Attachment1-Drawing.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 21 - 27

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

92-10012-1J

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

YI, TONG KI

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

DATE: 13 AUG 21

C - 12

C - 23

C - 34

C - 45

USING AGENCY

REPLACE PERIMETER BOUNDARY WALL

CIVIL

REPLACE PERIMETER BOUNDARY WALL

GENERAL, REMOVAL NOTES AND NOTES

SITE LAYOUT PLAN

DECORATIVE MASONRY WALL FENCE (1 OF 2)

DECORATIVE MASONRY WALL FENCE (2 OF 2)

PROJECT NO. 92-10012-1J, BSF

BUSAN STORAGE FACILITY

KU, HUN MO

CIVIL

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:

CHI, K. K.

92-10012-1J

REMOVAL NOTES:

1.

2.

3.

4.

OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED, UNLESS

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS INDICATED AND REQUIRED.

I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS,

1.

2.

3.

4.

GOVERNING STANDARDS FOR KOREA AND USFK PAM 200-1.

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE KOREAN ENVIRONMENTAL

GENERAL NOTES:

14.

13.

10.

11.

12.

IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S. GOVERNMENT LEASED PROPERTY

AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL TO THE DESIGN

TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY

BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND SOLID SODDING WITHIN

PROJECT SITE ORIENTATION PRIOR TO SUBMISSION OF CONTRACT PROPOSAL.

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE

COMMENCING WORK ON THE PROJECT.

BY THE COR AND SHOULD BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION OF THE JOB

LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

OF ALL NATURAL OBSTRUCTIONS, SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND CLEARED/REROUTED

VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR ROAD FOR

MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND OTHER UTILITY

OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST DEPTH UNLESS

SUCH AS FORMWORKS AND SHORING WITHOUT ANY ADDITIONAL COST.

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING FALSEWORK

DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

FIELD OFFICES AND STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO LAY

ACCORDING TO O&MA SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S TEMPORARY FACILITIES

AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS AND STATIONS

16.

15.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL HANDLING METHODS.

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS WITHIN

5.

COST.

BE REPAIRED AND REPLACED TO THE SATISFACTORY CONDITIONS OF COR WITHOUT ADDITIONAL EXISTING UTILITY LINES SHALL BE REMOVED CAREFULLY. ANY DAMAGES TO UTILITY LINES SHALL

CONSTRUCTION STAGES TO COMPLETE THIS PROJECT ON TIME AS SCHEDULED.

CONTRACTOR SHALL CONTACT AND COORDINATE ALL RELEVANT LOCAL PARTIES BEFORE INITIATE

SHRUBS REMOVAL.

IN THE WORK LIMITS. AND CONTRACTOR SHALL VERIFY THE SITE CONDITIONS BEFORE TREES/

TREES AND SHRUBS NOT SHOWN ON THE DRAWINGS SHALL BE CUT/ TRIMMED/ REMOVED

AND SODDING.

ALL UNPAVED AREAS WITHIN THE PROJECT WORK LIMITS SHALL BE COVERED WITH TOPSOIL

11.

D - 21 - 27

C-1

1 4

13 AUG 21

NOTES:

GENERAL, REMOVAL NOTES AND NOTES

DRAWINGS AND PHYSICAL SECURITY PLAN AND HAVE APPROVAL BEFORE THE CONSTRUCTION.

ACCORDANCE WITH THE GUIDANCE OF SECURITY OFFICER. CONTRACTOR SHALL SUBMIT SHOP

TEMPORARY PERIMETER FENCE SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD IN

BY CONTRACTOR, AS REQUIRED.

BE REMOVED AND REINSTALLED TO THE SAME OR BETTER CONDITIONS THAN THE EXISTING

EXISTING GATES, SIGNS AND SIGN BOARDS ON THE EXISTING PERMETER WALL FENCE SHALL

EXISTING CHAINLINK FENCES NEAR ACCESS CONTROL POINTS AREAS SHALL REMAIN.

DURING THE CONSTRUCTION OF NEW PERIMETER WALL FENCES, AND RESTORED AS REQUIRED.

ELECTRIC ITEMS ON EXISTING PERIMETER FENCES SHALL BE KEPT SAFELY AND PROTECTED

EXISTING CONDITIONS AND DIMENSIONS TO SUBMISSION OF CONTRACT PROPOSAL.

CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE PERIMETER WALL FENCE LINE, ALL

THIS DRAWING HAS BEEN PROVIDED GENERAL LAYOUT OF PERIMETER WALL FENCE.

