Drawing.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

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 - 12

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:20 FEB 24

I5-00003-3J

CIVIL

C - 10

C - 11

C - 12

14 C - 13

15 C - 14

6 5 OF 14

7 6 OF 14

8 7 OF 14

9 8 OF 14

10 9 OF 14

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

PROJECT NO. I5-00003-3J, USAG DAEGU

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

C - 9

CIVIL

SCHEDULE DETAIL-1

SCHEDULE DETAIL-2

FIRE HYDRANT AND GUARD POST DETAILS

MISC. DETAILS

LOCATION PLAN-1 (CAMP CARROLL)

LOCATION PLAN-2 (CAMP WALKER)

LOCATION PLAN-3 (CAMP HENRY)

GENERAL NOTES, REMOVAL NOTES AND SCOPE OF WORKS

SITE LAYOUT PLAN -1 (FHT.#64)

SITE LAYOUT PLAN -2 (FHT.#68)

SITE LAYOUT PLAN -3 (FHT.#150)

SITE LAYOUT PLAN -4 (FHT.#182)

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

WATER SUPPLY DISTRIBUTION THRUST BLOCK DETAIL

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

T-646

S-671

S-672

S-673

S-674

S -644

T-780

T-508

S-86

S -7

S -7

S -7

T -6

T -5

T -7

T -5

S-961

T-533

T -5

S-714

S -8

T-377

T-584

T -3

T-3

S-531

T-417

T-863

T-765

T-368

T-507

T-772

S-967

T-924

T-575

T-696S-603

T-928

T-691

S-102

T-521

T-558

T-342

T-681

T-343

S-965

T-116

T-504

T-315

T-385

T-617

T-661

T-693

T-766

T-764

T-768

T-769

T-271

T-763

T-160

T-299

T-414

T-413

T-104

T-120

S-954

S-994

T-653

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

GATE 2

GATE 1

GATE 4

GATE 3

S-118 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

T-534

T-677

T-659

T-311

T-386

T-700

T-826

T-619

T-376

S-114

T-519

T-625

S-983

S-984

S-387

T-509B

T-509-2

T-578 Vehicle Scales

T-509-1

S-284

T-115

S-401

S-383 Bus Stop 9

S-933 Bus Stop 6

S-621 Vehicle Scales

S-701

T-369

S-378

T-89

T-513

S-669 Station

Hunter Brake

S-328

S-329

T-509C

T-503 Bus Stop 1

S-622

T-624

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 -9

S-136

S-403

T-565

S-253

S-250

S-977

S-676

S-254

S-573

S-946

S-998

S-203

S-841

S-123

S-938

S-657

S-914

T-516

S-341

S-911

S-113

T-520

S-913

S-141 S-143

S-142

S-264

S-731

S-101

S -309

S -2

S -7

S -9

T -9

T -9

S -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

S -8

S -9

T -5

S-9

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

S -6

T-206

S -3

S -9

T -3

S -3

S-154

S -9

S -8

S-974

S-321

S-

S-910S -4

S-340

S -6

S-349

S-301

S -611

T -3

S -6

S -7

S -7

S-140

S -6

S-718

S -7

S-137

S -6

S-842

S-351

S-512

S-205

S -5

S-336

S-239

S -9

S -3

S-267

S-509

T-359

S -3

S-532

S -9

S-655

S-208

T -7

S-702

S-163

S-304

T-515

S-733

S-732

S-642

S-627

T-384

S -3

T -5

T -3

S-312

S-666

S-420

S-973

T -3

T-580

S-679

T-996

S-925

T-997

S-931

T-631

T -2

S-131

S-919

T -3

T-521

S-395

S-397

S-918

S-944

T-195

T-196

T-198

T-197

T-194

T-199

S-119

S-739

S-3

S-647

T-261

S-164

S-626

T-130

S-717

S-402

T-572

T-189

T-406

T-193

T-958

S-88

S-348

T-581

S-265

S-640

S-953

S-411

S-664

S-654

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-771

S-95

T-409

S-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-820

S-87

S-150

S-144

WETLAND

CAMP CARROLL

S-870

CLINIC

HEALTH/DENTAL

S

DFAC

TEMF

S T O

R A G E

O R

G A N

IZ

A T

IO

N A L

UNION

S-719

T -9

Gate Access Farmer

T-3

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

N

GRAPHIC SCALE

(IN METERS)

CHI, K. K.

