A22._PLAN_SET_REFERENCE-SOLICITATION.pdf

PDF 38 MB Posted Jul 3, 2018

Attached to: MISSISSIPPI RIVER BASIN, LOCK AND DAM 15, ROCK ISLAND, ILLINOIS, DAM SERVICE BRIDGE REPAIRS
Solicitation number: W912EK18R0010
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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File	Type	Posted
Amend_0003_Plan_set_drawings.pdf	PDF	Jul 27, 2018
W912EK18R0010-0003.pdf	PDF	Jul 27, 2018
W912EK18R0010-0002.pdf	PDF	Jul 25, 2018
W912EK18R0010-0001.pdf	PDF	Jul 19, 2018
Pre-Bid_site_visit_attendee_list.pdf	PDF	Jul 11, 2018
W912EK18R0010.pdf	PDF	Jun 28, 2018
Appendix_G_Small_Business_Subcontracting_Plan_Example.pdf	PDF	Jun 28, 2018
Attachment_2_construction_experience.pdf	PDF	Jun 28, 2018
PLAN_SET_REFERENCE-SOLICITATION.pdf	PDF	Jun 28, 2018
PLAN_SET_DWGS-SOLICITATION.pdf	PDF	Jun 28, 2018

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Original Drawings (1931 – 1935)

Service Bridge Maintenance Painting (1981)

Major Rehabilitation – Stage II (1993)

Major Rehabilitation – Stage I (1995)

Bulkhead Lifter Repair (2011)

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LOCK AND DAM 15

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DAM 15 BULKHEAD LIFTER REPAIR

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W912EK-11-R-0020

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ROCK ISLAND, IL & DAVENPORT, IA

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ILLINOIS

DAVENPORT BETTENDORF

MOLINEROCK ISLAND

LOCATION MAP VICINITY MAP

NOT TO SCALENOT TO SCALE

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REF. NO.

TITLE OF DRAWING

INDEX OF REFERENCE DRAWINGS

REF. DWG.

NO.

ORIGINAL

SHEET NO.

TITLE OF DRAWING

INDEX OF DESIGN DRAWINGS

GENERAL

DAM 15

LOCATION

PROJECT

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MECHANICAL

ELECTRICAL

ROCK ISLAND ARSENAL

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R-007

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M-L 15 58/8

M-L 15 58/7

M-L 15 58/6

M-L 15 58/5

M-L 15 58/4

M-L 15 56/5 A.1

ED22

ED21

ED17

ED3

ED2

ED1

E-8

E-7

E-6

E-5

E-4

E-3

E-2

E-1

M-L15 53 / 6-A

M-L15 53 / 1

DAM BRIDGE CRANE EMERGENCY BULKHEAD POSITION INDICATOR DRUM CONNECTION DETAILS

DAM BRIDGE CRANE EMERGENCY BULKHEAD POSITION INDICATOR DIAL MECHANISM DETAILS

DAM BRIDGE CRANE EMERGENCY BULKHEAD POSITION INDICATOR ASSEMBLY OF DIAL MECHANISM

DAM BRIDGE CRANE EMERGENCY BULKHEAD POSITION INDICATOR GENERAL LAYOUT

DAM BRIDGE CRANE RAIL FEEDER DETAILS

MAJOR REHABILITATION STAGE II 480 VOLT CABLE SCHEDULE

MAJOR REHABILITATION STAGE II CONDUIT ROUTING DETAIL

MAJOR REHABILITATION STAGE II DETAILS

MAJOR REHABILITATION STAGE II 480 VOLT PARTIAL POWER PLAN

DAM BULKHEAD LIFTER MODIFICATIONS CONTROLLER INTERNAL LAYOUT

DAM BULKHEAD LIFTER MODIFICATIONS CONTROL PANEL CONNECTION

DAM BULKHEAD LIFTER MODIFICATIONS CONDUIT ROUTING PLAN

DAM BULKHEAD LIFTER MODIFICATIONS ELEMENTARY DIAGRAM & DETAILS

DAM BULKHEAD LIFTER MODIFICATIONS ELEMENTARY CONTROL DIAGRAM

DAM BULKHEAD LIFTER MODIFICATIONS POWER CONNECTION

DAM BULKHEAD LIFTER MODIFICATIONS ELECTRICAL EQUIPMENT LAYOUT

DAM BULKHEAD LIFTER MODIFICATIONS SITE PLAN

DAM BULKHEAD LIFTER MODIFICATIONS BULKHEAD MODIFICATIONS

DAM BULKHEAD LIFTER MODIFICATIONS DETAILS II

DAM BULKHEAD LIFTER MODIFICATIONS LIFTING BEAM

DAM SERVICE BRIDGE - BRACING DETAILS

DAM SERVICE BRIDGE - PLAN, ELEVATIONS & SECTIONS OF SPANS

DAM GENERAL PLAN AND INDEX

E-904

E-903

E-902

E-901

E-400

E-100

M-904

M-903

M-902

M-901

M-400

M-100

G-003

G-002

G-001

ELECTRICAL MASTER CONTROL STATION REHABILITATION EXISTING PHOTOS IV

ELECTRICAL AND CONTROLS REHABILITATION EXISTING PHOTOS III

ELECTRICAL AND CONTROLS REHABILITATION EXISTING PHOTOS II

ELECTRICAL CONDUCTOR BAR SYSTEM REHABILITATION EXISTING PHOTOS I

ELECTRICAL MAINTENANCE FLEET RECEPTACLE CABLE & RACEWAY PLANS

ELECTRICAL PHOTO KEY/DETAIL PLAN

MECHANICAL EXISTING PHOTOS IV

MECHANICAL EXISTING PHOTOS III

MECHANICAL EXISTING PHOTOS II

MECHANICAL EXISTING PHOTOS I

MECHANICAL ENLARGED PLAN AND DETAILS

MECHANICAL PHOTO KEY / DETAIL PLAN

SITE PLAN AND GENERAL NOTES

VICINITY MAP, LOCATION MAP, AND INDEX

COVER SHEET

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CHICAGO

WISCONSIN

ILLINOIS

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IOWA

MISSOURI

KENTUCKY

SPRINGFIELD

DAVENPORT

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MISSOURI

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LAKE

MICHIGAN

ISSISSIPPI

SAVERTON

HANNIBAL

CANTON

MUSCATINE

LOCK AND DAM 15

PROJECT LOCATION

LD 15

QUINCY

ROCK ISLAND

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G-003LD 15 SITE PLAN

MISSISSIPPI RIVER

DAVENPORT, IOWA

ROCK ISLAND, ILLINOIS ROCK ISLAND ARSENAL

POWER HOUSE

AUXILIARY LOCK

MAIN LOCK

VISITORS CENTER

VISITOR PARKING

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C. M. ST. P. & P. R. R.