PRIMETER WALL FENCE SHALL BE POSSIBLY REPLACED AS DETAILED TYPICAL SECTIONS.5.

SHOW THE STANDARD SHAPES OF THE PERIMENTER WALL AND THE FOUNDATION.

TYPICAL WALL SECTIONS ARE ONLY FOR THE ESTIMATION PURPOSE, AND TYPICAL WALL SECTIONS6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

BUSAN STORAGE FACILITY

OFFICER.

REMOVING AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE CONTRACTING

ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING, DEMOLISHING, OR

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

MANAGEMENT COMMAND" FORM AS A PART OF THIS PROJECT. THE DETAILS WILL BE

PROJECT, KOREA, REVISION1, 30 OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

MANAGEMENT COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA

O & MA PROJECT, KOREA, 30 NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS, FOR

THE SCOPE OF WORK.

THIS PROJECT INCLUDES ALL NECESSARY PROCEDURES AND REMOVAL WORKS TO PERFORM

FOUNDATIONS AND OTHER SUB-STRUCTURES FOR PERIMETER WALL FENCE.

CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE STABILTY OF ANY TYPES OF THE WALL

MODIFICATION FOR THE TYPES OF FOUNDATIONS.

PERIMETER WALL FENCE SHALL BE STRUCTURALLY STABLE AND IT IS NOT THE ISSUE OF THE

FOR THE VARIATIONS OF THE WALL FOUNDATIONS.

SHOP DRAWING SHALL BE SUBMITTED AND GET APPROVED BEFORE INITIATE THE CONSTUCTION

SAME AS EXISTING AND AS REQUIRED.

SIGNS,BOARDS, AND OTHER ITEMS DURING THE CONSTRUCTION, AND RESTORE THEM PROPERLY

MARKINGS, CONCRETE DITCHES, CONCRETE RETAINING WALLS, SIDEWALKS, CURBS, PLANTERS, PAINT, CONTRACTOR SHALL REMOVE EXISTING STRUCTURES, FACILITIES, AC/ PCC PAVEMENTS, PAVEMENT THIS PROJECT IS TO REPLACE PERIMETER BOUNDARY WALL AT BUSAN STORAGE FACILITY, AND

N/A

REPLACE PERIMETER BOUNDARY WALL

LEGEND:

LM: LINEAR METERS

SM: SQUARE METERS

AC: ASPHALT CONCRETE

PCC: PORTLAND CEMENT CONCRETE

WALL PERIMETER FENCE

NEW DECORATIVE MASONRY

(WITHIN PROJECT WORK LIMITS)

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES

SOD WITH TOP SOIL AND SOLID SODDING (WITHIN PROJECT WORK LIMITS)

ABBREVIATIONS:

(TOTAL: APPROX. 530 LM)

WITH NEW DECORATIVE MASONRY WALL PERIMETER FENCES

REPLACE EXISTING CMU / RED-BRICK WALL PERIMETER FENCES

PAINT, SIGNS, BOARDS AND OTHERS (WITHIN PROJECT WORK LIMITS)

CONCRETE DITCHES, CONCRETE RETAINING WALLS, SIDEWALKS, CURBS, PLANTERS,

RESTORE EXISTING ITEMS SUCH AS AC/PCC PAVEMENTS, PAVEMENT MARKINGS,

T-1310

T-1315

T-1317

S-1321

T-1327

S-1322 T-1427

T-1426

T-1425

T-1419

T-1402

S-1401

S-1422 S-1407

T-1408

S-1410

S-1409S-1411 T-1413

S-1412

T-1420

S-1436

T-1437

S-1438

S-1439

S-1440

S-1441

S-1442

T-1443

T-1467

S-1445

T-1444

S-1448

S-1463

T-1432

T-1431 T-1483

T-1482

T-1481

WATER STO. TANK

S-1460

T-1365

T-1415 T-1416

S-1417

S-1329S-1330

COLD STO.

T-1309

T-1306

S-1334

T

S-1312

T-1341

SHED

GAS STATION

T-1345

BOOTH

GUARD

T-1335

S

S

S

S

S-1357

T-1358

S-1311

S-1369

T-1360T-1352

T-1461

S-1480 S-1393

S-1391 S-1385

T-1372

T

T-1351

T

S-1491

S-1447

S-1324

T-1340

T-1336

T-1338

S-1313

S-1318

LUMBER LANE

AC

AC

AC

MAIN STREET

N

D S

T R

E E

T

RAMP

CONC.

RAMP

CONC.

RAMP

CONC.

