Pages_1_from_H01_HS-00554-5J_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

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 - 19 - 17

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

HS-00554-5J

UNIT #15746, APO AP 96218-5746

C - 3

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

C - 2

YI, TONG KI

CAMP CARROLL

AS SHOWN

C - 45

DATE: 29 JUL 19

C - 56

C - 7

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

1 1 OF 1R - 1

PROJECT NO. HS-00554-5J, CAMP CARROLL

9 C - 8 8 OF 81

10 C - 9 9 OF 81

C - 6

AE - 10

AE - 11

AE - 12

AE - 13

AE - 14

AE - 15

AE - 16

M - 16

43 M - 17

M - 18

M - 19

M - 20

M - 21

M - 22

M - 24

M - 23

M - 2551

M - 2652

M - 28

55 M - 29

M - 27

E - 1

ELECTRICAL

E - 2

E - 3

E - 4

E - 5

E - 6

E - 7

E - 8

E - 9

E - 10

E - 11

E - 12

E - 13

E - 14

E - 15

E - 16

E - 17

E - 18

E - 19

E - 20

E - 21

E - 22

E - 23

E - 24

E - 25

E - 26

E - 27

DETAIL DRAWINGS - 2

LEGEND, NOTES AND SCOPE OF WORK

T I T L E S H E E T

TITLE SHEET

C - 1 1 OF 812

AE - 1 10 OF 81

ARCHITECTURAL

CIVIL

AE - 2

AE - 3

AE - 4

AE - 5

AE - 6

AE - 7

AE - 8

AE - 9

M - 1

MECHANICAL

27 LEGEND AND ABBREVIATIONS

M - 2

M - 3

M - 4

M - 5

M - 6

M - 7

M - 8

M - 9

M - 10

M - 11

M - 12

M - 1541

M - 1440

M - 1339

LOCATION PLAN

REMOVAL PLAN

SITE LAYOUT PLAN

TYPICAL SECTION

SIDEWALK, CURB AND ASPHALT CONCRETEPAVEMENT DETAILS

PAVEMENT MARKING DETAILS

HANDICAPPED PARKING AND CAR WHEEL STOPS DETAILS

WATER DISTRIBUTION GATE VALVE, AND POST INDICATOR VALVE

WATER SUPPLY DISTRIBUTION-THRUST BLOCK

EXISTING / REMOVAL FLOOR PLAN, #601, REMOVAL WORK, GENERAL NOTES

SCOPE OF WORK

1F FLOOR PLAN, 2F FLOOR PLAN

3F FLOOR PLAN, ROOF FLOOR PLAN

METAL STUD, RUNNER AND INSULATION PLAN

ENLARGED PARTIAL FLOOR PLAN, NOTES , MIRROR DETAILS, SHOWER CURB DETAILS

(TYP), PAPER TOWEL DESPENSER & WASTE RECEPTACLE DETAILS, ROBE HOOK DETAILS (TYP)

TOILET PARTITION PLAN & ELEVATION (TYP), TOILET PARTITION DETAILS (TYP), LAVATORY COUNTER DETAIL

ROOF SLAB(TYP), NOTES , CANOPY DETAIL(TYP)

ENLAGED ENTERANCE CANOPY (STRUCTURAL), SECTION DETAILS (STRUCTURAL), PURLIN CONNECTION ON CONC

ELEVATIONS, SECTIONS, EAVE DETAIL, RAKE DETAIL, RIDGE DETAIL, DROP CEILING DETAIL (TYP)

ROOF PURLIN LAYOUT, SECTION, NOTES

PURLIN DETAIL-1, 2, DOWNSPOUT DETAIL (TYP), FALL PROTECTION SYSTEM, ROOF DETAIL

DETAIL, SLAB DETAIL, STAIR NON-SLIP DETAIL, STAIR HANDRAIL & GUARDRAIL DETAIL

CMU WALL OPENING DETAIL, CMU BLOCK-UP DETAIL, CLJ DETAIL, CEILING ACCESS DOOR DETAIL, CONC STOOP

SIGNAGE SCHEDULE, BUILDING IDENTIFICATION

DOOR SCHEDULE, DOOR TYPES, HARDWARE SCHEDULE, GLASS SCHEDULE, DOOR STOP DETAIL, ASTRAGAL

WINDOW SCHEDULE, WINDOW TYPES, NOTES, STEEL SECURITY GIRLLE DOOR DETAILS

INTERIOR / EXTERIOR FINISH SCHEDULE, ABBREVIATION, MATERIAL & COLOR SCHEDULE, NOTES

EQUIPMENT SCHEDULE

EQUIPMENT SCHEDULE AND GENERAL NOTES

GENERAL NOTES AND SCOPE OF WORK

NEW HVAC DUCT PLAN (1ST FL.)

NEW HVAC DUCT PLAN (2ND & 3RD FL.)

NEW HVAC PIPING PLAN (1ST FL.)

NEW HVAC PIPING PLAN (2ND & 3RD FL.)

HPU FLOW DIAGRAM - 1

HPU FLOW DIAGRAM - 2

HPU & ERV CONTROL SCHEMATIC DIAGRAM - 1

HPU & ERV CONTROL SCHEMATIC DIAGRAM - 2

NEW SEWER AND VENT PIPING PLAN (1ST FL.)

