Drawing,_J1-00516-9J_1_of_2.pdf

PDF 14 MB Posted Apr 25, 2019

Attached to: Build sidewalk Bicycle Path from FH to the Commissary
Solicitation number: W90VN9-19-R-0042
Issued by: Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Daegu 411th CSB

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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

AS SHOWN

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

T I T L E S H E E T

D - 19 - 04

CHANG, TAE HO

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

J1-00516-9J

UNIT #15746, APO AP 96218-5746

C - 2

R - 1

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

TITLE SHEET

C - 34

AE - 1

C - 4

C - 5

C - 6

AE - 2

ARCHITECT

ELECTRICAL

CAMP WALKER

2 C - 1

CIVIL

LOCATION PLAN

11 10 OF 22

E - 1

13 12 OF 22

E - 2

14 13 OF 22

15 14 OF 22

16 15 OF 22

17 16 OF 22

18 17 OF 22

19 18 OF 22

20 19 OF 22

21 20 OF 22

23 22 OF 22

YI, TONG KI

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

REMOVAL PLAN

ROAD ALIGNMENT PLAN

LOCATION OF RETAINING WALL

C - 7

C - 8

C - 9

C - 10

C - 11

C - 12

C - 13

C - 14

C - 15

C - 16

C - 17

C - 18

RETAINING WALL PLAN AND ELEVATION WALL "A" & "C"

RETAINING WALL PLAN AND ELEVATION WALL "B"

ENLARGED PLAN ( 1 OF 3)

ENLARGED PLAN (2 OF 3)

ENLARGED PLAN (3 OF 3)

TYPICAL SECTIONS

SPEED HUMP AND PAVEMENT MARKING DETAILS

PAVEMENT MARKING DETAILS

CONCRETE RETAINING WALL DETAILS

CONCRETE MANHOLE

MANHOLE FRAME AND LADDER DETAILS

AC PAVEMENT AND THE MISC DETAILS

FLOOR PLAN & BUILDING WIEW, T-632 DEMOLITION NOTES

LOCATION PLAN , SCOPE OF WORK GENERAL NOTES, REMOVAL FLOOR PLAN, S-386 NEW FLOOR PLAN, S-386

SCHEDULE , ABBREVIATION DOOR STOP DETAIL , NOTES

DOOR SCHEDULE , HARDWARE SCHEDULE DOOR TYPES , INTERIOR FINISH SCHEDULE MATERIAL & COLOR

21 OF 22 NOTES, SCOPE OF WORKS, LEGEND AND EXISTING/ REMOVE ELECTRICAL SITE PLAN

NEW ELECTRICAL SITE PLAN

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

PROJECT NO. J1-00516-9J, CAMP WALKER

SIDEWALK AND BIKE PATH PLAN

SITE LAYOUT PLAN

DATE: 29 MAR 19

AC PAVED

R O

A D

W I

S C

O N

S I

S T

R E

E T

A D

F/T

T R

A S

S H

E D

T-158

GEORGIA STREET

A.C PAVED

RHODE ISLAND STREET

A D

APSAN OVERHEAD BRIDGE

X X

A.C ROAD

CONC PAD

S A

L L

E Y

B A

L L

LIMITED AREA

SHED

APSAN OVER BRIDGE

S H

E D

S H

E D

SHED

A N

C I

R E

E T

A N

C I

R E

E T

A S

R A

N C I S

C O

T R

E E

A S

F R

A N C I S C

S T R E E T

V E

A D

U T

A H

T R

E E

W I S

C O

N S I

T R

E E

U T

A H

T R

E E

U T

A H

T R

E E

ETC

COVERE

CYCL

RACK

BUS ONLY

STOP

S T O P

F A

U S

W E

F F E

E L

P A R

T R

U C

T U

R E

Y C

L E

SHED

F/H

C B

PAD

T E

X A S S

T R

E E

C O

N S

T R

E E T

ANA

STREET

S-398

S-363

S-373

S-372 S-367

S-409

T-392

T-391 T-390

T-235 Golf Course

S-468

T-445

T 9 S-470

S-457 T-465

T-466

S-450T-706

GATE 2

S-324

S-422

S-335

S-320

R H

O D

L A

E E T

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 T-364

S-356

T-355

S-349

S-408 T-421

S -420

S-353 S-399

S-350

S-352

T-342

T-387

S-701

S-348

T-235 Golf Course

C O

E E

T 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

S-

T-235 Golf Course

S-

GEORGIA STREET

S-2

S-142

S-

S-148

S-149 S-163

T-164

S-165

S-166

S-565

U T A H

S T R E E T

R H

O D

L A

N D

S T R E E T

XAS

S-161

T-158

S-617

STREET

WASHINGTON

S-556

S-

S-5

S-57

S-574

S-585

S-557

S-182 S-555

S-556

S 1S-566

S-315

T-569

S-57

S-616

S-57

S-584

T-614

S-226

S-316

S -602

S-601

S-

S-221

T-573

C A L

O R

S T R E E T

S-267

S-228

S-232

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

C A L

O R

S T R E E T

S-379

S-374

S-310

T-340

S-330

S-237

T-341

SUBSTATION

CDC

MIDDLE / HIGH SCHOOL

S-321

S-359

S-363

S-409

STOOP

WALL W/FENCE

ETC

T-462

S-36

S-38 S-8

S-1

S-32

S-21 S-22

T-20

CHI, K.K.

