Drawing.pdf

PDF 7 MB Posted Mar 20, 2024

Attached to: Convert CP Oscar into AFH Overflow Parking Space, Camp Walker
Solicitation number: W90VN924R0060
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Mar 20, 2024

This document is a set of drawings and specifications related to a federal contract opportunity to convert CP Oscar into an AFH (Army Family Housing) Overflow Parking Space at Camp Walker. The key details are:

The scope of work includes demolishing an existing building (S-382), removing asbestos-containing materials, constructing a new gravel parking lot with signage and guard rails, and restoring all unpaved areas within the project limits with new topsoil and sodding. The contractor will be responsible for coordinating any necessary work on underground utilities. All disposal work must comply with applicable Korean environmental regulations. The project has an estimated completion date of December 2023. The solicitation number is W90VN924R0060 and it was issued by the Department of the Army Materiel Command Army Contracting Command.

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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 - 02

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

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:08 DEC 23

J1-00065-3J

CIVIL

C - 1

C - 2

C - 3

C - 4

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

PROJECT NO. J1-00065-3J, CAMP WALKER

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

6 C - 5

7 C - 6

8 C - 7

9 C - 8

10 C - 9

11 C - 10

CIVIL

ARCHITECTURAL

A001

A002

A101

A102

LOCATION PLAN

OVERALL REMOVAL PLAN

REMOVAL PLAN (1 OF 3)

REMOVAL PLAN (2 OF 3)

REMOVAL PLAN (3 OF 3)

OVERALL SITE LAYOUT PLAN

SITE LAYOUT PLAN (1 OF 3)

SITE LAYOUT PLAN (2 OF 3)

SITE LAYOUT PLAN (3 OF 3)

DETAILS

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

LOCATION PLAN, SCOPE OF WORK

ASBESTOS CONTAINING MATERIAL REMOVAL

FLOOR PLAN & BUILDING VIEW, S-382

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 SCALE : 1 / 3000

GRAPHIC SCALE

(IN METERS)

0 60 120

SCALE: 1 : 3000

CIVIL

CAMP WALKER

1 14

D - 24 - 02

CHI, K. K.