NEW SEWER AND VENT PIPING PLAN (2ND & 3RD FL.)

NEW SEWER AND VENT PIPING ENLARGED PLANS & ISOMETRIC DIAGRAM

NEW DOMESTIC WATER PIPING PLAN (1ST FL.)

NEW DOMESTIC WATER PIPING PLAN (2ND & 3RD FL.)

DOMESTIC WATER PIPING ENLARGED PLANS & ISOMETRIC DIAGRAM

NEW MECH. ROOM PIPING PARTIAL PLAN AND ISOMETRIC DIAGRAM

EXISTING AND NEW GAS PIPING PLAN & ISOMETRIC DIAGRAM

NEW FIRE PROTECTION PIPING PLAN (1ST FL.)

NEW FIRE PROTECTION PIPING PLAN (2ND & 3RD FL.)

VALVE ROOM FIRE PROTECTION PIPING PARTIAL PLAN, ISOMETRIC DIAGRAM

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 3

DETAIL DRAWINGS - 4

DETAIL DRAWINGS - 5

DETAIL DRAWINGS - 6

LIGHTING PLAN - 1ST AND 2ND FLOOR

LIGHTING PLAN - 3RD FLOOR AND LIGHTING DETAIL

LIGHTING FIXTURE SCHEDULE AND EXTERIOR LTG. CONTROL DIAGRAM

POWER PLAN1 - 1ST FLOOR AND 2ND FLOOR

POWER PLAN1 - 3RD FLOOR AND MECHNICAL ROOM ENLARGED PLAN

HVAC POWER PLAN - 1ST FLOOR

HVAC POWER PLAN - 2ND FLOOR AND 3RD FLOOR

HVAC CONTROL PLAN - 1ST FLOOR

HVAC CONTROL PLAN1 - 2ND FLOOR, 3RD FLOOR

HVAC CONTROL PLAN2 - 1ST FLOOR

HVAC CONTROL PLAN2 - 2ND FLOOR, 3RD FLOOR

COMMUNICATION PLAN - 1ST FLOOR

COMMUNICATION PLAN - 2ND FLOOR, 3RD FLOOR

COMMUNICATION SYSTEM DIAGRAM - 1ST FLOOR AND 2ND FLOOR

COMMUNICATION SYSTEM DIAGRAM - 3RD FLOOR AND OUTLET DETAIL

FIRE ALARM PLAN - 1ST FLOOR

FIRE ALARM PLAN - 2ND FLOOR AND 3RD FLOOR

FIRE ALARM SINGLE LINE DIAGRAM AND NOTES

CCTV, IDS PLAN - 1ST FLOOR AND 2ND FLOOR

CCTV, SIRP NET PLAN - 3RD FLOOR

ELECTRICAL SITE PLAN AND ELECTRICAL POWER SINGLE LINE DIAGRAM

PANEL SCHEDULE "L1A" AND "L1B"

PANEL SCHEDULE "L2A" AND "L2B"

PANEL SCHEDULE "L3A" AND "L3B"

PANEL SCHEDULE "LT1", "LT2", "LT3" AND "MH"

PANEL SCHEDULE "MD" AND "MDP"

S-940 Tennis Court

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

S-980

STORY FIELD

LUTHER H.

