H03. Drawing, I1-00617-9J_revised.pdf

PDF 3 MB Posted Apr 8, 2020

Attached to: Project No. I1-00617-9J, Remove Concertina Wire for Perimeter Fences and Gates, USAG Daegu
Solicitation number: W90VN9-20-R-0026
Issued by: Department of the Army Materiel Command Army Contracting Command

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File	Type	Posted
A03. Estimate for Contractor's Offer (redacted).pdf	PDF	Apr 7, 2020
A21. Solicitation_ Remove Concertina Wire around USAG-Daegu (W90VN920R0026).pdf	PDF	Apr 7, 2020

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

USING AGENCY

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 - 20 - 02

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

I1-00617-9J

UNIT #15746, APO AP 96218-5746

C - 2

R - 1

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

TITLE SHEET

2 C - 1

YI, TONG KI

T I T L E S H E E T

AS SHOWN

C - 34

DATE: 17 FEB 20

C - 45

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

PROJECT NO. I1-00617-9J, USAG DAEGU

CIVIL

SITE LAYOUT PLAN-I (1 OF 4) (CAMP WALKER)

SITE LAYOUT PLAN-II (2 OF 4) (CAMP CARROLL)

SITE LAYOUT PLAN-III (3 OF 4) (CAMP GEORGE)

C - 56 5 OF 6 FENCE TYPICAL SECTIONS

SITE LAYOUT PLAN-IV (4 OF 4) (CAMP HENRY)

C - 67 6 OF 6 OVERPASS BRIDGE PERSPECTIVE VIEW

LIMITED AREA

ETC

STOP

S-398

S-363

S-373

S-372 S-367

S-409

T-392 T-391T-390

T-235 Golf Course

S-468

T-445

T 9 S-470

S-457 T-465

T-466

S-450T-706

S-324

S-422

S-335

S-320

S-338

S 15S-200

S-216T-213

S-452

T-720 T-721

T-722

T-235 Golf Course

S-357

GATE 6

S-403

TMP Washrack

188TH MP S-431

S-430

T-433

S-441

GOLAN 10

T-442

S-414

S-411

S -416S

-410

S-440

S-711

T-712

S-358

S-356

S-349

S-408 T-421

S -420

T-342

T-387

S-701

S-348

T-235 Golf Course

KELLY FIELD

S-252

S-283

S-205

S-208

S -2

S-261

S-260

S-202

S-217

S-212

S-222

S-382

S-362

S-360

S-368

S-386

S-38

T-235 Golf Course

S-2

S-

S-148

S-149 S-163

T-164

S-165

S-166

S-565

S-161

T-158

S-617

S-57

S-574

S-585

S-556

S 1S-566

S-315

T-569

S-57

S-584

T-614

S-316

S -602

S-601

S-

S-221

T-573

S-267

S-228

S-230

S-245

S-244

S-248

S-227

S-246

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S-592

T-594

S-379

S-374

S-310

T-340

S-330

T-341

SUBSTATION

CDC

MIDDLE / HIGH SCHOOL

S-321

S-359

T-462

S-36

S-38 S-8

S-1

S-32

S-21 S-22

T-20

CIVIL

AS SHOWN

HGFEDCBA

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:

1- SCALE : 1 / 3000

D - 20 - 02

1 6 C-1

GRAPHIC SCALE

(IN METERS)

0 60 120

SCALE: 1 : 3000

I1-00617-9J

17 FEB 20

CHI, K. K.

KU, HUN MO

GATE 4

65 LM

APPROX.

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

SITE LAYOUT PLAN- CAMP WALKER

F A

H O

U S

W E

P A

R K

R U

C T

U R

P A

R K

R U

C T

U R

TOWER 2

FAMILY HOUSING

P A

R K

R U

C T

U R

P A

R K

R U

C T

U R

TOWER 3

FAMILY HOUSING

T O

W E

F A

U S

S-393

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

DAEGU

CAMP WALKER

VICINITY MAP

NOT TO SCALE

PROJECT WORK LIMITS

(CAMP WALKER)

SITE LAYOUT PLAN-I (1 OF 4)

GENERAL NOTES:

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

ON THE PROJECT.

BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

CONTRACTING OFFICER.

CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

10.

11.

12.

15.

16.

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONSTRUCTION OPERATIONS.

AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,

COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR

2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

DETERMINE PROPER MATERIAL HANDING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

REMOVAL NOTES

LEGEND:

TO REMOVE

EXISTING CONCERTINA WIRE

APPROX. 630 LM

ABBRIVATIONS:

LM: LINEAR METERS

SM: SQUARE METERS

A P P

R O

A P P R O

. 1,390 LM

A P P

R O

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES

A P P R

O X

OX.

A P P

R O

1 2

1 2 4 5

AROUND PERIMETER FENCE, (APPROX. 120 SM)

REMOVE EXISTING STACK OF FALLEN LEAVES, CREEPER AND ETC.

1 2 4 5 7

A P P R O

X. 90 LM

O X.

REMOVE EXISTING CONCERTINA WIRES

REMOVE EXISTING STEEL BARS

REPLACE EXISTING 6-STRANDS OF BARBED WIRES

PROVIDE SINGLE COIL CONCERTINA WIRES

SEE SECTION- TYPE I

1 2 4 5

SEE SECTION- TYPE I

-TYPE I

SEE SECTION

-TYPE I

SEE SECTION

-TYPE IV

SEE SECTION

SEE SECTION- TYPE I

-TYPE I

SEE SECTION

5- 5-

SCOPE OF WORK (CAMP WALKER)

REMOVE EXISTING CONCERTINA WIRES AND STEEL BARS.1.

#1 (REPAIR/MAINTENANCE)

5.CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES.

4.REPLACE EXISTING 3 LAYERS OF CONCERTINA WIRES.

REPLACE EXISTING 6-STRANDS OF BARBED WIRES.

2.REMOVE EXISTING STACK OF FALLEN LEAVES, CREEPER AND ETC.

SEE GENERAL AND REMOVAL NOTES ON DRAWING REF. NO. C-1.

#2 (GENERAL REQUIREMENTS)

PROVIDE SINGLE COIL CONCERTINA WIRES.

SEE SECTION- TYPE I

(WITHIN PROJECT WORK LIMITS)

SHRUBS BRANCHES AROUND PERIMETER FENCE

CUT/ TRIM AND REMOVE EXISTING TREES &

10.

APPROX. 430 LM

APSAN OVERPASS BRIDGE

PERSPECTIVE VIEW

SEE OVERPASS BRIDGE

5 8

PROVIDE STEEL EXTENSION ARMS AND 3-STRANDS OF BARBED WIRES

PROVIDE STEEL EXTENSION ARMS AND 3-STRANDS OF BARBED WIRES.

APPROX. 250 LM

(TOTAL)

VIEW

PERSPECTIVE

BRIDGE

SEE OVERPASS

REPLACE EXISTING 3 LAYERS OF CONCERTINA WIRES

GOVERNING STANDARDS FOR KOREA, USFK PAM 200-1.

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

ALL CONCERTINA WIRES ON THE APSAN OVERPASS BRIDGE SHALL BE REMOVED.

WORK LIMITS. AND CONTRACTOR SHALL VERIFY BEFORE TREES/ SHRUBS REMOVAL.

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

CONTRACTOR SHALL REPLACE EXISTING DETERIORATED STEEL EXTENSION ARMS.

OF SECURITY OFFICER.

CONCERTINA WIRES AND STEEL BARS SHALL BE REMOVED IN ACCORDANCE WITH THE GUIDANCE

CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE PERIMETER FENCE LINE, AND SITE CONDITIONS.

THIS DRAWING HAS BEEN PROVIDED GENERAL LAYOUT OF PERIMETER FENCE.

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,

OTHERWISE NOTED.

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

APPROX. 860 LM (TOTAL)

SEE SECTION- TYPE V 5-

1 4 5

A P P

R O

A P P R O

A P P

R O

30 LM

SEE SECTION- TYPE V 5-

1 4 5

KU, HUN MO

CHI, K. K.