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 LOCATION PLAN

13 SCALE : 1 / 3000

CAMP WALKER

1 22 C-1

LOCATION PLAN

THIS PROJECT

J1-00516-9J

29 MAR 19

YI, T. K.

1SEE SITE PLAN

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

GRAPHIC SCALE

(IN METERS)

0 60 120

SCALE: 1 : 3000 D - 19 - 04

87.314

87.174

87.132

87.115

87.201

87.299

87.393

87.442

87.543

87.464

87.446

87.698

87.923

87.913

87.925

88.001

87.947

87.813

87.782

87.788

87.798

87.939

88.156

88.199

88.073

88.05

87.764

87.597

87.476

86.483

86.156

85.688

85.318

84.675

85.005

85.5

85.657

85.719

85.759

85.84

85.944

86.45

86.842

86.651

86.864

86.906

86.964

86.942

87.103

87.285

85.581

85.489

85.653

85.796

85.283

84.788

83.045

82.976

82.936

82.691

82.601

82.432

80.773

80.438

80.46

79.752

79.594

79.65

79.676

79.744

79.781

81.965

84.857

85.354

79.781

79.638

79.721

81.265

81.258

81.365

81.413

81.4

81.192

81.175

80.719

80.681

80.657

80.636

80.41

80.399

80.39

80.543

80.059

79.729

79.658

79.436

79.73

79.727

79.793

79.857

80.043

87.523

87.986

87.792

88.356

87.5

88.098

TREE

87.902

TREE

87.641

TREE

88.083

TREE

87.63

TREE

82.662

TREE

82.72

TREE

82.831

TREE

79.775

78.196

TREE

78.182

TREE

78.044

TREE

78.229

TREE

80.014

TREE

79.911

TREE

79.767

TREE

81.325

TREE

79.793

TREE

79.59

TREE

79.489

TREE

79.491

TREE

79.353

TREE

79.212

TREE

79.199

TREE

79.262

TREE

78.885

TREE

80.479

TREE

80.31

TREE

80.186

TREE

80.223

TREE

80.248

TREE

87.873

CENTER

87.977

CENTER

87.961

CENTER

84.889

CENTER

83.14

CENTER

81.587

CENTER

79.988

CENTER

79.717

CENTER

79.517

79.561 79.563

79.668

79.895

CENTER

79.789

CENTER

79.863

CENTER

79.872

CENTER

79.706

CENTER

79.7

CENTER

81.388

CENTER

81.326

CENTER

87.815

88.042

SIGN

88.139

SIGN

88.535

GOLF

88.014

GOLF

87.009

GOLF

86.378

GOLF

85.805

GOLF

85.128

GOLF

82.218

GOLF

87.235

FENCE

87.871

FENCE

88.026

FENCE

88.352

FENCE

87.61

FENCE

87.676

FENCE

87.475

FENCE

87.548

FENCE

87.346

FENCE

86.923

FENCE

86.283

FENCE

86.139

FENCE

86.085

FENCE

85.679

FENCE

85.22

FENCE

84.438

FENCE

88.506

DMH

88.508

DMH

88.503

DMH

88.283

EMH

88.282

EMH

88.29

EMH

84.584.52

79.861

EMH

87.813

87.78

87.815

84.889

SMH

84.88

SMH

83.606

SMH

83.613

SMH

83.609

SMH

83.61

SMH

82.708

82.738

82.744

82.717

82.596

SMH

82.589

SMH

82.569

SMH

82.596

SMH

82.216

87.997

87.989

87.562

87.563

87.485

87.508

87.345

87.39

87.431

87.103

87.093

86.039

86.067

86.074

85.032

82.211

83.266

81.578

81.544

81.486

81.496

81.491

81.482

80.897

80.876

80.858

80.877

79.851

79.763

80.465

80.473

80.458

80.525

88.089

TMH

88.096

TMH

85.048

TMH

87.775

INLET

85.458

INLET

85.457

INLET

85.461

INLET

79.499

INLET

79.486

INLET

79.462

INLET

79.542

INLET

79.554

INLET 79.489

INLET

79.516

INLET

79.512

INLET

79.518

INLET

79.516

INLET

79.87

INLET

79.89

INLET

79.919

79.904

INLET

79.908

INLET

79.883

INLET

79.875

INLET

79.897

INLET

79.716

INLET

79.667

INLET

79.644

INLET

79.678

INLET

79.621

INLET

79.633

INLET79.652

INLET

79.633

INLET

79.57

INLET

79.577

INLET

79.57

INLET

79.43

INLET

79.42

INLET

79.429

INLET

87.669

CROSS

87.893

CROSS

87.785

CROSS

87.614

CROSS

80.994

CROSS

81.298

CROSS

81.267

CROSS

81.129

CROSS

81.136

CROSS

81.12

CROSS

88.016

88.027

85.908

87.258

81.099

81.305

81.282

81.21

81.174

87.253

BLDG

88.533

BLDG

88.523

BLDG

88.599

BLDG

86.085

BLDG

86.139