AS SHOWN C-1

LOCATION PLAN

08 DEC 23

J1-00065-3J

KU, HUN MO

THIS PROJECT

SEE SITE PLANS

STOP

S-398

S-363

S-373S-372 S-367

S-409

T-392T-391T-390

T-235 Golf Course

S-468

T-445

T-444

T 9 S-470

S-457 T-465

T-466

S-450T-706

S-324

S-422

S-335

S-320

S-338

S-200

S-216T-213

S-452

T-720T-721

T-235 Golf Course

GATE 6

S-403

TMP Washrack

188TH MP

S-431

S-430

T-433

S-441

GOLAN 10

T-442

S-414

S-411

S -416S

-410

S-440

S-711

T-712

S-358

S-349

S-408 T-421

S -420

T-342

T-387

S-701

S-348

T-235 Golf Course

KELLY FIELD

S-252

S-283

S-205

S-208

S-261

S-260

S-202

S-217

S-212

S-222

S-382

S-362

S-360

S-368

S-386

S-38

T-235 Golf Course

S-2

S-

S-148

S-149 S-163

T-164

S-165

S-166

S-565

S-161

T-158

S-617

S-57

S-574

S-556

S 1S-566

T-569

S-57

S-584

T-614

S -602

S-601

S-

S- 2S-221

T-573

S-267

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S-592

T-594

S-379

S-374

S-310

T-340

S-330

T-341

SUBSTATION

MIDDLE / HIGH SCHOOL

S-321

S-359

GATE 4

S-393

APSAN OVERPASS BRIDGE

S-357

T-364

S-356

T-355

S-353 S-399

S-350

S-352

S-344 tank-1 water tank-2 water

STREET

WASHINGTON

S-556

S-

S-5

S-585

S-315

S-226

S-316

S-237

CDC

S-

S-182 S-555

S-557

S-228

S-230

S-227

S-616

P A R

S T R

U C T U

R E

P A R

S T R

U C T U

R E

TOWER 2

FAMILY HOUSING

P A R

S T R

U C T U

R E

TOWER 3

FAMILY HOUSING

P A R

S T R

U C T U

R E

T O

W E

F A

H O

U S

T O

W E

F A

U S

LOT

PARKING

LATRINE

S-265

(U N

D E

N S T R

U C

L O

D G

S-232

S-250

POND

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

43 69

FENCE

RWALL

WMH

BLDG

BLDG BLDG

SG SG

PAD

E/P

PCC PCC

STEP

STEPSTEP

STEP

STEP STEP

90.158

90.017

90.019

90.020

89.977

89.951

89.882

90.112

90.011

89.972

89.870

89.822

89.775

90.003

89.877

90.025

90.003

90.049

89.286

89.043

88.836

88.763

88.874

88.559

89.408

89.796

90.032

89.303

89.358

89.518

89.746

89.913

89.452

90.044

90.042

90.013

91.148

90.951

88.453

87.912

88.015

89.787

88.599

89.316

91.170

91.155

90.048

90.032 90.034

90.041

90.163

89.978

89.997

90.174

89.384

89.980 89.987

89.849 89.955

89.326

89.346

89.556

89.891

89.922 89.912

90.336

90.355

90.363

90.361

90.360

90.359

90.372

90.362

90.358

90.350

90.352

90.159

90.156

90.118 90.153

90.128

90.148

90.159

90.060

90.050

90.029

90.035

90.021

90.056

90.129

90.147

90.087

90.071

89.408

90.02590.025

90.354

89.536

90.113

89.197

90.345 90.37090.363

90.155

90.357

90.384

89.543 89.513

89.664

90.235

90.322

BLDG

90.036

89.439

W/V

E/PE/P

E/P

E/P E/P

1.0

90.0

FHT

FENCE

RWALL

WMH

SMH

INLET

LINE

LINELINE

LINE

STOP

STOP STOP

STOPSTOP

TREE

BLDG

BENCH

MIRR

PIPE

S/MH

OBOB

GATE

PAD

E/P

E/P W/V

89.970

90.186

89.937

89.636

89.383

89.289

89.122

89.412

89.780

90.155

90.146

89.983

89.998

88.657

88.917

89.154

89.510

89.439

89.476

89.800

89.739

89.685

89.714 89.644

89.488

89.204

89.991

89.965

89.882

89.943

89.638

90.032

90.014

90.032

89.987 89.919

89.924

89.906

89.675

89.467

89.121 88.832

88.496

89.010

89.065

89.084

89.383

89.537

89.322

88.948

89.655

89.839

90.102

89.083

89.500

89.631

89.684

89.449 89.095

89.078

89.419 89.528

89.813 89.796

89.555

89.665

89.858

90.721

90.371

90.269

90.158

90.059

90.052

90.023

89.151

90.506

89.115

89.545

89.705

89.880

89.691

89.694

90.038

89.160

89.094

90.049

89.906

89.067

91.401

90.078

90.102

89.301

89.013

89.230

89.576

89.651

89.461

89.350

89.335

89.522

90.006

90.010

90.544

89.225

89.992 89.984

89.981

89.926

89.927

89.936 89.973

90.02690.015 90.027

90.103

89.995

89.262

89.507

89.443

89.352

89.373

89.355

89.372 89.081

89.164

89.675 89.667

89.964 89.960

89.790

89.546

89.244

90.067

89.916

89.928 89.925

90.01490.022

90.644

91.017

89.579

91.033

90.369

89.770

89.922

89.998

90.049 89.958

89.967

89.848

90.020

90.038

89.777

89.523

89.738

89.741

89.701

89.82889.820

89.715

89.692

89.871

90.033

90.056

90.113

90.059

89.075

89.041

89.866 89.895

89.669

89.662

89.848

89.845

89.857

90.147

90.133

90.155 90.169

89.714

89.657 89.916

90.117

FHT

W/V

(PVC, D=150, ASSUMED)

P A

R K

A S S

U M

E D

W/V

FHT

W/V

E/P

W/V

90.0

RWALL

89.137

89.064

89.152

89.059

89.057 89.057

BLDG

PCC

PCCPCC

PCC

MP7

DMH

PLANTER

PLPL

PL PL PL PL PL PL PL PL PL PL

PL PL

PL PL PL PL

POST

B633

BLD

TREE

CONC

CONC CONC

CONC

CONCCONC

CONC

CURB

ELEC

CONT

S368

FENCE

CNTR

PAD

PAD PAD

PAD

PADPAD

PAD

T/MH

E/PAD

E/PAD E/PAD

SPKR

S669

STOOP STOOP

STOOP

GL GL

GLGL

MP9

88.966

88.808

88.496

88.982

88.460

89.037

88.630

88.976

89.025

87.817

87.788

88.304

88.267

88.147

88.019

88.043

88.302

88.272

88.298

88.361

88.335

88.314

88.101

88.115

88.225

87.724 87.783

87.664

87.008

86.982

87.072

87.200

87.405

87.199

87.101

87.663

88.961

88.978

88.650

88.271

88.471

88.531

88.803

87.693

87.594

87.542

87.079

87.062

87.049 87.070

87.063 87.178

87.38987.353

87.366

87.396

87.337

87.319

87.333

87.398

88.985

88.199

88.175

88.148

88.108

88.017

87.912

87.784

87.607

87.373

87.293

87.299

87.320

87.339

87.348

87.364

87.402

87.409

87.428 87.489

87.607 87.797

87.897

88.468

88.373

88.319

88.604

87.303

87.326

87.224

87.040

88.960

88.215

88.558

88.555

88.234

88.299

88.292 88.114

88.13988.311

88.312

88.133

88.163 88.360

88.360

88.24688.229 88.14088.122 88.01888.000 87.90887.889 87.75587.759

87.720

87.70787.694

87.702 87.621

87.60887.586 87.516 87.501

87.405

87.747

87.846

88.078

87.969

87.805

88.043

88.298

88.030

88.196

88.115

87.535

88.708

88.199

88.213 87.325

87.754

87.774

87.533

87.522 87.436

87.536

87.529

87.838

87.835

87.827

87.875

87.57887.615

87.815

87.813

87.822

87.890

88.095

88.089

88.054

87.827

87.881

88.589

88.565

86.688

86.475

86.566

87.489

87.414

87.103

87.132

87.198

87.165 87.145

87.103 87.123

87.807

87.813

87.845

87.817

87.812

87.716

87.723

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

87.492

87.504

87.441

87.474

87.596

87.091

87.088

87.710

87.717

87.287

87.407

87.415 87.257

87.190 87.178

87.927

87.807

87.811

88.536

88.722 88.674

88.676 88.719

88.054

88.106

88.306 88.458

88.540

88.406

88.386

88.300

88.134

87.931

88.181

88.351

88.486

88.541

88.474 88.296

88.177

87.990

88.161

88.303

88.216

88.074

87.900

87.909

87.798

88.074

88.311

88.096

88.083

88.194

88.317

88.402

88.353

88.210 88.061

87.936 87.812

87.736

87.719

87.629

87.523

87.368

87.262

87.184

87.254

87.307

87.451

87.585

87.682

87.665

87.924

88.068

88.250

88.144

87.977

87.816 87.612

87.383

87.264

87.752

87.952

88.077

88.103

87.868

87.767

87.630

87.245

87.150

87.089

87.075

86.960

86.661

86.631

86.906

87.054

87.017

86.882

86.731

86.481

86.517

86.678

86.71386.822

86.848

86.927

87.025

87.028

86.987

87.067 87.248

87.357

87.325

87.246

87.411

87.375

87.606

87.528

87.568

87.660

87.846

88.018

87.074

CURB

BIKELINE

TREE

SHRUB

INLET

CLINE

87.834

87.711

87.555

87.449

87.144

87.044

87.045

87.106

87.299

88.556

88.337

88.036

87.937

87.729

87.495

87.834

87.971

87.249

87.743

88.516

88.857

88.711

88.854

88.717

88.661

88.589

87.776

87.250

88.624

88.481

88.349

88.090

88.005

87.533

87.106

88.880

88.630

88.528

88.557

88.699

88.848

87.790

87.904

88.017

88.138

88.262

88.383

88.508

88.412

87.897

88.462

88.434

88.453

88.460

88.488

88.181

88.368

88.460

89.095

S T

W (P

V C , D

, A

S S

U M

E D

S T

(D=150, ASSUMED)

(A S S

U M

E D

E/P

ELEC

~A.C~

CNTR

C N

T R

C N

T R

FHT

(AS

SUMED)

(A S S U

M E D

BLDG. #S-362

BLDG. #S-360

S-669

S-368

T-633

S-386

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

SCALE : 1 / 250

GRAPHIC SCALE

SCALE: 1 : 250

5000 10000

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

J1-00065-3J

08 DEC 23

D - 24 - 02

C-2

43 5

OVERALL REMOVAL PLAN

C-3

C-4

C-5

S-382

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

10.