D - 20 - 02I1-00617-9J

17 FEB 20

CIVIL

AS SHOWN

HGFEDCBA

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:

SCALE : 1 / 5000

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :5000

0 50 100 200

S-940 Tennis Court

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

T-646

S-671

S-672

S-673

S-674

S -644

T-780

T-508

S-86

S -7

T -6

T -5

T -7

T -5

S-961

T-533

T -5

S-714

S -8

T-377

T-584

T -3

T-3

S-531

T-417

T-863

T-765

T-368

T-507

T-772

S-967

T-924

T-575

T-696S-603

T-928

S-102

T-521

T-558

T-989

T-342

T-681

T-343

S-965

T-116

T-504

T-315

T-385

T-617

T-661

T-693

T-766

T-764

T-768

T-769

T-271

T-763

T-160

T-299

T-414

T-413

T-104

S-153

T-120

S-954

S-994

T-653

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

GATE 2

GATE 1

GATE 4

GATE 3

S-118 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

T-534

T-677

T-659

T-311

T-386

T-700

T-826

T-619

T-376

S-114

T-519

T-625

S-983

S-984

S-387

T-509B

T-509-2

T-578 Vehicle Scales

T-509-1

S-284

T-115

S-401

S-383 Bus Stop 9

S-933 Bus Stop 6

S-621 Vehicle Scales

S-701

T-369

S-378

T-89

T-513

S-669 Station

Hunter Brake

S-328

S-329

T-509C

T-503 Bus Stop 1

S-622

T-624

T-416

T-827

S-350

T-415

T-979

S-667

S-705

T-926

T-577

T-720 Bus Stop 5

T-412

T-509D

T-509A

S-839

S-835

S-665

S-840

S-837

S-836

S-605

S-606

S-607

S-608

S-985

S-955

S-709

S-510

S-326

S-530

S-818

S-817

S-135

S-620

S-151

S-821

S-405

T-645

S-846

T -5

S-327

S -5

S-970

S-117

S-601

S-684

S-138

S-388

S-139

S-668

S-831

S-825

S-917

S-915

S -9

S-612

S -9

S-256

S-111

S-233

S-563

S-110

S-711

T-

S-231

S-396

S-230

S-100 S-235

S-375

S -9

S-136

S-403

T-565

S-253

S-250

S-977

S-676

S-254

S-573

S-946

S-998

S-203

S-841

S-123

S-938

S-657

S-914

T-516

S-341

S-911

S-113

T-520

S-913

S-141 S-143

S-142

S-264

S-731

S-101

S -309

S -2

S -7

S -9

T -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

S -9

T -5

S-9

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

T-206

S -3

S -9

T -3

S -3

S-154

S -9

S -8

S-974

S-321

S-

S-910S -4

S-340

S-349

S-301

S -611

T -3

S -7

S-140

S -6

S-718

S -7

S-137

S -6

S-842

S-351

S-512

S-205

S -5

S-336

S-239

S -9

S -3

S-267

S-509

T-359

S -3

S-532

S -9

S-208

T -7

S-702

S-163

S-304

T-515

S-733

S-732

S-642

S-627

T-384

S -3

T -5

T -3

S-312

S-666

S-420

S-973

T -3

T-580

T-996

S-925

T-997

S-931

T-631

T -2

S-131

S-919

T -3

T-521

S-395

S-397

S-918

S-944

T-195

T-196

T-198

T-197

T-194

T-199

S-119

S-739

S-3

T-261

S-164

S-626

T-130

S-717

S-402

T-572

T-189

T-406

T-193

T-958

S-88

S-348

T-581

S-265

S-640

S-953

S-411

S-664

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-771

S-95

T-409

S-916

S-947

S-957

T-192

S-956

S-719

T-762

S-770

S-162

S-161

T-317 Tower Cooling T-923

S-93

S-922

T-814

T-812

T-569

T-635

S-995

T-810

T-280

T-811

T-633

T-103

T-813

T-637

T-636

S-741

S-845 Washrack

S-693 Washrack

S-404 Washrack

S-976 Washrack

S-939 Washrack

S-987 Washrack

S-927 Washrack

T-6

S-703

PLANT

TREATMENT

SEWAGE

S-820

S-87

S-150

S-144

WETLAND

CAMP CARROLL

S-978 Substation Electrical

S-870

CLINIC

HEALTH/DENTAL

DFAC

TEMF

S T O

R A G E

O R

G A N

A T

N A L

NOT TO SCALE

VICINITY MAP

CAMP CARROLL

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

C-2

SITE LAYOUT PLAN- CAMP CARROLL

SCOPE OF WORK (CAMP CARROLL)

UNION

S-719

PROJECT WORK LIMITS

(CAMP CARROLL)

SITE LAYOUT PLAN-II (2 OF 4)

1SEE SECTION- TYPE I

AND STEEL BARS

REMOVE EXISTING CONCERTINA WIRES

SEE SECTION- TYPE I

AND STEEL BARS

REMOVE EXISTING CONCERTINA WIRES

SEE SECTION- TYPE I

AND STEEL BARS

REMOVE EXISTING CONCERTINA WIRES

3,240

SEE SECTION- TYPE II

WIRES AND STEEL BARS

REMOVE EXISTING CONCERTINA

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

DAEGU

LEGEND:

O X.