T-646

S-671

S-672

S-673

S-674

S -644

T-780

T-508

S-86

S -7

S -7

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

T-691

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

CEMETERY

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

T-522

Footbridge

S-990 Footbridge

T-849 Footbridge

T-986 Footbridge

GATE 2

GATE 1

GATE 4

GATE 3

Gate Access

Railroad

Gate Access Farmer

Gate Access Farmer

S-118 Electronic Sign

S-952 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-741 Land Farm

T re a tm e n t

B e d

T re a tm e n t

B e d

Pond Holding

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

T-729 Storage Yard

Container

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

S-860 Road Bridge

S-900 Road Bridge

S-500 Road Bridge

S-861 Road Bridge

A R

K A

N S

A S

N E

B R

A S

K A A

V E

N U

E

N E

W Y

O R

K A

V E

N U

E

A R

K A

N S

A S A

V E

N U

E

O H

IO

A

V E

N U

E

G E

O R

G

IA

A

V E

N U

E

T E

X A

S A

V E

N U

E

M O

N T A N

A A

V E N

U E

AVENUE

ILLINOIS AVENUE

A R

IZ

O N

A A

V E

N U

E

TENNESSEE AVENUE

N E

B R

A S

K A A

V E

N U

E

A M

E R

IC

A N A

V E N

U E

A R

K A

N S

A S A

V E

N U

E

PENN AVENUE

M

IS

S

IS

S

IP

P I

A V

E N

U E

A V

E N

U E

OHIO AVENUE

A M

E R

IC

A N A

V E N

U E

KENTUCKY AVENUE

G E

O R

G

IA

A

V E

N U

E

FLORIDA AVENUE

MISSISSIPPI

NEVADA

N E

W

N E

B R

A S

K A A

V E

N U

E

A M

E R

IC

A N A

V E N

U E

NEW YORK AVENUE

GEORGIA AVENUE

N E

B R

A S

K A A

V E

N U

E

OREGON

A V E N

U E

A V E N

U E

A V E N

U E

Y O

R K

PENN AVENUE

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-269

Bus Stop 10

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

S-639

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

DUMP POINT

INDUSTRIAL WASTE

RECYCLING CENTER AND 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

T -9

S -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

S -8

S -9

T -5

T -9

S-9

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

S -6

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 -6

S -7

S-349

S-301

S -611

T -3

S -6

S -7

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-655

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

S-679

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

S-647

T-261

S-164

S-626

S-58

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-654

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-771

S-95

T-409

S-948

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

TRAINING

CONFINED SPACE

BURN BUILDING AND

T-724

RESCUE

FIRE FIGHTING

S-845 Washrack

S-693 Washrack

S-404 Washrack

S-976 Washrack

S-939 Washrack

S-987 Washrack

S-316 Washrack

S-927 Washrack

T-6

S-703

PLANT

TREATMENT

SEWAGE

S-820

S-87

S-150

S-144

PLANT

TREATMENT

WATER

WETLAND

CAMP CARROLL

S-978 Substation Electrical

S-870

CLINIC

HEALTH/DENTAL

S

DFAC

TEMF

KU, HUN MO

CHI, K. K.

D - 19 - 07HS-00554-5J

29 JUL 19

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 LOCATION PLAN

1 SCALE : 1 / 5000

LOCATION PLAN

C-1

N

THIS PROJECT

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :5000

0 50 100 200

S T O

R A G E

O R

G A N

IZ

A T

IO

N A L

SEE SITE LAYOUT PLAN

CAMP CARROLL

2 3

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

1 81

KU, HUN MO

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

LEGEND:

ITEM TO REMOVE

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

REMOVAL NOTES

CAMP CARROLL

REMOVAL PLAN

HS-00554-5J D - 19 - 17

2 81 C-2

ASBESTOS REMOVAL, CLEAN UP, AND DISPOSAL WORK

5.

4.

3.

2.

1.

SCALE : 1 / 200

REMOVAL PLAN

29 JUL 19

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

1.

2.

3.

4.

5.

6.

ABANDONED IN ACCORDANCE WITH THE GUIDANCE OF COR.

REMOVAL WORK SHALL BE REMOVED OR CUT AND CAPPED OR

REMOVAL OF UNDERGROUND UTILITY LINES FOUND DURING THE

FOR KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

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

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

N

REMOVE EXISTING WATER LINE

REMOVE EXISTING GAS LINE

REMOVE EXISTING WHEEL STOPS

59.

AC

59.

AC58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

59.

AC

59.

AC

59.

AC

58.

AC

58.

AC

58.

AC

58.

AC

57.

AC

56.

AC

56.

AC 56.

AC

57.

AC

56.

AC

56.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC58.

AC

58.

AC56.

AC

58.

AC

58.

AC

58.

AC

56.

AC

56.

AC

56.

AC

58.

AC

56.

AC 56.

AC

AC

AC

56.

AC

56.

56.

AC

56.

AC

56.

AC

57.

EMH

59.

FHT

59.

WV

58.

WV

58.

WV

58.

WV

59.

CMH

58.

SMH

58.

SMH

58.

SMH

58.

SMH

58.

SMH

58.

SMH

58.

SMH

59.

SWALK

58.

SWALK

58.

SWALK

57.

SWALK 57.

SWALK

57.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

SWALK 58.

SWALK

56.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK 58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

SWALK58.

SWALK

58.

58.

SWALK58.

SWALK

57.

SWALK

57.

SWALK

57.

SWALK

57.

57.

SWALK

57.

SWALK

58.

SWALK58.

SWALK58.

SWALK

58.

SWALK SWALK

58.

SWALK

58.

SWALK58.

SWALK58.

SWALK58.

SWALK58.

SWALK58.

SWALK56.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

PAD

59.

PAD

58.

PAD

58.

PAD

58.

PAD 58.

PAD

58.

PAD

58.

PAD

57.

PAD

57.

PAD

58.

FLAG

58.

DIT

CH

58.

DIT

CH58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH 58.

DIT

CH

58.

DIT

CH58.

DIT

CH 58.

DIT

CH

57.

DIT

CH

57.

DIT

CH

57.

DIT

CH

57.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

56.

DIT

CH

57.

DIT

CH

56.

DIT

CH

55.

DIT

CH

57.

DIT

CH

57.

DIT

CH

57.

DIT

CH55.

DIT

CH

55.

DIT

CH

57.

DIT

CH

57.

DIT

CH57.

DIT

CH

57.

DIT

CH

56.

DIT

CH 57.

DIT

CH

57.

DIT

CH

56.

DIT

CH

57.

DIT

CH

57.

DIT

CH

58.

O-

DIT

CH

58.

O-

DIT

CH

58.

O-

DIT

CH

58.

HWALL

57.

HWALL

56.

HWALL

58.

HWALL

58.

HWALL58.

HWALL

57.

HWALL

57.

HWALL

56.

HWALL

56.

HWALL

56.

HWALL

57.

HWALL

57.

HWALL

58.

DRAIN

58.

DRAIN

58.

DRAIN

56.

DRAIN

56.

DRAIN

56.

DRAIN

56.

DRAIN

57.

BOTTOM

57.

BOTTOM

58.

BOTTOM

57.

BOTTOM

57.

