Drawing.pdf

PDF 17 MB Posted Jul 9, 2024

Attached to: Repair Failing Heating System and Drain Lines of Bldg. #323, Camp Carroll
Solicitation number: W90VN924R0147
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Jul 9, 2024

The provided document appears to be a Request for Proposal (RFP) for the repair of a failing heating system and drain lines in Building #323 at Camp Carroll. The solicitation number is W90VN9-24-R-0147, and the closing date and time for responses is July 23, 2024, at 12:59 PM (Korea Local Date & Time). The contracting agency is the Department of the Army Materiel Command Army Contracting Command. The RFP outlines the requirements for the repair work, including the need to provide a comprehensive plan for restoring the heating system and drain lines to full functionality. Pricing terms, set-asides, and other relevant details are not provided in the summary.

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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

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 - 24 - 31

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

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

USING AGENCY

DATE:27 JUN 24

H11-10004-2J

C - 3

C - 4

C - 5

LOCATION PLAN

CAMP CARROLL

CIVIL

C - 1

C - 2

AD10215

AE202

AE203

AE204

AE101

AE201

24 AE402

AE403

AE301

AE302

M - 3

M - 4

M - 5

M - 1

M - 2

C - 6

C - 7

C - 8

31 M - 6

M - 732

M - 8

E - 1

E - 2

E - 3

M - 14

AE401

M - 13

EXISTING GRADING AND REMOVAL PLAN

SITE LAYOUT PLAN

GRADING & STORM DRAINAGE PLAN

TYPICAL SECTIONS

STEEL GRATING COVERED CONCRETE DITCH DETAIL

PARTITION WALL DETAILS - 1

37 36 OF 41

AD101

AND DRAIN LINES OF B 323

REPAIR FAILING HEATING SYSTEM

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

PROJECT NO. H11-10004-2J, CAMP CARROLL

ARCHITECTURAL

MECHANICAL

ELECTRICAL

C - 9

C - 10

A001

A002

M - 9

M - 10

M - 11

M - 12

MISC. DETAILS

CONCRETE MANHOLE DETAILS

SCOPE OF WORK

COUNTER TOP & CABINET DETAILS

LEGEND AND ABBREVIATIONS

GENERAL NOTES AND SCOPE OF WORK

EQUIPMENT SCHEDULE

NEW HVAC PLAN

NEW HVAC FLOW & CONTROL DIAGRAM

NEW DOMESTIC WATER PIPING PLAN

NEW SEWER PIPING PLAN

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 2

DETAIL DRAWINGS - 3

DETAIL DRAWINGS - 4

LEGEND, NOTES AND SCOPE OF WORK

WATER DISTRIBUTION, GATE VALVE& VALVE BOX, TAPPING SLEEVE, AND CONCRETE ENCASEMENT

WATER SUPPLY DISTRIBUTION, THRUST BLOCK DETAIL

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

EXST / REMOVAL FLOOR PLAN - 1 (S-323), EXST / REMOVAL FLOOR PLAN - 2 (S-323)

ADJACENT BUILDINGS

EXST / REMOVAL FLOOR PLAN - 3 (S-310), EXST / REMOVAL FLOOR PLAN - 4 (S-369), LOCATION OF EXISTING

NEW FLOOR PLAN, NEW CEILING PLAN

PARTITION WALL PLAN, CMU WALL OPENING DETAIL, CMU BLOCK-UP DETAIL

PARTITION WALL DETAILS - 2, WOOD BENCH DETAILS (TYP), FLOOR DRAIN DETAIL, GLASS MIRROR DETAILS

PARTIAL FLOOR PLANS, INTERIOR ELEVATIONS

DESPENSER & WASTE RECEPTACLE DETAILS

WINDOW SCHEDULE / WINDOW TYPE, WINDOW LOCATION PLAN / CLJ DETAIL, SLAB DETAIL / PAPER TOWEL

NOTES

INTERIOR FINISH SCHEDULE, METERIAL COLOR SCHEDULE, EXTERIOR FINISH SCHEDULE, ABBREVIATION, GENERAL

HANGER DETAILS, CEILING ACCESS, CEILING ACCESS (ATC)

SEMI-EXPOSED GRID ACOUSTICAL TILE CEILING DETAILS (TYP), GYPSUM BOARD CEILING DETAILS, TYPICAL

TOILET PARTITION PLAN & ELEVATION (TYP), URINAL SCREEN DETAILS, ROBE HOOK DETAILS (TYP)

EXISTING / REMOVAL HVAC & PLUMBING PLAN

NEW DOMESTIC WATER, SEWER, VENT PIPING AND MECH. ROOM PARTIAL PLAN

NEW DOMESTIC WATER, SEWER & VENT PIPING ISOMETRIC DIAGRAM

LIGHTING PLAN, POWER PLAN, ENLARGED POWER PLAN AND LIGHTING FIXTURE DETAIL

POWER SINGLE LINE DIAGRAM AND PANEL DIAGRAM "PA" & "PC"

T-9

S-9

S-7

S-894

S-308

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

THIS PROJECT

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :5000

0 50 100 200

D - 24 - 31H11-10004-2J

27 JUN 24

CHI, K. K.

KU, HUN MO

C-1

3 1

LOCATION PLAN

CAMP CARROLL

SEE SITE PLAN

4 3

23 2

S-294 Court Tennis

S-296 Court Tennis

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-691

S-102

T-521

T-558

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

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-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

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-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-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

T -5

S -9

S -3

T -3

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

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-349

S-301

S -611

T -3

S -6

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-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

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-95

T-409

S-916

S-947

S-957

S-956

S-719

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-870

CLINIC

HEALTH/DENTAL

DFAC

TEMF

S T O

R A G E

O R

G A N

A T

N A L

UNION

S-719

Gate Access Farmer

T-3

S-165

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

1 41

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

R E V I S I O N S

DESCRIPTIONZONESYMBOL DATE BY CHK. APVD.

O & M

FES

FORCE PROTECTION

HOUSING DIV.

SAFETY REP

SIGNAL REP

USING AGENCY

DESIGN & TECH. REVIEW Br.

APPROVED BY

SUBMITTED BY

CHECKED BY

PROJECT NO.

SCALE :

DRAWING NO.

SHEET OF

REF NO.

CHIEF,

DATE:

AS SHOWN

HGFEDCBA

GRAPHIC SCALE

SCALE: 1 :150

3000 6000SCALE : 1 / 1502

LEGEND:

CONTOUR LINES

ITEMS TO BE REMOVED/ REPLACED

14.

13.

12.

15.

16.

GENERAL NOTES:

ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION 201-1,

DURING THE PROJECT MUST BE STORED IN ACCORADANCE WITH THE

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE PROJECT.

OF THE JOB BY THE COR AND SHOULD BE APPROVED BY THE

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEM

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

10.

11.

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD OFFICES AND

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE LOCATION

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING, OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

TECHNICAL SPECIFICATIONS FOR O & MA PROJECT, KOREA, REVISION1, 30

OF THE ARMY INSTALLATION MANAGEMENT COMMAND" AND "STANDARD

DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER 2015, DEPARTMENT

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DEPTH UNLESS OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST

ADDITIONAL COST.

FALSEWORK SUCH AS FORMWORKS AND SHORING WITHOUT ANY

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING

LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

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

TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

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

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

SODDING WITHIN THE WORK BOUNDARY.

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

17.