,7 L

A P P

R O

X 1, L

APPROX.

APPROX. 90 LM

ABBRIVATIONS:

LM: LINEAR METERS

SM: SQUARE METERS

APPROX. 600 LM(TOTAL)

APPROX. 300,000

2 6

SEE SECTION- TYPE I

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

SEE GENERAL AND REMOVAL NOTES ON DRAWING REF. NO. C-1.

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

REMOVE EXISTING CONCERTINA WIRES AND STEEL BARS.

REPLACE EXISTING 6-STRANDS OF BARBED WIRES.2.

SEE SECTION- TYPE I

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

SEE SECTION- TYPE I

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

SEE SECTION- TYPE II

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

1SEE SECTION- TYPE I

AND STEEL BARS

REMOVE EXISTING CONCERTINA WIRES

SEE SECTION- TYPE I

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

(WITHIN PROJECT WORK LIMITS)

SHRUBS BRANCHES AROUND PERIMETER FENCE

CUT/ TRIM AND REMOVE EXISTING TREES &

S-628

L M

SEE SECTION- TYPE V

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

SEE SECTION- TYPE V

REMOVE EXISTING CONCERTINA WIRES

SEE SECTION- TYPE VI

REMOVE EXISTING CONCERTINA WIRES

SEE SECTION- TYPE VI

NEW 6-STRANDS OF BARBED WIRES

REPLACE EXISTING BARBED WIRES WITH

SEE SECTION- TYPE VI

WITH NEW DOUBLE STEEL EXTENSION ARMS

REPLACE EXISTING SINGLE STEEL EXTENSION ARMS

WIRE TO REMOVE

EXISTING CONCERTINA

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES.4.

DOUBLE STEEL EXTENSION ARMS.

REPLACE EXISTING SINGLE STEEL EXTENSION ARMS WITH NEW

1187955277.MIL

Highlight

CIVIL

HGFEDCBA

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

E/P

S-3008

S-3016

S-3013

S-3019

S-3000

S-3018

S-3

KNHC

S-3004

CAMP GEORGE

SITE LAYOUT PLAN- CAMP GEORGE

SCOPE OF WORK (CAMP GEORGE)

SCALE : 1 / 1000

C-3

PROJECT WORK LIMITS

SEE GENERAL AND REMOVAL NOTES ON DRAWING REF. NO. C-1.

17 FEB 20

TANK

OIL

CONTAINER

Y C

L E

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

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

DAEGU

VICINITY MAP

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

KU, HUN MO

CHI, K. K.

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

I1-00617-9J

(CAMP GEORGE)

SITE LAYOUT PLAN-III (3 OF 4)

SEE SECTION- TYPE I

AND STEEL BARS

REMOVE EXISTING CONCERTINA WIRES

REMOVE EXISTING CONCERTINA WIRES AND STEEL BARS.

A P P

R O

LEGEND:

TO REMOVE

EXISTING CONCERTINA WIRE

ABBRIVATIONS:

LM: LINEAR METERS

SM: SQUARE METERS

GRAPHIC SCALE

(IN METERS)

0 20 40

SCALE: 1 :1000

D - 20 - 02

3 6

1SEE SECTION- TYPE I

OF BARBED WIRES

REPLACE EXISTING 6-STRANDS

REPLACE EXISTING 6-STRANDS OF BARBED WIRES.2.

3.CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES.

(WITHIN PROJECT WORK LIMITS)

BRANCHES AROUND PERIMETER FENCE

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS

HGFEDCBA

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

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

DAEGU

VICINITY MAP

KU, HUN MO

CHI, K. K.