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GENERAL NOTES

0 100 100 200FT

SCALE: 1’’= 100’

BULKHEAD LIFTER

E-100 AND M-100

SEE SHEETS

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FOR DETAILS.

SEE ELECTRICAL SHEETS

SYSTEM TO BE REPLACED.

EXISTING CONDUCTOR BAR

YARD - SEE GENERAL NOTE 5

AREA LOCATED IN STORAGE

CONTRACTOR STAGING

LOCKWALL ABUTMENT PIER

SERVICE BRIDGE; AND F = FIXED END OF SERVICE BRIDGE)

10. CONTRACTOR SHALL VERIFY AND IDENTIFY THE EXPANSION END AND FIXED END OF EACH SERVICE BRIDGE SPAN. (E = EXPANSION END OF

TO ACCESS DAM GATE MACHINERY TO MAKE GATE MOVEMENTS AS REQUIRED (24/7).

9. PATHWAY ACROSS SERVICE BRIDGE SHALL BE MAINTAINED CLEAR AND SAFE PER EM 385-1-1, TO ALLOW DAM OPERATION PERSONNEL

SEE SPECIFICATIONS FOR INFORMATION REGARDING PRE-BID SITE VISIT.

THE CONTRACTOR SHALL INSPECT THE UNIT AND BECOME FAMILIAR WITH ALL FEATURES AND REQUIREMENTS OF THE PROJECT.

8. PRE-BID SITE VISIT NOTICE: THE BULKHEAD LIFTER IS A UNIQUE, CUSTOM UNIT SPECIFICALLY DESIGNED FOR LOCK AND DAM 15.

SHALL BE RATED FOR AND CAPABLE OF OPERATING UNDER THE AFOREMENTIONED CONDITIONS UNLESS SPECIFIED OTHERWISE.

WIND. COMPONENTS MAY ALSO BE EXPOSED TO ANIMALS SUCH AS BIRDS, RODENTS, INSECTS, AND ARACHNIDS. ALL NEW EQUIPMENT

7. ALL EQUIPMENT IS SUBJECT TO EXTREMELY HARSH WEATHER CONDITIONS INCLUDING BUT NOT LIMITED TO RAIN, SNOW, ICE, AND

ADHERE TO REQUIREMENTS LISTED IN THE SPECIFICATIONS WHEN HANDLING EQUIPMENT CONTAINING LEAD-BASED PAINT.

WITH LEAD-BASED PAINT. CONTRACTOR SHALL NOT REMOVE ANY LEAD-BASED PAINT FROM DAM STRUCTURE. CONTRACTOR SHALL

6. LEAD PAINT WARNING: THE DAM SUPPORT STRUCTURE AND SOME MATERIALS ON AND AROUND THE BULKHEAD LIFTER ARE PAINTED

WORK IS COMPLETED.

STORAGE OF MATERIALS AND EQUIPMENT WITH THE COR AND LOCK MASTER. KEYS SHALL BE RETURNED TO LOCK MASTER AFTER

THE COR FOR OBTAINING KEYS TO ACCESS STORAGE YARD. CONTRACTOR SHALL COORDINATE ACTUAL LOCATION OF TRAILER AND

SHALL RESTORE ALL STAGING AREA CONDITIONS TO PRE CONSTRUCTION CONDITIONS. CONTRACTOR SHALL COORDINATE WITH

5. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING AREA SECURE AND LOCKING GATE WHEN NOT OCCUPYING PREMISES. CONTRACTOR

APPROXIMATELY FOUR (4) FASTENERS PER GRATING SECTION.

PLAN. CONTRACTOR SHALL REPLACE GRATING FASTENERS AND RELATED HARDWARE WITH NEW TO MATCH EXISTING. THERE ARE

EXCEED 6’-0" X 38’-0" FOR WORK PERFORMED ON CONDUCTOR BAR SYSTEM. DETAIL GRATING REMOVAL AS A PART OF THE DETAILED WORK

MAXIMUM AREA OF GRATING REMOVAL SHALL NOT EXCEED 13’-0" X 76’-0" FOR WORK PERFORMED ON BULKHEAD LIFTER, AND SHALL NOT

COMPLY WITH THE USACE HEALTH AND SAFETY MANUAL EM385-1-1, AND SHALL BE INCLUDED IN THE ACCIDENT PREVENTION PLAN.

INSTALL TEMPORARY GUARD RAILS AROUND OPEN SECTIONS AS A RESULT OF REMOVAL OF GRATING. TEMPORARY GUARD RAILS SHALL

SERVICE BRIDGE CRANE RAILS, MAY BE REMOVED TO ACCESS BULKHEAD LIFTER AND CONDUCTOR BAR SYSTEM. CONTRACTOR SHALL

ADJACENT TO ABUTMENT A. USE OF FLOATING PLANT IS NOT ALLOWED. DAM SERVICE BRIDGE GRATING ON TOP OF DAM AND INBETWEEN

4. WORK ON THE BULKHEAD LIFTER MUST BE ACCOMPLISHED FROM THE STORAGE YARD WITH THE BULKHEAD LIFTER LOCATED

ICE AND DEBRIS. SEE REFERENCE DRAWINGS FOR DETAILS.