REMOVAL NOTES:

SEE FEWR NO. H11-10002-1J

NOT IN CONTRACT (UNDER CONSTRUCTION)

REMOVE EXISTING WHOLE BUILDING COMPONENTS

BLDG

BLDG BLDG

BLDG

BLDG BLDG

BLDGBLDG

BLDG

PAD

PADPAD

PAD

PADPAD

PAD

STOOP

STOOP STOOP

STOOP

STOOP STOOP

STOOP

DOOR

CLF

CLF.G

DITCH

DITCH.L

LINE

GL GL

WDWD

STEP

SWSW

HRAILHRAIL

HRAIL

HRAILHRAIL

DIT

EARTHDIT

HEADWALL

STEEL

BLDBLD

BLD

VALVE

INLET

CNTR

CURB

50.240

49.760

50.204

51.939

51.698 51.891

52.025

51.540

51.712

52.036

51.934

51.771 51.931

52.02151.812

51.610

51.797 50.159

50.164

49.848

49.845

49.786

49.991

50.080

50.077

50.103

50.106

50.419

51.852

51.88851.858

51.144

51.632

51.184

51.173

51.161

52.031

52.014

52.113 52.10052.120

51.830

50.254

51.941

51.995 52.015

51.801 51.818

51.842 51.862

51.912 52.074

52.037

52.039

50.320

50.173

50.964

51.453

51.604

50.092

51.319

50.129

50.149

49.804

49.605

49.599

49.636

49.789

49.951

50.017

50.005

50.087

50.506

50.774

50.895

51.712

49.829

51.173

52.161

51.784

51.492

51.227

50.033

50.106

50.114 50.130

50.124

50.085

50.346

50.520

51.246

49.576

49.245

49.484

49.299

49.347

52.009

52.017

52.026

49.886

49.889

49.550

49.510

49.554

51.346

51.313

51.550 50.042

51.599

51.197

50.274

50.261

50.260

50.230

49.887

51.091

50.327

49.917

49.908

49.911

49.628

50.091

51.791

50.918

50.263

50.119

50.450

50.471

49.885

49.863

49.690

49.596

50.086

50.029

50.097

51.278

49.603

49.742

49.851

50.135

50.108

50.018

49.651

49.788

49.745

49.812

49.452

49.906

49.515

49.830

49.695

49.630

49.968

51.616

51.407

50.399

50.173

50.169

50.430

50.947

50.353

51.732

50.946

50.338

51.458

51.655

51.612

51.609

51.767

50.633

51.119

49.959

50.155

50.477

51.538

51.191

51.367

51.284

51.802

51.818

51.859

51.828

51.692

51.358

51.295

51.534

51.602 51.534

51.295

50.909

51.049

51.201

51.778

51.519

51.185 50.829

50.554

50.387

50.178

50.768

50.943 51.167

51.982

52.022

52.064

52.201

52.074

52.044

51.731

51.782 51.786

51.732

51.793

51.840

51.900 51.961

52.006

49.928

49.923

49.977 49.961

49.996

51.671

51.93051.917

51.923

51.497

50.899

50.081

51.861

51.683

50.150

50.054

52.64451.944

51.605

51.685 51.925

51.842

52.55052.217

52.108

52.04151.938

50.229

50.245

49.896

49.837

49.494

49.915

52.160

51.942

49.987

51.466

51.345

51.412

52.645

52.785

51.91151.920

51.984

52.011

52.091

51.976

52.118

52.072 52.241

51.903

50.246

50.254

50.212

SIGN

SMH

TREE

SMH

SIGN

TMH

EMH

SMH

CNTR

~A.C.~

DITCH.L

49.937

49.910DITCH.L

49.863

DITCH.L

49.895 50.217

51.607

DRAIN

51.496

50.000

MP1

DITCH.L

48.974

50.010

GAS

49.808

(D=50, ASSUMED) W/V

W/V

W/VW/V

FHT

(D=200, ASSUMED)

W x

S x

(D=200, ASSUMED)

S x

A S S

U M

E D

A S S

U M

E D

S x

(D=200 , A

UMED)

FHT

W/V

BLDG. #S-310

BLDG. #S-323

W x

A S S

U M

E D

S/B

E/P

S/P

G x

A S S

U M

E D

S/P

E/P

S S

N K

E L

S H

E L T E

W x

A S S

U M

E D

(D=50, ASSUMED)

GAS

G x

BIBB

(D=63, A

SSUMED)

W x

INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT LIMITS

INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS

CHAIN-LINK FENCE, ETC.

THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION FOR

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

THE USFK REGULATION 201-1, TABLE 2-7 (DUST REDUCTION REQUIREMENTS).

THE CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITIONS.

RESULT OF THE CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A

1.0

REMOVE EXISTING UNDERGROUND FUEL OIL LINE

SEE MECH. DRAWINGS

INCLUDING FUEL PIPING SYSTEM

REMOVE EXISTING FUEL OIL TANK

REMOVE EXISTING CONCRETE PAD

S-369

REMOVE EXISTING CONCRETE BLOCKS

EXISTING SEWER MANHOLE TO BE REPLACED

SEE FEWR NO. H11-10002-1J

NOT IN CONTRACT (UNDER CONSTRUCTION)

REMOVE EXISTING CONCRETE PAD AND BLOCKS

REMOVE EXISTING PVC PIPES

TO BE REPLACED

EXISTING ASPHALT CONCRETE PAVEMENT

TO BE REPLACED

EXISTING OPEN STONE DITCH

TO BE REPLACED

EXISTING CONCRETE STEP

TO BE REPLACED

EXISTING CONCRETE SEWER MANHOLE

REMOVE EXISTING STORM DRAIN LINE

DIVISION.

DURING EXCAVATIONS OF FUEL LINE TO THE COR AND ENVIRONMENTAL

THE CONTRACTOR SHALL REPORT ANY CONTAMINATED SOIL DISCOVERED

REMOVE EXISTING CONCRETE PAD

CAMP CARROLL

CIVIL

C-2

H11-10004-2J

27 JUN 24

CHI, K. K.

KU, HUN MO

ELEC

REMOVE EXISTING WATER LINES

~A.C.~

S T x

TO BE REPLACED

EXISTING CONCRETE OPEN DITCH

REPLACEMENT OF ELEC. LINES

SEE THE ELEC. DRAWING(S) FOR REMOVAL/

TO BE REPLACED

EXISTING CONCRETE SLAB

PROJECT WORK LIMITS

REMOVE EXISTING TREE STUMP

EXISTING GRADE AND REMOVAL PLAN

TO BE REPAINTED

ROAD MARKING AND STRIPES

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

(CUT AND PLUG)

REMOVE EXISTING WATER LINES,

REMOVE EXISTING CONCRETE PADS

TO BE REPLACED

EXISTING SEWER LINE

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

D - 24 - 31

2 41

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

R E V I S I O N S

DESCRIPTIONZONESYMBOL DATE BY CHK. APVD.

O & M

FES

FORCE PROTECTION

HOUSING DIV.

SAFETY REP

SIGNAL REP

USING AGENCY

DESIGN & TECH. REVIEW Br.

APPROVED BY

SUBMITTED BY

CHECKED BY

PROJECT NO.

SCALE :

DRAWING NO.

SHEET OF

REF NO.

