Tygart_Dam_Bulkhead_Hoist_Repairs_Plans_W911WN-16-B-8009.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

W911WN-16-B-8009

MONONGAHELA RIVER BASIN

TYGART RIVER LAKE

TAYLOR COUNTY, WEST VIRGINIA

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CERTIFIED FINAL DOCUMENTS

BULKHEAD HOIST REPAIRS

MAY 2016

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/s/ JOHN E. NITES, P.E.

23 MAY 2016

23 MAY 2016

23 MAY 2016

M

A Y

/s/ JEFFREY E. FRITZ, P.E.

/s/ STEPHEN R. STOLTZ, P.E.

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DRAWINGSREFERENCE

NUMBERFILE TITLE

O37c-U1-40/35 ELEVATION DOWNSTREAM AND SECTION ELEVATION, END ELEVATION, UPSTREAM -BULKHEAD

O37c-U1-40/36 SECTIONS AND VIEWS -BULKHEAD

O37c-U1-53/1

ELEVATION UPSTREAM ANDPLAN

GENERAL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/2

SECTIONS

TYPICAL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/3

DETAILS ANDELEVATION

PLAN, - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/4

PIER WEST AT ELEVATION ANDPLAN

ENLARGED - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/5

PIER EAST ATPLAN

ENLARGED - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/6

PIER EAST ATPLAN

PLATFORM - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/7

DETAILS MISCAND

BRACKET - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/8

DETAILS

BRACKETS - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/9

DETAILS

MONORAIL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/10

DETAILS

MISC - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/11

DETAILSSTORAGE

BULKHEAD - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/12

OPENINGS SLUICE AT DETAILSGUIDE

BULKHEAD - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/13

DETAILS GRATINGS ANDHANDRAILS

-LADDERS, REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/14

DETAILSRACK

TRASH - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-53/18

TROLLEY

& HOIST - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-56/20

DETAILS

ELECTRICAL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-56/21

DETAILS

ELECTRICAL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-56/22

STATION

CONTROL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-56/23

DETAILS

ELECTRICAL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-56/24

DETAILS &PANEL

CONTROL - REPLACEMENT SYSTEM HOIST BULKHEAD AND RENOVATIONS GATE SLIDE ANDSLUICE

O37c-U1-62/11 DETAILS -BULKHEAD

DRAWINGSCONTRACT

NUMBERFILE

NUMBER

SHEET

TITLE

GENERAL

M037c_100_G-1010 G-1010 SHEETCOVER

M037c_100_G-1011 G-1011 ABBREVIATIONS & INDEX, DRAWING REFERENCECONTRACT, M037c_100_G-1012 G-1012 AREA LAYDOWN & LIMITS WORKCONTRACTOR

M037c_100_G-1013 G-1013 VIEW ISOMETRICGENERAL

STRUCTURAL

M037c_553_S-1010 S-1010 DETAILS AND ELEVATION PLAN, - BEAM MONORAILREMOVABLE

M037c_553_S-1011 S-1011 SECTIONS AND ELEVATION, PLAN, - CANOPYREMOVABLE

M037c_553_S-1012 S-1012 SECTIONS AND ELEVATION - CANOPYREMOVABLE

M037c_553_S-5013 S-5013 DETAILS AND SECTIONS - CANOPYREMOVABLE

M037c_553_S-5014 S-5014 DETAILS AND SECTIONS, ELEVATION, - MODIFICATIONSMISCELLANEOUS

M037c_553_S-5015 S-5015 DETAILS AND SECTIONS - MODIFICATIONSMISCELLANEOUS

M037c_553_S-5016 S-5016 DETAILS & SECT., PLAN, - REPAIRS DRAIN MONOLITH - MODIFICATIONSMISCELLANEOUS

ELECTRICAL

M037c_556_E-1020 E-1020 SECTION & ELEVATION, PLAN, - RAILCONDUCTOR

M037c_556_E-1021 E-1021 PLAN - BUILDING PIEREAST

M037c_556_E-6022 E-6022 DETAIL & PLAN LAYOUT BAR - RAILCONDUCTOR

M037c_556_E-6023 E-6023 DETAILS - BARCONDUCTOR

M037c_556_E-6024 E-6024 DIAGRAM LINE ONE CONNECTION POWER & CIRCUIT HEATER - RAILCONDUCTOR

MECHANICAL

M037c_434_M-6010 M-6010 INSTALLATION - ARM BRACKETPENDANT

M037c_434_M-6011 M-6011 DETAILS - ARM BRACKETHOIST

ABBREVIATIONS

BOX J.JB, BOXJUNCTION

1"C GRD, #10 #8,4

CONDUITDIA.