KU, HUN MO

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

D

M

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

Z

N

GUMI

DAEGU

CAMP CARROLL

80 160

SCALE: 1 :4000

SCALE : 1 / 40001

C-1

1 14

NOT TO SCALE

VICINITY MAP

LOCATION PLAN-1 (CAMP CARROLL)

(CAMP CARROLL)

LOCATION PLAN-1

#40

#182

#91

#215

#114

#64

#150

#103

#168

#195

#68

#176

THIS PROJECT

1 1 1 1 1

5 7 8 9 10- - - - -

I5-00003-3J

20 FEB 24

AND SITE PLANS

SEE THE SCHEDULE DETAIL

D - 24 - 12

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

0 60 120

N

SCALE: 1 : 3000 D - 24 - 12

CHI, K. K.

AS SHOWN

KU, HUN MO

STOP

E

E

S

S

S

S-398

S-363

S-373S-372 S-367

S-409

T-392T-391T-390

T-235 Golf Course

S-468

T-445

S

T-444

S

S

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

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

T

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

S-205

S-208

S-261

S

S-260

S-202

S-217

S-212

S

S-222

S-382

S-362

T

T

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

S

S-161

T-158

S-617

S-57

S-57

S-574

S-556

S

S 1S-566

T-569

S-57

S-57

S-584

T-614

S

S -602

S-601

S

S

S

S

S-

S- 2S-221

T-573

S

S-267

S

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S

S-592

T-594

S

S

S-379

S-374

T

S-310

T-340

S-330

T-341

SUBSTATION

MIDDLE / HIGH SCHOOL

S-321

S-359

GATE 4

S-393

APSAN OVERPASS BRIDGE

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

S

S

S

S-315

S

S-226

S-316

S

S

S

S-237

CDC

S-

S-

S-

S

S-182 S-555

S-557

S-228

S-230

S-227

S-616

P A R

K

IN

G

S T R

U C T U

R E

P A R

K

IN

G

S T R

U C T U

R E

TOWER 2

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

TOWER 3

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

T O

W E

R

F A

M

IL

Y

H O

U S

IN

G

T O

W E

R

F A

M

IL

Y

H

U S

IN

G

LOT

PARKING

LATRINE

S-265

(U N

D E

R

C

N S T R

U C

T

IO

N

L O

D G

E

S-232

S-250

POND

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

D

M

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

Z

N

GUMI

DAEGU

CAMP WALKER

NOT TO SCALE

VICINITY MAP

THIS PROJECT

#17

#49

- SCALE : 1 / 30002

LOCATION PLAN-2 (CAMP WALKER)

CIVIL

(CAMP WALKER)

LOCATION PLAN-2

2 14 C-2

6-

SEE THE SCHEDULE DETAIL

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

20 FEB 24

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

D

M

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

Z

N

GUMI

DAEGU

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.

DESIGNED BY

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:

