Att2_ProjDrawings.pdf

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PROJECT No. FXSB 18-1001

DEMOLITION OF

BUILDING 12737

6 7 8

LOCATION MAP

PACIFIC

OCEAN

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VICINITY MAP GENERAL NOTES

AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS,

PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE

WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO DAMAGE

GOVERNMENT OR PRIVATE PROPERTY.

PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY.

VEHICLES OTHERWISE PARKED SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED

WITHIN TWENTY (20) FEET OF ANY BUILDING, OBSTRUCT FIRE EXITS OR

OTHERWISE INTERFERE WITH FIRE FIGHTING FACILITIES. ANY MATERIALS,

EQUIPMENT OR VEHICLES DOING SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM

ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A

DAILY BASIS.

ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE

CLEARED THROUGH THE FIRE DEPARTMENT.

ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL,

STATE AND LOCAL CODES OR STANDARDS. ALL WORK SHALL COMPLY WITH

THE MOST RECENT ADOPTED EDITION OF THE CODES OR STANDARDS LISTED

BELOW:

-EPA STANDARDS

- INTERNATIONAL BUILDING CODE (I.B.C.)

-INTERNATIONAL FUEL GAS CODE (I.F.G.C.)

-INTERNATIONAL MECHANICAL CODE (I.M.C.)

- INTERNATIONAL PLUMBING CODE (I.P.C.)

- NATIONAL ELECTRICAL CODE (N.E.C.)

-NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C.)

- NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.)

-OSHA STANDARDS

-SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION INC. (SMACNA)

-FIRE CODES

MAP KEY

SYMBOL FACILITY

(D GATE 1: MAIN VISITORS CENTER

GATE 2: POST ROAD, COMMERCIAL VEHICLE GATE

@ 673rd CIVIL ENGINEER SQUADRON: BLDG. 730

© FIRE STATION 4: BLDG. 654

CONTRACT MANAGEMENTJBER-ELMENDORF: BLDG. 10480

5 6

SCHEDULE OF DRAWINGS

REF SHEET TITLE

G-001 COVER SHEET, VICINITY MAP & GENERAL NOTES

D-101 SITE PLAN & UTILITIES

C-101 PAVING & HYDROSEEDING PLAN

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SHEET REFERENCE

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SHEET 1 OF 03

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FA5000-18-Q-0046 Demolition - Attachment 2

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1 REMOVE ELECTRICAL WIRES & POLES TO THIS POINT

NEW ASPHALT.

LINE AT MAIN. REPLACE REMOVED ASPHALT WITH

REMOVE GAS LINE BACK TO MAIN LINE, CUT & CAP

NEAREST MANHOLE / CLEANOUT.

BUILDING SEWER TO BE REMOVED, CUT & CAP AT

WITH NEW ASPHALT.

& CAP AT MAIN. REPLACED REMOVED ASPHALT

WATERLINE TO BE REMOVED BACK TO MAIN, CUT

WITH TOP SOIL & HYDROSEEDED.

EXISTING SIDEWALKS TO BE REMOVED & REPLACED

& INSTALL NEW FENCE TO CLOSE GAP.

REMOVE EXISTING FENCE CONNECTED TO BUILDING

CONTRACTOR.

EXTERNAL OUT BUILDING TO BE REMOVED BY

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12737

BUILDING

DEMOLITION NOTES

NOT FOR CONSTRUCTION

CABLE PAIRS TO SUPPLY CASE.

CAP CONDUIT AT MANHOLE. RECAPTURE

REMOVE COMM AND CONDUIT TO MANHOLE.

BACK TO BUILDING.

REMOVE LIGHT POLE AND UNDERGROUND ELECTRIC

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CONSTRUCTION NOTES

INSTALL PIT RUN GRAVEL, TOP SOIL & HYDROSEED

ONCE FOUNDATION, SIDEWALKS & UTILITIES HAVE

BEEN REMOVED. COMPACT PIT RUN GRAVEL TO 85%

OF MAXIMUM DENSITY TO WITHIN 6" OF SURFACE.

FILL TOP 6" WITH TOPSOIL COMPACTED TO 85%

OF MAXIMUM DENSITY WITH SURFACE PREPARED

FOR SEEDING.

REPLACE REMOVED ASPHALT TO MATCH EXISTING

SLOPES & THICKNESS. FILL TO WITHIN 12" OF SURFACE

WITH EXISTING REMOVED EXCAVATION MATERIAL

COMPACTED TO 95% OF MAXIMUM DENSITY IN 6" LIFTS.

FILL FINAL 10" WITH 3/4 MINUS ROAD BASE MATERIAL

MEETING ALASKA DOT STANDARD SPECIFICATIONS FOR

HIGHWAY CONSTRUCTION: COMPACT TO 95% OF MAXIMUM

DENSITY IN TWO EQUAL LIFTS. PLACE ASPHALT PAVEMENT

IN 2" THICKNESS TO MATCH SURFACE GRADE COMPACTED

TO 95% OF MAXIMUM DENSITY

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SHEET REFERENCE

C-101

NOT FOR CONSTRUCTION SHEET 3 OF 3

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