CHIEF,

DATE:

AS SHOWN

HGFEDCBA

GRAPHIC SCALE

SCALE: 1 :150

3000 6000SCALE : 1 / 15034

BLDG

BLDG BLDG

BLDGBLDG

PAD

PADPAD

PAD

STOOP

STOOP STOOP

STOOP

STOOP STOOP

STOOP

DOOR

CLF

CLF.G

AC AC

DITCH

DITCH.L

LINE

GLGL

GL GL

SWSW

HRAILHRAIL

HRAIL

HRAILHRAIL

HEADWALL

STEEL

BLDBLD

BLD

VALVE

INLET

CNTR

CURB

50.240

49.760

50.204

51.939

51.891

52.025

52.036

51.934

51.771 51.931

52.02151.812

49.848

49.845

49.786

49.991

50.080

50.103

50.106

51.852

51.144

51.632

51.184

51.173

51.161

52.031

52.10052.120

51.830

50.254

51.941

51.995 52.015

51.801 51.818

51.842 51.862

51.912 52.074

52.039

50.320

51.453

51.604

50.092

51.319

50.129

49.605

49.599

49.636

49.789

49.951

50.017

50.005

50.087

50.506

50.774

50.895

51.712

49.829

51.173 51.962

52.161

51.784

51.492

51.227

50.033

50.106

50.114 50.130

50.124

50.085

50.346

50.520

51.246

49.576

49.245

49.484

49.299

49.347

52.009

52.017

52.026

49.886

49.889

49.550

49.510

49.554

51.599

51.197

50.274

50.261

50.260

50.230

49.887

51.091

50.327

49.917

49.908

49.911

49.628

51.791

50.918

50.263

50.119

50.450

50.471

49.885

49.863

49.690

49.596

50.086

50.029

50.097

51.278

49.742

49.651

49.745

49.812

49.452

49.906

49.515

49.830

49.630

50.946

50.338

51.458

49.959

51.538

51.191

51.367

51.284

51.802

51.818

51.859

51.828

51.358

51.295

51.534

51.60251.295

50.909

51.201

51.778

51.519

51.185 50.829

50.387

50.178

50.768

50.943 51.167

51.982

52.022

52.064

52.201

52.074

52.044

51.731

51.786

51.732

51.793

51.840

51.900 51.961

52.006

49.928

49.923

49.977 49.961

49.996

51.861

51.683

50.150

50.054

52.64451.944

51.605

51.685 51.925

51.842

52.55052.217

52.108

52.04151.938

49.915

52.160

51.942

49.987

51.466

51.345

51.412

52.645

52.785

51.91151.920

51.984

52.011

52.091

51.976

52.118

52.072 52.241

51.903

50.246

50.254

50.212

SIGN

SMH

SIGN

TMH

EMH

SMH

CNTR

~A.C.~

51.607

DITCH.L

48.974

50.010

GAS

49.808

(D=50, ASSUMED) W/V

W/V

W/VW/V

FHT

(D=200, ASSUMED)

W x

S x

(D=200, ASSUMED)

S x

A S S

U M

E D

S x

(D=200 , A

UMED)

FHT

W/V

BLDG. #S-310

BLDG. #S-323

S-369

W x

A S S

U M

E D

S/B

E/P

S/P

G x

A S S

U M

E D

S/P

E/P

S S

S H

E L T E

R W x

A S S

U M

E D

GAS

G x

BIBB

51.96

FFE.=52.150 (ASSUMED)

ATS

FFE.=

50.39

SSU

51.96

W/V

SEE FEWR NO. H11-10002-1J

NOT IN CONTRACT (UNDER CONSTRUCTION)

NEW CONCRETE SIDEWALK,

SEE FEWR NO. H11-10002-1J

NOT IN CONTRACT (UNDER CONSTRUCTION)

NEW GENERATOR WITH CONCRETE PAD,

3 9

CAPPING FOR FUTURE CONNECTION

SAME AS EXIST.

REPLACE EXISTING OPEN STONE DITCH,

SEE THE DETAIL

PROVIDE CHECKERED PLATE COVER AND FRAME

3 TOP SLAB AND WALL

REPLACE EXISTING SEWER MANHOLE,

SOD WITH TOP SOIL AND SOLID SODDING

EL=51.091 (ASSUMED)

ELEC. MANHOLE

TOP OF EXIST.

TBM

51.197

EL=49.808

E 0.000 N 0.000

NAIL #1

EL=51.197

E 25.714 N 39.119

NAIL #2

E 2.764 N -0.579

E 14.011 N 0.118

E 22.140 N 2.038

E 11.463 N 10.741

E 3.528 N 10.640

E 15.930 N 2.038

GROUND UTILITY LINES

REROUTE AND RESTORE UNDER

EXCAVATION, COMPACTION, AND ETC.

PROVIDE EARTH WORKS INCLUDING

SAME AS EXIST.

BASE COURSE AND SUBBASE COURSE WITH NEW,

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT,

SEE THE SECTION

STEP, (W=1,400) INCLUDING STEEL HANDRAILS

REPLACE EXISTING STEP WITH NEW CONCRETE

SCOPE OF WORK

LEGEND:

S EXST. SEWER LINEx

EXST. WATER LINEWx

TBM: TEMPORARY BENCH MARK

STx EXST. STORM DRAIN LINE

W NEW WATER LINE

NEW CONC. SIDEWALK

STEEL GRATING COVERED CONCRETE DITCH, (W=300, TYPE-I)

REPLACE EXISTING CONCRETE OPEN DITCH WITH NEW

CONCRETE DITCH, (W=450, TYPE-1 & TYPE-II)

WITH NEW STEEL GRATING COVERED

REPLACE EXISTING CONCRETE OPEN DITCH

W A T E

S E P

A R

A T

O R

SITE LAYOUT PLAN

KU, HUN MO

CHI, K. K.

C-3

SITE LAYOUT PLAN

CAMP CARROLL

27 JUN 24

H11-10004-2J

CIVIL

3 9

3 10

SEE THE DETAILS

WITH CONCRETE ENCASEMENT

PROVIDE SEWER LINE, (PVC, D=150, VG1)

ELEC

~A.C.~

S T x

PROVIDE CHECKERED PLATE COVER AND FRAME.

NEW SEWER LINE WITH CONC. ENCASEMENT

NEW AC PAVEMENT, BASE AND SUBBASE COURSE

SEE THE DETAIL

INCLUDING BASE COURSE WITH NEW

REPLACE EXISTING CONCRETE SLAB

PROJECT WORK LIMITS

REPAINT ROAD MARKING AND STRIPES, SAME AS EXIST.

SEE THE DETAILS

FITTINGS, THRUST BLOCKS AND ANCHOR BLOCKS

TAPPING VALVE, VALVE BOX, NECESSARY ACCESSOIRES AND OTHER

PROVIDE WATER SUPPLY LINE, (D=200, PVC) INCLUDING TAPPING SLEEVE,

FOR WATER LINE

PROVIDE CONCRETE ENCAEMENT

W W

SEE MECH. DRAWINGS

DOMESTIC WATER PIPES WITH PRE-INSULATED DOUBLE WALL PIPES,

NOTES:

ACCORDANCE WITH OMA STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN

SHALL BE FULLY COVERED WITH SOLID SODDING AND TOPSOIL.

ALL UNPAVED, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT

DRAINAGE SURFACE.

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE

ROOTS, CREEPERS AND ETC. WITHIN THE PROJECT LIMIT.

CONTRACTOR SHALL CLEAN STACK OF FALLEN LEAVES, BRANCHES,

AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS.