APPROXIMATELY 52,330 LBS. WITHOUT SILT, ICE OR DEBRIS. CONTRACTOR SHALL ASSUME A 10% INCREASE IN LOADING FOR SILT, SUSPENDED ON HANGERS BELOW THE SERVICE BRIDGE ON GATE BAYS 1, 2, 3, 7, 8, 9, 10 AND 11. EACH BULKHEAD WEIGHT IS

3. DAM 15 CONSISTS OF ELEVEN (11) ROLLER GATES AND EIGHT (8) BULKHEAD SECTIONS. THE BULKHEAD SECTIONS ARE PRESENTLY

�AS BUILT,�THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS.

SCALE. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS, BECAUSE THE DRAWINGS ARE NOT

2. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE CONTRACTORS CONVENIENCE AND ARE NOT TO

TO THE CONTRACTOR.

SERVICE BRIDGE CRANE, SHALL NOT BE MADE AVAILABLE FOR CONTRACTORS USE. THE BULKHEAD LIFTER WILL BE MADE AVAILABLE

CONTRACTOR IS NOT ALLOWED TO BRING DAM ELECTRICAL POWER TO THE STORAGE YARD. GOVERNMENT EQUIPMENT, INCLUDING

POWER WILL BE MADE AVAILABLE ON THE DAM, BUT ELECTRIC POWER AT THE STORAGE YARD SHALL BE AT THE CONTRACTORS EXPENSE.

1. GOVERNMENT UTILITIES, SUCH AS GAS, WATER AND SANITARY, SHALL NOT BE MADE AVAILABLE TO THE CONTRACTOR. ELECTRIC

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ABUTMENT A

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AUXILIARY LOCK

AUXILIARY LOCK RIVER WALL

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POWER HOUSE

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EXISTING

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1 TYPICAL - INDICATES ORIENTATION AND NUMBER OF PHOTO

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4. REMOVE AND REPLACE EXISTING HOIST CABLE.

BULKHEAD PIN ENGAGEMENT LEVER.

3. PROVIDE NEW CONNECTIONS BETWEEN NEW WIRE ROPE AND EXISTING

APPURTENANCES (E.G., BEARINGS, STRUCTURAL FRAMING, ETC.).

NEW WIRE ROPE, NEW SPOOLS, NEW TORQUE MOTORS, AND ALL NECESSARY

2. REPLACE BULKHEAD PIN ENGAGEMENT SYSTEM. REPLACEMENT SHALL INCLUDE

1. HOIST BRAKES PADS SHALL BE REPLACED.

MECHANICAL NOTES:

MECHANICAL PHOTO KEY PLAN

HOIST BRAKES...................................... 2 TOTAL

BULKHEAD PIN CABLE REELS .......... 2 TOTAL

HOIST CABLE REELS .......................... 2 TOTAL

QUANTITIES OF EXISTING EQIPMENT:

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THE GUIDE ARM IS NOT SHOWN HERE FOR CLARITY.

ATTACH …" STEEL PLATE TO REEL FLANGE WITH BRACKETS AS SHOWN ABOVE.

ENGAGEMENT PIN RETRACTION CABLE SYSTEM NOTES:

CABLE RETRACTION SYSTEM - DETAILS CABLE RETRACTION SYSTEM - ENLARGE PLAN

NOT TO SCALE

ALL NECESSARY HARDWARE FOR MOUNTING NEW PULLEY.

PULLEY FROM SAME STRUCTURAL MEMBERS AS PREVIOUS PULLEYS. PROVIDE

PROVIDE NEW PULLEY TO ACCOMMODATE NEW WIRE SIZE. SUPPORT 3

THE ENTIRE PLATE AND BRACKETS SHALL BE PAINTED.

BASIS OF DESIGN PRODUCT OR BY WELDING DIRECTLY TO THE FLANGE.

MECHANICAL FASTENERS WHERE SLIP RING ASSEMBLY WAS REMOVED FROM

INCREASING TORQUE. ATTACH STEEL PLATE TO REEL FLANGE BY MEANS OF

PROVIDE …" THICK STEEL PLATE WITH U-SHAPED STEEL FOR MANUALLY 2

SHOWN.

MODEL IS CONDUCTIX WAMPFLER 1400 SERIES WITH MODIFICATIONS AS

POSSIBLE TO CENTERED ON THE PULLEY. THE BASIS OF DESIGN MAKE AND

THE EXISTING TROLLEY EQUIPMENT BUT SHALL BE MOUNTED AS CLOSE AS

THAN 15". THE ACTUAL MOUNTING LOCATION MUST BE COORDINATED WITH

ADJUSTABLE 4 ROLLER GUIDE ARM. REEL SYSTEM SHALL NOT BE TALLER

OUTDOOR USE AND HARSH ENVIRONMENTS. REEL SHALL BE EQUIPPED WITH

STEEL CONSTRUCTION WITH DURABLE PAINTED FINISH SUITABLE FOR

PROVIDE SPRING TENSIONED CABLE REEL. REEL SYSTEM SHALL BE ALL 1

KEYNOTES:

CLIPS SECURED TO STRUCTURE FOR MOUNTING ROD WHEN NOT BEING USED.

ADDING TORQUE. PROVIDE A MINIMUM OF 2 STAINLESS STEEL HOLDING

PROVIDE 24" LONG, ‰"ł, SOLID STAINLESS STEEL ROD FOR MANUALLY 7

DISENGAGEMENT.

USED TO ENGAGE THE BULKHEAD PINS TO PREVENT ACCIDENTAL

BULKHEAD PINS SHALL BE SIZED FOR 25% LESS TENSION THAN THE REEL

ADDITION TO THESE REQUIREMENTS, THE REEL USED TO DISENGAGE THE

100’ OF …"ł WIRE ROPE PLUS ANY ADDITIONAL FORCE ENCOUNTERED. IN

RETRACTION. THE TENSION SHALL BE SUFFICIENT TO RESPOOL THE FULL

EACH REEL SHALL HAVE A SPRING TENSIONER FOR WIRE ROPE 6

WIRE ROPE PAYOUT TO NEW PULLEY.