BOTTOM

56.

BOTTOM

57.

PLANTER

58.

PLANTER

58.

PLANTER

58.

PLANTER

57.

PLANTER

58.

PLANTER

57.

PLANTER

59.

EP

59.

EP

57.

GWIR

E

58.

CONTAIN

NER

58.

CONTAIN

NER 58.

CONTAIN

NER

58.

CONTAIN

NER

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP

56.

56.

56.

BLDG

58.

BLDG

58.

BLDG 58.

BLDG

58.

BLDG

58.

BLDG

58.

BLDG

56.

BLDG

56.

BLDG

58.

BLDG

58.

BLDG

58.

BLDG

58.

ACON

59.

ACON

58.

ACON

59.

ACON

59.

ACON

59.

ACON

59.

ACON

59.

ACON

59.

ACON

59.

PARKIN

G59.

PARKIN

G

59.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G58.

PARKIN

G

58.

PARKIN

G58.

PARKIN

G

58.

PARKIN

G58.

PARKIN

G58.

PARKIN

G58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G 58.

PARKIN

G

58.

PARKIN

G

58.

PARKIN

G

57.

TMH

58.

TMH

58.

TMH

58.

TMH

58.

CANOPY 58.

CANOPY

59.

TREE

59.

TREE58.

TREE

59.

TREE

60.

TREE

57.

TREE

58.

TREE58.

TREE

58.

TREE

58.

TREE

58.

TREE

58.

TREE

58.

TREE

56.

TREE

56.

TREE

56.

TREE

56.

TREE

56.

TREE

55.

TREE

56.

TREE

59.

SB

59.

SB

58.

HANDR

56.

HANDR

58.

HANDR

58.

CROSS

58.

CROSS58.

CROSS

58.

CROSS

57.

GAS

57.

GAS

57.

GAS

56.

GAS

56.

MH

56.

MH

58.

MH

56.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

VALVE

58.

POST

58.

POST

58.

BARREL

58.

BARREL57.

BARREL

57.

BARREL

57.

HRAIL

57.

HRAIL

58.

TREN

56.

TREN 56.

TREN

56.

TREN

TREN

55.

TREN

55.

TREN56.

TREN

58.

TREN

58.

TREN

56.

TREN

57.

TREN

57.

TREN56.

TREN

56.

TREN

57.

TREN

57.

TREN 57.

TREN

56.

TREN

56.

TREN

57.

TR

57.

TR

55.

TR

55.

TR

56.

TR

56.

TR

56.

TR

57.

HANR

57.

HANR

55.

56.

CHIL

L

57.

CHIL

L57.

CHIL

L

58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB58.

SHRUB58.

SHRUB

57.

SHRUB

57.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB

58.

SHRUB58.

SHRUB

58.

SHRUB

58.

SHRUB58.

SHRUB

57.

ST-

MH

57.

ST-

MH

57.

ST-

MH

57.

ST-

MH

56.

FENCE

56.

FENCE56.

FENCE

56.

PIP

E

57.

PIP

E

58.

STEP

56.

STEP

56.

STEP

56.

CONTANNER

T

S

C

S

T

DIT

CH

S

FHT

E/P

G

G

E/P

W/V

W/V

W/V

P A

R K

IN

G

N O

BLDG.# S-230

S

S

CONTAINER

W

W

ELEC.

S

S S-239

BLDG.#

PAVEMENT, GRAVAL AND TIMBERS

REMOVE EXISTING ASPHALT CONCRETE

ASSUMED PIPE INSULATION

PIPES, VALES AND ASBESTOS CONTAINING

REMOVE EXISTING DOMESTIC & HVAC WATER

REMOVAL

COR REQUIRED BEFORE TREE/ SHRUB

BUILDING SHRUBS, CONFIRMATION WITH

REMOVE EXISTING TREES, AND AROUND

REMOVE EXISTING CONCRETE STEP

REMOVE EXISTING TREES

REMOVE EXISTING CONCRETE PAD

FOR A.C. UNIT

REMOVE EXISTING CONCRETE PADS

PROJECT WORK LIMITS

TRENCH COVER

REMOVE EXISTING TRENCH, WALL TOP AND

TO BE REPLACED

EXISTING CONCRETE SEWER MANHOLE

EXISTING SEWER LINE TO BE REPLACED

TO BE REPLACED

EXISTING CONCRETE SIDEWALK

TO BE REPLACED

EXISTING CONCRETE CURB

W

TO BE REPLACED

EXISTING STEEL HANDRAILS

TO BE REPLACED

EXISTING STEEL HANDRAILS

SHRUB BRANCHES

CUT AND TRIM TREES &

COVERED CONCRETE DITCH

REMOVE EXISTING STEEL GRATING

CONTAINER

C O

N T

A

IN

E R

REMOVE EXISTING TIMBERS FOR PLANTER

PLANTER

57.

TREE

PROVIDE EARTH FILL IN THE TRENCH

TO BE REPLACED

EXISTING CONCRETE OPEN DITCH

FENCE AND SINGLE SWING GATE

REMOVE EXISTING CHAIN-LINK

CONTAINER

REMOVE AND REINSTALL EXISTING

"https://zotapro.com/asbestos-training/" "http://www.baos.com/training_category.php?aCategoryID=1","https://www.envtlmgmt.org/courses-and-registration/asbestos-training" "https://www.epa.gov/asbestos/state-asbestos-contacts","https://www.zackacademy.com/class/asbestos-certification/asbestos-inspector" SEE OMA SPEC. SECTION 02 82 14.00 10. AND THE BELOW URLs (INTERNET ADDRESSES).