AREA

STORAGE

S-1505

W.T.P.

S-1490

CIVIL

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

SCALE : 1 / 1000

NOT TO SCALE

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

D

M

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

Z

N

DAEGU

VICINITY MAP

KU, HUN MO

CHI, K. K.

GRAPHIC SCALE

(IN METERS)

0 20 40

SCALE: 1 :1000

N

C-2

D - 21 - 27

2 4

13 AUG 21

92-10012-1J

B.S.F.

SITE LAYOUT PLAN

BUSAN STORAGE FACILITY

SITE LAYOUT PLAN1

AND DETAILS

SEE SECTIONS

41 2 3

3 4

1.

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

1.

SOD WITH TOP SOIL AND SOLID SODDING.

2.

3.

4.

REF. NO. C-1.

SEE GENERAL, REMOVAL NOTES AND NOTES ON DRAWING

SCOPE OF WORK

WITH NEW DECORATIVE MASONRY WALL PERIMETER FENCES.

REPLACE EXISTING CMU /RED-BRICK WALL PERIMETER FENCES

PERIMETER FENCE.

CURBS, PLANTERS, PAINT, SIGNS, BOARDS AND OTHERS AROUND

CONCRETE DITCHES, CONCRETE RETAINING WALLS, SIDEWALKS,

PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKINGS,

RESTORE EXISTING ITEMS SUCH AS ASPHALT CONCRETE/

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES.

A P P

R O

X

L

M

APPROX. 190 LM

A P P

R O

X

L

M A P P

R O

X

L

M

APPROX. 5 LM1

AND DETAILS

SEE SECTIONS

41 2 3

3 4

AND DETAILS

SEE SECTIONS

41 2 3

3 4

PROJECT WORK LIMITS

PROJECT WORK LIMITS

CIVIL

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

KU, HUN MO

CHI, K. K.

92-10012-1J D - 21 - 27

C-3

3 4

13 AUG 21

- NOT TO SCALE

DECORATIVE MASONRY WALL FENCE (1 OF 2)

DECORATIVE MASONRY WALL FENCE (1 OF 2)

NOT TO SCALE

EXPANSION JOINT

C

GREASE W/ EXP CAP

@400 O.C, ONE SIDE

D16 x 750 LG DOWELS

20 CHAMFERSEALANT

JOINT FILLER

ELASTOMERIC

PREFORMED

TOOLED STRIP

W=SAW-CUT

NOTE:

NOT TO SCALE

C

NOTE:

THE EXPANSION JOINTS SPACING.

1. MAXIMUM SPACING AT EVERY 6m WITHIN

ABBREVIATIONS:

O.C: ON CENTER

f’c = 27 MPa fy = 400 MPa

NOT TO SCALE

B

CONTRACTION JOINT

T

T /5

1, (T Y P

(T Y P

A A

INTERIOR / EXTERIOR ELEVATION (TYP.)

RED BRICKS VENEER

KOREAN CLAY ROOFTILE

D13@200 O.C

400400

ARMY INSTALLATIONOFF POST

(PAVED/ UNPAVED)

FINISH GRADE

1, (T Y P

V A

R

IE

S

(1

1, 1, M

IN

(T Y P

HORIZONTAL BARS

D13@200 O.C

VERTICAL BARS

D16@200 O.C

RED BRICKS VENEER

4- D13 LONGITUDIANL BARS

TRANSVERSAL BARS

D13@300 O.C

REINFORCED CONCRETE

RED BRICKS VENEER

30mm THICK SPACE

(18 x 140 x 300)

KOREAN CLAY ROOFTILE

(18 x 270 x 330)

KOREAN CLAY ROOFTILE

NOT TO SCALE

A

TYPICAL WALL SECTION A - A

TYP

30mm THICK SPACE

(M

IN

D16@200 O.C

D13@200 O.C

3. LAP LENGTH = 30D (D= REINFORCING BAR DIAMETER).

HIGH STRENGTH DEFORMED REINFORCING BARS

2. REINFORCING STEEL YIELD STRENGTHS.

BEAMS, WALLS, COLUMNS, SLABS

STRUCTURAL SLAB-ON-GRADE, GRADE BEAMS, FOOTING AND WALL FOOTING,

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

NOTES:

STEEL ANCLE, 50 x 50 x 4(T)

@ 3,000 O.C (GALVANIZED

SINGLE STEEL EXTENSION ARMS

WIRES (ZINC-COATED)

3-STRANDS OF BARBED

BINDER

FILL BINDER

GREASE W/ EXP CAP

@400 O.C, ONE SIDE

D16 x 750 LG DOWELS

1. PROVIDE EXPANSION JOINT AT MAXIMUM 18m SPACE.

ARMS@ 3,000 O.C

SINGLE STEEL EXTENSION

3-STRANDS OF BARBED WIRES

NOTES:

WHERE THE WALL HAVE DIFFERENT ELEVATIONS.