FOUR ROLLER GUIDE ARM SHALL BE SET AT OPTIMAL LOCATION FOR 5

TO PHOTO 2B ON SHEET M-902 TO SEE EXISTING CONDITIONS.

ELIMINATE ANY POSSIBLE BETWEEN WIRE ROPE AND STRUCTURE. REFER

ROPE PASSES THROUGH TO ACCOMMODATE NEW WIRE ROPE SIZE AND

ENLARGE THE EXISTING HOLE THROUGH THAT THE NORTHERN WIRE 4

LOCATIONS WITH MANUFACTURER’S RECOMMENDED HARDWARE.

MOUNT REEL TO ADDITIONAL STRUCTURAL PLATE IN AT LEAST FOUR

PENETRATIONS ARE SHOWN BUT MAY VARY FROM OTHER MANUFACTURER’S.

FOR MOUNTING THE REEL. THE BASIS OF DESIGN MANUFACTURER’S

PROVIDE MINIMUM ?" STEEL PLATE ATTACHED TO TROLLEY STRUCTURE 9

…" STEEL PLATE ARE IN CONTACT.

INSIDE AND OUT) ALONG THE ENTIRE LENGTH OF WHERE THE BRACKET AND

PROVIDE A CONTINUOUS WELD ALONG THE BASE OF THE BRACKET (BOTH 8

FOR MOUNTING THE NEW REELS.

THICKNESS MOUNTED TO THE EXISTING TROLLEY STRUCTURE

THE CONTRACTOR SHALL PROVIDE STEEL PLATES OF SUITABLE

ADDITIONAL TORQUE AS DESCRIBED BELOW. IF NECESSARY,

BE MODIFIED TO ACCOMMODATE THE STEEL PLATE USED FOR

ACCOMMODATE 100’ OF …" WIRE ROPE. THE REELS SHALL ALSO

TWO SPRING TENSIONED CABLE REELS MODIFIED TO

THE ENGAGEMENT PIN RETRACTION SYSTEM SHALL CONSIST OF

ENGAGEMENT PIN RETRACTION CABLE SYSTEM NOTES:

M A

"16

ELEVATION SECTION

1 A

NOTES

6 6IN

SCALE: 3’’= 1’-0’’

"4 1 "16

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BAR PERSONNEL GUARDS

WOODEN CONDUCTOR

SYSTEM ENCLOSURE

HOIST BRAKE

PHOTO 1A - HOIST BRAKE SYSTEM

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PHOTO 1B - HOIST BRAKE SYSTEM INTERNALS PHOTO 1C - HOIST BRAKE SYSTEM INTERNALS

AND VERIFY PROPER FUNCTION PRIOR TO PROJECT CLOSEOUT.

CONTRACTOR SHALL PROVIDE FINAL ADJUSTMENTS FOR HOIST BRAKES5.

NEW PADS.

CONTRACTOR SHALL REMOVE SHOES AS NECESSARY FOR INSTALLATION OF4.

BRAKE PADS HAVE TESTED NEGATIVE FOR ASBESTOS. 3.

BRAKE PADS SHALL BE ADHERED (NOT BOLTED) TO THE EXISTING SHOES.2.

TROLLEY.

RE-LINE BRAKE SHOES ON HOIST BRAKE SYSTEM AT EACH END OF THE 1.

HOIST BRAKE SYSTEM NOTES:

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M A

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D A

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S U

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D B

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C A

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D A

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P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

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C K I S

L A

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U .S

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C K A

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PHOTO 2C - CABLE TERMINATION AT SPOOL

PHOTO 2D - CABLE TERMINATION AT SPOOL

LEVER. REFER TO PHOTO 3A.

FLOOR TO PIN ENGAGEMENT

PULLEYS THROUGH TROLLEY

PIN CABLES GO OVER

BULKHEAD ENGAGEMENT

PIN CABLES & SPOOLS

PHOTO 2A - BULKHEAD ENGAGEMENT

& SPOOLS WITH NORTH & SOUTH PULLEYS

PHOTO 2B - BULKHEAD ENGAGEMENT PIN CABLES

STRUCTURAL ELEMENTS

PHOTO 2E - SPOOL CLEARANCE FROM

STRUCTURE FOR MOUNTING

PHOTO 2F - DIMENSIONS OF AVAILABLE

COMPONENTS, ETC.)

COMPLETE AND FUNCTIONING SYSTEM (E.G. BEARINGS, HARDWARE, STRUCTURAL

STRUCTURE. PROVIDE ALL NECESSARY ANSCILLARY COMPONENTS FOR A

LARGER WIRE SIZE AND TO PREVENT ABBRASION BETWEEN WIRE AND TROLLEY

TO PHOTO 2B). NEW OPENING SHALL BE SIZED AND LOCATED TO ACCOMODATE

IN TROLLEY STRUCTURE WHERE EXISTING WIRE ROPE PASSES THROUGH (REFER

LOCATIONS BUT SIZED TO ACCOMMODATE NEW WIRE SIZE. PROVIDE NEW OPENING

WIRE ROPE. PROVIDE NEW PULLEYS PROPERLY MOUNTED IN PREVIOUS PULLEY

LEVERAGE BRACKETS. THE NEW REELS SHALL BE SUPPLIED WITH 100’ OF 1/4�

SPRING TENSIONED REELS MODIFIED AS SHOWN ON DRAWING M-400 WITH

PROVIDE AND INSTALL NEW CABLE RETRIEVAL SYSTEM CONSISTING OF TWO 3.

BOLTS, ETC.)

AND OTHER ASSOCIATED COMPONENTS (E.G. BEARINGS, PULLEYS, MOUNTING

REMOVE EXISTING PIN ENGAGEMENT CABLES, SPOOLS, STRUCTURAL MOUNTS 2.

REQUIREMENTS IN ADDITION TO THE WORK STATED BELOW.