11.

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

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

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

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

GENERAL NOTES:

E S

2 14

FOR APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH

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.

12.

15.

16.

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

DETERMINE PROPER MATERIAL HANDING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

(ADMINISTRATIVE RULE).

OF THE STANDARD PREPARATION OF ESTIMATED PRICE,

COSTS SHALL BE APPLIED A STANDARD RATE UNDER ARTICLE 20

OFFICER) SHALL BE INCLUDED IN THE MAINTENANCE FEE. AND THE

CONTROL SYSTEM MANAGER), SSHO(SITE SAFETY AND HEALTH

COSTS FOR PM(PROJECT MANAGER), CQCSM(CONTRACTOR QUALITY17.

S/P

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

LEGEND:

SCALE : 1 / 150

FENCE

RWALL

WMH

BLDG

BLDG BLDG

SG SG

PAD

E/P

PCC PCC

STEP

STEPSTEP

STEP

STEP STEP

90.158

90.017

90.019

90.020

89.977

89.951

89.882

90.112

90.011

89.972

89.870

89.822

89.775

90.003

89.877

90.025

90.003

90.049

89.286

89.043

88.836

88.763

88.874

88.559

89.408

89.796

90.032

89.303

89.358

89.518

89.746

89.913

89.452

90.044

90.042

90.013

91.148

90.951

88.453

87.912

88.015

89.787

88.599

89.316

91.170

91.155

90.048

90.032 90.034

90.041

90.163

89.978

89.997

90.174

89.384

89.980 89.987

89.849 89.955

89.326

89.346

89.556

89.891

89.922 89.912

90.336

90.355

90.363

90.361

90.360

90.359

90.372

90.362

90.358

90.350

90.352

90.159

90.156

90.118 90.153

90.128

90.148

90.159

90.060

90.050

90.029

90.035

90.021

90.056

90.129

90.147

90.087

90.071

89.408

90.02590.025

90.354

89.536

90.113

89.197

90.345 90.37090.363

90.155

90.357

90.384

89.543 89.513

89.664

90.235

90.322

BLDG

90.036

89.439

W/V

BLDG. #S-360

E/PE/P

E/P

E/P E/P

NOT TO SCALE

KEY PLAN

1.0

90.0

A W

N O C

M A T

A W

N O C

REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING CONCRETE PAD

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

C-3

D - 24 - 02

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

08 DEC 23

J1-00065-3J

SEE DRAWING REF. NO. C-4

MATCH LINE

SEE DRAWING REF. NO. C-4

WMH

SG SG

PAD

STEP

89.913

89.452

90.048

90.032 90.034

90.041

89.978

89.997

89.891

89.922 89.912

90.336

90.355

90.352

90.159

90.354

90.345

W/V

E/PE/P

E/P

E/P E/P

W/V

FHT

W/V

R K

W/V

FHT

W/V

E/P

W/V

#S-382

BLDG.

CONC

S368

PAD

PADPAD

PAD

S669

STOOP STOOP

STOOP

87.594

88.468

88.298

87.813

87.822

88.589

88.565

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

88.536

88.722 88.674

88.676 88.719

88.306 88.458

88.540

88.406

88.386

88.300

88.134

87.931

88.181

88.351

88.486

88.541

88.474 88.296

88.177

87.990

88.161

88.303

88.216

88.074

88.311

E/P

ELEC

~A.C~

CNTR

C N

T R

C N

T R

FHT

BLDG. #S-362

BLDG. #S-360

S-669

S-368

T-633

S-386

W/V

C-3 C-5

C-4

PROJECT WORK LIMITS

2 54

REMOVAL NOTES

EXPENSE TO THE SATISFACTION OF THE CONTRACTIING OFFICER.

DISMANTLING, DEMOLISHING OR REMOVING AT THE CONTRACTORS

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION

LOCATION OF UTILITY LINES.

ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE

DRAIN, FUEL OIL, NATURAL GAS AND ELECTRICAL LINES) ARE SHOWN

UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM

REQUIREMENTS).

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

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR

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

REMOVAL PLAN (1 OF 3)

ITEMS TO BE REMOVED

E S

ON ELECTRICAL POLE WITH ASSOCIATED ACCESSORIES

REMOVE EXISTING CIRCUIT BREAKER ENCLOSURE

LINE WITH ASSOCIATED ACCESSORIES

REMOVE EXISTING OVERHEAD

3 14

WITH ASSOCIATED ACCESSORIES

REMOVE EXISTING ELECTRICAL POLE

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

LEGEND:

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

FHT

FENCE

RWALL

WMH

SMH

INLET

LINE

LINELINE

LINE

STOP

STOP STOP

STOPSTOP

TREE

BLDG

BENCH

MIRR

PIPE

S/MH

OBOB

GATE

PAD

E/P

E/P W/V

89.970

90.186

89.937

89.636

89.383

89.289

89.122

89.412

89.780

90.155

90.146

89.983

89.998

88.657

88.917

89.154

89.510

89.439

89.476

89.800

89.739

89.685

89.714 89.644

89.488

89.204

89.991

89.965

89.882

89.943

89.638

90.032

90.014

90.032

89.987 89.919

89.924

89.906

89.675

89.467

89.121 88.832

88.496

89.010

89.065

89.084

89.383

89.537

89.322

88.948

89.655

89.839

90.102

89.083

89.500

89.631

89.684

89.449 89.095

89.078

89.419 89.528

89.813 89.796

89.555

89.665

89.858

90.721

90.371

90.269

90.158

90.059

90.052

90.023

89.151

90.506

89.115

89.545

89.705

89.880

89.691

89.694

90.038

89.160

89.094

90.049

89.906

89.067

91.401

90.078

90.102

89.301

89.013

89.230

89.576

89.651

89.461

89.350

89.335

89.522

90.006

90.010

90.544

89.225

89.992 89.984

89.981

89.926

89.927

89.936 89.973

90.02690.015 90.027

90.103

89.995

89.262

89.507

89.443

89.352

89.373

89.355

89.372 89.081

89.164

89.675 89.667

89.964 89.960

89.790

89.546

89.244

90.067

89.916

89.928 89.925

90.01490.022

90.644

91.017

89.579

91.033

90.369

89.770

89.922

89.998

90.049 89.958

89.967

89.848

90.020

90.038

89.777

89.523

89.738

89.741

89.701

89.82889.820

89.715

89.692

89.871

90.033

90.056

90.113

90.059

89.075

89.041

89.866 89.895

89.669

89.662

89.848

89.845

89.857

90.147

90.133

90.155 90.169

89.714

89.657 89.916

90.117

FHT

W/V

R K

A S S

U M

E D

W/V

BLDG. #S-362

NOT TO SCALE

KEY PLAN

90.0

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

MATCH LINE

#S-382

BLDG.

REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING CHAIN-LINK FENCE AND GATES

REMOVE EXISTING CONCRETE CURB

REMOVE EXISTING PARKING STRIPES AND MARKINGS

REMOVE EXISTING WATER LINE, CUT AND PLUG

REMOVE EXISTING CONCRETE SLAB

EXISTING WATER VALVE BOX TO BE REPLACED

PROJECT WORK LIMIT

REMOVE EXISTING SEWER LINE, CUT AND PLUG

SEE THE ARCH. DRAWING

REMOVE EXISTING BUILDING, S-382,

REMOVE EXISTING WATER GATE VALVE & VALVE BOX

C-4

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

D - 24 - 02J1-00065-3J

08 DEC 23

WMH

SG SG

PAD

STEP

89.913

89.452

90.048

90.032 90.034

90.041

89.978

89.997

89.891

89.922 89.912

90.336

90.355

90.352

90.159

90.354

90.345

W/V

E/PE/P

E/P

E/P E/P

W/V

FHT

W/V

R K

W/V

FHT

W/V

E/P

W/V

#S-382

BLDG.

CONC

S368

PAD

PADPAD

PAD

S669

STOOP STOOP

STOOP

87.594

88.468

88.298

87.813

87.822

88.589

88.565

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

88.536

88.722 88.674

88.676 88.719

88.306 88.458

88.540

88.406

88.386

88.300

88.134

87.931

88.181

88.351

88.486

88.541

88.474 88.296

88.177

87.990

88.161

88.303

88.216

88.074

88.311

E/P

ELEC

~A.C~

CNTR

C N

T R

C N

T R

FHT

BLDG. #S-362

BLDG. #S-360

S-669

S-368

T-633

S-386

W/V

C-3 C-5

C-4

2 3 5

REMOVAL PLAN (2 OF 3)

W/V

E/P

FHT

W/V

E/P

ITEMS TO BE REMOVED

AND CONCRETE SUPPORT, CUT AND PLUG

REMOVE EXISTING RE-FILLING PIPE, (ASSUMED) WITH CAP

E S

LINE WITH ASSOCIATED ACCESSORIES

REMOVE EXISTING OVERHEAD

4 14

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

LEGEND:

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

RWALL

89.137

89.064

89.152

89.059

89.057 89.057

BLDG

PCC

PCCPCC

PCC

MP7

DMH

PLANTER

PLPL

PL PL PL PL PL PL PL PL PL PL

PL PL

PL PL PL PL

POST

B633

BLD

TREE

CONC

CONC CONC

CONC

CURB

ELEC

CONT

S368

FENCE

CNTR

PAD

PAD PAD

PAD

PADPAD

PAD

T/MH

E/PAD

E/PAD E/PAD

SPKR

S669

STOOP STOOP

STOOP

GL GL

GLGL

MP9

88.966

88.808

88.496

88.982

88.460

89.037

88.630

88.976

89.025

87.817

87.788

88.304

88.267

88.147

88.019

88.043

88.302

88.272

88.298

88.361

88.335

88.314

88.101

88.115

88.225

87.724 87.783

87.664

87.008

86.982

87.072

87.200

87.405

87.199

87.101

87.663

88.961

88.978

88.650

88.271

88.471

88.531

88.803

87.693

87.594

87.542

87.079

87.062

87.049 87.070

87.063 87.178

87.38987.353

87.366

87.396

87.337

87.319

87.333

87.398

88.985

88.199

88.175

88.148

88.108

88.017

87.912

87.784

87.607

87.373

87.293

87.299

87.320

87.339

87.348

87.364

87.402

87.409

87.428 87.489

87.607 87.797

87.897

88.468

88.373

88.319

88.604

87.303

87.326

87.224

87.040

88.960

88.215

88.558

88.555

88.234

88.299

88.292 88.114

88.13988.311

88.312

88.133

88.163 88.360

88.360

88.24688.229 88.14088.122 88.01888.000 87.90887.889 87.75587.759

87.720

87.70787.694

87.702 87.621

87.60887.586 87.516 87.501

87.405

87.747

87.846

88.078

87.969

87.805

88.043

88.298

88.030

88.196

88.115

87.535

88.708

88.199

88.213 87.325

87.754

87.774

87.533

87.522 87.436

87.536

87.529

87.838

87.835

87.827

87.875

87.815

87.813

87.822

87.890

88.095

88.089

88.054

87.827

87.881

88.589

88.565

86.688

86.475

86.566

87.489

87.414

87.103

87.132

87.198

87.165 87.145

87.103 87.123

87.807

87.813

87.845

87.817

87.812

87.716

87.723

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

87.492

87.504

87.441

87.474

87.596

87.091

87.088

87.710

87.717

87.287

87.407

87.415 87.257

87.190 87.178

87.927

87.807

87.811

88.536

88.722 88.674

88.676 88.719

88.054

88.106

88.306 88.458

88.540

88.406

88.386

88.300

88.134

87.931

88.181

88.351

88.486

88.541

88.474 88.296

88.177

87.990

88.161

88.303

88.216

88.074

87.900

87.909

87.798

88.074

88.311

88.096

88.083

88.194

88.317

88.402

88.353

88.210 88.061

87.936 87.812

87.736

87.719

87.629

87.523

87.368

87.262

87.184

87.254

87.307

87.451

87.585

87.682

87.665

87.924

88.068

88.250

88.144

87.977

87.816 87.612

87.383

87.264

87.752

87.952

88.077

88.103

87.868

87.767

87.630

87.245

87.150

87.089

87.075

86.960

86.661

86.631

86.906

87.054

87.017

86.882

86.731

86.481

86.517

86.678

86.71386.822

86.848

86.927

87.025

87.028

86.987

87.067 87.248

87.357

87.325

87.246

87.411

87.375

87.606

87.528

87.568

87.660

87.846

88.018

87.074

CURB

BIKELINE

TREE

SHRUB

INLET

CLINE

87.834

87.711

87.555

87.449

87.144

87.044

87.045

87.106

87.299

88.556

88.337

88.036

87.937

87.729

87.495

87.834

87.971

87.249

87.743

88.516

88.857

88.711

88.854

88.717

88.661

88.589

87.776

87.250

88.624

88.481

88.349

88.090

88.005

87.533

87.106

88.880

88.630

88.528

88.557

88.699

88.848

87.790

87.904

88.017

88.138

88.262

88.383

88.508

88.412

87.897

88.462

88.434

88.453

88.460

88.488

88.181

88.368

88.460

89.095

S T

(P V C , D

, A

S S

U M

E D

(D=150, ASSUMED)