TOP OF SEWER MAHOLE SHALL MATCH THE FINISHED GRADE

OUT INV.EL.=48.842(ASSUMED)

IN INV.EL.=48.892(UNKNOWN, ASSUMED)

IN INV.EL.=49.115(FROM B#369, ASSUMED)

IN INV.EL.=48.867(FROM M.H#1, ASSUMED)

TOP EL.=50.100

SEE DRAWING, C-7

REPLACE EXISTING CONCRETE SEWER MANHOLE#2

(PVC, D=200, VG1) WITH NEW

REPLACE EXISTING SEWER LINE,

SEE THE DETAILS

AND ANCHOR BLOCKS

ACCESSOIRES AND OTHER FITTINGS, THRUST BLOCKS

TAPPING SLEEVE, TAPPING VALVE, VALVE BOX, NECESSARY

PROVIDE WATER SUPPLY LINE, (D=100, PVC) INCLUDING

SEE THE DETAIL

PROVIDE WATER GATE VALVE, (D=100) AND VALVE BOX

OUT INV.EL.=48.937(TO M.H#2,ASSUMED)

IN INV.EL.=48.997(FROM OWS, ASSUMED)

TOP EL.=50.000(ASSUMED)

SEE DRAWING, C-7

PROVIDE CONCRETE SEWER MANHOLE#1

REMOVE EXISTING PVC PIPES.

REMOVE EXISTING CONCRETE BLOCKS.

SOD WITH TOP SOIL AND SOLID SODDING.

REMOVE EXISTING STORM DRAIN LINE.

REMOVE EXISTING CONCRETE PADS.

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

SEE NOTES ON DRAWING REF. NO. C-3.

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION,

REROUTE AND RESTORE UNDER GROUND UTILITY LINES.

14.

15.

16.

18.

17.

REMOVE EXISTING TREE STUMP.

REMOVE EXISTING UNDERGROUND FUEL OIL LINE.

REPAINT ROAD MARKING AND STRIPES, SAME AS EXIST.

REMOVE EXISTING WATER LINES, CUT & PLUG.

19.

20.

21.

22.

23.

27.

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

D - 24 - 31

3 41

PROVIDE CONCRETE SIDEWALK WITH BASE COURSE.

INCLUDING STEEL HANDRAILS.

PROVIDE CONCRETE SIDEWALK AND WALL WITH BASE COURSE

PROVIDE WATER GATE VALVE AND VALVE BOX.

PROVIDE SEWER LINES,(PVC, D=150, VG1) WITH CONCRETE ENCASEMENT.

PROVIDE CONCRETE ENCAEMENT FOR WATER LINE.

PROVIDE CONCRETE SEWER MANHOLE.

REPLACE EXISTING CONCRETE SEWER MANHOLE WITH NEW.

STEEL HANDRAILS.

REPLACE EXISTING STEP WITH NEW CONCRETE STEP INCLUDING

GRATING COVERED CONCRETE DITCH.

REPLACE EXISTING CONCRETE OPEN DITCH WITH NEW STEEL

REPLACE EXISTING SEWER MANHOLE, TOP SLAB AND WALL.5.

REPLACE EXISTING OPEN STONE DITCH WITH NEW, SAME AS EXIST.

6.REPLACE EXISTING CONCRETE SLAB INCLUDING BASE COURSE.

ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN

AND SUBBASE COURSE WITH NEW, SAME AS EXIST.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT, BASE COURSE8.

7.REPLACE EXISTING SEWER LINE, (PVC, D=200, VG1) WITH NEW.

BLOCKS.

ACCESSOIRES AND OTHER FITTINGS, THRUST BLOCKS AND ANCHOR

TAPPING SLEEVES, TAPPING VALVES, VALVE BOXES, NECESSARY

PROVIDE WATER SUPPLY LINES, (PVC, D=100, D=200) INCLUDING9.

10.

11.

12.

13.

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

24.

25.

26.

BASE COURSE

PROVIDE CONCRETE SIDEWALK, (W=1,200) WITH

SEE THE DETAILS

WITH BASE COURSE INCLUDING STEEL HANDRAILS

PROVIDE CONCRETE SIDEWALK, (W=1,200) AND WALL

S T

S/P

A S S

U M

E D

E/P

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

R E V I S I O N S

DESCRIPTIONZONESYMBOL DATE BY CHK. APVD.

O & M

FES

FORCE PROTECTION

HOUSING DIV.

SAFETY REP

SIGNAL REP

USING AGENCY

DESIGN & TECH. REVIEW Br.

APPROVED BY

SUBMITTED BY

CHECKED BY

PROJECT NO.

SCALE :

DRAWING NO.

SHEET OF

REF NO.

CHIEF,

DATE:

AS SHOWN

HGFEDCBA

GRAPHIC SCALE

SCALE : 1 / 100

SCALE: 1 :100

2000 4000

GRADING & STORM DRAINAGE PLAN

BLDG. #S-323

FFE.=52.150 (ASSUMED)

S-369

FFE.=

50.39

SSU

BLDG. #S-310

S T

1.0

5 4

4% SLOPE

(TYP.)

STEEL GRATING COVERED CONCRETE DITCH

EXISTING OPEN STONE DITCH

(TYP.)

5% SLOPE

(TYP

P E

-CONNECT TO EXST. DITCH

-OUT INV.EL.=49.194 (ASSUMED)

-TOP EL.=49.494 (ASSUMED)

-CONCRETE DITCH, (W=450)

*STA. 0+26.366

-OUT INV.EL.=49.470 (ASSUMED)

-TOP EL.=50.100 (ASSUMED)

-CONRETE DITCH, (W=450)

*STA. 0+20.440

-OUT INV.EL.=49.930 (ASSUMED)

-TOP EL.=50.230 (ASSUMED)

-CONCRTE DITCH, (W=450)

*STA. 0+8.950

-OUT INV.EL.=51.280 (ASSUMED)

-TOP EL.=51.580 (ASSUMED)

-CONCRETE DITCH, (W=300)

*STA. 0+0.000

-OUT INV.EL.=51.040 (ASSUMED)

-TOP EL.=51.340 (ASSUMED)

-CONCRETE DITCH, (W=300)

*STA. 0+5.936

CAMP CARROLL

CIVIL

C-4

D - 24 - 31H11-10004-2J

27 JUN 24

CHI, K. K.

KU, HUN MO

GRADING & STORM DRAINAGE PLAN

3 4 5

AND DRAIN LINES OF B#323

4 41

(ASSUMED)

EL=51.825

KU, HUN MO

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.

TYPICAL SECTIONS

NOT TO SCALE

C-5

D - 24 - 31

CAMP CARROLL

3 4

BLDG.#

(ASSUMED)

FEL=52.150

Y P

BLDG.#

(ASSUMED)

FEL=50.39

S-369

S-323

Y P

SLOPE

OPE

1.5

(ASSUMED)

EL=50.60

(ASSUMED)

EL=51.00

(ASSUMED)

EL=51.80

(ASSUMED)

EL=50.18

(ASSUMED)

FINISH GRADE

(ASSUMED)

EXISTING GRADE

CONC. DITCH

STEEL GRATING COVERED

800 (TYP.)

SEE SITE PLAN

850 (TYP.) SEE SITE PLAN 1,200 (TYP.) 400 (TYP.)

HANDRAIL POST

MORTAR

FORMED HOLE

TREAD DETAIL

SURFACE

W/ABRASIVE

SAFETY NOSING

ANCHOR

E R

TREAD

HANDRAIL POST DETAIL

(ASSUMED)

EL=50.000

350 250 150

(T=9.5 mm)

EXPENSION JOINT,

(T=9.5 mm)

EXPENSION JOINT,

WITH COLOR SCHEME OF THE INSTALLATION

BY CONTRACTING OFFICER TO CONFORM

HANDRAIL PAINT-COLOR TO BE CHOSEN

WELD ALL CONNECTION

(D=40)

GALVANIZED STEEL HANDRAIL

SEE DETAIL ’A’

SEE DETAIL ’B’

D13@150 O.C

D13@250 O.C

NOT TO SCALE

53 4

TYPICAL CONCRETE STEP SECTION

TYPICAL SECTION

H11-10004-2J

27 JUN 24

1,485 (TYP.)1,395 (TYP.)1,745 (TYP.)