HGFEDCBA

AS SHOWN

CAMP HENRY

NOT TO SCALE

VICINITY MAP

N

VICTORY FIELD

TVPC

T-1852

S-1

T -1

S-1543

T-1007

T-1319

T-1607

T-1407

S-1423

Memorial

3.1 Movement

D A

E B

O N

G N

O S

T R

E E

T

A A

V E

N U

E

R O

U T

E

1ST STREET

C A

V E

N U

E

7TH STREET

3RD STREET

2ND STREET

6TH STREET

A AVENUE

R O

U T

E

S-1504

S-1856

S-1305

T-1569

T-1570

S-1703

S-1705

S-1712

T-1671

S -1

S -1

S -1

T-1531

S -1

T-1325

S -1

S-1106

S-130

S-1107

S-1121

S -1

S-1505

S-1815

S-1639

S-1253

S-1501

S-1516

S -1

S-1847

S-1252

S-1420

S-1522

S-1530

S-1814 S-1810

S-1251

S-1415

S-1805

S-1685

S-1669

S-1600

S-110

S-11

S-1220

S-1217

S-1250

S-1410

S -1

S-1131

S-11

S-1154

S-1241

S-1208

S-1650

S-1652

S -1

S-1801

S-1715

T-1001

S-1653

S-1654

S-1845

S-1844

S-1835

S-1680

S-1304

S-1701

S-1318

S-1707

S-2546

T-1227

T-1312

T-1706

S-2543

S-1622

S-1103

S-1153

S-1211

S-1221 S-1222

S-1225 T-1229

S-131

S-1320

DFAC

BARRACK

D o l-H a ru b a n g

S -1

VPC

S-1840

S-1621

S-1662 S-1664

S-1101

S-1124

S-1425

THIS PROJECT

SCALE : 1 / 1500

LOCATION PLAN-3 (CAMP HENRY) GRAPHIC SCALE

(IN METERS)

SCALE: 1 :1500

- 3

#17

CIVIL

(CAMP HENRY)

LOCATION PLAN-3

C-3

3 14

KU, HUN MO

CHI, K. K.

6-

SEE THE SCHEDULE DETAIL

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

D - 24 - 12

KU, HUN MO

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

14.

13.

10.

11.

12.

IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

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

AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL TO THE DESIGN

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

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

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

PROJECT SITE ORIENTATION PRIOR TO SUBMISSION OF CONTRACT PROPOSAL.

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE

COMMENCING WORK ON THE PROJECT.

BY THE COR AND SHOULD BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION OF THE JOB

LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

OF ALL NATURAL OBSTRUCTIONS, SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND CLEARED/REROUTED

VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR ROAD FOR

MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND OTHER UTILITY

OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST DEPTH UNLESS

SUCH AS FORMWORKS AND SHORING WITHOUT ANY ADDITIONAL COST.

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING FALSEWORK

DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

FIELD OFFICES AND STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO LAY

ACCORDING TO O&MA SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S TEMPORARY FACILITIES

AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS AND STATIONS

16.

15.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL HANDLING METHODS.

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS WITHIN

OFFICER.

REMOVING AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE CONTRACTING

ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING, DEMOLISHING, OR

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

PROJECT, KOREA, REVISION1, 30 OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

MANAGEMENT COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA

O & MA PROJECT, KOREA, 30 NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS, FOR

N/A

REMOVAL NOTES:

1.

2.

3.

4.

OTHERWISE NOTED.

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

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS INDICATED AND REQUIRED.

I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS,

GOVERNING STANDARDS FOR KOREA AND USFK PAM 200-1.

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

5.

TABLE 2-7 (DUST REDUCTION REQUIREMENTS).

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH THE USFK REGULATION 201-1,

LOCATION OF UTILITY LINES.

AND ELECTRICAL LINES) ARE SHOWN ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN, NATURAL GAS, COMMUNICATION6.

EXPENSE TO THE SATISFACTION OF THE CONTRACTIING OFFICER.

OF THE ITEMS DAMAGED BY DISMANTLING, DEMOLISHING OR REMOVING AT THE CONTRACTORS

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR ORIGINAL CONDITIONS7.

SCOPE OF WORK (CARROLL)

PROVIDE STEEL GUARD POSTS WITH CONCRETE FOOTINGS.

PROVIDE WATER GATE VALVES AND VALVE BOXES.

1.

SOD WITH TOP SOIL AND SOLID SODDING.

REROUTE AND RESTORE UNDERGROUND UTILITY LINES.

#1 (REPAIR/MAINTENANCE)

2.

4.

7.

8.