(A S S

U M

E D

ELEC

CNTR

C N

T R

C N

T R

FHT

(AS

SUMED)

(A S S U

M E D

BLDG. #S-360

S-368

S-669

T-633

NOT TO SCALE

KEY PLAN

A W

N O C

M A T

A W

N O C

PROJECT WORK LIMIT

REMOVE EXISTING PARKING STRIPES AND MARKINGS

REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING CONCRETE CURB

REMOVE EXISTING TREE

REMOVE EXISTING CONCRETE SLAB

C-5

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

D - 24 - 02J1-00065-3J

08 DEC 23

WMH

SG SG

PAD

STEP

89.913

89.452

90.048

90.032 90.034

90.041

89.978

89.997

89.891

89.922 89.912

90.336

90.355

90.352

90.159

90.354

90.345

W/V

E/PE/P

E/P

E/P E/P

W/V

FHT

W/V

R K

W/V

FHT

W/V

E/P

W/V

#S-382

BLDG.

CONC

S368

PAD

PADPAD

PAD

S669

STOOP STOOP

STOOP

87.594

88.468

88.298

87.813

87.822

88.589

88.565

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

88.536

88.722 88.674

88.676 88.719

88.306 88.458

88.540

88.406

88.386

88.300

88.134

87.931

88.181

88.351

88.486

88.541

88.474 88.296

88.177

87.990

88.161

88.303

88.216

88.074

88.311

E/P

ELEC

~A.C~

CNTR

C N

T R

C N

T R

FHT

BLDG. #S-362

BLDG. #S-360

S-669

S-368

T-633

S-386

W/V

C-3 C-5

C-4

2 3 4

REMOVAL PLAN (3 OF 3)

~A.C~

S T

E/P E/P

E/P

ITEMS TO BE REMOVED

NOTE:

5 14

THE LOCATION INDICATED BY COR

RELOCATE EXISTING CONTAINERS TO

REMOVE EXISTING CONCRETE SLAB

AGENCIES AND COR.