BLDG

86.239

BLDG

86.101

BLDG

86.075

BLDG

86.133

BLDG

81.393

BLDG

81.37

BLDG

81.47

BLDG

87.343

87.402

87.491

87.673

87.642

87.617

87.696

87.699

87.601

87.507

87.647

87.667

SHRUB

87.887

SHRUB

87.869

STOP

79.693

STOP

79.796

STOP

79.53

STOP

80.264

STOP

80.593

STOP

81.088

STOP

80.917

STOP

81.353

STOP

88.082

S-WALK

88.053

S-WALK

88.297

S-WALK

88.403

S-WALK

88.453

S-WALK

88.404

S-WALK

88.682

S-WALK

88.654

S-WALK

88.371

S-WALK

88.324

S-WALK

88.196

S-WALK

88.158

S-WALK

88.165

S-WALK

88.183

S-WALK

88.113

S-WALK

86.128

S-WALK

86.058

S-WALK

85.572

S-WALK

85.77

S-WALK

85.832

S-WALK

85.947

S-WALK

86.003

S-WALK

79.667

S-WALK

79.787

S-WALK

79.949

S-WALK

80.398

S-WALK

80.308

S-WALK

80.421

S-WALK

80.559

S-WALK

80.585

S-WALK

80.68

S-WALK

80.552

S-WALK

80.707

S-WALK

80.79

S-WALK

81.8

S-WALK

82.086

S-WALK

82.242

S-WALK

82.225

S-WALK

82.077

S-WALK

82.334

S-WALK

82.199

S-WALK

82.277

S-WALK

82.414

S-WALK

83.237

S-WALK

83.268

S-WALK

83.61

S-WALK

83.759

S-WALK

83.966

S-WALK

83.766

S-WALK

83.869

S-WALK

83.921

S-WALK

84.091

S-WALK

84.292

S-WALK

84.984

S-WALK

84.974

S-WALK

84.839

S-WALK

85.008

S-WALK

85.098

S-WALK

85.254

S-WALK

85.286

S-WALK85.461

S-WALK

85.355

S-WALK

85.273

S-WALK

85.191

S-WALK

85.122

S-WALK

85.058

S-WALK

85.01

S-WALK

84.072

S-WALK

84.269

S-WALK

84.205

84.04

S-WALK

84.263

S-WALK

84.177

S-WALK

83.283

S-WALK

82.674

S-WALK

82.14

S-WALK

80.428

S-WALK

80.513

S-WALK

80.542

S-WALK

80.499

S-WALK

80.935

S-WALK

81.601

S-WALK

82.224

S-WALK

82.417

S-WALK

82.58

S-WALK

82.79

S-WALK

82.584

S-WALK

82.273

S-WALK

82.342

S-WALK

82.613

S-WALK

82.772

S-WALK

82.292

S-WALK

81.091

S-WALK

81.09

S-WALK

81.033

S-WALK81.033

S-WALK

83.503

S-WALK

83.63

S-WALK

83.949

S-WALK

84.335

S-WALK

84.366

S-WALK

84.312

S-WALK

84.172

S-WALK

84.011

S-WALK

84.146

S-WALK

84.326

S-WALK

82.847

S-WALK

82.824

S-WALK

84.544

S-WALK

84.327

S-WALK

84.46

S-WALK

84.578

S-WALK

84.906

S-WALK

85.113

S-WALK

85.125

S-WALK

85.02

S-WALK

84.824

S-WALK

84.696

S-WALK

84.632

S-WALK

82.897

S-WALK

83.539

S-WALK

82.95

S-WALK

82.844

S-WALK

84.378

S-WALK

84.271

S-WALK

84.311

S-WALK

84.26

S-WALK

83.713

S-WALK

79.645

S-WALK

79.636

S-WALK

79.701

S-WALK

79.831

S-WALK

79.892

S-WALK

81.309

S-WALK

81.49

S-WALK

81.523

S-WALK

81.528

S-WALK

81.511

S-WALK

81.36

S-WALK

79.926

S-WALK

79.884

S-WALK

79.958

S-WALK

80.063

S-WALK

80.073

S-WALK

80.19

S-WALK

80.603

S-WALK

80.866

S-WALK

81.939

S-WALK

81.975

S-WALK

80.938

S-WALK

80.907

S-WALK

81.004

S-WALK

81.116

S-WALK

81.045

S-WALK

81.029

S-WALK

81.048

S-WALK

81.18

S-WALK

81.862

S-WALK

79.594

S-WALK

79.688

S-WALK

79.581

S-WALK

79.638

S-WALK

79.782

S-WALK

79.801

S-WALK

79.787

S-WALK

79.79

S-WALK

79.808

S-WALK

79.782

S-WALK

79.83

S-WALK

79.928

S-WALK

79.802

S-WALK

79.733

S-WALK

79.725

S-WALK

79.721

S-WALK

79.729

S-WALK

79.701

S-WALK

87.072

PARKING

86.999

PARKING

86.874

PARKING

86.757

PARKING

86.645

PARKING

86.549

PARKING

86.449

PARKING

86.35

PARKING

86.256

PARKING

86.155

PARKING

86.04

PARKING

85.912

PARKING

86.903

86.883

86.089

HAND

85.641

HAND

85.755

BOLLARD

85.796

84.389

85.111

85.024

82.773

84.373

84.265

84.356

84.126

83.237

82.69

80.262

80.225

80.337

79.988

79.814

79.89

79.996

79.938

80.164

80.989

81.487

80.875

86.019

SPRINK

85.857

V-BOX

85.857

V-BOX

85.682

V-BOX

85.637