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

I1-00617-9J

GRAPHIC SCALE

(IN METERS)

0 20 40

SCALE: 1 :1000

CAMP HENRY

TVPC

S -1

T-

T-1007

T-1319

T-1607

T-1407

S-1423

G A

T E

Memorial

3.1 Movement

Dol-Harubang

T S

T R

E E

H S

T R

E E

H S

T R

E E

S-1427

S-1504

S-1856

S-1305

T-1569

S-1703

S-1705

S-1712

T-1671

S-1684

S-111

S-1600

S-1624

T-1531

T-1325

S-1651

S-1106

S-1124

S-1307

S-1107

S-1121

S-1254

S-1505

S-1815

S-1639

S-1662

S -1

S-1501

S-1516

S-1521

S-1664

S -1

S-1425

S-1420

S-1522

S-1530

S-1814

S-1810

S -1

S-1805

S-1685

S-1669

S-1600

S-1109

S-1110

S-1220

S-1217

S -1

S-1410

S-1535

S-1131

S-1115

S-1154

S-1241

S-1208

S-1303

S-1650

S-1652

S-1540

S-1801

S-1715

T-1001

S-1653S-1654

S-1845

S-1844

S-1840

S-1835

S-1680

S-1304

S-1701

S-1707

V P

S-2546

T-1706

S-2543

S-1622 S-1103

S-1153

S-1211

S-1222

S-1225

T-1229

S-1311

DFAC

BARRACK

SITE LAYOUT PLAN- CAMP HENRYABBRIVATIONS:

LM: LINEAR METERS

SM: SQUARE METERS

S-1413S-1328 E/P

E/P

S-1329

C-4

(CAMP HENRY)

SITE LAYOUT PLAN-IV (4 OF 4)

D - 20 - 02

4 6

S-1621

G A

T E

SCOPE OF WORK (CAMP HENRY)

#2 (GENERAL REQUIREMENTS)

#1 (REPAIR/MAINTENANCE)

A P P

R O

A P P

R O

A P P

R O

APPROX. 145 LM

BARS.

REMOVE EXISTING CONCERTINA WIRES AND STEEL

REF. NO. C-1.

SEE GENERAL AND REMOVAL NOTES ON DRAWING

330 LM

APPROX.

OX.

17 FEB 20

APPROX.120 LM

OX.

A P P R

O X

1 3

1 4 5

APPROX. 140

APPROX. 520

PROJECT WORK LIMITS

1 2

BRANCHES.

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS

(WITHIN PROJECT WORK LIMITS)

BRANCHES AROUND TOP GUARD OF PERIMETER FENCE

CUT/ TRIM AND REMOVE EXISTING TREES & SHRUBS

REMOVE EXISTING CONCERTINA WIRES

REMOVE EXISTING STEEL BARS

REPLACE EXISTING 6-STRANDS OF BARBED WIRES

REPLACE EXISTING 3-STRANDS OF BARBED WIRES

5-SEE SECTION- TYPE III

5-SEE SECTION- TYPE I

-TYPE I

SEE SECTION

5-SEE SECTION- TYPE I

CUT/TRIM AND REMOVE EXISTING TREES & SHRUBS BRANCHES

BARBED WIRES.

REPLACE EXISTING 3-STRANDS AND 6-STRANDS OF

PROVIDE STEEL EXTENSION ARMS AND 3-STRANDS OF BARBED WIRES

APPROX.80 LM

20 L M

25 LM

21 3

5-SEE SECTION- TYPE I AND V

SEE SECTION- TYPE V

OF BARBED WIRES.

PROVIDE STEEL EXTENSION ARMS AND 3-STRANDS4.

- 5 NOT TO SCALE

EXISTING CHAIN-LINK FENCE

CONCERTINA WIRES

REMOVE EXISTING

FENCE SECTION-TYPE VI

OF BARBED WIRES (TYP.)

BARBED WIRES NEW 6-STRANDS

REPLACE EXISTING 3-STRANDS OF

DOUBLE STEEL EXTENSION ARMS (TYP.)

EXTENSION ARMS WITH NEW

REPLACE EXISTING SINGLE STEEL

CIVIL

HGFEDCBA

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.

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

D - 20 - 02I1-00617-9J

17 FEB 20

5 6 C-5

5 NOT TO SCALE

FENCE SECTION-TYPE III

- 5

NOT TO SCALE

FENCE SECTION-TYPE II

5 NOT TO SCALE

FENCE SECTION-TYPE I

ARMY INSTALLATION OFF POST

OF BARBED WIRES (TYP.)

REPLACE EXISTING 3-STRANDS

ARMS (TYP.) TO REMAIN

EXISTING STEEL POST

ARMY INSTALLATION OFF POST

REMOVE EXISTING STEEL BARS

WIRES

REMOVE EXISTING CONCERTINA

BARBED WIRES (TYP.)