WHO COMPLETED AN EPA-APPROVED TRAINING COURSE WITH EPA-APPROVED MAP PROGRAM.

ASBESTOS REMOVAL WORK SHALL BE SUPERVISED BY THE TRAINED AND ACCREDITED ASBESTOS PROFESSIONAL

THEIR ASBESTOS RELATED DUTIES.

CONTRACTOR SHALL QUALIFY AND BE MAINTAINED US EPA AHERA ACCREDITATION COMMENSURATE WITH

WAS REMOVED.

CONTRACTOR SHALL SUBMIT A REPORT SHOWING THE NATURE, LOCATION, AND QUANTITY OF THE ACM THAT OF ACM, AND THE PROCEDURES OF WORKER PROTECTION, ACM REMOVAL AND DISPOSAL,AND AIR MONITORING.

DETAILED DESCRIPTION OF WORK THAT WILL BE PERFORMED INCLUDING LOCATIONS, TYPES, AND QUANTITIES BY INDIVIDUALS WHO HAVE CURRENT ACCREDITATIONS. THE SITE SPECIFIC WORK PLAN SHALL PROVIDE WORK PLAN THAT WILL BE REVIEWED BEFORE ANY WORK MAY BEGIN. THE WORK PLAN SHALL BE PREPARED

DISPOSED IAW APPLICABLE ROK REGULATIONS.

REMOVAL AND PROTECTION OF WORKERS AND ENVIRONMENT. THE DISPOSAL OF ACM SHALL BE PROPERLY CONTRACTOR SHALL COMPLY WITH ENVIRONMENTAL GOVERNING STANDARDS (EGS) REGARDING HANDLING, -ROK OCCUPATIONAL SAFETY AND HEALTH LAWS, AND ENVIRONMENTAL LAW.

-U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA).

-UNITED STATE FORCES KOREA(USFK) ENVIRONMENTAL GOVERNING STANDARD (EGS, USFK REGULATION 201-1).

REGULATORY REQUIREMENT

(2-1 ADA, HQ)

KU, HUN MO

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

N

C-3

LEGEND:

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000SCALE : 1 / 200

#1 (CONSTRUCTION/ALTERATION)

SCOPE OF WORK

HS-00554-5J

29 JUL 19

SITE LAYOUT PLAN

CAMP CARROLL

D - 19 - 17

3 81

ARE NOT SHOWN

CONTROL LINES AS REQUIRED. THE UTILITY LINES

WATER, IRRIGATION, ELEC, POWER, TELEPHONE,

REROUTE UNDER GROUND UTILITY LINES SUCH AS

59.

AC

59.

AC58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

58.

AC

59.

AC

59.

AC

59.

AC

58.

AC

58.

AC

57.

AC

56.

AC

56.

AC 56.

AC

56.

AC

57.

AC

57.

AC

56.

AC

56.

AC

58.

AC

56.

AC

56.

AC

56.

AC

58.

AC

56.

AC

AC

56.

AC

56.

AC

56.

AC

57.

EMH

59.

FHT

59.

WV

58.

WV

58.

WV

59.

CMH

58.

SMH58.

SMH

58.

SMH

58.

SMH

58.

SMH

58.

SWALK

57.

SWALK 57.

SWALK

57.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

SWALK 56.

SWALK

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

58.

SWALK58.

SWALK

57.

SWALK

57.

SWALK

57.

SWALK

57.

SWALK

57.

SWALK

58.

SWALK58.

SWALK

58.

SWALK SWALK

58.

SWALK

58.

SWALK58.

SWALK58.

SWALK58.

SWALK58.

SWALK58.

SWALK56.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

SWALK

58.

PAD

59.

PAD58.

PAD

58.

PAD

57.

PAD

57.

PAD

58.

FLAG

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH 58.

DIT

CH

57.

DIT

CH

57.

DIT

CH

57.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

58.

DIT

CH

56.

DIT

CH

57.

DIT

CH

55.

DIT

CH

57.

DIT

CH

57.

DIT

CH

55.

DIT

CH

55.

DIT

CH

57.

DIT

CH

57.

DIT

CH

56.

DIT

CH

56.

DIT

CH

57.

DIT

CH

58.

O-

DIT

CH

58.

O-

DIT

CH

58.

HWALL

57.

HWALL

56.

HWALL

58.

HWALL58.

HWALL

57.

HWALL

56.

HWALL

56.

HWALL

57.

HWALL

58.

DRAIN

58.

DRAIN

58.

DRAIN

56.

DRAIN

56.

DRAIN

56.

DRAIN

56.

DRAIN

57.

BOTTOM

57.

BOTTOM

58.

BOTTOM

57.

BOTTOM

56.

BOTTOM

57.

PLANTER

58.

PLANTER

58.

PLANTER

58.

PLANTER

59.

EP

59.

EP

57.

GWIR

E

58.

CONTAIN

NER

58.