V-BOX

87.557

POL

81.932

80.799

POL

82.519

82.373

83.243

POL

83.897

POL

82.679

POL

84.732

POL

81.232

POL

80.991

POL

80.528

POL

79.676

POL

80.903

POL

80.806

EXE

81.884

83.093

PIT

83.102

PIT

83.146

PIT

83.093

PIT

83.086

PIT

83.178

PIT

83.258

PIT

83.109

PIT

85.066

BASIN

85.034

BASIN

82.412

BASIN

82.395

BASIN

82.421

BASIN

82.434

BASIN

82.446

BASIN

84.216

83.994

83.733

83.563

83.702

83.575

GL 1469

83.554

83.995

83.686

82.221

82.234

81.811

81.909

81.787

81.944

81.967

82.508

83.153

83.566

84.051

81.031

80.894

80.712

80.585

80.614

80.705

80.824

81.347

82.826

83.449

83.423

82.395

79.864

79.777

GMH

79.74

GMH

79.943

ACP

79.932

ACP

80.24

ACP

80.044

ACP

79.942

ACP

80.208

ACP

80.286

ACP

81.021

G-WIRE

83.159

NET

80.48

79.628

CRQSS

79.655

CRQSS

79.644

CRQSS

79.69

CRQSS

80.426

ELEC

WELL

KT-MH

SHURB

GMH

STOP

TREE

85.457

INLET

MHMH

TREE

INLET

TREE

STOP

E P

P O L

E P

S B

E P

S B

E P

P O L

S B

E P

S B

W /V

E P

W E

S B

M H

CENTER

S-WALK

PARKING

BOLLARD

80.48

81.43 ASSUMED

81.243 ASSUMED

84.540 assumed

81.768 ASSUMED

TREE REF

POL REF

T-

R G R E E

REMOVE EXISTING CONCRETE CURB

REMOVE EXISTING ASPHALT CONCRETE PAVEMENT

SCALE: 1 : 500

E P

SEE ELEC. DRAWINGS

REMOVE EXISTING ELEC. POLES

SCOPE OF WORK (REMOVAL)

1. SEE THE SCOPE OF WORK ON DRAWING REF. NO. C-3

REMOVAL NOTES

S H E D

GRAPHIC SCALE

0 10000 20000

REMOVE EXISTING CONCRETE GUTTER

REMOVE EXISTING PAINT STRIPES

SEE REF. ELEC. DRAWINGS

REMOVE EXISTING ELEC. POLES

SEE REF. ARCH DRAWING

REMOVE EXISTING BUILDING T-632,

C-2

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:

CHI, K. K.

REMOVAL PLAN

YI, TONG KI

2 22

J1-00516-9J

3 SCALE : 1 / 500

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

REMOVAL PLAN

SPRINKLER HEAD(RAIN BIRD)

RAIN BIRD VALVE BOX

RAIN BIRD CONTROL BOX

IRRIGATION CONTROL VALVE AND BOXES

SPRINKLER HEAD(RAIN BIRD)

"NEXT TEE" MARK POST

("CAUTION, GOLF CARTS CROSSING")

SIGN BOARD

VALVE BOX

WATER VALVE BOX

SHRUB AND STONE WALL

REMOVE EXISTING TREES, SHRUBS, AND STONE WALL

REMOVE EXISTING SURFACE INLETS AND STORM LINES

SURFACE INLET

PROJECT WORK LIMITS

WATER POINT

YELLOW ARCs

(NO SWIMMING)

SIGN AND POST

("WATCH FOR VEHICLES")

SIGN BOARD AND POST

E P

P O L

AND STEPS

REMOVE EXISITING CONCRETE SIDEWALK

INLET

SURFACE

EXISTING

GUYWIRE

SIGN BOARD

SIGN BOARD(25K)

SEE SITE LAYOUT PLAN

SUCH AS BOLLARD AND CHAINS AS REQUIRED (OSCAR)

REMOVE AND RELOCATE EXILSTING STEEL BOX AND ACP EQUIPMENT

AS REQUIRED IN THE PROJECT LIMIT.

AND ALL OTHER ITEMS SHALL BE REMOVED AND RELOCATED

EXISTING SPRINKLER HEAD, VALVE BOX, CONTROL BOXES, UNDERGROUND UTILITY LINES

SEE ELEC. DRAWINGS

REMOVE EXISTING ELEC. POLES

REMOVE EXISTING CHAIN-LINK FENCE AND COVER(TARP)

29 MAR 19

LEGEND

ITEMS TO REMOVE

SEE THE NOTE ON DRAWING REF. NO. C-3

SHALL BE REPLACED

RETAINING WALL

WATER LINE CLOSSING THE NEW

EXISTING WATER LINE (ASSUMED)

ITEMS, ESPECIALLY RELATED WITH SECURITY AND OSCAR.

7. COTRACTOR SHALL COODINATED WITH COR FOR ALL REMOVAL

6. SEE THE ELEC. DRAWINGS FOR ELEC. REMOVAL WORKS.

OF COR.

CAPPED OR ABANDONED IN ACCORDANCE WITH THE GUIDANCE

THE REMOVAL WORK SHALL BE REMOVED OR CUT AND

5. REMOVAL OF UNDERGROUND UTILITY LINES FOUND DURING

STANDARDS FOR KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING

4. ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE

EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E.EDGE OF PAVEMENT,

3. EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

AS INDICATED AND REQUIRED.

2. THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

1. ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

D - 19 - 04

EL.=85.026

N1092.3970 E1027.4940, TBM #2

EL=88.0

N 1000.000 E 1000.000 , TBM #1

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

W /V

C C

M H

W /V

PROJECT WORK LIMITS

E P

E P E P

REPLACE EXISTING ELEC. MANHOLE

CONSTRUCT CONCRETE CURB AND GUTTER

CONSTRUCT CONCRETE CURB

C-3

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:

CHI, K. K.

SITE LAYOUT PLAN

YI, TONG KI

3 22

J1-00516-9J

SCALE : 1 / 500

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

SITE LAYOUT PLAN

TO SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONTRACTING OFFICER.

THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

GENERAL NOTES:

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

CONSTRUCTION OPERATIONS.

LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

PERIOD IF REQUIRED.

AND DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

ACCOMPLISH THE CIVIL SCOPE OF WORK.

A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO

MANAGEMENT COMMAND, KOREA REGION OFFICE" FORM AS

NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

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

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

OF FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

LOCAL LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH

10. DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S

GOVERNMENT.

AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

BE WITHIN THE CONSTRUCTION AREA AND NO LAY DOWN

ADMINISTRATIVE FIELD OFFICES AND STORAGE AREAS SHALL

SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R.

CONTRACTOR’S TEMPORARY FACILITIES ACCORDING TO O&MA

11. CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE

OPERATIONS.

SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND

ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,

13. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

14. UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

FOR APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH

12. THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

#1 (CONSTRUCTION/ALTERATION)

SCOPE OF WORK

#2 (REPAIR/MAINTENANCE)

#3 (GENERAL REQUIREMENTS)

2. INSTALL CHAIN-LINK FENCE AND TARP COVER.

4. CONSTRUCT CONCRETE CURB AND GUTTER.

8. CONSTRUCT CONCRETE RETAINING WALLS.

9. CONSTRUCT ASPHALT PAVEMENT INCLUDING BASE AND SUB BASE COURSE.

8. REMOVE EXISTING CONCRETE CURB

(H=3000, AVG)

CONSTRUCT CONCRETE RETAINING WALLS

12.INSTALL HANDRAIL.

1. REMOVE EXISTING CONCRETE SIDEWALK AND STEPS.

3. REMOVE EXISTING CONCRETE GUTTER.

4. REMOVE EXISTING TREES AND SHRUBS.

5. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT.

9. REMOVE EXISTING BUILDING T-632.

11.REMOVE EXISTING PAINT STRIPES.

12.REPLACE EXISTING TELEPHONE MANHOLES.

14.REPLACE EXISTING ELEC. MANHOLE.

15.REPLACE EXISTING STORM MANHOLE.

10.PAINT ROADWAY MARKINGS AND STRIPES.

SEE STD SECTION DETAIL

CONSTRUCT CONCRETE SIDEWALK INCLUDING BASE COURSE,

7. CONSTRUCT CONCRETE SIDEWALK INCLUDING BASE COURSE.

10.REMOVE EXISTING CHAIN-LINK FENCE (FE-8) AND TARP.

6. REMOVE EXISTING SURFACE INLETS.

29 MAR 19

INSTALL GUARD RAILS, SEE STD DTL C505 THRU C508

SEE STD DTL DRAWING C604

INSTALL CHAIN-LINK FENCE (FE-8) AND TARP COVER

SEE STD DTL DRAWING C-701

SOLID SODDING W/ TOP SOIL

C-302

SEE STD DTL DRAWINGS,

INSTALL HANDRAILS

SEE STD DTL DRAWING C-803

REPLACE EXISTING GATE VALVE BOXES,

SEE STD DTL DRAWINGS C-702

@750 SPACE)

CHINESE JUNIPER,W=0.8M, H=2.0M

(HYANGNAMU/JUNIPERUS CHINENESIS/

PLANT TREES -EVER GREEN

(NO SWIMMING)

SIGN

(WATCH FOR VEHICLES)

SIGN BOARD

WATER POINT

IRRIGATION LINES, AND ETC

CONTROL PANELS, SPRINKLER HEADS CONTROL LINES,

17.RELOCATE EXISTING HANDHOLES, VALVE & VALVE BOX,

1. SEE GENERAL NOTES AND THE NOTES ON THIS DRAWING.

REPLACE EXISTING ELEC MANHOLE

7. REMOVE EXISTING ELEC. POLES (SEE ELEC. DRAWINGS).

13.INSTALL SURFACE INLETS.

18.RELOCATE EXISTING SIGN BOARDS.

WITH EYE BOLTS.

19.RELOCATE GUY WIRE ON THE TOP OF RETAINING WALL

20.REROUTE UNDER GROUND UTILITY LINES.

PAINT CROSSWALK, SEE DETAILS

5. CONSTRUCT ASPHALT CONCRETE BIKE WAY INCLUDING BASE AND SUB-BASE.

1. INSTALL STORM DRAIN LINES.

INSTALL SURFACE INLETS AND STORM DRAIN LINES (D=300)

EL=88.0

N 1000.000 E 1000.000 , TBM #1

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

S T A

EL=79.863

N1217.3681 E1147.1361, S T. 2

STA 272.4167

STA 305.4387

EL=86.400 (ASSUMED)

N1054.2496 E1014.6575, EL.=87.450

N1021.6966 E1009.1113, S T A .0

WALL "B"

WALL "C"

EL=79.789

N1230.3330 E1146.5097, E

N 1250

N 1200

N 1150

N 1100

N 1050

N 1000

16.REPLACE SOLID SODDING W/ TOP SOIL.