9.

#2 (GENERAL REQUIREMENT)

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

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.2.

SCOPE OF WORK (WALKER)

SCOPE OF WORK (HENRY)

CIVIL

C-4

4 14

GENERAL NOTES:

20 FEB 24

I5-00003-3J D - 24 - 12

3.

REPAINT EXISTING PAVEMENT STRIPES AND FIRE LANES.

REMOVE EXISTING FIRE WATER LINE, CUT AND PLUG.

REMOVE EXISTING STEEL GUARD RAILS.

PAINT PAVEMENT STRIPE AND FIRE LANE.

AND OTHER FITTINGS, THRUST BLOCKS AND ANCHOR BLOCKS WITH NEW.

REPLACE EXISTING FIRE HYDRANTS INCLUDING NECESSARY ACCESSORIES

REPLACE EXISTING STEEL GUARD POSTS WITH CONCRETE FOOTINGS WITH NEW.

THRUST BLOCK AND ANCHOR BLOCKS WITH NEW.

TAPPING VALVE, VALVE BOX, NECESSARY ACCESSORIES AND OTHER FITTINGS,

REPLACE EXISTING FIRE WATER LINE, (D=150) INCLUDING TAPPING SLEEVE,

REPLACE EXISTING WATER GATE VALVES AND VALVE BOXES WITH NEW.

5.

REPLACE EXISTING CONCRETE WALL AND STEEL HANDRAIL WITH NEW.6.

PROVIDE ASPHALT CONCRETE PAVEMENT, BASE COURSE AND SUBBASE COURSE.10.

REMOVE EXISTING CONCRETE PIT.

11.

12.

13.

14.

15.

16.

COURSE WITH NEW, SAME AS EXIST.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT, BASE COURSE AND SUBBASE

1.

SOD WITH TOP SOIL AND SOLID SODDING.

REROUTE AND RESTORE UNDERGROUND UTILITY LINES.

#1 (REPAIR/MAINTENANCE)

2.

4.

3.

REPAINT EXISTING PAVEMENT STRIPES AND FIRE LANES.

AND OTHER FITTINGS, THRUST BLOCKS AND ANCHOR BLOCKS WITH NEW.

REPLACE EXISTING FIRE HYDRANTS INCLUDING NECESSARY ACCESSORIES

REPLACE EXISTING STEEL GUARD POSTS WITH CONCRETE FOOTINGS WITH NEW.

REPLACE EXISTING WATER GATE VALVES AND VALVE BOXES WITH NEW.

5.

6.

#2 (GENERAL REQUIREMENT)

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

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.2.

1.

SOD WITH TOP SOIL AND SOLID SODDING.

REROUTE AND RESTORE UNDERGROUND UTILITY LINES.

#1 (REPAIR/MAINTENANCE)

2.

4.

3.REPAINT EXISTING PAVEMENT STRIPES AND FIRE LANES.

AND OTHER FITTINGS, THRUST BLOCKS AND ANCHOR BLOCKS WITH NEW.

REPLACE EXISTING FIRE HYDRANT INCLUDING NECESSARY ACCESSORIES

5.

6.

#2 (GENERAL REQUIREMENT)

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

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.2.

REPLACE EXISTING WATER GATE VALVE AND VALVE BOX WITH NEW.

PROVIDE STEEL GUARD POSTS WITH CONCRETE FOOTINGS.

AND SCOPE OF WORKS

GENERAL NOTES, REMOVAL NOTES

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

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

MUST BE STORED IN ACCORADANCE WITH THE CODE OF REGULATION 1910 SUBPART H AND

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED DURING THE PROJECT17.

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 CIVIL

KU, HUN MO

CHI, K. K.

C-5

N/A

#40

#64

COLOR ON THE CONCRETE CURB.