CONTAIN

NER 58.

CONTAIN

NER

58.

CONTAIN

NER

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP

58.

STOOP 58.

STOOP

58.

STOOP

58.

STOOP

56.

56.

BLDG

58.

BLDG

58.

BLDG 58.

BLDG

58.

BLDG

58.

BLDG

58.

BLDG

56.

BLDG

56.

BLDG

58.

BLDG

58.

BLDG

58.

BLDG

58.

ACON

58.

PARKIN

G

58.

TMH

58.

TMH

58.

TMH

60.

TREE

57.

TREE

56.

TREE

56.

TREE

56.

TREE

56.

TREE

55.

TREE

56.

TREE

59.

SB

58.

HANDR

58.

HANDR

58.

CROSS58.

CROSS

58.

CROSS

57.

GAS

57.

GAS

57.

GAS

56.

GAS

56.

MH

56.

MH

58.

MH

56.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

57.

W-

DIT

CH

58.

POST

58.

BARREL

58.

BARREL57.

BARREL

57.

BARREL

57.

TREN

57.

TREN56.

TREN

56.

TREN

56.

TREN

57.

TR

57.

TR

55.

TR

55.

TR

56.

TR

56.

TR

57.

HANR

55.

57.

ST-

MH

57.

ST-

MH

56.

PIP

E

57.

PIP

E

58.

STEP

56.

STEP

56.

STEP

56.

CONTANNER

T

S

C

T

DIT

CH

S

FHT

E/P

G (P

E

D

A S S

U M

E D

(P E

D

A S S

U M

E D

G

E/P

W/V

W/V

W/V

BLDG.# S-230

S

S

CONTAINER

W/V

(D

A S S

U M

E D

(D=150, ASSUMED)

W

W

E

E

ELEC.

S

G

S T

O P

(D

A S S

U M

E D

W

W

(PVC, D=150)

S

S S-239

BLDG.#

SEE DETAIL

INSTALL POST INDICATOR VALVE AND GUARD POSTS

SAME AS EXIST.

REPLACE EXISTING CONCRETE OPEN DITCH

SEE DETAILS

THRUST BLOCKS

BOX, OTHER FITTINGS AND ACCESSORIES,

TAPPING SLEEVE, VALVE, GATE VALVE, VALVE

INSTALL WATER LINES (D=65, PVC) INCLUDING

SEE DETAIL

BASE COURSE

CONSTRUCT CONCRETE SIDEWALK INCLUDING

SEE DETAILS

BLOCKS AND ANCHOR BLOCKS

OTHER FITTINGS AND ACCESSORIES, THRUST

TAPPING SLEEVE, TAPPING VALVE, VALVE BOX,

INSTALL WATER LINES (D=150, PVC) INCLUDING

SEE PAVEMENT DETAIL

INCLUDING BASE COURSE AND SUBBASE COURSE

CONSTRUCT ASPHALT CONCRETE PAVEMENT

SEE DETAIL

REPLACE EXISTING CONCRETE CURB

(PVC, VG1, D=150)

REPLACE EXISTING SEWER LINE,

SEE DETAIL

INSTALL WHEEL STOPS

SEE DETAILS

AND ARROWS

MARKINGS, CENTER LINE, STOP LINE

PAINT PARKING STRIPS, CROSSWALK,

PROJECT WORK LIMITS

SOLID SODDING

SOD WITH TOP SOIL AND

SITE LAYOUT PLAN

INSTALL POST INDICATOR VALVE AND GUARD POSTS.

INSTALL STEEL HANDRAILS.

INSTALL WHEEL STOPS.

COURSE AND SUBBASE COURSE.

CONSTRUCT ASPHALT CONCRETE PAVEMENT INCLUDING BASE

INCLUDING BASE COURSE.

CONSTRUCT CONCRETE SIDEWALK, STEP AND CONCRETE PAVEMENT

MILL AND OVERLAY (50MM THICK) ASPHALT CONCRETE PAVEMENT.

LINE AND ARROWS.

PAINT PARKING STRIPS, CROSSWALK, MARKINGS, CENTER LINE, STOP

9.

8.

7.

6.

5.

4.

3.

2.

1.

#2 (REPAIR/MAINTENANCE)

REMOVE EXISTING TRENCH, WALL TOP AND TRENCH COVER.

ASBESTOS CONTAINING ASSUMED PIPE INSULATION.

REMOVE EXISTING DOMESTIC & HVAC WATER PIPES, VALES AND

TIMBERS.

REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, GRAVAL AND

REMOVE EXISTING CONCRETE PADS.

REMOVE EXISTING CONCRETE STEP.

REMOVE EXISTING CHAIN-LINK FENCE AND SINGLE SWING GATE.

REMOVE EXISTING WHEEL STOPS.

REMOVE EXISTING TREES AND AROUND BUILDING SHRUBS.

REPLACE EXISTING CONCRETE SIDEWALK INCLUDING BASE COURSE.

REPLACE EXISTING CONCRETE SEWER MANHOLE.

REMOVE EXISTING STEEL GRATING COVERED CONCRETE DITCH.

SOD WITH TOP SOIL AND SOLID SODDING.

9.

8.

7.

6.

5.

4.

3.

2.

1.

10.

11.

12.

15.

16.

17.

18.

