OMITTED FOR CLARITY.

1. SOME COMPONENTS AND FEATURES ARE

TROLLEY

AUX. HOIST

AUX. HOIST

TROLLEY

HORN (PUSH BUTTON)

(PUSH BUTTON)

EMERGENCY STOP

(DO NOT POWER OFF CRANE)

BRAKE FAILURE

(2 POSITION SWITCH)

BRIDGE CONTROL LEFT/ RIGHT

HORN (PUSH BUTTON)

(2 POSITION SWITCH)

RADIO CONTROL ON/ OFF (3 POSITION SWITCH)

MICRO/ NORMAL/ ULTRA SPEED CONTROL

MAIN & AUX HOIST

MICRO/ NORMAL SPEED CONTROL

BRIDGE & TROLLEY

(2 POSITION SWITCH)

TROLLEY CONTROL LEFT/ RIGHT

(2 POSITION SWITCH)

HOIST CONTROL LEFT/ RIGHT

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

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L A

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D R

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IC

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ID

G E C

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C D

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N -1

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-0

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A /4

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

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A M

E

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C K

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P L

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C A

L E

P L

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A T

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C O

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C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

E-502SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:48 AM

DOWNSTREAM

TROLLEY

UPSTREAM

BRIDGE

AUX HOIST

LOWER

RAISE

ON/OFF KEY SWITCH

E-STOP

PUSHBUTTON

BELL

SCREEN

LOAD CELL INDICATION

POWER

BRIDGE CRANE

RADIO CONTROL DETAIL

BRIDGE CRANE

NOT TO SCALE

NOTES:

26.

SECTIONS 26 00 00.00 26 AND 41 01 20.73

APPROVAL IN ACCORDANCE WITH SPECIFICATION

2. CONTRACTOR SHALL DESIGN AND SUBMIT FOR

CODE OR FROM THE SPECIFICATIONS.

CONSTRUED AS PERMITTING DEVIATIONS FROM

COMPONENTS FROM THIS DRAWING SHALL NOT BE

1. DRAWING IS CONCEPTUAL. OMISSION OF

SPEED

NORMAL

SPEED

MICRO

H

T

R

O

N

H

T

U

O

S

BRIDGE & TROLLEY BRAKE FAILURE

OFF CRANE

DO NOT POWER

AUX HOIST

SPEED

MICRO

SPEED

NORMAL

SPEED

ULTRA

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

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L A

N D

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D R

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L E

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C D

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N -1

-R -0

F S

P -1 .1

-0

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A /5

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

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N N

O

F

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IT

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D B

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P L

O T S

C A

L E

P L

O T D

A T

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C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

E-503SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:44:59 AM

TROLLEY MAIN HOIST AUX HOIST

(TYP)

LOAD REACTOR

CIRCUIT BREAKER

MAIN-LINE

MAIN-LINE CONTACTOR

CONTROLLER

BRAKE

CONTROLLER

BRAKE

BRIDGE

B B

CONTROLLER

BRAKE

B

CONTROLLER

BRAKE

480VAC PANELBOARD

120VAC PANELBOARD

UTILITIES

CABINET

CONTROL

CAB OUTLETS

OPERATOR'S

CAB LIGHTS

OPERATOR'S

OUTLETS

WALKWAY

SOUTH

CIRCUITS

CONTROL

SPARE

OUTLET

480VAC

3PH, 480VAC

(FROM MAIN-LINE CONDUCTORS)

INCOMING POWER FEED

SPARE SPARE

PHASE MONITOR

SURGE PROTECTION

OUTLETS

WALKWAY

NORTH

(SEE NOTE 4)

480VAC PANELBOARD

B

OUTLETS

TROLLEY

PANEL MAIN

B B

TRANSFORMER (TYP)

DRIVE ISOLATION

HP

HP

HP

HP

LOCATED NEAR OPERATORS CAB.

4. NEW MAINLINE CIRCUIT BREAKER SHALL BE

PLACED ON THE INDICATED WALKWAY.

3. DRIVE ISOLATION TRANSFORMERS SHALL BE

DIMENSIONS AND CONDITIONS.

2. CONTRACTOR SHALL FIELD VERIFY ALL

1. ALL EQUIPMENT IN THIS DRAWING IS NEW.

UTILITY XFMR

208/120V

480-

FLOODLIGHTS

WALKWAY LED

SOUTH

FLOODLIGHTS

WALKWAY LED

NORTH

VFDVFDVFDVFD

U .S

A R

M Y C

O R

P S O

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IN

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P O

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O R

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P O

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L A

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IS

T R

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E N R

M

IL

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/0

/2

ID

G E C

R A

N E R

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A B

P O

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A M A

N D R

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V

IR

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P .1

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X X

X .D

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N E

W O

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IN

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IA

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A M

G

H D

C M

G T

K

C H

E N

G

H D

C D

M T

W

N -1

-R -0

F S

P -1 .1

-0

-9

A /1

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

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D A

T E

F

IL

E N

U M

B E

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S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

E-601SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:DATE AND TIME PLOTTED: 11/24/2015 6:45:09 AM