1" IN WIRE GROUND AWG 10 SIZE&

8AWG SIZE CONDUCTORS, SINGLE4 LG LONG

LLV VERTICAL LEGLONG

3PH THREE-PHASE MAX MAXIMUM

4W WIRE4 MCC CENTER CONTROLMOTOR

AMPA, AMPERE M.J. JOINTMONOLITH

AWG GAUGE WIREAMERICAN NEMA ASSOCIATION MANUFACTURERS ELECTRICALNATIONAL

BOT/ BOTTOM NFPA ASSOCIATION PROTECTION FIRENATIONAL

C CONDUIT NO. NUMBER

CGB BUSHING GRIPCORD F.S &N.S. SIDE FAR AND SIDENEAR

DIA DIAMETER P POLE

SW.DISC. SWITCHDISCONNECT PH PHASE

DWG DRAWING PL PLATE

D/S DOWNSTREAM PVC CHLORIDEPOLYVINYL

EA EACH R RADIUS

EL ELEVATION REQ'D REQUIRED

EXIST EXISTING SCH. SCHEDULE

F FAHRENHEIT SP SPARE

FT FEET/FOOT SPDT THROW DOUBLE POLESINGLE

GRD GND,G, GROUND ST STEEL

GALV GALVANIZED TOP/T/, TOP

GEN GENERATOR THK THICK

GFE EQUIPMENT FURNISHEDGOVERNMENT TYP TYPICAL

GR GRADE V VOLTS

GRS STEEL RIGIDGALVANIZED VERT VERTICAL

HP POWERHORSE VAC CURRENT ALTERNATINGVOLTS

H.P. POINTHIGH W WATTS

HR HANDRAIL W/ WITH

HZ HERTZ W.P. POINTWORK

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CONTRACTOR WORK LIMITS

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CONTRACTOR WORK LIMITS

OFFICE TRAILER PARKING

CONTRACTOR'S AREA FOR

CONTRACTOR LAYDOWN AREA

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& POWER PLANT

PUMPING STATION

CITY OF GRAFTON

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SETTLING

BASIN

WATER WORKS

C B

PIPE

CB

CB

CB

B

DRAWING S-5014 FOR DETAILS

WELDED BULKHEAD. SEE

NEW SADDLES AT TOP OF DETAILS

SEE DRAWINGS M-6010 & M-6011 FOR

NEW GOVERNMENT FURNISHED HOIST

SEE DRAWING S-1010 FOR DETAILS

NEW REMOVABLE MONORAIL BEAM

DETAILS

SEE DRAWING S-5016 FOR

CORBEL TO BE REPAIRED

E-6025 FOR DETAILS

SEE DRAWINGS E-1020 THRU

NEW CONDUCTOR RAIL SYSTEM

DETAILS

SEE DRAWING S-5014 FOR

NEW REMOVEABLE HANDRAIL

(TYP) 10 TOTAL

EXISTING BULKHEAD GUIDE

EXISTING HOIST AND MONORAIL BEAM

SEE DRAWING S-1011

NEW REMOVABLE CANOPY

SEE NOTE 3

EXISTING RIVETED BULKHEAD

SEE NOTE 3

EXISTING WELDED BULKHEAD

G-1013

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GENERAL ISOMETRIC VIEW

FURNISHED HOIST SEE SPECIFICATION SECTION 14 22 23.51 08.

REQUIREMENTS FOR THE EXISTING HOIST AND NEW GOVERNMENT4.

SEE SPECIFICATION SECTION 05 12 00.

FOR REHABILITATION OF EXISTING WELDED AND RIVETED BULKHEADS3.

FOR PAINTING SEE SPECIFICATION SECTION 09 97 02.2.

SEE REFERENCE DRAWING O37c-U1-53/1.

FOR ELEVATIONS AND DETAILS OF THE BULKHEAD HOIST SYSTEM1.

NOTES:

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W24x94 MONORAIL BEAM

PLATE

•" STIFFENER

W24

1'-2"

1'-0"

4"

2"

P ‡" THK

EYEBOLT

FOR 1" DIA

1ˆ" DIA HOLE

6"

"2

2 "2

"16

17'-5

‡" DIA HOLES

"2

3'-10""2

8'-11"16

4'-8

"16

17'-5

"8

15'-0

"8

4"

W24

"16

6" 4"

IN BEAM

2-‡" DIA HOLES

W/6" STEM

LONG ON W24,

ST12x40, 10"

2"

W/ ‡" DIA. HOLES

L4x4x…"x0'-7" (EA SIDE)

CENTER PLATE ON W24

HOLE FOR NO. 3 CLEVIS.

P 6"x4"xƒ" W/ 1•" DIA.

F.S.)

TYP. (N.S. &

WHEEL STOP,

BOLTS

•" DIA. COUNTERSUNK LAG

ANCHORED INTO L4x4 W/ 2-

4x4x12" LONG WHITE OAK

PENETRATION WELD

COMPLETE JOINT

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DETAIL

SCALE: 3"=1'-0"

TYPICAL LIFTING LUG DETAIL

DETAIL

SCALE: 1•"=1'-0"

DETAIL

SCALE: 1•"=1'-0"

DETAIL

SCALE: 1•"=1'-0"

LC

PLAN ELEVATION

0 3" 6"

SCALE: 3"=1'

1' 1' 2'0 6"

SCALE: 1•"=1'

0 1' 2' 3'

SCALE: ƒ"=1'

L Š

DETAIL

SCALE: 1•"=1'-0"

LC BEAM

LC

B

E A

M

L

Š

LC

F L

O W

SCALE: ƒ"=1'-0"

PLAN - REMOVABLE MONORAIL BEAM

R E

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B L E M

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A

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B

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T E

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DETAIL (OPP HAND)

SCALE: 1•"=1'-0"

SCALE: ƒ"=1'-0"

D/S ELEVATION - REMOVABLE MONORAIL BEAM

BOLTS

BEAM FOR ƒ" DIA

Ž" DIA HOLES IN

SEE SHEETS S-1011, S-1012 AND S-5013.

FOR DETAILS RELATED TO REMOVABLE CANOPY, 1.

NOTE:

BE SNUG TIGHT ONLY.

LOOSE. FIELD BOLTING OF THESE ANGLES SHALL

AND C ON DRAWING S-1011 TO BE SHIPPED

ANGLE BRACING (L4x4x…) SHOWN IN SECTION B 6.

SPEC 09 97 02.

ALL PAINTING SHALL BE IN ACCORDANCE TO 5.

AWS D1.1 (LATEST ADDITION).

PERFORM ALL WELDING IN ACCORDANCE WITH 4.

TO ASTM A53 GR B.

PIPE SHALL BE STANDARD WEIGHT CONFORMING 3.

ASTM 36.

STRUCTURAL ANGLE AND CHANNELS SHALL BE 2.

50.

ASTM A992. PLATES SHALL BE ASTM A572 GR

STRUCTURAL WIDE FLANGE SHAPES SHALL BE 1.

STEEL NOTES:

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VERT L4x4x…" AT

L4x4x…"

CURVED RIB

W24x94 MONORAIL BEAM

ANGLE, TYP.

L4x4x…" EDGE

18'-4" (CANOPY)

L4x4x…" L4x4x…"

2'-0"3'-0"3'-0"2'-0"

C12x20.7

ST12x40

L6x4x•" LLV

VERT L4 ANGLE

CURVED

RIB

CURVED

RIB

VERT L4

ANGLEVERT L4 ANGLE

CURVED

RIB

VERT L4

ANGLE

CURVED RIB

W6x20

W6x20

ANGLE

VERT L4

2'-0"3'-0"3'-0"2'-0"

L6x3•x•" LLV

•" GALV ROOF DECKING

"4

5'-10"4

5'-10"4

5'-10

L6x4

L4x4x…" L4x4x…"

L6x3•x•" LLV

VERT L4x4

L6x4x•" LLV

L4x4x…"

CURVED RIB

L4x4x…"

CURVED RIB

L4x4x…"

CURVED RIB

L4x4x…"

CURVED RIB

L4x4x…"

CURVED RIB

L6x3•x•" LLV

L6x3•x•" LLV

L4x4x… EDGE

ANGLE

L4x4x… EDGE

EXIST W12

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R O

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ROOF NOT SHOWN FOR CLARITY.