REMOVE EXISTING WATER LINE.

REMOVE EXISTING GAS LINE.

REPLACE EXISTING CONCRETE CURB.

REPLACE EXISTING SEWER LINE, (PVC, VG1, D=150).

REPLACE EXISTING CONCRETE OPEN DITCH.

PROVIDE EARTH FILL.

REROUTE UNDER GROUND UTILITY LINES.

#3 (GENERAL REQUIREMENTS)

SEE GENERAL NOTES ON DRAWING REF. NO. C-2.

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.

DRAWING REF. NO. C-2.

SEE ASBESTOS REMOVAL, CLEAN UP, AND DISPOSAL WORK ON

1.

2.

3.

PIV

PIV

POST INDICATOR VALVE

TO BE REPLACED OR CONSTRUCTED

CONC. SIDEWALK AND BASE COURSE

CONCRETE PAVEMENT

MILL AND OVERLAY ASPHALT

,6

,3

,6

2,750

4SEE DETAIL

INSTALL ’STOP’ SIGN AND POST

1SEE TYPICAL SECTIONS

PAVEMENT AND HANDRAILS

CONSTRUCT CONCRETE STEP AND CONCRETE

SEE STANDARD DETAIL DRAWINGS, C-901, C-904

(1,200 X 1,200, MATCH TO AC TOP ELEVATION)

REPLACE EXISTING CONCRETE SEWER MANHOLE

SEE DETAILS

INCLUDING BASE COURSE

REPLACE EXISTING CONCRETE SIDEWALK

AND ACCESSORIES, THRUST BLOCKS AND ANCHOR BLOCKS.

SLEEVES, TAPPING VALVE, GATE VALVE, VALVE BOXES, OTHER FITTINGS

INSTALL WATER LINES (D=150, D=65, PVC) INCLUDING TAPPING53

13.

REPLACE EXISTING STEEL HANDRAILS.

20.

1,800

1, 1,200

1,800

1, 14.

21.

19.CUT AND TRIM TREES & SHRUB BRANCHES.

SEE MECH. DRAWINGS

NATURAL GAS LINE TO BE CONNECTED TO BLDG.#230

SEE STANDARD DETAIL DRAWING, C-307

REPLACE EXISTING STEEL HANDRAILS

SEE STANDARD DETAIL DRAWING, C-307

REPLACE EXISTING STEEL HANDRAILS

SEE STANDARD DETAIL DRAWING, C-307

INSTALL STEEL HANDRAILS

SEE DETAIL

AND GUTTER

CONSTRUCT CONCRETE CURB

SEE STANDARD DETAIL DRAWING, C-1008

INLET, (600 X 600)

CONSTRUCT CONCRETE SURFACE

SEE DETAIL

ASPHALT CONCRETE PAVEMENT

MILL AND OVERLAY (50MM THICK)

CONSTRUCT CONCRETE CURB AND GUTTER.

INSTALL STORM DRAIN LINE, (D=300, PVC).

CONSTRUCT CONCRETE SURFACE INLET.

10.

11.

12.

13.

C O

N T

A

IN

E R

CONTAINER

REMOVE AND REINSTALL EXISTING CONTAINER.

22.

INSTALL SIGNS AND POSTS. (STOP, HANDICAP)

1,200

SEE DETAIL

INSTALL ’HANDICAP’ SIGN AND POST

(PVC, VG1, D=300)

INSTALL STORM DRAIN LINE

SEE ARCH. DRAWINGS

MATCH TO STOOP TOP

1, 1,800

NOTE:

MARKERS

INSTALL NATURAL GAS LINE

INCLUDING NECESSARY ACCESSORIES

INSTALL GAS LINE (PE, D=63)

INSTALL NATURAL GAS LINE MARKERS.

14.

AND SUBMIT THE TEST REPORT TO COR.

1. CONTRACTOR SHALL PERFORM NATURAL GAS LEAKING TEST

SEE PAVEMENT DETAIL

INCLUDING BASE COURSE AND SUBBASE COURSE

CONSTRUCT ASPHALT CONCRETE PAVEMENT

(PE, D=63)

INSTALL GAS LINE (D=63, PE) INCLUDING NECESSARY ACCESSORIES.

(P V C

D

W

(2-1 ADA, HQ)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OFAS SHOWN

FES

KU, HUN MO

CHI, K. K.

CAMP CARROLL

HS-00554-5J

29 JUL 19

C-4

D - 19 - 17

AC ELEVATIONS

MATCH TO EXISTING

MATERIAL PROPERTIES:

ABBREVIATION:

B

TREAD DETAIL

A

TTYPICAL SECTION

300 1,125 2,000 2,000

350250100

WELD ALL CONNECTION

(D=40)

STEEL HANDRAIL

SEE DETAIL ’B’

SEE DETAIL ’A’

D13@250 O.C

D13@150 O.C

CONCRETE PAVEMENT (T=150)

BASE COURSE (T=100)

(12.5MM)

EXPANSION JOINT

350 350 350 350 4,250

SEE DETAIL ’C’

SEE DETAIL ’C’

B

TYPICAL SECTION

NOT TO SCALE3 4

1 TYPICAL SECTION

HANDRAIL POST

MORTAR

FORMED HOLE

HANDRAIL POST

MORTAR

FORMED HOLE

HANDRAIL POST DETAIL -1 HANDRAIL POST DETAIL -2

SURFACE

W/ABRASIVE

SAFETY NOSING

ANCHOR

R

IS

E R

TREAD

O.C: ON CENTER

@MAX 1.5 METER INTERVAL.