WHILE RAISING THE HOIST. REFER TO DRAWING M-400 FOR NEW SYSTEM

CABLE RETRIEVAL SO THE HOIST OPERATOR NEED NOT SPOOL THE PIN CABLES

THE HOIST IS IN OPERATION. THE NEW SYSTEM IS INTENDED TO AUTOMATE THE

THE EXISTING CABLE RETRIEVAL SYSTEM MUST BE OPERATED BY HAND WHILE 1.

BULKHEAD PIN ENGAGEMENT PIN SYSTEM NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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D A

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S U

B M

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D B

P L

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C A

L E

P L

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A T

C O

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R A

C T N

D A

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A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

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C K I S

L A

N D

U .S

A R

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BELOW TROLLEY FLOOR DECKING

PHOTO 3A - PIN ENGAGEMENT LEVER

AT SOUTH END OF LEVER

PHOTO 3C - CABLE TERMINATION

AT NORTH END OF LEVER

PHOTO 3B - CABLE TERMINATION

CHARACTERISTICS. WIRE SHALL BE SECURED WITH NO LESS THAN 2 CLIPS.

WIRE ROPE USERS MANUAL FOR NECESSARY LOOP DIMENSIONS AND

NEW CONNECTIONS SHALL BE STEEL LOOP WITH U-BOLT CLIPS. REFER TO 2.

CONNECTIONS TO EXISTING EYE BOLTS.

ROUTE NEW CABLES THROUGH TROLLEY FLOOR DECKING AND PROVIDE NEW 1.

PIN ENGAGEMENT LEVER NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

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

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

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C K I S

L A

N D

U .S

A R

M Y C

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P I

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A N

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PHOTO 4 - NORTH HOIST CABLE SYSTEM PHOTO 6A - HOIST CABLE TERMINATION TO DRUM

PHOTO 6B - HOIST CABLE TERMINATION TO DRUM

STRONGBACK CONNECTION

PHOTO 5 - HOIST SYSTEM PULLEY AND

SHALL BE DUPLICATED. ANCHOR BLOCK MAY BE REUSED.

EXISTING ROPE TERMINATIONS TO DRUM AS SHOWN IN PHOTOS 6A AND 6B 3.

REQUIREMENTS.

SHALL BE REPLACED IN KIND. REFER TO THE SPECIFICATIONS FOR ADDITIONAL

EXISTING WIRE ROPES ARE 333� LONG 9/16�f RIGHT REGULAR LAY AND 2.

EXISTS.

INSTALLING NEW WIRE ROPE IN SAME MANNER AND CONFIGURATION AS IT

CONTRACTOR WILL PROVIDE TEMPORARY SUPPORT FOR STRONGBACK WHILE

REMOVE AND REPLACE EXISTING WIRE ROPE ON EACH END OF HOIST. 1.

HOIST CABLE REPLACEMENT NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

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

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

A N

C K I S

L A

N D

U .S

A R

M Y C

O R

P S O

F E

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N D D

A M

D A

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K H

E A

D L

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P I

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B G

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J C

J W

E-100

AUXILIARY LOCK

AUXILIARY LOCK RIVER WALL

E L E

C T

A L

POWER HOUSE

0 5

SCALE: 1’’ = 5’

10FT 5

M V

ELECTRICAL & PHOTO KEY PLAN

P H

O T

O K

E Y D

E T

L A

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ELECTRICAL NOTE 2

LIFTER, SEE

EXISTING BULKHEAD

W E

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R O

C K I S

L A

N D

A V

E N

P O

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SEE SHEET E-400 FOR DETAILS

RECEPTACLE WITH DISCONNECT

EXISTING MAINTENANCE FLEET

RESISTOR BANKS .............................................. 4 TOTAL

DISCONNECT SWITCH AND ENCLOSURE ...... 1 TOTAL

ELECTRICAL ENCLOSURES ............................ 12 TOTAL

MASTER CONTROL STATION .......................... 1 TOTAL

CONDUCTOR BAR SYSTEM ............................. APPROX. 1200 FEET

QUANTITIES OF EXISTING EQIPMENT:

DETAILS

NEW, SEE SHEET E-904 FOR

SHALL BE REPLACED WITH

FOR BULKHEAD LIFTER

MASTER CONTROL PANEL

AND E-903 FOR DETAILS

AND SHEETS E-902

SEE ELECTRICAL NOTE 3

REPLACED WITH NEW,

ON LIFTER SHALL BE

EQUIPMENT AND CABLES

EXISTING ELECTRICAL

FOR DETAILS

WITH NEW SEE SHEET E-901

SYSTEM SHALL BE REPLACED,

EXISTING CONDUCTOR BAR

ELECTRICAL NOTE 1

NEW LIMIT SWITCH, SEE

PROVIDE AND INSTALL

ELECTRICAL NOTE 1

NEW LIMIT SWITCH, SEE

PROVIDE AND INSTALL

SEE SHEETS E-901 THRU E-904

TYPICAL - INDICATES ORIENTATION AND NUMBER OF PHOTO

CONTROL PANEL INTERFACE ARE SHOWN ON ADDITIONAL SHEETS.

REQUIREMENTS LISTED IN THE SPECIFICATIONS. DETAILS REGARDING

TO MAKE THE BULKHEAD LIFTER FULLY FUNCTIONAL, WHILE MEETING

ELECTRICAL EQUIPMENT CONNECTED TO ENCLOSURES REQUIRED

EQUIPMENT AND COMPONENTS, CABLES AND RACEWAYS, OR ANY

REPLACING ALL ELECTRICAL ENCLOSURES AND INCLUSIVE

CONTROLS EQUIPMENT RESIDING WITHIN THE BULKHEAD LIFTER BY

3. THE CONTRACTOR SHALL REPLACE ALL ELECTRICAL POWER AND

TO BE AT OPPOSITE END OF DAM NEXT TO THE STORAGE YARD.

BULKHEAD LIFTER REQUIRES THE BULKHEAD LIFTER’S LOCATION

IS NEAR THE AUXILIARY LOCK RIVER WALL. CONSTRUCTION ON

2. BULKHEAD LIFTER IS SHOWN IN THE STORAGE LOCATION, WHICH

ADDITIONAL DETAILS.