COORDINATION WITH THE GUIDANCE OF USING

THE EXISTING CONTAINERS WILL BE RELOCATED IN

S-386

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

SCALE : 1 / 250

GRAPHIC SCALE

SCALE: 1 : 250

5000 10000

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

J1-00065-3J

08 DEC 23

D - 24 - 02

OVERALL SITE LAYOUT PLAN

FENCE

RWALL

WMH

BLDG

PAD

E/P

STEP

STEP STEP

90.158

90.020

89.977

89.951

89.882

90.112

89.775

90.003

89.877

90.025

89.286

89.043

88.836

88.763

88.874

89.408

89.796

90.032

89.303

89.358

89.518

89.746

89.913

89.452

90.044

90.042

90.013

90.951

88.453

87.912

88.015

89.787

88.599

91.170

90.048

90.034

90.163

89.978

90.174

89.384

89.980 89.987

89.955

89.326

89.346

89.556 89.912

90.336

90.363

90.361

90.360

90.359

90.372

90.358

90.350

90.352

90.159

90.156

90.118 90.153

90.148

90.159

90.060

90.050

90.029

90.021

90.129

90.071

89.408

90.354

90.113

89.197

90.363

90.155

90.384

89.543 89.513

90.322

BLDG

90.036

W/V

E/PE/P

E/P E/P

1.0

90.0

RWALL

89.137

89.064

89.152

89.059

89.057 89.057

BLDG

PCC

DMH

PL PL

POST

B633

BLD

TREE

CURB

ELEC

CONT

S368

FENCE

PADPAD

PAD

E/PAD

E/PAD E/PAD

SPKR

S669

STOOP STOOP

STOOP

GL GL

MP9

88.966

88.808

88.496

88.982

88.460

89.037

88.630

88.976

89.025

87.817

87.788

88.304

88.267

88.147

88.019

88.043

88.302

88.272

88.298

88.361

88.335

88.314

88.101

88.115

88.225

88.961

88.978

88.650

88.271

88.471

88.531

88.803

88.985

88.199

88.175

88.148

88.108

88.017

87.912

87.784

87.607

87.373

87.293

87.299

87.320

87.339

87.348

87.364

87.402

87.428 87.489

87.897

88.468

88.373

88.319

88.604

87.303

87.326

87.224

87.040

88.558

88.234

88.299

88.114

88.246

87.908 87.755

87.720

87.707 87.608

87.747

87.846

88.078

87.969

87.805

88.043

88.298

88.030

88.196

88.115

87.535

88.708

88.199

88.213

87.754

87.774

87.890

88.095

88.089

88.054

87.827

87.881

88.589

88.565

86.688

86.475

86.566

87.489

87.414

88.37388.381

88.759 88.732

88.735

88.736 88.770

88.544

88.538

87.710

87.717

87.287

87.407

87.415 87.257

87.190 87.178

87.927

87.807

87.811

88.536

88.722 88.674

88.676 88.719

88.054

88.106

88.306 88.458

88.540

88.406

88.386

88.300

88.134

88.351

88.486

88.541

88.474

88.303

88.216

87.909

87.798

88.096

88.083

88.194

88.402

88.353

88.210 88.061

87.936 87.812

87.736

87.719

87.629

87.523

87.368

87.262

87.184

87.451

87.585

87.682

87.665

87.924

88.068

88.250

88.144

87.977

87.816 87.612

87.383

87.264

87.752

87.952

88.077

88.103

86.661

86.631

88.018

87.074

CURB

BIKELINE

TREE

SHRUB

INLET

CLINE

87.834

87.711

87.555

87.449

87.144

87.044

87.045

87.106

87.299

88.556

88.337

88.036

87.937

87.729

87.495

87.834

87.971

87.249

87.743

88.516

88.857

88.711

88.854

88.717

88.661

88.589

87.776

87.250

88.624

88.481

88.349

88.090

88.005

87.533

87.106

88.880

88.630

88.528

88.557

88.699

88.848

87.790

87.904

88.017

88.138

88.262

88.383

88.508

88.412

87.897

88.462

88.434

88.453

88.460

88.488

88.181

88.460

89.095

E/P

ELEC

~A.C~

FHT

87.0

BLDG. #S-360

S-669

S-368

T-633

OVERALL SITE LAYOUT PLAN

C-6

E/P

FHT

FENCE

RWALL

SMH

LINE

STOP

STOP STOP

STOPSTOP

TREE

BLDG

BENCH

MIRR

S/MH

GATE

PAD

E/P

89.970

90.186

89.937

89.636

89.383

89.289

89.412

89.780

90.155

90.146

89.983

88.657

88.917

89.154

89.510

89.476

89.800

89.739

89.204

89.943

90.014

89.987 89.919

89.924

89.675

89.467

88.832

88.496

89.010

89.383

88.948

89.655

89.839

89.095

89.078

89.858

90.721

90.371

90.269

90.158

89.151

90.506

89.115

89.545

89.705

89.694

90.038

89.094

90.049

89.906

91.401

90.078

89.013

89.576

89.651

89.522

90.544

89.992 89.984

89.936 89.973

90.026 90.027

90.103

89.995

89.262

89.373

89.081

89.964

89.790

89.244

90.067

89.916

89.928 89.925

90.01490.022

90.644

91.017

90.369

89.770

89.922

89.998

89.848

90.020

89.524

89.523

89.738

89.820

89.715

89.692

90.056

90.113

90.059

89.075

89.669

89.662

89.845

90.133

90.155

89.657

FHT

W/V

FHT

W/V

E/P

W/V

90.0

~A.C~

BLDG. #S-362

C-7

C-8

C-9

6 14

S/P

S-386

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 CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

SCALE : 1 / 150

FENCE

RWALL

WMH

BLDG

PAD

E/P

STEP

STEP STEP

90.158

90.020

89.977

89.951

89.882

90.112

89.775

90.003

89.877

90.025

89.286

89.043

88.836

88.763

88.874

89.408

89.796

90.032

89.303

89.358

89.518

89.746

89.913

89.452

90.044

90.042

90.013

90.951

88.453

87.912

88.015

89.787

88.599

91.170

90.048

90.034

89.978

90.174

89.384

89.980 89.987

89.955

89.326

89.346

89.556 89.912

90.336

90.363

90.361

90.360

90.359

90.372

90.358

90.350

90.352

90.159

90.156

90.118 90.153

90.148

90.060

90.050

90.029

90.021

90.129

90.071

89.408

90.354

90.113

89.197

90.155

90.384

89.543 89.513

90.322

BLDG

90.036

BLDG. #S-360

E/PE/P

E/P

E/P E/P

NOT TO SCALE

KEY PLAN

SOD WITH TOP SOIL AND SOLID SODDING

(PROJECT WORK LIMIT)

PROVIDE EARTH FILL

5,500

6,100

(MIN.)

FENCE

89.122

89.987 89.919

89.924

89.452

89.115

87.897

S-386

T-633

S-669

S-368

W/V

ELEC

W/V

FHT

W/V

BLDG. #S-360

BLDG. #S-362

FHT

E/P

E/P E/P

E/P

~A.C~

FHT

1.0

90.0

M A T

2,750

SEE DRAWING REF. NO. C-8

MATCH LINE

SEE DRAWING REF. NO. C-8

A W

N O C

A W

N O C

C-7

C-8

C-9

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

08 DEC 23

J1-00065-3J D - 24 - 02

C-7

PROJECT WORK LIMIT

SEE DETAIL

INCLUDING BASE COURSE, (T=200)

CONSTRUCT GRAVEL PAVEMENT,(T=100)

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.1.

NOTES:

OR BETTER CONDITIONS.

CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE IMMEDIATELY TO ITS ORIGINAL

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A RESULT OF THE3.

STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH OMA

AGGREGATE SURFACE COURSE.

GRAVEL PAVEMENT SHALL BE IN ACCORDANCE WITH OMA SPECIFICATIONS 32 15 00,

8 96

SITE LAYOUT PLAN (1 OF 3)

SCOPE OF WORK

#1 (CONSTRUCTION/ALTERATION)

CONSTRUCT GRAVEL PAVEMENT INCLUDING BASE COURSE.

CONSTURCT NEW CONCRETE RAMP.

INSTALL STEEL GUARD RAILS.

5.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED PAVEMENT COMPOUND.

(REFECTIVE PAINT, WHITE, T=150)

PAINT PARKING STRIPES,

SEE SECTION

CONSTURCT NEW CONCRETE RAMP, (6,100 X 2.400)

W/V

SEE STANDARD DETAIL DRAWINGS, C-507 & C-508

INSTALL STEEL GUARD RAILS

(PROJECT WORK LIMIT)

SUBGRADE AND FINISH GRADE

EARTHWORK, EXCAVATE AND COMPACT

INSTALL PARKING STRIPES, (PE ROPE, D=30).

COVERED WITH SOLID SODDING AND TOPSOIL.

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

NEW PARKING LOT

LIGHTING FIXTURE TOWARD THE

ADJUST DIRECTION OF EXISTING

LEGEND:

EXST. WATER LINE

CONTOUR LINES

NEW GRAVEL PAVEMENT

NEW STEEL GUARD RAILS

EXST. CONCRETE PAD

7 14

INSTALL STEEL GUARD POSTS.5.

SEE GENERAL NOTES ON DRAWING REF. NO. C-2.1.

#2 (REPAIR/MAINTENANCE)

PAINT PARKING STRIPES.

#3 (GENERAL REQUIREMENTS)

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

REMOVE EXISTING CONCRETE SIDEWALKS.

REMOVE EXISTING CONCRETE CURBS.

REMOVE EXISTING CONCRETE SLABS.

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING PARKING STRIPES AND MARKINGS.

REMOVE EXISTING CHAIN-LINK FENCE AND GATES.

REMOVE EXISTING SEWER LINE, CUT AND PLUG.

REMOVE EXISTING WATER LINE, CUT AND PLUG.