2. RELOCATE EXISTING STEEL BOX AND ACP EQUIPMENT.

INSTALLED BETWEEN SIDEWALK AND BIKE PATH. DUMMY CURB SHALL BE PAINTED YELLOW,

13. PROVIDE TRANSITION CURB IN CONJUNCTION WITH THE CROSSWALK. DUMMY CURB SHALL BE

SUPPORT DURING CONSTRUCTION OR SHOULD BE RELOCATED AS REQUIRED.

12.EXISTING ELETRICAL POLES SHOULD BE MAINTAINED BY THE REQUIRED BRACING AND

11.TREES WILL NOT BE REMOVED WITHOUT THE PRIOR APPROVAL OF CONTRACTING OFFICER.

ACCORDING TO COORDINATION WITH CONTRACTING OFFICER.

UNLESS OTHERWISE INDICATED SHALL BE RESTORED OR RELOCATED BY THE CONTRACTOR

ALL SUCH FACILITIES AND UTILITIES WHICH WILL BE INTERFERED WITH PLANED LAYOUT,

10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND SIZE.

TRAFFIC CONTROL PHASING PLAN FOR DRIVING THROUGH VISITOR.

9. THE CONTRACTOR SHALL BE COORDINATED WITH CONTRACTING OFFICER ABOUT

GOLF CART TRAFFIC CONTROL PLAN.

8. THE CONTRACTOR SHALL BE COORDINATE WITH CONTRACTING OFFICER FOR CONSIDERING

DURING CONSTRUCTION. AND THE CONTRACTOR SHALL PROTECT THEM FROM DAMAGE IN EVERY WAY.

7.EXISTING MANHOLE, CONTAINER BOX, WATER VALVE AND ETC WILL REMAIN IN PLACE

UTILITY AROUND MANHOLES.

6.THE CONTRACTOR SHALL ADJUST MANHOLE COVER LEVEL TO AVOID PONDING OF

AND SODDING.

5. ALL UNPAVED AREAS WITHIN THE GRADING LIMITS SHALL BE COVERED WITH TOPSOIL

ON THE PLANS.

4. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED

ALL UNFORESEEN UNDERGROUND UTILITY LINES SHALL BE REROUTED AS REQUIRED.

BY HAND EXCAVATION TO ENSURE THAT IT DOES NOT CONFLICT WITH UTILITIES.

3. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING UTILITY LINES

2. SAFETY FENCE SHALL BE INSTALLED IN BETWEEN THE GOLF RANGE AND THE CONSTRUCTION AREA.

AND DECONFLICT ANY ISSUES WITH OPERATION OF CP OSCAR.

THE AREA. COORDINATE WITH CP OSCAR NCOIC TO SYNCHRONIZE

CONSTRUCTION, SCHOOL BUSES, AND COMMERCIAL VEHICLES( TRASH) MOVING THROUGH

1. ROADS SHOULD REMAIN 24’ WIDE IN ALL AREAS DUE TO

NOTES:

AND SOLID SODDING WITHIN THE WORK BOUNDARY.

15. CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL

INCLUDING BASE AND SUB-BASE

PAVEMENT

CONSTRUCT ASPHALT CONCRETE

SEE SECTION DETAILS

(BIKE PATH AND CART TRACK)

BASE AND SUB BASE COURSE

CONSTRUCT ASPHALT PAVEMENT INCLUDING

3. INSTALL GUARD RAILS.

13.REPLACE EXISTING GATE VALVE BOXES.

21.REPLACE EXISTING SIDEWALK.

REPLACE EXISTING SIDEWALK

CONSTRUCT SPEED HUMP

REPLACE EXISTING STORM MANHOLE

REPLACE EXISTING TELEPHONE MANHOLES

RELOCATE EXISTING SIGN BOARDS

SEE DETAILS

CONSTRUCT GOLF CART CROSSINGS AND SPEED HUMPS

THE UTILITY LINES ARE NOT SHOWN

TELEPHONE, CONTROL LINES AS REQUIRED

SUCH AS WATER, IRRIGATION, ELE.POWER,

REROUTE UNDER GROUND UTILITY LINES

PAINT ROADWAY MARKINGS AND STRIPES

H /D

RELOCATE EXISTING SIGN BOARDS

O X

V/ B

H /H

H D

IRRIGATION LINES

SPRINKLER HEADS CONTROL LINES AND

VALVE & VALVE BOX, CONTROL PANELS,

RELOCATE EXISTING HANDHOLES,

H D

SPRINKLER HEAD

VALVE BOX

HAND HOLE(J/B)

INSTALL SURFACE INLETS

WALL "A"

RETAINING WALL WITH EYE BOLTS

ON THE TOP OF

RELOCATE GUY WIRE

INLETS

INSTALL SURFACE

INLETS

INSTALL SURFACE

INLETS

INSTALL SURFACE

RELOCATE EXISTING STEEL BOX AND ACP EQUIPMENT.

EL=84.889 (ASSUMED)

N1089.3787 E1031.6852,

6. CONSTRUCT GOLF CART CROSSINGS AND SPEED HUMPS.

JUNIPERUS CHINENESIS/CHINESE JUNIPER, W=0.8M, H=2.0M).