CAPABLE OF DETECTING RAIL STOP. SEE SPECIFICATIONS FOR

OF RAIL STOP TO PROVIDE AND INSTALL LIMIT SWITCHES

SYSTEM. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION

RAIL STOP BY ELECTRICALLY INTERLOCKING WITH BRIDGE BRAKE

PREVENT BULKHEAD LIFTER FROM OVER TRAVEL AND IMPACTING

1. BRIDGE TRAVEL LIMIT SWITCHES SHALL BE INSTALLED TO

ELECTRICAL NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

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

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

A N

C K I S

L A

N D

U .S

A R

M Y C

O R

P S O

F E

N G

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C K A

N D D

A M

D A

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K H

E A

D L

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P I

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B G

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J C

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E-400

AUXILIARY LOCK

AUXILIARY LOCK RIVER WALL

E L E

C T

A L

POWER HOUSE

M V

E -4

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MAINTENANCE FLEET RECEPTACLE CABLE & RACEWAY

ELECTRICAL DEMOLITION PLAN

MAINTENANCE FLEET RECEPTACLE CABLE & RACEWAY

ELECTRICAL NEW WORK PLAN

AUXILIARY LOCK

POWER HOUSE

AUXILIARY LOCK RIVER WALL

JUNCTION BOX

EXISTING 480 V

BAR SYSTEM

EXISTING CONDUCTOR

WITH DISCONNECT

FLEET RECEPTACLE

EXISTING MAINTENANCE

BAR SYSTEM

EXISTING CONDUCTOR

SEE NOTE 2

JUNCTION BOX,

EXISTING 480 V

SEE NOTE 1

WITH DISCONNECT,

FLEET RECEPTACLE

EXISTING MAINTENANCE

ABOVE LOCK WALL

MOUNTED 11’-5"

" RGS2

1EXISTING

" RGS, SEE NOTE 14

3IN

EXISTING (3) #4, (1) #12 GND.

ABOVE LOCK WALL

MOUNTED 11’-5"

" RGS2

1EXISTING

EXISTING CONDUCTOR BAR SYSTEM. TOTAL LENGTH OF EXISTING RACEWAY IS APPROXIMATELY 35’-0".

SYSTEM. RACEWAY GOES FROM RECEPTACLE, UP APPROXIMATELY 6’-0", AND THEN STRAIGHT TO

1. DEMOLISH CABLE, CONDUIT, AND ALL MOUNTING HARDWARE FROM RECEPTACLE TO CONDUCTOR BAR

DEMOLITION NOTES:

C A

B L E R

A C

E W

A Y P

L A

N S

M A

T E

N A

N C

E F

L E

E T R

E C

E P

T A

C L E

DRAWINGS.

EXISTING CABLES, EXISTING JUNCTION BOX, AND EXISTING CONNECTIONS WITHIN JUNCTION BOX, SEE REFERENCE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS. FOR MORE DETAILS ON

OF JUNCTION BOX. ALL ELECTRICAL AND SAFETY CODES MUST BE ADHERED TO, WHEN INSTALLING NEW EQUIPMENT.

P7J. CONTRACTOR SHALL TERMINATE NEW GROUND CABLE AT THE GROUND BUS BAR IN LOWER RIGHT CORNER

AS CURRENTLY USED WITHIN THE EXISTING JUNCTION BOX, WHEN CONNECTING NEW CABLE TO EXISTING CABLE

2. CONTRACTOR SHALL CONNECT NEW CABLE TO EXISTING CABLE P7J. CONTRACTOR SHALL USE SAME METHODS

SHALL MEET NEMA 4X STANDARDS.

JUNCTION BOX. CONDUIT SHALL PENETRATE THRU THE BOTTOM OF JUNCTION BOX. ALL CONDUIT PENETRATIONS

" CONDUIT NOTED ABOVE, THEN MAINTAIN THAT ELEVATION TO THE 480 V2

1 TO THE ELEVATION OF THE EXISTING

ENTER THRU THE TOP OF THE DISCONNECT ENCLOSURE AT EXISTING TAPPED LOCATION, AND RUN UP THE WALL

1. PROVIDE AND INSTALL CABLE, CONDUIT, AND MOUNTING HARDWARE FOR NEW RACEWAY. NEW RACEWAY SHALL

NEW WORK NOTES:

IN 1" RGS

NEW (3) #2, (1) #6 GND.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

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

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

A N

C K I S

L A

N D

U .S

A R

M Y C

O R

P S O

F E

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R S

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E-901

C K A

N D D

A M

D A

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K H

E A

D L

T E

R R

E P

P I

E R

PHOTO 3 - DISCONNECT SWITCH

PHOTO 1 - CONDUCTOR BAR PERSONNEL GUARDS PHOTO 2 - CONDUCTOR BAR SYSTEM

E X

G P

H O

T O

S I

S Y

S T

E M R

E H

A B

A T

C O

N D

U C

T O

R B

A R

(TYP. OF 3) SEE NOTES

CONDUCTOR BARS

REPLACE 480V, 3 PH

SWITCH AND ENCLOSURE

REPLACE DISCONNECT

AND CONNECTORS

REPLACE CABLES

AND ENCLOSURE

SEE NOTES

COLLECTOR SHOE

REPLACE

W E

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L A

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(TYP. 7) SEE NOTE 1

PERSONNEL GUARDS

CONDUCTOR BAR

DEMOLISH WOODEN

TO PRE-CONSTRUCTION CONDITIONS PRIOR TO REINSTALLATION.

SHALL BE REPLACED WITH LIKE MATERIALS. GRATING SHALL BE REINSTALLED AND RESTORED

SECTIONS MAY BE REMOVED. ALL MOUNTING HARDWARE USED TO AFFIX GRATING SECTIONS

GUARDS. GRATING SHALL BE PLACED BACK IN ORIGINAL LOCATIONS BEFORE NEW GRATING

BRIDGE DECK GRATING AT A TIME IN ORDER TO PERFORM WORK ON EXISTING PERSONNEL

ENTIRE LENGTH OF DAM. CONTRACTOR SHALL ONLY REMOVE 6’-0" X 38’-0" OF DAM SERVICE

FASTENERS, AND ALL HARDWARE USED TO SUPPORT ONLY THE PERSONNEL GUARDS ACROSS

1. CONDUCTOR BAR PERSONNEL GUARDS ARE WOOD BOARDS. SECTIONALLY DEMOLISH GUARDS,

NOTES:

MATERIALS.