1. PROVIDE ADDITIONAL EXTENSION ARMS AT THE END OF EACH WALL

THE CMU WALL FENCE SHALL NOT EXCEED 150mm FOR MANPROOFING.

2. ANY SPACE BETWEEN THE BARBED WIRES AT THE BOTTOM AND ALL

@600 O.C

WEEP HOLE

NOT TO SCALE

A

TYPICAL WALL SECTION ON RETAINING WALL

BE FREE FROM ANY CONCRETE CHIPS, DUSTS AND DEBRIS.

CLEAN THE CHIPPED AND DRILLED SURFACE, SURFACE SHALL

NOTES:

1.

2.

RETAINING WALL

EXISTING CONCRETE

120 300 120

(ASSUMED)

500mm DEPTH)

(DRILLED AND EXPOXY GROUTED,

RE-BAR TO BE INSTALLED

D16@200 O.C

EXISTING SURFACE

CHIPPED AND ROUGHEN

M

IN

HORIZONTAL BARS

D13@200 O.C

VERTICAL BARS

D16@200 O.C

REINFORCED CONCRETE

RED BRICKS VENEER

30mm THICK SPACE

RED BRICKS VENEER

CIVIL

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

KU, HUN MO

CHI, K. K.

92-10012-1J D - 21 - 27

C-4

4 4

13 AUG 21

- NOT TO SCALE

DECORATIVE MASONRY WALL FENCE (2 OF 2)

DECORATIVE MASONRY WALL FENCE (2 OF 2)

NOT TO SCALE

PLAN (TYP.)

B

NOT TO SCALE

C

SECTION (TYP.)

NOT TO SCALE

C

BRICK ASSEMBLE MATERIAL TABLE

A N

C H

O R

IN

G I T

E M

V E

N T

IL

A T

IO

N I T

E M

SET NAME MATERIAL

STEEL SHEET

ZINC COATED

ZINC COATED

CARBON STEEL WIRE

P.V.C

ZINC COATED

STEEL PLATE

COLD WORKING ZINC

COATED CARBON

STEEL WIRE

P.V.C

HIGH DENSITY

POLYETHYLENE

ZINC COATED

STEEL PLATE

P.V.C

FOAM RUBBER

SIZE

150x32x2.3T

3"

49x30x8T

6-90

L-100x100x10T

M16-125

85x60x10

195x37x2T

100x84x7T

W75x10T

ITEM SHAPEITEM NAME

CLIP TIE

"C" TYPE

PLATE

CAP

(HOT-DIPPING)

STEEL ANGLE

ZINC PLATING

ANCHOR

CLIP TIE

ZINC COATED

CARBON STEEL WIRE

H: 250

TIE

TRIANGLE

CLIP

FIXING

BAND

WIRE

ANCHOR

JOINT

ANCHOR

JOINT

ANCHOR

JOINT

FILLET

JOINT

NET

MORTAR

HOLE

WEEP

ANCHOR

WEDGE

FIXING

HAMMER

SET

"C" TYPE

SPACE TO INSTALL NEW RE-BAR.

CHIP OUT AND DRILL THE PARTS OF EXISTING RETAINING WALL

D13@200 O.C

J O

IN

T I T

E M

RED-BRICK

TIE (TYP.)

ADJUSTABLE UNIT

SPACE

30mm THICK

REINFORCED CONCRETE

SEALANT

MATERIAL, T=6

COMPRESSIBLE

@600 MAX (TYP.)

ANGCHOR-M16 BOLTS

GALV. STL W/ WEDGE

L-100 x 100 x 10T

SHELF ANGLE CONT.

@ 600 O.C

WEEP HOLE

MORTAR NET

LINE ABOVE

KOREAN ROOFTILE

(190 x 90 x 57)

RED BRICK

@3,000

EXTENSION ARMS

VERTICAL @400 O.C

’H" SHAPED CONNECTOR

JOINT

CONCAVE MORTAR

SPACE

30mm THICK

SPACE

30mm THICK

REINFORCED CONCRETE

-HORIZONTAL @ 600 O.C

-VERTICAL @ 400 O.C

ADJUSTABLE UNIT TIE (TYP.)

C