11.PLANT TREES -EVER GREEN (HYANGNAMU/

PROJECT WORK LIMITS

E1027.4940, TBM #2

EL=88.0

N 1000.000 E 1000.000 , TBM #1

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

S T A .0

S T A

N1042.4928 E1083.6631, CTR

S T. 2

STA 272.4167

STA 305.4387

EL=86.400 (ASSUMED)

N1054.2496 E1014.6575, R=9.2076MN1223.5354

E1140.2991, CTR

N 1250

N 1200

N 1150

N 1100

N 1050

N 1000

EL.=87.450 (ASSUMED)

N1021.6966 E1009.1113, EL=84.889 (ASSUMED)

N1089.3787 E1031.6852, EL=79.863 (ASSUMED)

N1217.3681 E1147.1361, EL=79.789 (ASSUMED)

N1230.3330 E1146.5097, EL=81.21(ASSUMED)

N1261.4164 E1112.4886, C-4

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:

CHI, K. K.

ROAD ALIGNMENT PLAN

YI, TONG KI

29 MAR 19

D - 19 - 04

4 22

J1-00516-9J

3 SCALE : 1 / 500

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

ROAD ALIGNMENT PLAN

3.45 MR

EL.=85.026

N1092.3970 E1027.4940, TBM #2

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

S T A .0

S T A

EL=81.21

N1261.4164 E1112.4886, S T. 2

STA 272.4167

STA 305.4387

EL.=87.450

N1021.6966 E1009.1113, N1223.1544 E1139.7637, CTR

(W=1500/800/900, 2% TYPICALLY SLOPE TO ROAD EDGE)

SIDE WALK AND BIKE PATH

TRANSITION AREA

N 1000

N 1250

N 1200

N 1150

N 1100

N 1050

N1257.2766 E1110.9412, N1227.4016 E1143.6398, N1220.0092 E1143.9969, N1199.5061 E1125.5024, N1190.7784 E1117.6296, N1089.8576 E1026.6773, N1073.0851 E1016.1730, N1021.4142 E1004.9041, N1054.9382 E1010.6157, 74100 R

C-5

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:

CHI, K. K.

SIDEWALK AND BIKE PATH PLAN

YI, TONG KI

29 MAR 19

D - 19 - 04

5 22

J1-00516-9J

3 SCALE : 1 / 500

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

SIDEWALK ANE BIKEPATH PLAN

E1027.4940, TBM #2

EL=88.0

N 1000.000 E 1000.000 , TBM #1

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

S T A

STA 250.752

S T A

84.889 N1089.3787 E1031.6852, S T. 2

STA 272.4167

STA 305.4387

EL=86.400 (ASSUMED)

N1054.2496 E1014.6575, EL.=87.450

N1021.6966 E1009.1113, N1223.5354 E1140.2991, CTR

S T A .0

WALL BOT EL.=84.410

WALL TOP EL.=86.250

WALL "A"

WALL "B"

WALL "C"

STA 255.1023

STA 255.5116

S T A

TOP EL.=84.700

WALL END

N1116.5244 E1042.5507, TOP EL=83.00

WALL END

E1189.8348 N1107.7043, E

N 1250

N 1200

N 1150

N 1100

N 1050

WALL TOP EL.=81.80

E1253.3053 N1109.2094, N 1000

TOP EL=81.800

WALL END

N1208.6330 E1125.7119, TOP EL=83.00

WALL CORNER

N1185.4028 E1107.9325, N1078.2525 E1014.6810, N1074.3592 E1010.3960, N1073.8996 E1012.5917, C-6

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:

CHI, K. K.

LOCATION OF RETAINING WALL

YI, TONG KI

29 MAR 19

D - 19 - 04

6 22

J1-00516-9J

3 SCALE : 1 / 500

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

LOCATION OF RETAINING WALL

L E

V A T

T E

R S

E L E

V A T

T E

R S

C H

CH 5

.7145

CH 7

.214

CJ CJ CJ CJ CJ CJ CJ CJ CJ EJ

EJEJEJ

GRAPHIC SCALE

H= 1 : 200

V= 1 : 40

4000 8000

800 1600

P L A N (WALL "A")

P L A N (WALL "C")

C J

E J

P O

(B O

T T

O M

W A L L

O P

E L

O F F S E T

EJ EJ EJ EJ EJEJCJ CJ CJ CJ CJ CJ CJ CJ CJ

(7 .8

A T

C H

A N

A G

ELEVATION (WALL "A")

(S T

A T

C H

A N

A G

(B O

T T

O M

W A L L

O P

E L

O F F S E T

C H

(8 .4

EJEJCJP

ELEVATION (WALL "C")

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:

CHI, K. K.

WALL "A" & "C"

RETAINING WALL PLAN AND ELEVATION

YI, TONG KI

7 22

J1-00516-9J

SCALE : H=1 / 200, V=1/40

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

RETAINING WALL PLAN AND ELEVATION

N O T E S

DESIGN CRITERIA

GRADE 40, fy = 300Mpa

REINFORCING STEEL SHALL CONFORM TO ASTM A-615,

2. REINFORCING STEEL :

SHALL BE 21Mpa

COMPRESSIVE STRENGTH OF CONCRETE fc’ @ 28 DAYS

1. CONCRETE :

CJ : CONTRACTION JOINTS

POB : POINT OF BEGINNING

ABBREVIATIONS

EJ : EXPANSION JOINT

STA : STATION

CH : CHAINAGE

19 mm.

2. RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF

TO FOOTING PLACEMENT.

SOIL. OVER-EXCAVATION SHALL BE FILLED WITH 14 Mpa CONCRETE PRIOR

1. RETAINING WALL FOOTINGS SHALL BE CAST AGAINST UNDISTURBED

VARIES

P O

(7 .6

(7 .7

C-7

29 MAR 19

D13@125

D13@250

500 300

SECTION (WALL "C")

NOT TO SCALE

BE LOCATED BELOW THE UTILITY LINES.

THE EXISTING UNDERGROUND UTILTY LINES. THE WALL FOUNDATION SHALL

THE SITE CONDITION WHEN THE RETAINING WALL CONFLICTS WITH

5. WALL BOTTOM ELEVATION SHALL BE MODIFIED IN ACCORDANCE WITH

4. ALL EXPOSED WALL SURFACE SHALL BE PATTERN FINISED.

LINES AND REROUTE AND RELOCATE AS REQUIRED.

THE LOCATIONS OF EXISTING UNDERGROUND UTILITY

SHOW THE UTILITY LINES AND CONTRACTOR SHOULD VERIFY

3. THE PROFILES ARE PROVIDED FOR CONCEPT ONLY AND DO NOT

C H

EL.=81.80

WALL TOP

C H

46.

CH 47.1508

CH 53.1508

CH 63.3021

C H

CH 61.3964

CH 59.1508

CH 56.1508

CH 50.1508

C H

.6 3C

(S T

A .0

C H

CJ CJ CJCJCJ

8200 7700

VAR.VAR.

EL. 86.25

WALL TOP

EL. 86.25

WALL TOP

EL.=81.80

WALL TOP

C H

REMARKS REMARKS

POE : POINT OF END

TOP EL. 86.25

EL 84.410

BOT.

0.000

C H

(S T

C H

E L E

V A T

T E

R S

P O

C H

(B O

T T

O M

W A L L

O P

E L

(S T

C H

O F F S E T

CJ : CONTRACTION JOINTS

POB : POINT OF BEGINNING

ABBREVIATIONS

EJ : EXPANSION JOINT

STA : STATION

CH : CHAINAGE

E J

C J

POE : POINT OF END

(B O

T T

O M

W A L L

O P

E L E

P L A N (WALL "C")

ELEVATION (WALL "C")

GRAPHIC SCALE

H= 1 : 200

V= 1 : 40

4000 8000

800 1600

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:

CHI, K. K.

WALL "B"

RETAINING WALL PLAN AND ELEVATION

YI, TONG KI

8 22

J1-00516-9J

SCALE : H=1 / 200, V=1/40

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

RETAINING WALL PLAN AND ELEVATION

N O T E S

DESIGN CRITERIA

GRADE 40, fy = 300Mpa

REINFORCING STEEL SHALL CONFORM TO ASTM A-615,

2. REINFORCING STEEL :

SHALL BE 21Mpa

COMPRESSIVE STRENGTH OF CONCRETE fc’ @ 28 DAYS

1. CONCRETE :

19 mm.

2. RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF

TO FOOTING PLACEMENT.

SOIL. OVER-EXCAVATION SHALL BE FILLED WITH 14 Mpa CONCRETE PRIOR

1. RETAINING WALL FOOTINGS SHALL BE CAST AGAINST UNDISTURBED

P O

(C H

A G

S T

A T

.1 (8

C-8

29 MAR 19

BE LOCATED BELOW THE UTILITY LINES.

THE EXISTING UNDERGROUND UTILTY LINES. THE WALL FOUNDATION SHALL

THE SITE CONDITION WHEN THE RETAINING WALL CONFLICTS WITH

5. WALL BOTTOM ELEVATION SHALL BE MODIFIED IN ACCORDANCE WITH

4. ALL EXPOSED WALL SURFACE SHALL BE PATTERN FINISED.

LINES AND REROUTE AND RELOCATE AS REQUIRED.

THE LOCATIONS OF EXISTING UNDERGROUND UTILITY

SHOW THE UTILITY LINES AND CONTRACTOR SHOULD VERIFY

3. THE PROFILES ARE PROVIDED FOR CONCEPT ONLY AND DO NOT

7,700 (STRAIGHT)

(C U

R B

V A

G L E

V A

S (S

T A .1 .3

C H

TOP EL=83.00

WALL END

E1189.8348 N1107.7043, TOP EL.=84.700

WALL END

N1116.5244 E1042.5507, S T

S T

A .4

S T

(C H .4 .4

C H

E E D

R A

G R

E F . N

O . C -10

M A T C

LIN

S E E D

R A

G R

E F . N

O . C -10

M A T C

LIN

S E E D

R A

G R

E F . N

O . C -10

M A T C

LIN

S E E D

R A

G R

E F . N

O . C -10

M A T C

LIN

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

W /V

E P

EL=79.782

N 1231.1493 E 1154.7685, TBM #3

S T A

EL=79.863

N1217.3681 E1147.1361, S T A .0

H D

E 1200

E 1250

C C

GUARD RAILS

C-9

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:

CHI, K. K.

ENLARGED PLAN ( 1 OF 3)

YI, TONG KI

29 MAR 19

D - 19 - 04

9 22

J1-00516-9J

3 SCALE : 1 / 200

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

ENLARGED PLAN ( 1 OF 3 )

File details come from the government source that posted it.