ALL MOUNTING HARDWARE USED TO AFFIX GRATING SECTIONS SHALL BE REPLACED WITH LIKE

REINSTALLED BACK IN ORIGINAL LOCATIONS BEFORE NEW GRATING SECTIONS MUST BE REMOVED.

TIME, IN ORDER TO PERFORM WORK ON CONDUCTOR BAR SYSTEM. GRATING SHALL BE

4. CONTRACTOR SHALL ONLY REMOVE 6’-0" X 38’-0" OF DAM SERVICE BRIDGE DECK GRATING AT A

COLLECTOR SHOE SHALL BE REDUNDANT TYPE. SEE SPECIFICATIONS FOR DETAILS.

3. INSTALL NEW COLLECTOR SHOE IN CONJUNCTION WITH NEW CONDUCTOR BAR SYSTEM. NEW

REFERENCE DRAWINGS FOR DETAILS.

TO POWER NEW CONDUCTOR BAR SYSTEM AT IT’S NEW LOCATION. SEE SPECIFICATIONS AND

CABLES AND RACEWAY FROM JUNCTION BOXES TO EXISTING CONDUCTOR BAR SYSTEM, IN ORDER

CONDUCTOR BAR SYSTEM. CONTRACTOR SHALL REPLACE JUNCTION BOX CONNECTIONS, FEEDER

BAR SYSTEM SHALL BE POWERED FROM EXISTING JUNCTION BOXES THAT POWER THE EXISTING

NOT IMPEDE THE FULL RANGE OF TRAVEL AND FUNCTION OF THE BULKHEAD LIFTER. CONDUCTOR

EXISTING JUNCTION BOXES AS REQUIRED BY APPLICABLE CODES. NEW CONDUCTOR BARS SHALL

INTERFERE WITH, NOR IMPEDE THE PROPER PHYSICAL ACCESS TO EXISTING LADDERS AND

SAME PLACE AS THE EXISTING CONDUCTOR BAR SYSTEM. THE NEW CONDUCTOR BARS SHALL NOT

WITH THE SPECIFICATIONS. NEW CONDUCTOR BARS SHALL BE INSTALLED IN ESSENTIALLY THE

2. INSTALL NEW CONDUCTOR BAR SYSTEM ACROSS ENTIRE LENGTH OF DAM IN ACCORDANCE

MOUNTING HARDWARE. DEMOLISH COLLECTOR SHOE AND ALL ASSOCIATED MOUNTING EQUIPMENT.

LENGTH OF DAM, THIS INCLUDES, BUT IS NOT LIMITED TO, CONDUCTOR BARS AND ALL RELATED

1. DEMOLISH EXISTING 480 V, 3 PHASE, 100 A COPPER CONDUCTOR BAR SYSTEM ACROSS ENTIRE

NOTES:

IN ACCORDANCE WITH THE SPECIFICATIONS.

NEMA 4X STAINLESS STEEL ENCLOSURE WITH NEMA 4X CONDENSATE DRAIN, AND CABLES

ENCLOSURE IS 13"D x 35"H x 20"W. INSTALL NEW 480 V, 3 PHASE, 100 A DISCONNECT SWITCH, AND ALL CABLES CONNECTED TO SWITCH. APPROXIMATE DIMENSIONS OF EXISTING

1. DEMOLISH EXISTING 480 V, 3 PHASE, 100 A DISCONNECT SWITCH, SWITCH ENCLOSURE,

NOTES:

DAM STRUCTURE CONTAINS APPROX. 60’-0" X 8’-0" OF CORRUGATED METAL ROOFING.

UPON REINSTALLATION OF ROOFING. BOTH UPSTREAM AND DOWNSTREAM SIDE OF

HARDWARE USED TO AFFIX ROOFING TO DAM STRUCTURE WITH LIKE MATERIALS,

COMPLETE CONTRACT WORK. CONTRACTOR SHALL REPLACE ALL MOUNTING

LOCATION, WHICH WILL BE REQUIRED TO REMOVE AND REINSTALL IN ORDER TO

1. CORRUGATED METAL ROOFING IS LOCATED ABOVE THE BULKHEAD LIFTER STORAGE

GENERAL NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

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

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

FINAL

A N

C K I S

L A

N D

U .S

A R

M Y C

O R

P S O

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E-902

C K A

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A M

D A

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K H

E A

D L

T E

R R

E P

P I

E R

E X

G P

H O

T O

H A

A T

E L E

C T

A L A

N D C

O N

T R

O L

SEE NOTE 1

ENCLOSURE,

REPLACE

PHOTO 4 - AUXILIARY ENCLOSURE

SEE NOTE 1

ENCLOSURE,

REPLACE

W E

K -1

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R O

C K I S

L A

N D

A V

E N

P O

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SEE NOTE 1

ENCLOSURE,

REPLACE

SEE NOTE 2

RESISTOR BANKS,

REPLACE

PHOTO 5 - BRIDGE ENCLOSURE & RESISTOR BANKS

SEE NOTE 2

RESISTOR BANKS,

REPLACE

SEE NOTE 1

ENCLOSURE,

REPLACE

PHOTO 7 - HOIST ENCLOSURE & RESISTOR BANKS

SPECIFICATIONS FOR ADDITIONAL DETAILS.

EXISTING ENCLOSURE IS APPROXIMATELY 20"D X 28"H X 46"W. SEE

ENCLOSURE, TERMINAL STRIPS, CONNECTORS, AND MOUNTING HARDWARE.