CONTRACTOR SHALL COORDINATE WITH FIRE DEPARTMENT FOR FIRE LANE AND MARK

2.1 METER FROM THE ROADWAY SHOULDER OR CURB LINE.

FIRE HYDRANT SHALL NOT BE INSTALLED CLOSER THAN 1 METER NOR FARTHER THAN

EARTH COVER OF FIRE WATER LINE SHALL BE 1,316MM IN THIS PROJECT.

FIRE HYDRANTS.

CONTRACTOR SHALL NOT PAINT OPERATING NUT WITH ACCESSORIES WHEN PAINTING

TO WATER MAIN, AND VALVE AT THE CONNECTION.

HYDRANTS SHALL BE INSTALLED WITH NOT LESS THAN 150mm (6 INCH) CONNECTION* SEE THE SITE PLAN

7-

-REPLACE FIRE HYDRANT

-SOD WITH TOP SOIL AND SOLID SODDING

-PROVIDE GUARD POSTS

-PROVIDE WATER GATE VALVE & VALVE BOX

-REPAINT FIRE LANE AND MARK

SCHEDULE DETAIL-1

LOCATION WORK ACTION NOTES REMARKS

SCHEDULE DETAIL-1

20 FEB 24

I5-00003-3J D - 24 - 12

#68

#91

#103

#114

#150

#168

#176

#182

#195

#215

-SOD WITH TOP SOIL AND SOLID SODDING

-REPLACE GUARD POSTS

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-PROVIDE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-PAINT FIRE LANE AND MARK

-SOD WITH TOP SOIL AND SOLID SODDING

-PROVIDE WATER GATE VALVE & VALVE BOX

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-SOD WITH TOP SOIL AND SOLID SODDING

-REPAINT FIRE LANE AND MARK

-PROVIDE WATER GATE VALVE & VALVE BOX

-REPLACE GUARD POSTS

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

SEE THE SITE PLAN

8-

SEE THE SITE PLAN

9-

SEE THE SITE PLAN

10-

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-PROVIDE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

HYDRANT AND WATER GATE VALVE IN THIS PROJECT.

THRUST BLOCKS, ANCHOR BLOCKS, AND WATER LINE (CAST IRON PIPE) BETWEEN FIRE

REPLACEMENT OF FIRE HYDRANT INCLUDES NECESSARY ACCESSORIES, OTHER FITTINGS,

-REMOVE FIRE WATER LINE

UNIT QUANTITY

EA

LM

LS

FIRE HYDRANT NO.

SET

SET

EA

SM

LM

SET

SET

LS

EA

LS

SET

SET

EA

LS

SET

SET

EA

LS

SET

SET

EA

LM

SET

SET

LS

EA

LM

SET

SET

LS

-PROVIDE GUARD POSTS

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

-REMOVE STEEL GUARD RAIL

-REMOVE FIRE WATER LINE

LM

SET

SET

LS

EA

LM

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-REPLACE FIRE WATER LINE

-REMOVE STEEL GUARD RAIL / CONCRETE PIT

SET

SET

LM

LM /EA /1

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-REPLACE WATER GATE VALVE & VALVE BOX

-PROVIDE AC PAVEMENT, BASE AND SUBBASE

-REPAINT PAVEMENT STRIPE, (’NO PARKING’)

-REPAINT PAVEMENT STRIPE, (’NO PARKING’)

SET 1

EA

SET

SM 30

SM

-REPLACE FIRE HYDRANT

-REPLACE GUARD POSTS

-REPLACE WATER GATE VALVE & VALVE BOX

-REPAINT FIRE LANE AND MARK

-SOD WITH TOP SOIL AND SOLID SODDING

EA

SET

SET

3-REPLACE CONCRETE WALL

LM 6

LS 1

LM

-REPLACE FIRE WATER LINE

-REPLACE AC PAVEMENT, BASE AND SUBBASE

-REPLACE FIRE HYDRANT

-SOD WITH TOP SOIL AND SOLID SODDING

-PROVIDE WATER GATE VALVE & VALVE BOX

-REPLACE CONCRETE WALL AND HANDRAIL

SET 1

LS 1

LM

LM

SM

SET

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

CARROLL

-REPLACE AC PAVEMENT, BASE AND SUBBASE SM 8

-PROVIDE GUARD POSTS EA 4

SHOWN ON THE DRAWINGS.

