H03_Drawing.5.1.pdf

65 100 100

4,330

4,000

100 100 65

21 x 64 SLOT 22 HOLE

18 HOLE18 x 29 HOLE

T=

R

R=20

139.8

.2

4.5

.2

31.2

ON AND TRAFFIC KOREA.

OF HIGH WAY PUBLISHED BY MINISTRY OF CONSTRUCT

FROM STANDARD SPECIFICATION FOR CONSTRUCTION

2. ALL MATERIALS SHALL CONFIRM TO THE REQUIREMENTS

1. DIMENSIONS ARE IN MILLIMETER.

NOTE:

PAINTED AS INDICATED ON THE PLAN.

4. ALL ABOVE ITEMS SHALL BE GALVANIZED OR

3. BRACKET : KS D 3503 CLASS 2 OR APPROVER EQUAL.

2. BOLT, NUT : KS B 1002 AND KS B 1012

1. POST : KS D 3566 CLASS 2 OR APPROVED EQUAL.

DESIGN CRITERIA

NOTE:

TRAFFIC

FLOW DIRECTION

4,000 4,000

1, 2,425

T=4.5

21 x 64 HOLE

400200165

21 x 64 SLOT

18 x 29 SLOT

10810857

.8

.8

DIMENSIONS ARE IN MILLIMETER.

NOTE:

NOT TO SCALE

1 STEEL GUARD RAIL

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

GUARD RAIL

SECTION BOLT&NUT FOR SPLICE RAIL

CONNECTION BOLT

PLAN

ELEVATION

POST

RAIL END CAMP WALKER

CHI, K. K.

KU, HUN MO

GUARD RAIL DETAIL

27 JUN 19

J1-00523-5J D - 19 - 11

C-20

AND S-246 TO TENNIS COURT

CONVERT BLDG. NO. S-244

20 28

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

CAMP WALKER

AS SHOWN

ARCHITECTURAL

CAMP WALKER

BUILDING VIEW

6. SALVAGEABLE MATERIAL WITHIN PROJECT LIMIT SHALL BE RETURNED TO DPW.

5. DEMOLITION OF MECHINICAL AND ELECTRICAL ITEMS IS ALSO INCLUDED.

THE GUIDANCE OF COR.

SHALL BE REMOVED OR CUT AND CAPPED OR ABANDONED IN ACCORDANCE WITH

4. REMOVAL OF UNDERGROUND UTILITY LINES FOUND DURING THE REMOVAL WORK

ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK PAM 200-1.

3. ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE KOREAN

REMOVED, UNLESS OTHERWISE INDICATED.

2. ALL STRUCTURES WITHIN REMOVAL BOUNDARY SHALL BE DEMOLISHED AND

INDICATED, UNLESS OTHERWISE NOTED.

1. ALL DEMOLITION WORKS SHALL BE CONFINED WITHIN THE REMOVAL WORK LIMITS

BLDG. NO. S-246

DESCRIPTIONS OF DEMOLITION BUILDING

REINFORCED CONCRETE FOUNDATIONS

REINFORCED CONCRETE FLOOR SLAB INCLUDING1) FLOOR :

2) WALLS :

3) ROOF :

4) BUILGING AVG. HEIGHT : 4.2 METER

1.

2.

3.

GENERAL NOTES

OR COMMENCING WORK ON THE PROJECT.

CONDITION AND DIMENSIONS PRIOR TO SUBMISSION OF CONTRACT PROPOSAL

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

4.

AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS

EXACTLY FIELD CONDITIONS, SUCH DETAILS SHALL BE PREPARED IN THE

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH

5.

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR / RESTORATION

AND DETOUR ROAD PLAN FOR VEHICLES DURING THE CONSTRUCTION PERIOD.

THE CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD PLAN

AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

AND DETOUR ROAD PLAN FOR VEHICLES DURING THE CONSTRUCTION PERIOD

THE CONTRACTOR SHOULD PREPARE TEMPORARY ACCESS ROAD PLAN

6.

MISSION OPERATION.

WORK STAGE BY STAGE WITHOUT ANY INCONVENIENCE TO THE CUSTOMER’S

THE WORK AND GET APPROVAL FROM THE GOVERNMENT AND EXECUTE

THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING7.

SCOPE OF WORK

KIM, DONG HWAN

KIM, CHI SOP

J1-00523-5J

CMU WITH EXTERIOR INSULATION AND FINISH SYSTEM

WOOD ROOF AND WOOD TRUSS WITH ASPHALT SHINGLE ROOF SYSTEM

AE-01

AE 01

AE 01

DEMOLITION NOTES:

27 JUN 19

D - 19 - 11

BLDG. #246

REPAIR / MAINTAINANCE : K - WORK

BLDG. #244

4 REMOVE EXISTING ASBESTOS.

N

FLOOR: 1

BUILDING: 246

29’-11"

10’-2"

SCALE : 1 / 50

BUILDING VIEW, #246

REMOVAL FLOOR PLAN, #246

BUILDING VIEW, #246

DEMOLITION NOTES, GENERAL NOTES,

REMOVAL FLOOR PLAN, SCOPE OF WORK

REMOVE EXISTING ASBESTOS. (SEE MECH. DRAWING)

DEMOLISH EXISTING WHOLE BUILDING COMPONENTS. (BLDG. #246)

DEMOLISH EXISTING WHOLE BUILDING COMPONENTS. (BLDG. #244)

NOT TO SCALE

AND S-246 TO TENNIS COURT

CONVERT BLDG. NO. S-244

21 28

8.

METHODS.

PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL HANDLING

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS WITHIN