REMOVE EXISTING WATER GATE VALVE & VALVE BOX.

REMOVE EXISTING TREE.

CONCRETE SUPPORT, CUT AND PLUG.

REMOVE EXISTING RE-FILLING PIPE WITH CAP AND

10.

11.

REPLACE EXISTING WATER VALVE BOX.

SLAB AND WALL.

REPLACE EXISTING STORM DRAIN MANHOLE COVER, TOP

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

12.

13.

14.

15.

16.SOD WITH TOP SOIL AND SOLID SODDING.

17.

18.

ELECTRICAL POLE WITH ASSOCIATED ACCESSORIES.

REMOVE EXISTING CIRCUIT BREAKER ENCLOSURE ON

19.

THE NEW PARKING LOT.

ADJUST DIRECTION OF EXISTING LIGHTING FIXTURE TOWARD

WITH ASSOCIATED ACCESSORIES.

REMOVE EXISTING ELECTRICAL POLE, AND OVERHEAD LINE

RELOCATE EXISTING CONTAINERS.

6.INSTALL SIGNS AND POSTS.

(PROJECT WORK LIMIT)

PROVIDE EARTH FILL

SEE DETAIL

INCLUDING BASE COURSE, (T=200)

CONSTRUCT GRAVEL PAVEMENT,(T=100)

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:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

FHT

FENCE

RWALL

SMH

LINE

STOP

STOP STOP

STOPSTOP

TREE

BLDG

BENCH

MIRR

S/MH

GATE

PAD

E/P

90.186

89.937

89.636

89.383

89.289

89.412

89.780

90.155

90.146

89.983

88.657

88.917

89.154

89.510

89.476

89.739

89.204

89.943

89.638

90.014

89.987 89.919

89.924

89.467

88.832

88.496

89.010

89.383

88.948

89.655

89.839

89.095

89.078

89.858

90.721

90.371

90.269

90.158

89.151

89.115

89.545

89.705

89.694

90.038

89.094

90.049

89.906

91.401

90.078

89.013

89.576

89.651

89.522

90.544

89.992 89.984

89.936 89.973

90.026 90.027

90.103

89.995

89.262

89.373

89.081

89.964

89.790

89.244

90.067

89.916

89.928 89.925

90.01490.022

91.017

90.369

89.770

89.922

89.998

89.848

90.020

89.524

89.523

89.738

89.820

89.715

89.692

90.056

90.113

90.059

89.075

89.669

89.662

89.845

90.133

90.155

89.657

FHT

W/V

FHT

BLDG. #S-362

90.0

NOT TO SCALE

KEY PLAN

FENCE

89.122

89.987 89.919

89.924

89.452

89.115

87.897

S-386

T-633

S-669

S-368

W/V

ELEC

W/V

FHT

W/V

BLDG. #S-360

BLDG. #S-362

FHT

E/P

E/P E/P

E/P

~A.C~

FHT

5,500

(MIN.)

6,100

SOD WITH TOP SOIL AND SOLID SODDING

(MIN.)

6,400

SCALE : 1 / 150

(ASSUMED)

SEE DRAWING REF. NO. C-7 SEE DRAWING REF. NO. C-7

MATCH LINE

C-7

C-8

C-9

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

08 DEC 23

J1-00065-3J D - 24 - 02

C-8

EXISTING SEWER LINE, CUT AND PLUG

EXISTING WATER LINE, CUT AND PLUG

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.1.

NOTES:

OR BETTER CONDITIONS.

CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE IMMEDIATELY TO ITS ORIGINAL

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A RESULT OF THE4.

STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH OMA

AGGREGATE SURFACE COURSE.

GRAVEL PAVEMENT SHALL BE IN ACCORDANCE WITH OMA SPECIFICATIONS 32 15 00,

AND PAVEMENT ELEVATION.

TOP OF MANHOLE COVERS AND VALVE BOXES SHALL MATCH THE FINISHED GRADE3.

PROJECT WORK LIMIT

SEE DETAIL

REPLACE EXISTING WATER VALVE BOX

6 97

SITE LAYOUT PLAN (2 OF 3)

(REFECTIVE PAINT, WHITE, T=150)

PAINT PARKING STRIPES,

6.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED PAVEMENT COMPOUND.

~A.C~

W/V

E/P

EL=89.701 (ASSUMED)

STORM DRAIN MANHOLE

TOP OF EXIST.

TBM

SEE STANDARD DETAIL DRAWINGS, C-507 & C-508

INSTALL STEEL GUARD RAILS

W/V

EXST. SEWER LINES

LEGEND:

EXST. WATER LINE

CONTOUR LINES

NEW GRAVEL PAVEMENT

NEW STEEL GUARD RAILS

(PROJECT WORK LIMIT)

SUBGRADE AND FINISH GRADE

EARTHWORK, EXCAVATE AND COMPACT

NEW PARKING STRIPE, (PE ROPE)

INSTALL PARKING STRIPES, (PE, ROPE, D=30)

AT EVERY 1,000mm.

ROPE FOR PARKING STRIPE SHALL BE ANCHORED/ NAILING BY STEEL BAR,(300mm LONG)

COVERED WITH SOLID SODDING AND TOPSOIL.

ALL UNPAVED, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT SHALL BE FULLY9.

8 14

S/P

SEE STANDARD DETAIL DRAWING, C-503 AND DETAIL

INSTALL SIGN AND POST,’ AFH TOWER OVERFLOW PARKING’

AND MASTER PLANNER.