NOTE:

R

C

B

LC

C

SECTION

SCALE: ƒ"=1'-0"

B

SECTION

SCALE: ƒ"=1'-0"

SCALE: ƒ"=1'-0"

PLAN - REMOVABLE CANOPY

0 1' 2' 3'

SCALE: ƒ"=1'

A

SLOPE

L

O W

S-5013

S-5013

S-5013

R E

M O

V A

B L E C

A N

O P

Y

P L

A N E

L E

V A

T

IO

N

A N

D S

E C

T

IO

N S

S-5013

S-5013

LC

S-5013

T/MONORAIL

BEAM

T/MONORAIL BEAM

+/- 0.00

D S-1012

E X

IS

x

E X x

J S

T E

E L E

MONORAIL, SEE SHEET S-1010.

FOR DETAILS RELATING TO THE NEW REMOVABLE 1.

NOTE:

A

D/S ELEVATION - REMOVABLE CANOPY

SCALE: ƒ"=1'-0"

S-1012

/s

V

IN

C E D

E C

A R

L O P .E

M

A Y

S O

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

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D E

S C

R

IP

T

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A R

K

S

IZ

E

S U

B M

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T E

D B

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D A

T E

C O

N T

R A

C T N

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C H

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K E

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D R

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N B

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A T

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SHEET ID

U .S

A R

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P S O

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®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E c S -1

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P

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-B -8

CERTIFIED FINAL DOCUMENTS

B U

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H E

A D H

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T R

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A

9"2'-6""4

1'-37'-6""16

1'-54'-0"

"8

1'-92'-0""8

2'-1"4

5'-10"4

2'-83'-2"7"

LLV, TYP

L6x3•x•"

L4x4x…"

VERTICAL

W6

C12

C12x20.7

W6x20

L6 ANGLE

HORIZONTAL

L6 ANGLE

HORIZONTAL

L6 ANGLE

HORIZONTAL

ANGLE

VERT L4 ANGLE

VERT L4

VERT L4 ANGLE

ANGLE

HORIZONTAL L6

VERT L4

W24x94 MONORAIL BEAM

W6 W6 W6

C12 C12 C12

ANGLE, TYP

VERT L4

ST12

EXIST W12

L4x4

CURVED RIB L4x4

E

Q U

S-1012

M O

R O

N E

F L

O W

R E

M O

V A

B L E C

A N

O

N

O R

IL

A M

E

N

O R

IL

A M

E

0 1' 2' 3'

SCALE: ƒ"=1'

B

SECTION

SCALE: 1•"=1'-0"

B

A

A

ELEVATION

SCALE: ƒ"=1'-0"

T/MONORAIL

BEAM

T/MONORAIL BEAM

+/- 0.00

E L E

V A

T

IO

N A

N D S

E C

T

IO

N S

E X x

E X x

J S

T E

E L E

MONORAIL, SEE SHEET S-1010.

FOR DETAILS RELATING TO THE NEW REMOVABLE 1.

NOTE:

TYP

TYP

TYP

D S-1011

SECTION

SCALE: ƒ"=1'-0"

S-1011

DETAIL

SCALE: 3"=1'-0"

TYP

0 3" 6"

SCALE: 3"=1'

1'

/s

V

IN

C E D

E C

A R

L O P .E

M

A Y

S O

L

IC

IT

A T

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N N

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D E

S

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N E

D B

Y

D E

S C

R

IP

T

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A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

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S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

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P S O

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IN

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®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E c S -1

.d g n

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IP

P

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.d g n

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D C

T S

B U

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H D

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CERTIFIED FINAL DOCUMENTS

B U

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T R

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A

"8

2'-0"

"8

1'-9

"2

1'-8

"2

PL.

•" THK LUG

L4x4x…"

VERTICAL

L4x4x…"

VERTICAL

"8

1'-0 "2

"2

W.P.

2"2"

L6x4x•"

PENETRATION

AROUND LUG

FLASH AND CAULK

T

Y P

L6x4x•"

PL.

•" THK LUG

L4x4x…"

CURVED RIB

L6x4x•", LLV

•" THK PL

L6x3•"x•", LLV

HORIZONTAL

L4x4x…"

VERTICAL

ANGLE

VERTICAL L4

ANGLE

HORIZONTAL L6

1'-1"

C12

HORIZONTAL L6

L4x4

H.P. VERT

RIB L4x4

H.P. CURVED

.5

.5

"4

(W12x40)

STAND

EXISTING HOIST

DECKING

1 •" GALV. ROOF

BOLT, TYP

ƒ" DIA A325

Ž" DIA HOLE FOR

STAND (W12x40)

EXISTING HOIST

•" THK PL

6•" (1'-1" LG.)

C12x20.7 CUT TO

DIA

1•"

"8

2'-0"

"8

1'-9

"2

1'-8

"2

•" THK PL

.5

"4

BOLT, TYP

ƒ" DIA A325

Ž" DIA HOLE FOR

BOLT, TYP

ƒ" DIA A325

Ž" DIA HOLE FOR

SPACER PL

5x3•x•"

DECKING

ROOF

GALV

1 •"

RIB

CURVED

E

Q U

S-5013

M O

R O

N E

LC

‚ ONLY

ANGLE

VERT

A

C

B

C

SECTION

SCALE: 1•"=1'-0"

S-1011

DETAIL

SCALE: 3"=1'-0"

S-1011

DETAIL

SCALE: 3"=1'-0"

S-1011

DETAIL

SCALE: 1•"=1'-0"

A

SECTION

SCALE: 3"=1'-0"

B

SECTION

SCALE: 1•"=1'-0"

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

R E

M O

V A

B L E C

A N

O P

Y

S E

C T

IO

N S A

N D D

E T

A

IL

S

S-1011

DETAIL

SCALE: 1•"=1'-0"

E

E

SECTION

SCALE: 1•"=1'-0"

-3'-9‡"

J S

T E

E L E

EL. 0.00±

T/MONORAIL BEAM

EL. 0.00±

T/MONORAIL BEAM

EL. 0.00±

T/MONORAIL BEAM

D

D

SECTION

SCALE: 1•"=1'-0"

LC

S-1011

DETAIL

SCALE: 1•"=1'-0"

-3'-9‡"

D

SHEET S-1010.