AND WALL

CONC. SIDEWALK

HANDRAIL

AND WALL

CONC. SIDEWALK

AND DRAIN LINES OF B#323

5 41

CIVIL

HGFEDCBA

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.

H11-10004-2J

27 JUN 24

D - 24 - 31

C-6

O.D

SATISFACTORY BACKFILL

OR MISC. AREAS

OR SEEDED AREAS,

SIDEWALK, TURFED

OF SOIL

TO ANGLE OF REPOSE

TRENCH WALLS CUT

EARTH TRENCH BOTTOM UNYIELDING MATERIAL TRENCH BOTTOM

FINISHED GRADE

INITIAL BACKFILL

BE FREE OF ROCK 13mm OR LARGER

GRANULAR MATERIAL, SHALL

BEDDING - SELECT

UNYIELDING MATERIAL

O.D. + 600 FOR 900 OR MORE I.D. PIPE

O.D. + 450 FOR 600 OR LESS I.D. PIPE

OF SOIL

EARTH

FIRM UNDISTURBED

NOTE: TW =

NOT TO SCALE

PIPE TRENCH SECTION (TYP.)

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

MATERIAL STRENGTHS

f’c = 24 MPa

CAMP CARROLL

NOT TO SCALE

CONCRETE SIDEWALK

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

JOINT FILLER JOINT SEALER

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

V A

EXST. REINFORCING

D13 BARS @ 200 O.C.

FIN. GRADE

TOP OF PAVED

TO POURING CONCRETE

APPLY EPOXY PRIOR

ROUGHEN, CLEAN &

CONC. COLLAR

A D J U

S T

L A

P D13 BARS @ 200 O.C.

C.I. MANHOLE COVER

FINISHED GRADE

DUST, & RUST (TYP.)

REMOVE ALL CONCRETE

CLEAN EXISTING REBAR TO

ADJUST EXISTING MANHOLE TOP

E X S T P

O R

R E

M A

NOT TO SCALE

CONCRETE SIDEWALK WITH HANDRAIL

MISC. DETAILS

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 24 MPA

SEE PLAN

WIDTH (VARIES)

SECTION

NOT TO SCALE

CONCRETE SLAB SECTION (TYP.)

*CONTRACTION JOINT: 2.5 METER

O.C. E.W

D10@200

~ EXST SUB-GRADE (FULLY COMPACTED) ~

ABBREVIATION:

O.C: ON CENTER

E.W: EACH WAY

NOTE:

CONCRETE SLAB, (T=150)

BASE COURSE, (T=100)

CONCRETE 24 MPA

MAXIMUM JOINT INTERVAL: *EXPANSION JOINT: 15 METER.

(MAX.)(MAX.)

(T Y P

WELD ALL CONNECTION

2,0002,000

(D=40)

GALVANIZED STEEL HANDRAIL

WITH COLOR SCHEME OF THE INSTALLATION

BY CONTRACTING OFFICER TO CONFORM

HANDRAIL PAINT-COLOR TO BE CHOSEN

PLAN SECTIONCONCRETE SIDEWALK AND WALL

BASE COURSE

(T Y P

1,200

1,100

HANDRAIL (D=40)

GALVANIZED STEEL

D13@300 T.B

D13@150 T.B

AND WALL

CONCRETE SIDEWALK

D13@150 E.F

D13@300 E.F

(T Y P

AND DRAIN LINES OF B#323

6 41

NOT TO SCALE

FLOW

BELLxPLAIN END SLEEVE (TYP.)

FLOW

CONSTRUCTION JOINT

FLOW

200 238

SLOPE SLOPE

SLOPE

STEEL TROWEL

SLOPE

FINISH

CONCRETE RING

D13 LOOP

FNSH GRADE5

RING

CONCRETE

LOCATION

MANHOLE

S E E

P L A

N V

A R

S M

DIA.

RING 700mm

M A

D13 BARS @ 200mm O.C. E.W.

D13 BARS @ 300mm O.C.

D13 BARS @ 200mm O.C.

1,600

1,200

1, 1, 1,200

COVER

C.I. MANHOLE FRAME AND

40 CLEAR CONC. COVER

ONLY

D16 BARS BOTTOM

BOTTOM

D13 BARS-EDGES, TOP AND

E.W.

D13 BARS @ 125mm O.C.

BOTTOM

D16 BARS TOP AND

ANCHOR BOLT

STAINLESS STEEL

MIN.

1, X

V A

UNIT WALL

CONC. OR MASONRY

165MIN.

RUNG SPACING 300

FACE OF WALL

SEE DETAILS

RUNGS AND BRACKETS

BOLTED TO WALL

ANGLE BRACKETS

165 MIN.

UNIT, STAINLESS STEEL, EXPANSION BOLTS AND WELDED TO SIDE RAIL

63mm x 9mm METAL BRACKET BOLTED TO WALL WITH 13mm DIA. 2

SIDE RAILS

DETAIL

63mm x 9mm BRACKET

19MM DIA. RUNGS

SIDE RAILS

63mm X 9mm

WELD TO SIDE RAILS

19mm DIA. RUNGS

WELD RUNGS TO SIDE RAILS

FOR 19 MM DIA. RUNGS

WALLS PUNCHED

63 x 9 METAL SIDE

WITH LADDERS

832 FOR MANHOLES

775 MIN. W/LADDER

600 MIN.

25 MIN.25 MIN.

50mm

RIDGES RAISED 6mm

31 31

3. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR

CAST IRON WITHOUT THE SUPPORTING RIBS MAY BE USED

2. WHERE A NON - TRAFFIC TYPE MANHOLE IS SHOWN ON THE PLANS,

SHALL BE USED UNLESS OTHERWISE INDICATED

1. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON

NOTES:

KU, HUN MO

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.

NOT TO SCALE

SEWER MANHOLE ONLY.

NO MORE THAN 50mm PER 0.3M. FOR THE CHANNEL NOT LESS THAN 25mm PER 0.3M

SHALL BE SMOOTH AND SHALL SLOPE TOWARD

FLOOR OF MANHOLE OUTSIDE THE CHANNELS

TOP SLAB REINFORCING

BE VERTICAL FROM TOP SLAB TO INVERT.

TO INVERT OF MAIN SEWER EXCEEDS 1.2M, WALL ON WHICH LADDER IS INSTALLED

1. INSTALL GALVANIZED STEEL LADDER ONLY WHEN DEPTH FROM TOP OF COVER

NOTE:

STEEL LADDER

FACE OF WALL

A B

FRONT ELEVATION SIDE ELEVATION

C D

BRACKET - SIDE BRACKET - FRONT

E F

BRACKET - TOP RUNG - CONNECTION

FRAME - PLAN COVER - PLAN

MANHOLE LADDER (TYP.)

SECTION SECTION

CENTER OF COVER.

THAN 181 kgf. THE LETTER "D" AT LEAST 50 HIGH SHALL BE CAST IN

BY THE CONTRACTING OFFICER MAY BE USED. TOTAL WEIGHT SHALL NOT BE LESS

OTHER DESIGNS DIFFERING ONLY IN NON - ESSENTIAL DETAILS AND AS APPROVED

7.3tonf PLUS 25% ALLOWANCE FOR IMPACT.

DESIGN OF RIBBED CAST IRON COVERS AND FRAMES IS BASED ON A WHEEL LOAD OF

NOTE:

H11-10004-2J

27 JUN 24

D - 24 - 31

CAMP CARROLL

3 CAST IRON MANHOLE FRAME & COVER

C-7

SECTION A-A

SECTION B-B

CONCRETE MANHOLE (TYP.) CONCRETE MANHOLE DETAILS

A A

AND DRAIN LINES OF B#323

7 41

KU, HUN MO

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.