3. SEE THE NOTE OF CONCRETE SIDEWALK. PROVIDE CONSTRACTION JOINT

2. REINFORCING STEEL YIELD STRENGTHS, fy=300 Mpa.

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f’c=24 Mpa.

#8- 150 X 150

WWF(WIRE WELDED FABRIC)

(2-1 ADA, HQ)

4 81

NOT TO SCALE

COAT

BITUMINOUS TACK

SAW CUT & APPLY

EXST. AC PAVEMENT NEW AC PAVEMENT OVERLAY

(MILLED EXISITNG ASPHALT CONCRETE SURFACE)

TACK COAT

AC PAVEMENT MILLING OVERLAY

HOT-MIXED ASPHALT CONCRETE #78)

ASPHALT WEARING COURSE OVERLAY (T=50,

EXST. AC SURFACE COURSE (T=75, ASSUMED)

EXISTING BASE COUSRE

EXISTING SUBBASE COURSE

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OFAS SHOWN

FES

KU, HUN MO

CHI, K. K.

NOT TO SCALE

CONCRETE SIDEWALK

JOINT FILLER JOINT SEALER

3R

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

9.5

EXPANSION JOINT

3R

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

CONTRACTION JOINT

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 21 MPA

SEE PLAN

WIDTH (VARIES)

SECTION

NOT TO SCALE

CONCRETE CURB

SLOPE

JOINT SEALER

15R

25 150

NFSM

"C

"C"

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

EXPANSION JOINT

12.5mm PREMOLDED

BRICK PAVED OR GRADE

CONCRETE SIDEWALK

CAST-IN-PLACE

CONCRETE CURB

SECTION

FLEXIBLE PAVEMENT

PROVIDE EXPANSION JOINTS AT MAX. 15M INTERVALS.

NOTES:

NOT TO SCALE3

CONCRETE RAMP (TYP)

CONCRETE CURB

EXPANSION JOINT

12.5mm PREMOLDED

CONCRETE RAMP(T=100)

WWF (150 x 150 x 4 DIA)

EXPANSION JOINT

12.5mm PREMOLDED

CONC. SIDEWALK

2%

2-D13 BARS

COMPACTED SUBGRADE

BASE COURSE (T=100)

2-D13 BARS

fy = 440 Mpa fy = 392 Mpa (GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

CONFORM TO ACI STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

EXST. AC SURFACE

EXST. SUBBASE COURSE

NEW AC PAVED

SECTION

COAT

BITUMINOUS TACK

SAW CUT & APPLY

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

PRIME COAT

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

3 5

CAMP CARROLL

PAVEMENT DETAILS

SIDEWALK, CURB AND ASPHALT CONCRETE

HS-00554-5J

29 JUL 19

C-5

D - 19 - 17

(T=75)

ASPHALT CONCRETE PAVEMENT

NOT TO SCALE

CONCRETE CURB & GUTTER

NFSM

R 6.3%

SUBGRADE

SLOPE

CONCRETE SIDEWALK

25150 600

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT’S SECTION MINUS 300mm

1. PROVIDE EXPANSION JOINTS AT MAXIMUM 15m. INTERVALS (MATCH SIDEWALK)

NOTE:

SEE PLAN

PAVING SECTION

FLEXIBLE

CONCRETE CURB & GUTTER

BITUMINOUS JOINT FILLER

12.5mm THICKNESS EXPANSION

(2-1 ADA, HQ)

5 81

NOT TO SCALE

MARKING DETAILS

3,000 (TYP.)

STOP LINE (WHITE)

CENTER SOLID LINE (YELLOW)

CROSSWALK (WHITE)

1,800 (TYP.)

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

KU, HUN MO

CHI, K. K.

PAVEMENT MARKING DETAILS

(12")

,8

(9 .5 ft

1, (4 .5 ft

1, (5 .0 ft

(4 .0 ft

1, (3 .0 ft

,4

(8 .0 ft

(12")

1, (5 .0 ft

(3 .0 ft

R 1,0

R

2,438 (8.0 ft)

(1

2,896 (9.5 ft)

(1

TURN LANE- USE ARROW

THROUGH LANE- USE ARROW

NOT TO SCALE

CROSSWALK AND STOP LINE

1,800 MIN.

AS REQUIRED

1,200 MIN.600 600 1,800 MIN.

600 TYP.

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

SIGN BOARD

SUPPLEMENTAL

(D50MM)

POST,UNPAINTED

GALVANIZED STEEL

250 MIN.

(CAST-IN-PLACE)

CONCRETE FOOTING1,

,1

W/ WHITE LETTERS

RED BACKGROUND

WHITE BORDER

STOP

NOT TO SCALE

SIGN AND POST DETAILS4

NOT TO SCALE

DIRECTIONAL ARROWS

3 6

3 6

3 6

HS-00554-5J

CAMP CARROLL

29 JUL 19

C-6

D - 19 - 17

(2-1 ADA, HQ)

6 81