NEW REMOVABLE MONORAIL, SEE

FOR DETAILS RELATING TO THE 1.

NOTE:

/s

V

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A R

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D A

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SHEET ID

U .S

A R

M Y C

O R

P S O

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®of Engineers

US Army Corps

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A

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CERTIFIED FINAL DOCUMENTS

B U

L K

H E

A D H

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A

15'-0"11'-0"

GUIDE ASSEMBLY

EXISTING BULKHEAD

EXIST L4x4

L8x8

EXIST

L4x4x…

EXIST

L8x8xƒ

EXIST

2'-0"2'-0"2'-0"2'-0"

EXIST L4x4

L8x8

EXIST

"2

PIN IN EXIST L4

HOLE FOR •" DIA

DRILLED †" DIA

C OF FIELD

L3•x3•

L4x3•

FLUSH W/L8x8

CUT EXIST L4x4

FLUSH W/L8x8

CUT EXIST L4x4

L8x8xƒ

FLUSH WITH

L4x4x… CUT

REMOVE EXIST

"2

HITCH PIN

KEEPER CHAIN FOR

EYEBOLT TO ATTACH

Œ" DIA HOLE FOR

2" "4

40 PIPE

2•" DIA SCH

3"5"

PL, TYP

…" THK CAP

"2

3 THIS SHEET

HANDRAIL. SEE DETAIL

NEW BULKHEAD GUIDE

EX C12x20.7

AT 6" (TYP)

EX SAFETY CHAINS

"2

3"2

SEE NOTE 2.

44157 OR SIMILAR), TYP.

(FASTENAL PART NO.

PIN W/LYNCH PIN

DIA ZINC PLATED HITCH

†" DIA HOLE FOR •"

PIPE 1" LONG

COLLAR - 3" DIA SCH 40

L3•"x3•"

CENTER ON

7" LONG, LLH

L4x3•"x…"

"2

7"4

"4

L3•"x3•"x•"

5ƒ" LONG

E

Q U

S-5014

S

T E

E L E

0 3" 6"

SCALE: 3"=1'

1'

EL. 1151.0

BOT/MONORAIL

EL. 1143.0

TOP/MAINT. PLATFORM

L

EL. 1162.0

TOP BULKHEAD GUIDES

M J

STORAGE

C BULKHEAD L

STORAGE

C BULKHEAD

4' 8'0 2'

SCALE: ‚"=1'

SCALE: ‚"=1'-0"

PARTIAL ELEVATION

A

DETAIL

SCALE: 3"=1'-0"

A

SECTION

SCALE: 3"=1'-0"

M

IS

C E

L L

A N

E O

U S M

O D

IF

IC

A T

IO

N S

PLATFORM EL. 1118.0

TOP/BULKHEAD STORAGE

B

B

SECTION

SCALE: 3"=1'-0"

LC

C S-5015

C S-5015

DETAIL

SCALE: 3"=1'-0"

L

LC

LC

DETAIL

SCALE: 3"=1'-0"

S-5015

F

M O

R O

N E

X

9'-7"1" 1"

10'-5"

TYP

NOTE 1

7•" LONG, SEE

L3•"x3•"x•"

NOTES:

1. FOLLOWING INSTALLATION OF L3 •x3 •x INSTALL

REMOVABLE H.R. (DETAIL 3). THE TOP ANGLE L4x3 •x…

MAY THEN BE INSTALLED.

2.HITCH PIN IS REQUIRED AT TWO LOCATIONS. (ONE FOR

DETAIL 1 AND ONE FOR DETAIL 4).

3.USE NO. 3 HOT DIP GALVANIZED CHAIN ATTACHED TO

HITCH PIN AND •" DIAMETER EYE BOLT. CHAIN LENGTH TO

BE 1'-3" LG. (2 REQ'D).

E L E

V A

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A N

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A

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D E

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S

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S U

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D B

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D A

T E

C O

N T

R A

C T N

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C H

E C

K E

D B

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D R

A W

N B

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S

U E D

A T

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SHEET ID

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

A

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D C

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B U

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H D

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W N -1

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CERTIFIED FINAL DOCUMENTS

B U

L K

H E

A D H

O

IS

T R

E P

A

"8

"2

11 "2

(OUT TO OUT)

4'-8"

W24x84

NEW

EXIST W24x84

TYP.

EXIST P 1",

NEW W24

EXIST W24

P ƒ"x4"

P ƒ"x4"x4", TYP.

"2

RADIUS

OF WEB TO AVOID

CLIP CORNERS 1"x1"

6"

L4x4x…

EXIST

L8x8xƒ

EXIST

HITCH PIN

KEEPER CHAIN FOR

EYEBOLT TO ATTACH

Œ" DIA HOLE FOR

DIA PIN IN EXIST L4

†" DIA HOLE FOR •"

C OF FIELD DRILLED

EXIST C12

"16

= 6 ˆ"

CUT ARC LENGTH

PIPE, 4'-0" LG

3" DIA SCH 40

Q U

S-5015

S

T E

E L E

0 3" 6"

SCALE: 3"=1'

1'0 1' 2'

SCALE: 1"=1'

M

IS

C E

L L

A N

E O

U S M

O D

IF

IC

A T

IO

N S

LC

0 3"1"

SCALE: 6"=1'

6"

C S-5014

SECTION

SCALE: 6"=1'-0"

A

LC LC

L

A

L

L

TYP.

A

SECTION

SCALE: 1"=1'-0"

LC LC

L

S-5014

DETAIL

SCALE: 3"=1'-0"

S E

C T

IO

N S A

N D D

E T

A

IL

S

F

M O

R O

N E

4'-5"

TYP.

TYP.

TYP.

SCALE: 1"=1'-0"

TOP PLAN OF EXISTING (WELDED) BULKHEAD

037c-U1-40/35 AND 40/36.

BULKHEAD. SEE REFERENCE DRAWINGS

HORIZONTAL GIRDER WEBS OF THE WELDED

INSTALLED ON EACH OF THE FIVE

FOUR 1‚" DIA WEEPHOLES TO BE 2.