CAMP CARROLL

27 JUN 24

H11-10004-2J

C-8

PROVIDE EXPANSION JOINT AT MAX. 15METER INTERVALS.1.

NOTE:

NOT TO SCALE

D13 @ 200 O.C.E.W

200150 200 150

FINISH GRADE

Y P

COMPACTED NFSM

SECTION (TYPE- II)

LONGITUDINAL RBARS

SEAT AND D13

DISCONTINUE GRATING

REBAR

AS LONGITUDINAL

OILED SPACED SAME

ONE END PAINTED AND

DOWEL 400 LONG.

19mm DIA. PLAIN BAR

@ 15M MAX.

(EXP. JOINT)

MATERIAL

JOINT FILLER

PREMOLDED

13 THK.

V A

S D

SECTION

WIDTHGRATING

PLAN

FINISH GRADE

(SEE TABLE

ANGLE BAR

@ 600 MAX.

WELDED TO ANGLE

D13 ANCHOR BAR

21 MPa CONC.

GRATE FRAME

FLAT BAR

GRATING FRAME

WELDED TO

BEARING BARS

GRATING FRAME

WELDED TO

CROSS BARS

TABLE

SEE

DETAIL

BEARING BAR

TWISTED

10 SQ CROSS BAR

CROSS BAR

PITCH OF

GRATING WIDTH

100GRATIN

G L

ENGTH

TYP.

BEARING B

ITCH O

75 6

H B C

35 200

D ANGLE BAR

L70x70x6

L80x80x6

STEEL GRATING SCHEDULE

TRENCH WIDTH

WHEEL LOAD = 79 KN(8.0 TONS).

FOR 20-TON DESIGN TRUCK LOAD:

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS FOR CONCRETE DITCHES SHALL

NOTE:

BEARING B

STEEL GRATINGS

BEARING BARS

GRATING FRAME ANGLE BAR

CROSS BAR

SEE NOTE

STEEL GRATING

O.C. E.W.

D13 @ 200

CEMENT FILLER

(21 MPa)

CONC. WALL

SEE DETAIL

(SEE NOTE)

STEEL GRATINGS

S L P

D / (4

SLP. SLP.

SECTION (TYPE- I)

COMPACTED NFSM

SLP. SLP.

STEEL GRATING COVERED CONCRETE DITCH DETAIL

NOT TO SCALE

CONCRETE DITCH COVER DETAILS

1,200

PLAN

S E E

P L A

STEEL PLATE COVER (T=6)

GALVANIZED CHECKERED

COVER

EXISTING STEEL GRATING

~CONCRETE SIDEWALK~

CHECKERED STEEL PLATE

DITCH

EXSTING CONCRETE

@ 600 O.C.

WELDED TO ANGLE

W/10 Øx125L ANCHOR

L50x50x6

WELDED TO COVER

L50x50x6

DETAIL

SEE NOTE

STEEL GRATING

(PVC, D=100@3000 O.C.)

WEEP HOLE,

AS DRAINAGE LAYER (T=200)

AGGREGATE MATERIAL

V A

D - 24 - 31

DRAINAGE LAYER

GEO-TEXTILE AROUND

AND DRAIN LINES OF B#323

8 41

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

2-D19 BAR

2-D13 BAR

2-D16 BAR

2-D19 BAR

2-D13 BAR

2-D10 BAR

SIZE

VALVE

SIZE

VALVE

(WIDE)

(DEPTH)

TIEROD TIEROD

DIMENSION TABLE OF CONCRETE BASE

1,050 1,150

1,500 1,200

1,500 1,800

1,500 2,100

PIPE AND 71,820 NEWTONS/M† (1,500 PSF) SOIL BEARING PRESSURE.

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm† (250 PSI) PRESSURE IN THE

NOTE:

CONCRETE BASE RING

CONCRETE BASE

A.C PAVEMENT

GATE VALVE

B (SEE TABLE ABOVE RIGHT)

REBAR TIE ROD 2 EACH

MIN.

VALVE BOX

C.I. TRAFFIC TYPE

SLIDE TYPE

OR 375mm DIA.

CONC. BASE 375mm SQ

150150

UTILITY BOX PER MANUFACTURES STANDARD

PROVIDE NOMINAL 150mm DIA. ROUND

NOTE:

TRAFFIC INSTALLATION PLAN - VALVE BOX

MISCELLANEOUS PIPE INSTALLATION DETAILS

THREAD PIPE AS REQUIRED

TAPPED TEE WITH BELL ENDS (TYP.)WATER MAIN

COPPER

CORPORATION STOP

BELL END

W/BELL END

C.I. OR D.I. CAP

THREAD

CORPERATION STOP

FOR 150mm & SMALLER PIPE

SINGLE STRAP TYPE MAY BE USED

CLAMP 200mm & LARGER PIPE.

COPPER PIPE

SERVICE LINE FOR

PVC, C.I. OR D.I. PIPE

C.I. OR D.I. FITTING WITH BELL END

PVC C.I. OR D.I. PIPE

HUB(RING) TYPE COUPLING

INSTALL POSITION

JOINT AT READY TO

INSTALLED POSITION

MECHANICAL JOINT AT

MECHANICAL JOINT END

OR PIPE WITH

C.I. OR D.I. FITTING

PLUG WITH EARS

C.I. OR C.I.

NOT TO SCALE

SERVICE PIPE

TAPPING VALVE

GROUND

UNDISTURBED

EXISTING WATER MAIN

TAPPING SLEEVE

17 MPa

CONC. THRUST BLOCK

GROUND

UNDISTURBED

TAPPING VALVETAPPING SLEEVE

17 MPa

CONC. THRUST BLOCK

NOT TO SCALE

GATE VALVE AND VALVE BOX

PLAN

SECTION-A

NOT TO SCALE

TAPPING SLEEVE AND VALVE DETAIL

SHEET OF

KU, HUN MO

CHI, K. K.

CIVIL

AS SHOWN

CONCRETE ENCASEMENT

150150

OD OF

PIPE

NOT TO SCALE

CONCRETE ENCASEMENT (TYP.)

75THIS PROJECT

9 9

C-9

D - 24 - 31H11-10004-2J

CAMP CARROLL

TAPPING SLEEVE, AND CONCRETE ENCASEMENT

WATER DISTRIBUTION, GATE VALVE& VALVE BOX,

3 3

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

27 JUN 24

9 41

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:

PIPE

PIPE TRENCH WALL

D.I. OR C.I. TEE

THRUST BLOCK

B C

PIPE

PIPE TRENCH WALL

PIPE

BRANCH LINE

THRUST BLOCK

INFORMATION

FOR ADDITIONAL

SEE DETAIL

NOTE:

C PIPE #2L

PIPE #2

PIPE #1

PIPE #4

PIPE #3

SEE TABLE

PIPE #2

OFFSET DISTANCE

FLEXIBLE PIPE

PIPE

COUPLING

PIPE TRENCH WALL

THRUST BLOCK

B C

SEE DIMESION PIPE

HORIZONTAL DEFLECTION ANGLE PIPE #3 & #4

ANGLE

DEFLECTION

1 2 3 4ANGLE

PIPE BEND AT PIPE DEFLECTION 5 TEE 6

HORIZONTAL PIPE DEFLECTION

1,0751,525 1,5251,525350 1,525 675

5251,125300 1,125

1,500

1,325

1,500

1,325

1,750

1,1251,125 750

1,500

1,3251,325

1,500 1,050

1,750

1,300

1,350300 1,350

TYPE

1,100

1,300

1,100

1,300

225450

1,575

DEPTH

1,800

PIPE SIZE

1,575

1,800

TEE BRANCH

1,800350 1,800

1,125

2,075

1,125

2,075

1,025

1,300

1,550

1,025

1,300

1,550

450725 5005007251,0001,000 450

1,300

1,100

1,300

1,175

DEAD END

1,325

1,175

DEPTH

1,325

9501,3501,350 450

1,525

475300

1,100

1,150

300225

225 400

450950 675675

300475

1,100

300300

300 350 150350

450 450 150450

-225

225 300

225-

300225

150225

150300

TYPE

DEPTH

PIPE SIZE

DEPTH

AC CB

DEPTH

AC C

.7 to n /m

P R

E S S

U R

S O

E A

T Y P E

.3 to n /m

P R

E S S

U R

S O

E A

T Y P E

.7 to n /m

P R

E S S

U R

S O

E A

T Y P E

.3 to n /m

P R

E S S

U R

S O

E A

T Y P E

DEFLECTION

HORIZONTAL PIPE

BY CONCRETE.

FITTING JOINT IS COVERED

AS LONG AS NO PART OF THE

DIMENSION AND MAY BE EXCEEDED

TABLE IS MINIMUM ALLOWABLE

1. DIMENSION "C" AS SHOWN IN

NOTE:

1/4 BEND BEND8

1 BEND16

BEND32

DIMENSION TABLE FOR THRUST BLOCK - (I)

PIPE DEFLECTION

DEFLECTION ANGLE OFFSET DISTANCE

PIPE

(mm)

DIAMETER

PVC

(OFFSET FOR L = 6,000)

BELL

END mm

HUB

END mm

C.I. OR D.I.

JOINT mm

(OFFSET FOR L = 5,400)

END mm

BELL MECH

B C

BEND 11 1/4 TO 90

NOT TO SCALE

THRUST BLOCK

KU, HUN MO

CHI, K. K.

CIVIL

AS SHOWN

THRUST BLOCK DETAIL

WATER SUPPLY DISTRIBUTION

C-10

D - 24 - 31H11-10004-2J

27 JUN 24

CAMP CARROLL

AND DRAIN LINES OF B#323

10 41

OF CONSTRUCTION SHALL BE USED.

NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE

EXISTING UTILITIES AS A RESULT OF HIS/HER WORK.

OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PAY FOR ALL DAMAGES TO

TO UTILITIES. NOTIFY THE OWNER’S REPRESENTATIVE OF ANY UNDERGROUND UTILITIES IN THE WAY

EXTREME CAUTION AND MUST EXERCISE PROPER CARE DURING EXCAVATION TO PREVENT DAMAGE

ACCURACY OR THE EXISTENCE OF OTHER OBSTACLES WHICH MAY BE ENCOUNTERED WORK WITH

PLANS ARE FROM THE LATEST AVAILABLE RECORDS BUT ARE NOT GUARANTEED AS TO THE

THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON THESE

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR

WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE

THE PROJECT AREA PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE ALL WORK.

THE CONTRACTOR SHALL NOTIFY ALL AGENCIES TO VERIFY THE ACTUAL LOCATION OF ALL UTILITIES IN

ADDITIONAL COSTS TO THE OWNER.

SCHEDULED TO REMAIN DURING THE CONSTRUCTION PERIOD WHICH SHALL BE REPAIRED AT NO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED TO EXISTING WORK

PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

THE CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND/OR REMOVAL WORK.

ACCESSIBILITY GUIDELINES (ADAAG).

ALL STANDARDS, REQUIREMENTS AND GUIDELINES OF THE AMERICANS WITH DISABILITIES ACT

ALL GOVERNING AGENCIES. THIS WORK SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM WITH

ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, CODES, REGULATIONS, AND ORDINANCES OF

9. ALL DIMENSIONS SHOWN ON FLOOR PLAN ARE TO FACE OF FINISH, UNLESS OTHERWISE.

10.

PROVIDE DUST CONTROL MEASURES AS REQUIRED.

CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH. CONTRACTOR SHALL

AREA, THE OWNER’S PREMISES, INCLUDING STREETS AND OTHER AREAS USED BY THE CONTRACTOR

CONTRACTOR SHALL, AT ALL TIMES, DURING THE COURSE OF THE WORK, KEEP THE CONSTRUCTION

11.

OF OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL UTILITIES.

DELIVERY ACCESS TO AND FROM WORK, SPECIAL NOISY OPERATIONS, TIMING OF WORK, SEQUENCE

COORDINATE ALL OPERATIONS WITH THE OWNER’S REPRESENTATIVE FOR MATERIALS STORAGE,

12.

DEBRIS, RUBBISH, AND CONSTRUCTION MATERIAL AT TIME OF FINAL ACCEPTANCE.

REMOVE BARRICADE AFTER COMPLETION OF THE PROJECT AND CLEAN THE PROJECT AREA OF ALL

PREVENT PEOPLE FROM ENTERING THE PROJECT AREA AND TO PROTECT THE ENCLOSED PROPERTY.

CONTRACTOR SHALL PROVIDE BARRICADES, AS REQUIRED, AND ACCEPTABLE TO THE OWNER TO

13.

REPRESENTATIVE.

TRADE SHALL BE USED TO RESOLVE SUCH DISCREPANCIES AND MUST BE APPROVED BY THE OWNER’S

SUBMIT SHOP DRAWINGS ON HOW THEY WILL RESOLVE SUCH DISCREPANCIES. GENERAL PRACTICE OF

SHALL BE BORNE BY THE CONTRACTOR AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO

QUESTIONS RAISED DURING CONSTRUCTION PHASE THAT MAY RESULT IN EXTRA COST, SAID COST

ALL DISCREPANCIES FOUND ON DRAWINGS DURING CONSTRUCTION PHASE, ANY DISCREPANCIES OR

IT SHALL BE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE OWNER’S REPRESENTATIVE FOR ANY OR

14. CONTRACTORS SHALL VERIFY ALL QUANTITIES.

STATE PROPERTY IN ACCORDANCE WITH ALL LOCAL GOVERNING LAWS AND REGULATIONS.

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF

ALL MATERIALS REQUIRED TO BE DISPOSED OF IN THIS PROJECT UNLESS REQUIRED TO BE SALVAGED, INTENDED TO LIMIT THE WORK REQUIRED IN ANY WAY.

TITLES, CAPTIONS, HEADINGS, ETC. ARE INTENDED FOR GENERAL REFERENCE AND ARE NOT

THE ABOVE NOTES APPLY TO THE FULL SET OF CONSTRUCTION DOCUMENTS.

GENERAL NOTES

OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE CONTRACTING

PRIOR TO COMMENCING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION AND DIMENSIONS

WORK.

OF THIS WORK MUST BE DONE TO INSURE ROUGH- IN WORK IS ACCOMPLISHED PRIOR TO FINISHING

REPLACEMENT OF MECHANICAL, ELECTRICAL, TELEPHONE AND FIRE ALARM SYSTEM COORDINATION

CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING TO MAKE WAY FOR THE INSTALLATION AND

INCONVENIENCE TO THE CUSTOMER’S MISSION OPERATION.

APPROVAL FROM THE GOVERNMENT AND EXECUTE WORK STAGE BY STAGE WITHOUT ANY

THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING THE WORK AND GET

CONTRACTOR.

THAT MAY OCCUR DURING THE COURSE OF HIS WORK SHALL BE RESTORED AT THE EXPENSE OF THE

THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING FACILITIES AND ANY DAMAGES

CONTRACTING OFFICER AT THE LOCATION INDICATED BY CONTRACTING OFFICER.