VALVES & VALVE BOXES, WATER LINES AND OTHER UNDERGROUND UTILITY LINES, NOT

CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING FIRE HYDRANTS, WATER GATE

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

5 14

COORDINATE WITH FIRE DEPARTMENT FOR COLOR AND NUMBERING BEFORE PAINTING.

WITH NFPA 291, USAG-DAEGU FIRE HYDRANT PAINTING STANDARDS, AND CONTRACTOR SHALL

FIRE HYDRANT BARREL, BONNET AND CAP COLORS SHOULD BE PAINTED IN ACCORDANCE

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPEC.

FULLY COVERED WITH SOLID SODDING AND TOP SOIL.

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

MEET THE CURRENT EXISTING CONDITION TO COR AND GET APPROVAL.

CONTRACTOR SHALL VERIFY THE SITE CONDITION AND SUBMIT SHOP DRAWINGS TO

*SEE THE DETAIL DRAWINGS,

11-

-11 12 12

-12

13 -

14 -

14 -

ELEC, POWER, TELEPHONE, CONTRIL LINES AS REQUIRED.

REROUTE AND RESTORE UNDER GROUND UTILITY LINES SUCH AS WATER, IRRIGATION,

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 CIVIL

KU, HUN MO

CHI, K. K.

N/A

SCHEDULE DETAIL-2

SCHEDULE DETAIL-2

20 FEB 24

I5-00003-3J D - 24 - 12

C-6

- 6

#17

#49

COLOR ON THE CONCRETE CURB.

CONTRACTOR SHALL COORDINATE WITH FIRE DEPARTMENT FOR FIRE LANE AND MARK

2.1 METER FROM THE ROADWAY SHOULDER OR CURB LINE.

FIRE HYDRANT SHALL NOT BE INSTALLED CLOSER THAN 1 METER NOR FARTHER THAN

EARTH COVER OF FIRE WATER LINE SHALL BE 1,316MM IN THIS PROJECT.

FIRE HYDRANTS.

CONTRACTOR SHALL NOT PAINT OPERATING NUT WITH ACCESSORIES WHEN PAINTING

TO WATER MAIN, AND VALVE AT THE CONNECTION.

HYDRANTS SHALL BE INSTALLED WITH NOT LESS THAN 150mm (6 INCH) CONNECTION*

WORK ACTION

#17

HYDRANT AND WATER GATE VALVE IN THIS PROJECT.

THRUST BLOCKS, ANCHOR BLOCKS, AND WATER LINE (CAST IRON PIPE) BETWEEN FIRE

REPLACEMENT OF FIRE HYDRANT INCLUDES NECESSARY ACCESSORIES, OTHER FITTINGS,

UNIT QUANTITY

EA

LM

LS

FIRE HYDRANT NO.

SET

SET

EA

SET

SET

-REPLACE GUARD POSTS

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

-REPAINT FIRE LANE AND MARK

-REPLACE GUARD POSTS

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

-REPAINT FIRE LANE AND MARK

-REPLACE FIRE HYDRANT

-REPLACE WATER GATE VALVE & VALVE BOX

-SOD WITH TOP SOIL AND SOLID SODDING

-REPAINT FIRE LANE AND MARK

-PROVIDE GUARD POSTS

LM

LS 1

SET 1

LM

LS 1

EA

SET

REMARKSNOTESLOCATION

WALKER

WALKER

HENRY

SHOWN ON THE DRAWINGS.

VALVES & VALVE BOXES, WATER LINES AND OTHER UNDERGROUND UTILITY LINES, NOT

CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING FIRE HYDRANTS, WATER GATE

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

6 14

COORDINATE WITH FIRE DEPARTMENT FOR COLOR AND NUMBERING BEFORE PAINTING.