SPECIFICATION 05 12 00.

AND RIVETED BULKHEADS, SEE

FOR REHABILITATION OF EXISTING WELDED 1.

NOTE:

/s

V

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E C

A R

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E

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T E

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D A

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C O

N T

R A

C T N

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C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

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SHEET ID

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

®of Engineers

US Army Corps

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A

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P

W P :d m s \M c S -5

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H T S

D C

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B U

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H D

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T R

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T

L

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E R

T Y A

V E

P

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T S

B U

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H P

A

M O

N O

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A H

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A R

IV

E R B

A S

IN

T Y

G A

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A K

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W

W N -1

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CERTIFIED FINAL DOCUMENTS

B U

L K

H E

A D H

O

IS

T R

E P

A

WROUGHT IRON PIPE

EXISTING 8" DIA

ROADWAY ON DAM

3'-8"

6"

6"

8"

9"1

1"

"4

4"

"4

3'-4"

3'-0"

2'-4"

T Y

P

TYP

4"

OF PATCH, TYP.

AROUND PERIMETER

AT 60° ANGLE

ƒ" DEEP SAW CUT NOTE 1

SOUND CONCRETE, SEE

CONCRETE DOWN TO

REMOVE DETERIORATED

40'-0"39'-1"

BUILDING

EAST PIER

CONCRETE, TYP.

POLYMER-MODIFIED

ORIGINAL LINE WITH

REPLACE CONCRETE TO

CONCRETE, TYP.

POLYMER-MODIFIED

ORIGINAL LINE WITH

REPLACE CONCRETE TO

E

Q U

S-5016

M O

R O

N E

B

SECTION

SCALE: •"=1'-0"

SCALE: ‰"=1'-0"

TYPICAL MONOLITH DRAIN PLAN

A

EL. 1188.75

M .J

2' 4'0 1'

SCALE: •"=1'

0 4' 8' 12'

SCALE: ‰"=1'

M

IS

C E

L L

A N

E O

U S M

O D

IF

IC

A T

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N S

P L

A N S

E C

T

IO

N S

A N

D D

E T

A

IL

S

B

EXISTING PROPOSED

B

EL. 1188.75

A

SECTION

SCALE: •"=1'-0"

EXISTING PROPOSED M

O

N O

L

IT

H C

O R

B E

L R

E P

A

IR

F

M O

R O

N E

CHAMFER ALL EXPOSED EDGES ƒ"xƒ".2.

SURFACE WITH POLYMER-MODIFIED CONCRETE

METHOD AND REPAIRED TO ORIGINAL CONCRETE

SURFACE SHALL BE CLEANED BY APPROVED 1.

REPAIR NOTES:

/s

V

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E C

A R

L O P .E

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S O

L

IC

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N E

D B

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D E

S C

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IP

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A R

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S

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E

S U

B M

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T E

D B

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D A

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C O

N T

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C T N

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C H

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K E

D B

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D R

A W

N B

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IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

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A

B

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H D

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P

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H P

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M O

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IV

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A S

IN

T Y

G A

R T L

A K

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E R

V O

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W

W N -1

-B -8

CERTIFIED FINAL DOCUMENTS

B U

L K

H E

A D H

O

IS

T R

E P

A

3'-7ƒ"

11"

CONDUCTOR SHOE BRACKET

CONDUCTOR SHOE BRACKET

EXISTING CONDUCTOR RAIL BRACKET

EXISTING MONORAIL BEAM

EXISTING MONORAIL BEAM

EXISTING MONORAIL BEAM

PENDANT BRACKET ARM

PENDANT BRACKET ARM

PENDANT BRACKET ARM

NEW AND EXISTING HOIST

NEW CONDUCTOR RAILS REQUIRED ON BOTH

NEW CONDUCTOR SHOE BRACKET TO MATCH

5'-11‰"

MATCH PENDANT JUNCTION BOX

†" PLATE, SIZE, & DRILL TO

M-6010

L E

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2' 4'0 1'

SCALE: •"=1'

PLAN

SCALE:: •"=1'-0"

PENDANT BRACKET ARM INSTALLATION

P E

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IN

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ISOMETRIC

TO WEB FACE

LC

FRONT ELEVATION RIGHT SIDE ELEVATION

FOR CONDUCTOR SHOES AND PENDANT DETAILS E-1020 & E-6023.4.

SEE DWG M-6011 FOR PENDANT BRACKET ARM DETAILS.3.

HOIST.

FIELD VERIFY ALL MEASUREMENTS WITH THOSE ON THE EXISTING2.

THAT ON THE EXISTING HOIST SEE O37c-U1-53/18 & O37c-U1-56/22.

ONE BRACKET ARM REQUIRED FOR THE NEW HOIST TO MATCH1.

NOTES:

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CERTIFIED FINAL DOCUMENTS

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"4

7'-9

11'-

"4

4'-10

MATCH PENDANT JUNCTION BOX

†" PLATE, SIZE & DRILL TO

(TYP THROUGHOUT)

4" X 4" ‚" SQUARE TUBING

(TYP)

†" PLATE

4•" X 4•" X †" END PLATES BOTH ENDS

†" PLATE

†" PLATE

M-6011

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HOIST BRACKET ARM

PLAN

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UNLESS OTHERWISE NOTED.

FILLET WELDS ARE ‰"1.

NOTES:

0 3" 6"

SCALE: 3"=1'

1'2' 4'0 1'

SCALE: •"=1'

DETAIL

SCALE: 3"=1'-0"

BOTTOM

SIDES &

TYP

DETAIL

SCALE: 3"=1'-0"

