Amendment_0001_-_Drawings.pdf

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®of Engineers

US Army Corps

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8'- 0" 60'-0" 128'-0"

GROUND LINE

C SOUTH PIER (PIER B)C SOUTH ABUTMENT

550'-0"

C NORTH PIER (PIER C)

128'-0"

C NORTH ABUTMENT

60'-0"

8'-0"

SOUTH MACHINERY ROOM

EL. 100.0' MEAN SEA LEVEL

EL. 239.75' +/-

OPERATOR'S HOUSE

8'-0"

EL. 140'+/- AT ROOF

NORTH MACHINERY ROOM

8'-0"

CONCRETE ANCHORAGE

CONCRETE ANCHORAGE

EACH SIDE TO REMAIN

EXISTING 2 BACKSTAY ROPES

SHAFT

ELEVATOR

NORTH

TO REMAIN

AT BRIDGE TOWER TYPICAL BOTH SIDES

EXISTING BRIDGE MAIN COUNTERWEIGHT

SHAFT

ELEVATOR

SOUTH

EL. 58.0' BOTTOM OF CHANNEL

EXISTING UPPER LANDING EL. 295.0'±

EXISTING UPPER LANDING EL. 295.0'±

EXISTING INTERMEDIATE

LANDING EL. 137.0'±EXISTING LOWER LANDING EL. 114'.0±

EXISTING

LOWER LANDING

EL. 114.0'±

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LOWER LANDING

OPERATOR'S HOUSE

UPPER LANDING

EXISTING PINION GEAR AND MOTOR ABOVE ELEVATOR CAR

EXISTING ELEVATOR CAR, PLATFORM AND APPURTENANCES

HOISTWAY LADDER

EXISTING ELEVATOR

(NORTH TOWER ONLY)

EXISTING INTERMEDIATE LANDING EL. 137.0'

EL. 114.0' +/- EXISTING LOWER LANDING

EL. 111.0' +/-

EL. 137.0'+/-

EL. 295.0 +/-

EL. 307.0 +/-

EXISTING MAST (APPROXIMATE LOCATION)

D1

A1

EAST ELEVATION

SCALE: 1" = 40'

SCALE: N.T.S.

NORTH TOWER ELEVATION (SOUTH TOWER OPPOSITE HAND)

40' 80'0

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M-201

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CONSTRUCTION NOTES:

DEMOLITION NOTES:

D4

C-101

DWGS

FT FEET

NOT TO SCALENTS

NFPA

MIN.

GENERAL ABBREVIATIONS

DRAWINGS

ELEC. ELECTRIC

NATIONAL FIRE PROTECTION ASSOCIATION

MINIMUM

REQ'D REQUIRED

T.O.

TYP. TYPICAL

TOP OF

DIA. DIAMETER

H.S. HIGH STRENGTH

PSI POUNDS PER SQUARE INCH

F.R.P.

EL. ELEVATION

PSF POUNDS PER SQUARE FOOT

CENTERLINEC

COR CONTRACTING OFFICER'S REPRESENTATIVE

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FIBERGLASS REINFORCED PLASTIC

6. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION REQUIREMENTS.

5. REMOVE AND DISPOSE OF THE EXISTING FIBERGLASS REINFORCED PANELS.

4. REMOVE AND DISPOSE OF EXISTING ELEVATOR HOISTWAY LADDERS AND SUPPORTS.

1160 E-14-1. SHEETS I, 3 AND 4.

SHOWN IN REFERENCE DRAWING SET1996-ELEV-REPLACEMENT ON

AROUND LANDING DOORS ON THREE LOWER LANDINGS. PANELS ARE

REMOVE AND DISPOSE OF DOOR FRAMES AND 1/4" THICK STEEL PANELS

EQUIPMENT, SEE REFERENCE DRAWINGS FOR MORE INFORMATION.

3. REMOVE AND DISPOSE OF ALL FIVE LANDING DOORS AND ASSOCIATED

MORE INFORMATION.

BE REMOVED AND DISPOSED OF. SEE REFERENCE DRAWINGS FOR

NOT INTENDED FOR SUPPORT OF THE NEW ELEVATOR SYSTEM SHALL

2. ALL PORTIONS OF THE EXISTING ELEVATOR GUIDE RAILS

DEVICES. SEE REFERENCE DRAWINGS FOR MORE INFORMATION.

GEARS, BRAKES, MOTORS, GOVERNORS, CONTROLS, MASTS AND SAFETY

EQUIPMENT TO INCLUDE BUT NOT BE LIMITED TO: ELEVATOR CARS,

1. REMOVE AND DISPOSE OF EXISTING ELEVATORS AND ALL ASSOCIATED

4. SEE ELECTRICAL PLANS FOR ELECTRICAL CONNECTION REQUIREMENTS.

INFORMATION.

AND SOUTH ELEVATORS. SEE SPECIFICATIONS FOR FURTHER

SIDES TO EXTEND TO ENTIRE HEIGHT OF SHAFT, TYPICAL AT NORTH

3. INSTALL NEW FRP PANELS. PANELS AT ALL FOUR

AND AT EACH DOOR.

FOR FIVE EXISTING HOISTWAY ACCESS DOORS. ONE AT EACH LANDING

2. PROVIDE ELECTRICAL INTERLOCKS AND EMERGENCY ACCESS LOCKS

CONTROLS. SEE REFERERENCE PLANS FOR DIMENSIONS

AND ALL AUXILIARY ACCESS EQUIPMENT, SAFETY DEVICES AND

CONTROLS, WIRING TO MAIN PANEL SWITCH AS WELL AS ANY

DOORS, HOISTS, LADDERS, MASTS, GEARS, BRAKE,MOTORS, GOVERNORS,

ALL ASSOCIATED EQUIPMENT BUT NOT LIMITED TO: ELEVATOR CARS,

I. PROVIDE TWO COMPLETE NEW ELEVATOR SYSTEMS TO INCLUDE

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M-201 A1

M-201 A1