SALVAGEABLE MATERIALS SHALL BE REMOVED FROM WORK SITE IN A MANNER AND TURNED OVER TO

CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACT FIELD CONDITIONS.

15. FILL EXISTING DUCT AND PIPE HOLE W/ CONCRETE.

16.

RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ACCESS DOOR AND WALL.

THE CONTRACTOR SHALL VERIFY THE NEW EQUIPMENT ACCESS CONDITIONS AT JOB SITE AND WILL BE

17.

18.

19.

AND SPECIFIC NOTES ON THE CONTRACT DRAWINGS.

THE CONTRACTOR SHALL FOLLOW THE CONSTRUCTION WORK AS INDICATED ON THE GENERAL NOTES

20.

CONTRACTOR SHALL SUBMIT ALL MATERIAL & COLOR SAMPLES TO DPW FOR APPROVAL.

COLOR AND PATTERN WHICH MANUFACTURERS STANDARD MUST APPROACH.

MATCH FOR MANUFACTURER COLOR IS NOT REQUIRED. THE SELECTIONS SERVE ONLY TO INDICATE

NOT INTENDED TO LIMIT SELECTIONS TO PRODUCTS OF THE MANUFACTURERS INDICATED. AN EXACT

COLORS AND PATTERNS LISTED BY MANUFACTURES ARE FOR IDENTIFICATION PURPOSES ONLY, AND

CONTRACT DRAWING.

THE CONTRACTING OFFICER. A SHOP DRAWING SHALL NOT BE THE EXACT DUPLICATION OF THE

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS FOR APPROVAL TO

INSTALLATION.

DETAILS AND DRAWING SHALL BE APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND

INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR AND WINDOW

ALL DOORS AND WINDOWS SHALL BE FABRICATED I.A.W. SPECIFICATIONS AND MANUFACTURER’S

6. REMOVE & CLEAN EXISTING FINISH MATERIAL & ADHESIVE BY GRINDING TO RECEIVE VCT & TILE.

7. REMOVE & CLEAN EXISTING PAINT BY SAND PAPER/ GRINDING FOR NEW PAINTING AND COATING.

FREE.

SHEET (MSDS), WRITTEN IN ENGLISH, FROM THE MANUFACTURE SHOWING THE PRODUCT IS LEAD

OF THIS PROJECT. THE CONTRACTOR WILL PROVIDE A CERTIFICATE OR MATERIAL SAFETY DATA

LESS THAN 0.05 PERCENT LEAD BY WEIGHT OF THE NON- VOLATILE SOLIDS) DURING THE EXECUTION

THE CONTRACTOR IS REQUIRED TO USE "LEAD FREE" COATINGS (LIQUID PAINTS OR COATINGS WITH

REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

THE CONTRACTOR SHALL PERFORM ALL WORKS IN ACCORDANCE WITH USACE SAFETY AND HEALTH

AND THE ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK REGULATION 201-1.

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

CONTRACT, AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

OMISSIONS OR CONFLICTS WHICH PREVENT HIM OR HER FROM FULFILLING THE TERMS OF THE

CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES, WITH THE REQUIRED WORK.

SHALL VERIFY ALL CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND

WITHOUT WRITTEN APPROVAL OF THE OWNER’S REPRESENTATIVE.

THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS SHALL NOT BE MADE

CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE OWNER’S REPRESENTATIVE SO

BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS

ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE

10.

11.

12.

13.

SPECIFIC NOTES MATERIAL NOTES

MATCHING EXISTING COLOR AND FINISH.

ANY STRUCTURAL STEEL MEMBERS EXPOSED TO INTERIOR SPACE SHALL BE RE -PAINTED WITH

THROUGH COR.

NEW SURVEY REPORT AND ASBESTOS REMOVAL DOCUMENTATION TO ENVIRONMENTAL OFFICE

THE KOREA ENVIRONMENTAL GOVERNING STANDARD (KEGS). THE CONTRACTOR SHALL PROVIDE THE

PRIOR TO ANY WORK TO ASSURE THAT APPROPRIATE ASBESTOS CONTROL IS IN ACCORDANCE WITH

THE WORK AREA WILL NEED TO BE RE SURVEYED AND ASBESTOS MATERIALS SHOULD BE REMOVED

CONTRACTOR SHALL CASE WORK IN THE AFFECTED AREA AND NOTIFY THE CONTRACTING OFFICER.

WORK. HOWEVER, IF SUSPECTED ASBESTOS CONTAINING MATERIAL ARE DISCOVERED, THE

FREE. TESTS HAVE INDICATED THAT ASBESTOS IS NOT PRESENT IN THE AREA AFFECTED BY THIS

OR MSDS, WRITTEN IN ENGLISH, FROM THE MANUFACTURER VERIFYING THE PRODUCT IS ASBESTOS

WEIGHT) DURING THE EXECUTION OF THIS PROJECT. THE CONTRACTOR WILL PROVIDE A CERTIFICATE

THE CONTRACTOR IS REQUIRED TO USE "ASBESTOS FREE" MATERIALS (LESS THAN 1 PERCENT BY

TRAFFIC AND OPERATIONS.

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

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

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

THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER

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:

14.

THE CONTRACTING OFFICER.

AREAS CAUSED BY THIS PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS AS DIRECTED BY

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL DAMAGES TO EXISTING

CONTRACTOR.

INCURRED FOR SPILL CONTAINMENT AND CLEAN- UP SHALL BE THE RESPONSIBILITY OF THE

OFFICER SHALL OVERSEE THE CLEAN- UP EFFORT AND RENDER THE SITE CLEAN. ALL COSTS

APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY CLEAN- UP THE SPILL. THE CONTRACTING

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND UTILIZE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING

CONTRACT.

ACCOMPLISH THE ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

AGENCY, KOREA REGION OFFICE" FROM A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO

PROJECTS, KOREA, NOVEMBER 30, 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS FOR O&MA

A001

H11-10004-2J

MATERIAL NOTES

SPECIFIC NOTES

GENERAL NOTES

ARCHITECTURAL

CAMP CARROLL

LIM, WG

KIM, CS

201-1, ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

STORED IN ACCORDANCE WITH THE CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION

ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED DURING THE PROJECT MUST BE

15.

DRAWINGS AND SPECIFICATIONS.

ALL FAILED OR FAILING SYSTEM SHOULD BE REPAIRED IN ACCORDANCE WITH THE ATTACHED

AND DRAIN LINES OF B#323

REPAIR FAILING HEATING SYSTEM

27 JUN 24

11 41

SCOPE OF WORK

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. REPAIR / MAINTENANCE : K - WORK #2. GENERAL REQUIREMENTS

1. SEE GENERAL REQUIREMENTS ON DRAWING REF. NO. A001.

REPLACE EXISTING FLOOR FINISH WITH WALL BASE.

12 41 A002

SCOPE OF WORK

ARCHITECTURAL

LIM, WG

KIM, CS

CAMP CARROLL

REPLACE EXISTING WINDOW WITH INSECT SCREEN AND AL BLIND INCLUDING NECESSARY ACCESSORIES.

H11-10004-2J

REPLACE EXISTING ACOUSTICAL CEILING SUSPENSION SYSTEM INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING GYPSUM BOARD FINISH CEILING SYSTEM INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING GYPSUM WALL BOARD INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING CEMENT MASONRY UNIT WALL WITH NEW.

REPL…

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File details come from the government source that posted it. Updated Jul 9, 2024.