TYP

TO †" PLATE

WELD SQUARE TUBING

FRONT ELEVATION RIGHT ELEVATION

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CERTIFIED FINAL DOCUMENTS

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WEST PIER BUILDING

EAST PIER BUILDING

EL. 1190.00

ROADWAY AT

112'-6" ±52'-6"±52'-0"±52'-0"±52'-0"±52'-0"±52'-0"±52'-0"±52'-0"±63'-8"±

EAST PIER BUILDINGWEST PIER BUILDING

489'-4"±

PLATFORM AT EL. 1155.00

ROADWAY

STORAGE HOIST ON

LOCATION

POWER FEED

CONDUCTOR RAIL

WEST END-COVERS

CONDUCTOR BAR

EAST END-COVERS

CONDUCTOR BAR

WEST END-COVERS

CONDUCTOR BAR

STORAGE ROOF

15-TON HOIST UNDER

MONORAIL

REMOVABLE

SWITCH

HOIST DISCONNECT

EXISTING BULKHEAD

EXISTING HOIST

"8

13'-6

HOIST POWER FEEDER TO REMAIN

AND DISCONNECT SWITCH FOR

EXISTING CONDUIT, WEATHERHEAD

POWER FEEDER

CONDUCTOR BAR

WEATHERHEAD

EXISTING

MOUNTING BRACKETS

CONDUCTOR BARS MOUNTED ON EXISTING

LOCAL INDICATING STATION

PENDANT CONTROL

BRACKET

STATION ON SUPPORTING

TO LOCATION INDICATING

FROM HOIST CONNECTED

1"C FOR CONTROL CABLES

BRACKET ARM

EXISTING PENDANT

PLATFORM

MAINTENANCE

E-1020

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SCALE: 1"=30'

PLAN

SCALE: 1"=30'

UPSTREAM ELEVATION

& MAINTENANCE AREA

HOIST STORAGE

ROADWAY

F L

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60'0 30'

SCALE: 1"=30'

EL. 1118.00

EL. 1143.00

EL. 1155.00

EL. 1190.00

A

A

SECTION

SCALE:‚"=1'-0"

EL. 1155.00

TOP OF PLATFORM

EL. 1143.00

LC

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4' 8'0 2'

SCALE: ‚"=1'

E-6023

EL. 1151.00

BOTTOM OF MONORAIL

N

LCLC

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ON DRAWING M-6011.

(GFE) UNIT. THE DIMENSION OF THIS BRACKET SHALL BE SITE VERIFIED THE DETAIL LAYOUT

THE EXISTING HOIST FOR SUPPORTING THE LOCAL INDICATING STATION OF THE NEW HOIST

CONTRACTOR SHALL FABRICATE A SUPPORT BRACKET IDENTICAL TO THAT MOUNTED ON4.

ON THE PLAN FOR MOUNTING COLLECTOR SHOES. SEE E-6023 FOR DETAILS.

THE CONTRACTOR SHALL FABRICATE A MOUNTING PLATE ON THE HOIST UNIT AS SHOWN3.

CONDITIONS OF EXISTING PARTS THAT WILL BE RE-USED FOR NEW RAIL SYSTEM.

SHALL REMAIN AND BE RE-USED. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDUCTOR RAILS, EXCEPT MOUNTING BRACKETS ATTACHED ON THE MONORAIL BEAM THAT

THE EXISTING CONDUCTOR RAIL SYSTEM FROM VOLTAGE SOURCE AND REMOVE FOUR EXISTING

DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL DISCONNECT2.

LAYOUT, SEE DWG E-6023.

CONDUCTIX INSUL-8, MODEL HEVI-BAR II, OR APPROVED EQUAL. FOR CONDUCTOR BAR SYSTEM

SYSTEM SHALL BE 500A, 480V, 3-PH, WITH UV-STABLE PVC COVER MANUFACTURED BY THE

MOUNTING BRACKETS, AND ASSOCIATED WIRING FOR THREE-PHASE POWER AND GROUND. THE NEW

CONDUCTORS, COLLECTORS, EXPANSION SECTIONS, POWER-FEEDS, HANGERS, ANCHORS, BAR ENDS

THE CONTRACTOR SHALL PROVIDE AND INSTALL A NEW 4-CONDUCTOR BAR SYSTEM INCLUDING1.

NOTES:

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CERTIFIED FINAL DOCUMENTS

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BOX AS NEEDED

INSTALLATION OF NEW JUNCTION

CHANNELS TO FACILITATE THE

RELOCATE EXISTING MOUNTING

BOX

12"X10"X6" JUNCTION

"4

17'-8

BULKHEAD HOIST

EXISTING POWER SOCKET ON

BULKHEAD HOIST UNIT

CONNECTING CIRCUIT LOCK TO

WITH PLUG AND SOCKET FOR

REUSE EXISTING EXTENSION CORD

CEILING ON SECOND FLOOR

EXISTING CABLE TRAY BELOW

& ROOF

STORAGE RACK

NEW MAINTENANCE

SWITCH

CIRCUIT-LOCK DISCONNECT

JUNCTION BOX TO RELOCATED

FOR CABLE EXTENSION FROM

WALL WITH SUPPORT CHANNEL

GRS, SECURED ON PARAPET

PROVIDE 4/#8, #10 GRD, 1"C

AND PENDANT CONTROL

LOCAL INDICATING STATION

STRUCTURE

BULKHEAD HOIST STORAGE

WALL ABOUT 2FT FROM

SWITCH MOUNTED ON PARAPET

HUBBELL CIRCUIT-LOCK DISCONNECT

RELOCATED EXISTING SHORE POWER

E-1021

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SCALE:‚"=1'-0"

EAST PIER BUILDING PLAN

4' 8'0 2'

SCALE: ‚"=1'

D O

W N

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ROADWAY

R

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ON THE SIDE.

CABLE WITHOUT CONDUIT PENETRATES JUNCTION BOX

PROVIDE CGB CONNECTION ON JUNCTION BOX WHERE

SPLICES INSIDE JUNCTION BOX SHALL BE WATERTIGHT.

EXISTING UTILIZING EXISTING MOUNTING CHANNELS. CABLE

SPLICING BULKHEAD HOIST EXTENSION CABLE TO THE

CATALOG #A12106NFSS OR APPROVED EQUAL FOR

BOX 12"X10"X6", NEMA 4X, STAINLESS STEEL, HOFFMAN

DISCONNECT SWITCH AND INSTALL A NEW JUNCTION

RELOCATE THE EXISTING SHORE POWER CIRCUIT-LOCK1.

NOTES:

THE SAME BRACKETS.

RAILS SHALL REPLACE THE EXISTING RAILS AND INSTALLED ON

VERIFY ACTUAL LOCATIONS OF EQUIPMENT. THE NEW CONDUCTOR

ALL DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL3.

APPLIED PRIOR TO CONSTRUCTION WORK.