CONTRACTOR SHALL COORDINATE THE LOCATION OF SIGN & POST WITH SAFETY 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:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

RWALL SG

89.152 89.057 89.057

BLDG

PCC

DMH

B633

BLD

TREE

CONC

CURB

ELEC

S368

FENCE

PAD

T/MH

E/PAD

SPKR

S669

STOOP STOOP

STOOP

GLGL

GL GL

MP9

88.966

88.808

88.496

88.982

89.037

88.976

87.817

88.304

88.267

88.147

88.043

88.272

88.361

88.335

88.115

88.225

88.961

88.271

88.803

88.985

88.175

88.148

88.108

87.912

87.607

87.373

87.339

87.364

87.402

87.428 87.489

87.607

87.897

88.319

88.604

87.326

88.558

88.299

88.246

87.755

87.720

87.846

88.078

87.969

87.805

88.043

88.030

88.196

88.115

87.535

88.708

88.199

87.754

87.774

87.827

87.822

87.890

88.095

88.589

88.565

86.688

86.475

86.566

87.489

87.414

87.845

88.736

88.538

87.596

87.091

87.717

87.287

87.407

87.415 87.257

87.178

87.927

87.811

88.536

88.722 88.674

88.719

88.054

88.106

88.458

88.406

88.386

88.300

88.134

88.351

88.486

88.474

88.303

87.909

87.798

88.096

88.083

88.194

88.402

88.353

87.936 87.812

87.523

87.368

87.184

87.307

87.58587.665

87.924

88.068

88.250

87.977

87.816 87.612

87.383

87.264

87.952

88.077

88.103

86.661

86.631

88.018

87.074

CURB

BIKELINE

TREE

INLET

CLINE

87.834

87.711

87.555

87.144

87.044

87.106

87.299

88.556

88.036

87.729

87.495

87.249

87.743

88.516

88.854

88.717

88.589

87.776

88.624

88.090

88.005

87.533

88.880

88.630

88.848

87.790

87.904

88.138

88.508

88.412

87.897

88.462

88.453

88.488

88.181

88.368

88.460

89.095

(D=150, ASSUMED)

(A S S

U M

E D

(A S S

U M

E D

ELEC

(A S S U

M E D

87.0

S-368

S-669

T-633

NOT TO SCALE

KEY PLAN

FENCE

89.122

89.987 89.919

89.924

89.452

89.115

87.897

S-386

T-633

S-669

S-368

W/V

ELEC

W/V

FHT

W/V

BLDG. #S-360

BLDG. #S-362

FHT

E/P

E/P E/P

E/P

~A.C~

FHT

BLDG. #S-360

SCALE : 1 / 1509

A W

N O C

M A T

A W

N O C 7 C-7

C-8

C-9

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

08 DEC 23

J1-00065-3J D - 24 - 02

C-9

2,750

(MIN.)

6,400

1,200

SOD WITH TOP SOIL AND SOLID SODDING

INSTALL PARKING STRIPES, (PE ROPE, D=30)

(PROJECT WORK LIMIT)

PROVIDE EARTH FILL

SEE DETAIL

INCLUDING BASE COURSE, (T=200)

CONSTRUCT GRAVEL PAVEMENT,(T=100)

PROJECT WORK LIMIT

SEE DETAIL

TOP SLAB AND WALL

REPLACE EXISTING STORM DRAIN MANHOLE COVER,

2,750

6 7 8

SITE LAYOUT PLAN (3 OF 3)

(REFECTIVE PAINT, WHITE, T=150)

PAINT PARKING STRIPES,

~A.C~

FHT

E/P E/P

E/P

S T

W W

S T

E/P

(PROJECT WORK LIMIT)

SUBGRADE AND FINISH GRADE

EARTHWORK, EXCAVATE AND COMPACT

EXST. SEWER LINES

EXST. WATER LINE

CONTOUR LINES

NEW GRAVEL PAVEMENT

ST EXST. STORM DRAIN LINE

G EXST. NATURAL GAS LINE

LEGEND:

NEW PARKING STRIPE, (PE ROPE)

9 14

E/P

SEE DETAIL

(TOTAL: 7EA)

INSTALL GUARD POSTS

SEE STANDARD DETAIL DRAWING, C-503 AND DETAIL

INSTALL SIGN AND POST,’ AFH TOWER OVERFLOW PARKING’

S/P

S-386

COVERED WITH SOLID SODDING AND TOPSOIL.

ALL UNPAVED, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT SHALL BE FULLY9.

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.1.

NOTES:

OR BETTER CONDITIONS.

CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE IMMEDIATELY TO ITS ORIGINAL

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A RESULT OF THE4.

STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH OMA

AGGREGATE SURFACE COURSE.

GRAVEL PAVEMENT SHALL BE IN ACCORDANCE WITH OMA SPECIFICATIONS 32 15 00,

AND PAVEMENT ELEVATION.

TOP OF MANHOLE COVERS AND VALVE BOXES SHALL MATCH THE FINISHED GRADE3.

6.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED PAVEMENT COMPOUND.

AT EVERY 1,000mm.

ROPE FOR PARKING STRIPE SHALL BE ANCHORED/ NAILING BY STEEL BAR,(300mm LONG)

AND MASTER PLANNER.

CONTRACTOR SHALL COORDINATE THE LOCATION OF SIGN & POST WITH SAFETY OFFICER

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.

J1-00065-3J

08 DEC 23

D - 24 - 02

C-10

10 14

NOT TO SCALE8 9 10

GRAVEL SURFACE COURSE, (T=100)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=200)

GRAVEL SURFACE PAVEMENT (TYP.)

D13@200 E.W.T.B

CONCRETE RAMP

SLOPE

BASE COURSE

(T Y P

SEE SITE LAYOUT PLAN

SLOPE(TYP.)

APPROX. 2,400

(ASSUMED)

EL.=90.16

EL.=90.35

(ASSUMED)

NOT TO SCALE7 10

2 CONCRETE RAMP SECTION

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.

FINISHED GRADE

DUST, & RUST (TYP.)

REMOVE ALL CONCRETE

CLEAN EXISTING REBAR TO

E X S T P

O R

M A

NOT TO SCALE

NEW CASTIRON MANHOLE COVER

9 10

3 ADJUST EXISTING MANHOLE TOP (TYP.) DETAILS

OVERFLOW PARKING SPACE

CONVERT CP OSCAR INTO AFH

CAMP WALKER

CONCRETE PAD

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

A B

PLAN - VALVE BOX

NOT TO SCALE8 10

4 GATE VALVE AND VALVE BOX (TYP.)

NOT TO SCALE

GUARD POST DETAIL (TYP)

9 10

POST FILLED WITH CONCRETE

150 mm DIA. STEEL PIPE GUARD

F.E.L

CONCRETE FOUNDATION

D13 WELDED TO STEEL PIPE

YELLOW

BLACK

1, 1, 150 150150

(SQ)

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 = 24 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

NOT TO SCALE9 10

SIGN DETAIL (TYP)

NOTES:

OVERFLOW

PARKING

TOWER

A.F.H WHITE BORDER

BLUE BACKGROUND

WITH WHITE LETTERS

WITH MASTER PLANNER.

CONTRACTOR SHALL COORDINATE THE SIGNS, (COLOR, SIZE AND LETTER)

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:

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:

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,…

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