EQUIPMENT, INCLUDING ALL CABLES AND RACEWAYS FEEDING TO AND FROM

1. REPLACE ELECTRICAL ENCLOSURE AND ALL INCLUSIVE EQUIPMENT WITH NEW

NOTES:

"H X 13"W IN SIZE.2

1 AND FROM BANKS. BANKS ARE APPROXIMATELY 13"D X 7

2. REPLACE RESISTOR BANKS, INCLUDING ALL CABLES AND RACEWAYS FEEDING TO

ADDITIONAL DETAILS.

20"D X 28"H X 40"W. SEE SPECIFICATIONS AND REFERENCE DRAWINGS FOR

AND MOUNTING HARDWARE. EXISTING LOWER ENCLOSURE IS APPROXIMATELY

RACEWAYS FEEDING TO AND FROM ENCLOSURE, TERMINAL STRIPS, CONNECTORS,

AND CONTROL EQUIPMENT WITH NEW EQUIPMENT, INCLUDING ALL CABLES AND

1. REPLACE ALL ELECTRICAL ENCLOSURES AND ALL INCLUSIVE BRIDGE MOTOR POWER

NOTES:

"H X 21"W IN SIZE.2

1 AND FROM BANKS. BANKS ARE APPROXIMATELY 16"D X 7

2. REPLACE RESISTOR BANKS, INCLUDING ALL CABLES AND RACEWAYS FEEDING TO

ADDITIONAL DETAILS.

20"D X 28"H X 91"W. SEE SPECIFICATIONS AND REFERENCE DRAWINGS FOR

AND MOUNTING HARDWARE. EXISTING LOWER ENCLOSURE IS APPROXIMATELY

RACEWAYS FEEDING TO AND FROM ENCLOSURE, TERMINAL STRIPS, CONNECTORS,

AND CONTROL EQUIPMENT WITH NEW EQUIPMENT, INCLUDING ALL CABLES AND

1. REPLACE ALL ELECTRICAL ENCLOSURES AND ALL INCLUSIVE HOIST MOTOR POWER

NOTES:

REFERENCE DRAWINGS FOR ADDITIONAL DETAILS.

EXISTING ENCLOSURE IS APPROXIMATELY 20"D X 28"H X 62"W. SEE SPECIFICATIONS AND

TO AND FROM ENCLOSURE, TERMINAL STRIPS, CONNECTORS, AND MOUNTING HARDWARE.

EQUIPMENT WITH NEW EQUIPMENT, INCLUDING ALL CABLES AND RACEWAYS FEEDING

1. REPLACE ELECTRICAL ENCLOSURE AND ALL INCLUSIVE TROLLEY MOTOR POWER AND

NOTES:

PHOTO 6 - TROLLEY ENCLOSURE

RESISTOR BANKS. SEE SPECIFICATIONS FOR DETAILS.

ON INTERNAL COMPONENTS AND OTHER INFORMATION FOR ELECTRICAL ENCLOSURES AND

UPON REQUEST, WHICH CONTAINS WIRING DIAGRAMS, ENCLOSURE DIMENSIONS, INFORMATION

3. BULKHEAD LIFTER INSTRUCTION MANUAL WILL BE MADE AVAILABLE TO THE CONTRACTOR,

ELECTRICAL CODE ARTICLE 110.

ENCLOSURES SHALL BE HINGED AND OPEN TO A MINIMUM OF 90 DEGREES. SEE NATIONAL

SHALL BE EQUIPPED WITH NEMA 4X CONDENSATION DRAIN. ALL DOORS ON NEW

2. ALL NEW ENCLOSURES SHALL BE NEMA 4X TYPE 304 STAINLESS STEEL. NEW ENCLOSURES

NEW ENCLOSURES SHALL NOT EXCEED 30" FROM BULKHEAD FLOOR AFTER INSTALLATION.

ENCLOSURES, IF SPACE PERMITS AND MEETS ELECTRICAL AND SAFETY CODES. TOPS OF

REQUIRED TO REPLACE ENCLOSURES WITH LIKE SIZE AND MAY COMBINE MULTIPLE

3’-0" ON UPSTREAM SIDE AFTER NEW ENCLOSURES ARE INSTALLED. CONTRACTOR IS NOT

CONTRACTOR SHALL MAINTAIN EXISTING AISLE WIDTH OF 2’-6" ON DOWNSTREAM SIDE AND

EXISTING ENCLOSURES, CONTENTS OF EACH ENCLOSURE, AND EXISTING AISLE WIDTH.

1. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS, INCLUDING DIMENSIONS OF

GENERAL NOTES:

C K I S

L A

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SEE NOTE 1

ENCLOSURES,

REPLACE

SEE NOTE 1

ENCLOSURES,

REPLACE

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PHOTO 8 - BRIDGE BRAKE CONTROL ENCLOSURES PHOTO 9 - HOIST BRAKE CONTROL ENCLOSURES

ADDITIONAL DETAILS.

20"D X 24"H X 20"W. SEE SPECIFICATIONS AND REFERENCE DRAWINGS FOR

FEEDING TO AND FROM ENCLOSURES. EXISTING ENCLOSURES ARE APPROXIMATELY

480 / 120 V TRANSFORMER, CONTACTOR, TERMINAL STRIPS, CABLES AND RACEWAYS

AND CONTROL EQUIPMENT WITH NEW EQUIPMENT, INCLUDING BUT NOT LIMITED TO

1. REPLACE BOTH ELECTRICAL ENCLOSURES AND ALL INCLUSIVE BRIDGE BRAKE POWER

NOTES:

ADDITIONAL DETAILS.

20"D X 24"H X 20"W. SEE SPECIFICATIONS AND REFERENCE DRAWINGS FOR

FEEDING TO AND FROM ENCLOSURES. EXISTING ENCLOSURES ARE APPROXIMATELY

480 / 120 V TRANSFORMER, CONTACTOR, TERMINAL STRIPS, CABLES AND RACEWAYS

AND CONTROL EQUIPMENT WITH NEW EQUIPMENT, INCLUDING BUT NOT LIMITED TO

1. REPLACE BOTH ELECTRICAL ENCLOSURES AND ALL INCLUSIVE HOIST BRAKE POWER