6-STRANDS OF

REPLACE EXISTING

ARMY INSTALLATION OFF POST

WIRES TO REMAIN

EXISTING CONCERTINA

FENCE

EXISTING CMU PERIMETER

REMOVE EXISTING STEEL BARS

WIRES

REMOVE EXISTING CONCERTINA

BARBED WIRES (TYP.)

6-STRANDS OF

REPLACE EXISTING

- 5 NOT TO SCALE

FENCE SECTION-TYPE IV

BRICK PERIMETER FENCE

EXISTING CMU OR RED

ARMY INSTALLATION OFF POST

REMOVE EXISTING STEEL BARS

BARBED WIRES (TYP.)

6-STRANDS OF

REPLACE EXISTING

PERIMETER FENCE

EXISTING CMU

PERIMETER FENCE

EXISTING CMU

CONCERTINA WIRES

REMOVE EXISTING

(STAINLESS STEEL, 600mm DIA.)

OF CONCERTINA WIRES,

REPLACE EXISTING 3 LAYER

CONCERTINA WIRES

REMOVE EXISTING

REMOVE EXISTING STEEL BARS

ARMS (TYP.) TO REMAIN

EXISTING STEEL EXTENSION

ARMS (TYP.) TO REMAIN

EXISTING STEEL EXTENSION

ARMS (TYP.) TO REMAIN

EXISTING STEEL EXTENSION

BE INSTALLED/ WELDED

BARBED WIRES (TYP.) TO

AND 3-STRANDS OF

(45 DEGREE, 460 mm)

STEEL EXTENSION ARMS

FENCE TYPICAL SECTIONS

- 5 NOT TO SCALE

FENCE SECTION-TYPE V

BARBED WIRES (TYP.)

6-STRANDS OF

REPLACE EXISTING

ARMS (TYP.) TO REMAIN

EXISTING STEEL EXTENSION

EXISTING CHAIN-LINK FENCE

CONCERTINA WIRES

REMOVE EXISTING

DETAIL ’A’

STEEL TIE WIRE

16-GAGE STAINLESS

BARBED-TAPE CONCERTINA

BARBED WIRE

NEW ZINC-COATED

SEE DETAIL ’A’

- 5 NOT TO SCALE

7 CONCERTINA WIRE

(TYP.)

EXTENSION ARMS

EXISTING STEEL

(SINGLE COIL, 600mm DIA.)

BARBED-TAPE CONCERTINA

NEW STAINLESS STEEL

HGFEDCBA

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.

FENCES AND GATES

REMOVE CONCERTINA WIRE FOR PERIMETER

USAG DAEGU

D - 20 - 02I1-00617-9J

17 FEB 20

6 6 C-6

NOT TO SCALE

OVERPASS BRIDGE PERSPECTIVE VIEW

X X

X X X

X X

OVER

PASS

BRID

GE ~

EXISTING SOUND PROOF BARRIER

EXISTING STEEL FRAME DOME

REMOVE EXISTING CONCERTINA WIRES

& STEEL SUPPORTS

REMOVE EXISTING STEEL BARS

~RETAINING WALL~

NOTES:

OF OVERPASS BRIDGE AND AT EACH STEEL FRAME DOME.

STEEL EXTENSION ARMS SHALL BE INSTALLED ON BOTH SIDES

WITH C.O.R BEFORE TREES/ SHRUBS REMOVAL.

AROUND OVERPASS BRIDGE. AND CONTRACTOR SHALL VERIFY

TREES AND SHRUBS SHALL BE CUT/ TRIMMED/ REMOVED

ALL STEEL EXTENSION ARMS SHALL FILLET WELDED ALL AROUND.

THE APSAN OVERPASS BRIDGE SHALL BE REMOVED.

ALL CONCERTINA WIRES, STEEL BARS AND STEEL SUPPORTS ON

OVERPASS BRIDGE PERSPECTIVE VIEW

BE INSTALLED/ WELDED ON BOTH SIDES

AND 3-STRANDS OF BARBED WIRES (TYP.) TO

STEEL EXTENSION ARMS (45 DEGREE, 460 mm)

I1-00617-9J_T01

I1-00617-9J_C01

I1-00617-9J_C02

I1-00617-9J_C03

I1-00617-9J_C04

I1-00617-9J_C05

I1-00617-9J_C06

File details come from the government source that posted it. Updated Apr 9, 2020.