DISCONNECTED AND LOCKOUT/TAGOUT PROCEDURE SHALL BE

BULKHEAD HOIST AND CONDUCTOR RAIL SYSTEM MUST BE

CONDUCTOR RAIL SYSTEM. THE POWER VOLTAGE SOURCE TO

TO THE EXISTING BULKHEAD HOIST SYSTEM INCLUDING

THE EXISTING POWER VOLTAGE SOURCE THAT IS CONNECTED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING2.

CODE NFPA 70.

OF THE NATIONAL ELECTRICALWITH THE LATEST ISSUE

ALL ELECTRICAL WORK SHALL BE DONE IN COMPLIANCE1.

GENERAL NOTES:

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230'-0" MAX. BETWEEN 2 ANCHORS (FOR 110 DEGREE CHANGE)

195'-0"

2'-6"

30'-0"

5'-0"

#27588

HEVI-BAR II

END COVERPOWER FEEDS

TYPICAL FOR 18 LOCATIONS

SPLICE JOINT HEVI-BAR II #37676

LOCATIONS

TYPICAL FOR 2

HEVI-BAR II 23946

ANCHOR POINT "A"

FOR EVERY 5'-0"

HANGER CLAMP TYP.

#27588

END COVER HEVI-BAR II

HEVI-BAR II #38946

EXPANSION SECTION "E"

E-6022

N G

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0 20'10'

SCALE: 1"=10'

F L

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CONDUCTIX HEVI-BAR II, 500 AMPS OR APPROVED EQUAL

CONDUCTOR BAR LAYOUT

0'20'30'60'90'120'150'180'195'210'240'

TYP.

GRD

W/GRD

60HZ

3PH

400A

480V

1 2

A1

E

270' 280'

300'330'360'390'420'

425'

450'480'510'

540'

A2

M A

T

H

E

L O

W

M A

T

E

O V

E

M A

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GRD

C O

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CONDUCTOR BAR SYSTEM.

FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION OF

APPROXIMATE DIMENSIONS ARE SHOWN. CONTRACTOR SHALL3.

SEE DWG E-6023.

SECTION, COLLECTOR SHOE, AND MOUNTING BRACKET DETAILS

FOR CONDUCTOR BAR, HANGER, POWER-FEED, EXPANSION2.

THE BULKHEAD PLATFORM SEE DWG E-1020.

FOR ACTUAL LOCATION OF CONDUCTOR BAR POWERFEEDS ON1.

NOTES:

PLATFORM

CANOPY ON

HOIST STORAGE

EAST END AT

UNDER PLATFORM

WEST END AT

570'±

R

G A

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CERTIFIED FINAL DOCUMENTS

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2"

3"

1'-6"

TOW BAR

1 SQUARE INCH

SIDES

TYPICAL FOR BOTH

CABLE #4AWG

COLLECTOR PIGTAIL

COLLECTOR SHOES

INSULATOR

INSULATING COVER

FROM JUNCTION BOX

1/C#3/O AWG CABLE

CONDUCTOR BAR

ON CONDUCTOR RAIL

CABLE LUG BOLTED

1"

3"

1•"

4¹"

COVER 160°F

UV-STABLE BLACK PVC

PHASE & GROUND OUTDOOR

CONTACT SURFACE

STAINLESS STEEL

BAR

500 AMPS CONDUCTOR

BAR

500AMP CONDUCTOR

19•"

30'-0"

CONDUCTOR BAR

CONDUCTOR BAR

WELDED TO HOIST STRUCTURE

SUPPORT BOTTOM OF BOX AND

•" THICK, SIZE TO SUIT TO

PROVIDE STEEL MOUNTING PLATE

ON BACK OF JUNCTION BOX

RE-ATTACH EXISTING CONDUIT

"4

BRACKET

ON EXISTING SUPPORT

CHANNEL C6X13 BOLTED

TOW BAR MOUNTING STEEL

MONORAIL

EXISTING W24X94

8"

3"3"3""2

1'-

1'-11"

STEEL TYP. 8 LOCATIONS

•" DIA. BOLT & NUT STAINLESS

DISTANCE

MOUNTING TOW BAR AT REQUIRED

HOIST STRUCTURE SUITABLE FOR

SUPPORT BRACKET ON BULKHEAD

CUT SHORT TOP PART OF EXISTING

18" TOW BAR

(TYP)

HOLES ON 3"X1•" EXISTING CHANNEL

•"-13 HANGER BOLT USING EXISTING

WITH INSULATOR CONDUCTOR BAR HANGERS

FOUR STAINLESS STEEL CROSS BOLTS

MOUNTING CONDUCTOR BAR HANGERS

ATTACHED ON MONORAIL FOR

REUSE EXISTING CHANNEL BRACKET

HEVI-BAR II #38925

FOUR CONDUCTOR BARS

"4

"4

(TYP)

CGB CONNECTOR

CABLES.

TERMINAL BLOCKS FOR SPLICING

WALLS OF BOX. REUSE EXISTING

PIGTAILS PENETRATING BOTH SIDE

TIGHT FOR 8 COLLECTOR CABLE

ATTACH CGB CONNECTORS, WATER

DRILL HOLES ON BOTH ENDS AND

HOFFMAN CATALOG #A12106NFSS6,

COVER AND SCREW-DOWN CLAMPS,

NEMA 4X, STAINLESS STEEL WITH

NEW 12"X10"X6" JUNCTION BOX,

REPLACE EXISTING JUNCTION BOX WITH

E-6023

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S

SCALE: NONE

HEVI-BAR II # 30389

DOUBLE 250A TANDEM COLLECTOR ASSEMBLY

SCALE: 3"=1'-0"

HEVI-BAR II #39617B

TOW BAR

END PLATE

SCALE: NONE

HEVI-BAR II #29574

INSULATED STAINLESS STEEL CROSS BOLTS

HANGER CLAMP

WITH INSULATOR

SCALE: NONE

HEVI-BAR II #27588

END COVER

SCALE: NONE

HEVI-BAR II #38925

HEVI-BAR II CONDUCTOR BAR

SCALE: NONE

HEVI-BAR II #38946

EXPANSION SECTION

0 3" 6"

SCALE: 3"=1'

1'

E-1020

DETAIL

SCALE: 3"=1'-0"

HEVI-BAR II #51786D

WITH PRE-INSTALLED 4-INSULATOR STAINLESS STEEL HANGER

GRD

SCALE: NONE

HEVI-BAR #37674

POWER FEEDER ASSEMBLY

SET SHALL BE MOUNTED ON THE EXISTING HOIST AND THE SECOND SET ON THE NEW HOIST.

