Drawings.pdf

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SECURITY FORCE

FIRE DEPARTMENT

DOOLITTLE GATE

CONTRACTING OFFICE

SHT. NO. REF. NO. DESCRIPTION

DRAWING SCHEDULE

THIS FACILITY CONTAINS ASBESTOS, CONTRACTOR IS RESPONSIBLE FOR ABATMENT

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DEPARTMENT OF THE AIR FORCE

51st CIVIL ENGINEER SQUADRON (PACAF)

APO AP 96266

OSAN AB, REPUBLIC OF KOREA

DRAWING NO:

PROJECT NO:

REF. NO:

CHIEF, CONSTRUCTION MANAGEMENT

CHIEF OF DESIGN

CHIEF OF CONTRACTS

ENVIRONMENTAL FLIGHT

FIRE DEPARTMENT

COMMUNICATIONS

BIOENVIRONMENTAL ENGINEERING

SAFETY

SECURITY FORCE

USING AGENCY

CHIEF, OPERATIONS FLIGHT

CHIEF, ENGINEERING FLIGHT

BASE CIVIL ENGINEER

MAIN GATE

AS SHOWN

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REPAIR STRUCTURE FAILURE

PROJECT LOCATION PLAN

SMYU 16-1058

CHI, SUNG PAE

1 OF 5 COVER SHEET

SMYU 16-1058

TITLE SHEET

CHI, SUNG PAE

OS-13-1279

SITE LAYOUT PLAN AND SCOPE OF WORKS C-01

T-01

RETAINING WALL SCHEDULE AND FENCE SECTIONC-02

C-03 A-01

REVETMENT SECTION AND FOUNDATION

B330, B331, AND B332 FLOOR PLAN

CHI, SUNG PAE

CONCRETE FOUNDATION

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THIS FACILITY CONTAINS ASBESTOS, GOVERNMENT WILL ABATE PRIOR TO CONTRACT AWARD

THIS FACILITY CONTAINS ASBESTOS, AREAS WILL NOT BE DISTURBED BY THIS PROJECT

THIS FACILITY CONTAINS NO ASBESTOS

ENVIRONMENTAL COORDINATION

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SITE LAYOUT PLAN

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NOTES:

1. QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR BID PURPOSES ONLY, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES BASED

ON THE CONTRACT DOCUMENTS REQUIREMENTS.

SCOPE OF WORKS:

1. RETAINING WALL

1.1. REMOVE EXISTING CONCRETE RETAINING WALL WITH CONCRETE FOUNDATION APPROXIMATELY 68.5M.

1.2. INSTALL NEW RETAINING WALL WITH CONCRETE FOUNDATION APPROXIMATELY 68.5M WITH 350MM THK

STEM, 2850MM THK WIDTH, 3800MM HEIGHT AS SHOWN ON THE DRAWING C-02 INCLUDING COMPACTED

STRUCTURAL BACKFILL, PERFORATED PIPE, FILLER FABRIC, GRAVEL FILL, COMPOSITE DRAIN, WEEP HOLES, AND IMPERVIOUS FILL.

1.3. CONNECT 150MM PERFORATED PIPE TO EXISTING OPEN DITCH AT THE SOUTH AREA AS SHOWN ON THE

DRAWING C-01.

1.4. REPLACE EXISTING 50MM PVC DRAIN PIPE WITH NEW AT THE NORTH SIDE OF B331 NEXT TO RETAINING

WALL AS SHOWN ON THE DRAWING C-01.

1.5. INSTALL TEMPORARY SHEET PILING FOR PROTECT REVETMENT FOUNDATION, CONCRETE WALL

FOUNDATION, AND POL(PETROLEUM, OIL AND LUBRICANTS) FUEL PIPE LINES.

2. SLOPED SURFACE AREA

2.1. REMOVE AND REINSTALL EXISTING SOIL FOR RETAINING WALL.

2.2. INSTALL NEW SEEDING WITH FERTILIZE.

2.3. REMOVE ABANDONED CONCRETE POLE AT THE WEST OF B330 AS SHOWN ON THE DRAWING C-01.

2.4. INSTALL NEW GUY WIRE ON ELECTRIC CONCRETE POLE AT THE SLOPED AREA ON THE SOUTHWEST OF

B330 AS SHOWN ON THE DRAWING C-01.

3. REVETMENT

3.1. REMOVE EXISTING STEEL REVETMENT APPROXIMATELY 64M AND CONCRETE FOUNDATION

APPROXIMATELY 65M AS SHOWN ON THE DRAWING C-01.

3.2. INSTALL NEW CONCRETE FOUNDATION APPROXIMATELY 65M WITH 1100MM HEIGHT AND 2500MM WIDTH

WITH 50MM BED CONCRETE AND 150MM BASE COURSE.

3.3. INSTALL NEW TWO (2) STEEL BOLTING TYPE REVETMENTS WHICH THREE (3) LAYERS 2.19M WIDTH, 55M

LENGTH AND 2.19M WIDTH, 9M LENGTH. THERE (3) LAYERS MINIMUM THICKNESS OF REVETMENT SHALL

PROTECT HIGH-EXPLOSIVE SHELLS AND ROCKETS 155M OR GENERAL PURPOSE BOMBS 450KG(KILOGRAM).