PROVIDE TWO SETS OF DOUBLE 250A TANDEM COLLECTOR ASSEMBLY AND TOW BAR. ONE5.

BRACKET IN THE FIELD TO MATCH THE NEW CONDUCTOR BAR SYSTEM.

RESPONSIBLE FOR VERIFYING THE DIMENSIONS AND LOCATIONS OF THE TOW BAR MOUNTING

C6X13 STEEL CHANNEL ATTACHED ON THE NEW HOIST. THE CONTRACTOR SHALL BE

FABRICATE A BRACKET FOR MOUNTING AN 18" TOW BAR ON THE NEW HOIST UTILIZING THE

COLLECTOR CABLES SPLICING ON THE NEW HOIST (GFE) UNIT. CONTRACTOR SHALL FIELD

STAINLESS STEEL, HOFFMAN #A12106NFSS6 WITH NEW TERMINAL BLOCKS INSIDE BOX FOR

THE CONTRACTOR SHALL PROVIDE AND INSTALL A JUNCTION BOX 12"X10"X6", NEMA 4X,4.

FOR CONDUCTOR BAR LAYOUT SEE DWG E-1020.3.

ADJUSTED IN THE FIELD.

FINISHED WITH THE SAME COLOR OF EXISTING BRACKET. ACTUAL LOCATION MAY BE

MOUNTING COLLECTOR TOW BAR UTILIZING APPROPRIATE STAINLESS STEEL HARDWARE AND

PROVIDE STEEL SUPPORT CHANNEL C6X13 BOLTED ON EXISTING SUPPORT BRACKET FOR2.

FIELD ADJUSTMENT IS POSSIBLE AS NEEDED.

OF EXISTING BRACKETS ON THE MONORAIL FOR FITTING NEW CONDUCTOR BAR SYSTEM.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INVESTIGATING CONDITION AND LOCATIONS1.

NOTES:

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®of Engineers

US Army Corps

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CERTIFIED FINAL DOCUMENTS

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A

2000VA, 480/120V

EXISTING TRANSFORMER

3 #4, #10 GRD, 1‚"C

SQUARE D # H4361SS

EXISTING DISCONNECT SWITCH

30A, FUSED 3P, GRD 600V

POWER FEED

INSIDE CONTROL PANEL

DISCONNECT SWITCH MOUNTED

EXISTING MAIN 60A, 3P, FUSED

BOX

JUNCTION

12"X10"X6"

SWITCH

HOIST POWER DISCONNECT

3/C #8 W/GRD

EXTENSION CORD

AND CABLES

EXISTING CONDUITS

RECEPTACLE AND PLUG W/CAPS

30A, 3P, 4W, 480V TWIST LOCK

3 #8, #10 GRD, 1"C

600V SQUARE D #H4361SS

SWITCH 30A, FUSED 3P, GRD

SHORE POWER DISCONNECT

POWER

HOIST

OFF

POWER

SHORE

RECEPTACLE AND PLUG W/CAPS

30A, 3P, 4W, 480V TWIST LOCK

PANEL

HOIST CONTROL

EL. 1143.00

LOWER LEVEL PLATFORM GRATING

SQUARE D CATALOG # DTU362DS

SELECTOR SAFETY SWITCH 60A, 3P

DOUBLE THROW THREE POLE POWER

E-6024

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SCALE: NONE

MODIFICATION OF HEATER CIRCUIT IN CONTROL PANEL

PANEL

SWITCH IN HOIST CONTROL

EXISTING MAIN DISCONNECT

(N)

480V

120V

(L)

CONTROL PANELS

BOX MOUNTED ON THE SIDE OF BOTH

EXISTING CONVENIENCE RECEPTACLE

ON BOTH EXISTING & NEW HOIST

EXISTING CONTROL PANEL HEATER

ON THE NEW HOIST

EXISTING GEARCASE HEATER

FU

FU

FU

RAIL

CONDUCTOR

NEW

SCALE: NONE

CONDUCTOR RAIL POWER CONNECTION ONE LINE DIAGRAM

MCC

TO

CANOPY

ON MONORAIL BELOW

HOIST UNIT IN PLACE

M O

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IF

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IN

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IA

G R

A M

PANEL HEATER

PANEL HEATER

SHOE

COLLECTOR

EXISTING

FOR POWER.

HEATERS TO THE EXISTING 2000VA IN CONTROL PANEL

LOCATED INSIDE CONTROL PANEL. RECONNECT THESE

AND GEARCASE HEATERS FROM 500VA TRANSFORMER

DISCONNECT AND REMOVE CONNECTION OF CONTROL PANEL5.

SHEET AND SEAL.

ENCLOSURE AND RECOVER THE OPENING WITH A METAL

REMOVE EXISTING RECEPTACLE AT THE BOTTOM OF4.

TWIST LOCK RECEPTACLES.

#8AWG WITH PLUGS ON BOTH ENDS MATCHING WITH

THROW SAFETY SWITCH AND EXTENSION CORD, 4

MOUNTED AT THE BOTTOM OF DISCONNECT AND DOUBLE

PROVIDE TWIST TYPE RECEPTACLE 30A, SP, 4W, 480V3.

SWITCH MOUNTED ON THE NEW HOIST UNIT.

CONTROL PANEL. PROVIDE THE SAME TYPE OF THIS

AVAILABLE SPACE ON THE SAME SIDE WITH HOIST

SWITCH TO BE MOUNTED ON THE HOIST STRUCTURE AT

DOUBLE THROW THREE POLE (DTSP) SAFETY SELECTOR2.

STAINLESS STEEL SUPPORT BRACKET AGAINST HANDRAILS.

EXISTING 60A DISCONNECT SWITCH. PROVIDE CHANNEL

LEVEL PLATFORM BELOW HOIST CANOPY NEARBY

HEAVY DUTY DISCONNECT SWITCH, MOUNTED AT LOWER1.

NOTES:

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®of Engineers

US Army Corps

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54321

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Description DateSym bol Appr.

SECTION CHIEF

Sheet 2 of 2

Design by:

Dwn by: Ckd by:

Subm ission Date:

Subm itted by:

Revision Date: IFB NO.:

DACW 59

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User:

Date:

Plot Scale:

Pen Table:

Color Table

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