3.4. INSTALL NEW GRAVEL SIZED #12 THROUGH #19 WITH 152.4MM HEIGHT ON THE BOTTOM, FILTER MAT, AND NEW SAND TO THE TOP.

3.5. INSTALL NEW CONCRETE CAP WITH WWF(WELDED WIRE FABRIC) 100MM X 100MM X 4MM DIAMETER ON

THE REVETMENT TOP AS ATTACHED DRAWING C-03.

3.6. PAINT ON NEW REVETMENT INCLUDING SURFACE PREPARATION, ONE PRIMER COAT(MPI-79), AND TWO

ALKYD COATS(MPI-94). THE FINISH COLOR SHALL BE FSC(FEDERAL STANDARD COLOR) FSC 33531, BEIGE.

3.7. REMOVE AND REINSTALL EXISTING SIGNAGE ON REVETMENT.

3.8. COLLECT AND STOCK EXISTING REVETMENT METAL AT THE WEST SIDE OF B332. THE COLLECTED METAL

WILL BE MOVED OUT BY OTHER ENVIRONMENTAL CONTRACTOR THROUGH BASE RECYCLING PROGRAM.

3.9. INSTALL NEW CHAIN LINK FENCE 600MM HEIGHT INCLUDING POSTS, 3-STRANDS 4 POINT BARBED WIRE, 600MM DIAMETER CONCERTINA WIRE WITH GROUNDING ON THE TOP CONCRETE REVETMENT.

3.10. COLUMN (4.0MM THICKNESS), CONNECTION CHANNEL (4.0MM THICKNESS), BASE PLATE (6.0MM

THICKNESS), AND COLUMN SPLICE PLATE (4.0MM THICKNESS) SHALL MEET KS D 3503 HOT-DIPPED ZINC

COATING AND ASTM A653 PHOSPHATE COATING. STRINGER (3.0MM THICKNESS), SPACER (1.6MM

THICKNESS), AND BOTTOM SPACER (1.6MM THICKNESS) SHALL MEET ASTM A 653 AND KS D 3706 PHOSPHATE

COATING. BOLT AND NUT SHALL MEET SM45C ASTM A307, M16 X 2.0P. SPRING NUT SHALL MEET KS D 3751

STC5. SEAL SHALL MEET KS M 3809, RIGID POLY-URETHANE FORM (NO.3).

4. CONCRETE WALL AND REVETMENT

4.1. REMOVE EXISTING COATINGS ON CONCRETE WALL AND REVETMENT WALL ENTIRELY.

4.2. PAINT ON EXISTING CONCRETE REVETMENT AND CONCRETE WALL INCLUDING SURFACE PREPARATION, ONE PRIMER COAT(MPI-11), AND TWO LATEX COATS(MPT-11). THE FINISH COLOR SHALL BE FSC33531, BEIGE.

4.3. PAINT ON EXISTING METAL REVETMENT WALL AND ROOF INCLUDING SURFACE PREPARATION, ONE

PRIMER COAT(MPI-79), AND TWO ALKYD COATS(MPI-94). THE FINISH COLOR SHALL BE FSC 33531, BEIGE.

4.4. REMOVE AND REINSTALL EXISTING SIGNAGE ON CONCRETE AND REVETMENT.

5. B330, B331, AND B332

5.1. REMOVE EXISTING COATINGS ON B330, B331, AND B332 ENTIRELY.

5.2. PAINT ON EXISTING CONCRETE WALL AT B330, B331, AND B332 INCLUDING SURFACE PREPARATION, ONE

PRIMER COAT(MPI-11), AND TWO LATEX COATS(MPI-11). THE FINISH COLOR SHALL BE FSC 33531, BEIGE.

5.3. PAINT ON EXISTING DOOR AND DOOR FRAMES INCLUDING SURFACE PREPARATION, ONE PRIMER

COAT(MPI-79), AND TWO ALKYD COATS(MPI-94). THE FINISH COLOR SHALL BE FSC30108, DARK BROWN.

5.4. REMOVE AND REINSTALL EXISTING SIGNAGE ON BUILDINGS.

6. TEMPORARY FENCE

6.1. INSTALL NEW TEMPORARY CHAIN LINK FENCE APPROXIMATELY 73M LENGTH, 2.4M HEIGHT WITH 1.2M

FOUNDATION INCLUDING POSTS, 3-STRAND 4 POINT BARBED WIRE, 600MM DIAMETER CONCERTINA WIRE, AND GROUNDING BEFORE REVETMENT REMOVAL.

6.2. REMOVE TEMPORARY FENCE AFTER COMPLETE OF REVETMENT INSTALLATION.

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TYPE FE-8

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RETAINING WALL SCHEDULE

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FENCE SECTION

NOT TO SCALESCALE:

REVETMENT SECTION

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REVETMENT FOUDATION

NOT TO SCALESCALE:

B330 FLOOR PLAN

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A-01

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B332 FLOOR PLAN

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B331 FLOOR PLAN