WITH NFPA 291, USAG-DAEGU FIRE HYDRANT PAINTING STANDARDS, AND CONTRACTOR SHALL

FIRE HYDRANT BARREL, BONNET AND CAP COLORS SHOULD BE PAINTED IN ACCORDANCE

FULLY COVERED WITH SOLID SODDING AND TOP SOIL.

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

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPEC.*

MEET THE CURRENT EXISTING CONDITION TO COR AND GET APPROVAL.

CONTRACTOR SHALL VERIFY THE SITE CONDITION AND SUBMIT SHOP DRAWINGS TO

*SEE THE DETAIL DRAWINGS,

11-

-11 12 12

-12

13 -

14 -

14 -

ELEC, POWER, TELEPHONE, CONTRIL LINES AS REQUIRED.

REROUTE AND RESTORE UNDER GROUND UTILITY LINES SUCH AS WATER, IRRIGATION,

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

SCALE : 1 / 50

GRAPHIC SCALE

SCALE: 1 : 50

1000 2000500

TR

TR

TR

B617

B

SW

SW

SW

SW

STRT

STRT

STRT

AC

PL

PL

P L

N O P

A R

K

NOPARK

40.619

40.635

40.747

40.602

39.632

40.650

.6

40.632

40.630

40.932

40.750

40.473 40.437

40.496

40.928

41.070

40.9584 .9

.9

41.043

WV

N

SHRUB

~AC~

BLDG. #S-617

W/V

ITEMS TO BE REMOVED

LEGEND:

W/V

FHT

FIRE HYDRANT TO BE REPLACED

ANCHOR BLOCKS WITH NEW

ACCESSORIES AND OTHER FITTINGS, THRUST BLOCKS AND

REPLACE EXISTING FIRE HYDRANT INCLUDING NECESSARY

FOOTINGS WITH NEW

REPLACE EXISTING STEEL GUARD POSTS WITH CONCRETE

REPAINT PAVEMENT STRIPES FOR NO PARKING AREA

REROUTE AND RESTORE UNDERGROUND UTILITY LINES

SOD WITH TOP SOIL AND SOLID SODDING PROJECT WORK LIMITS

- 7

C-7

20 FEB 24

I5-00003-3J D - 24 - 12

REMOVE EXISTING FIRE WATER LINE

SITE LAYOUT PLAN -1 (FHT.#64)

(FHT.#64)

SITE LAYOUT PLAN -1

1, (T Y P

TO BE REPLACED

WATER GATE VALVE & VALVE BOX

(PVC, D=250, ASSUMED)

W

FHT

REPLACE EXISTING WATER GATE VALVE AND VALVE BOX WITH NEW

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

7 14

GL

AC

AC

CLF

GATE GATE GATE

GR

GR

FHT

E/P

W/V

SG

SG

INLET

CURB

CURB

CURB

53.036

53.164

53.200

53.306

53.263 53.200 53.199

53.351

52.882

53.187

53.166

53.043

53.013

52.988

52.620

52.892

52.858

53.052

53.244

53.561

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

GRAPHIC SCALE

ITEMS TO BE REMOVED

LEGEND:

W/V

FHT

FIRE HYDRANT TO BE REPLACED

- 8

C-8

SCALE : 1 / 75

30001500

SCALE: 1 : 75

N

TREE

TREE

SITE LAYOUT PLAN -2 (FHT.#68)

(FHT.#68)

SITE LAYOUT PLAN -2

~AC~

1,500

(TYP.)

SOD WITH TOP SOIL AND SOLID SODDING

REMOVE EXISTING FIRE WATER LINEPROJECT WORK LIMITS

THRUST BLOCKS AND ANCHOR BLOCKS WITH NEW

NECESSARY ACCESSORIES AND OTHER FITTINGS,

REPLACE EXISTING FIRE HYDRANT INCLUDING

REMOVE EXISTING STEEL GUARD RAIL

CONCRETE FOOTINGS

PROVIDE STEEL GUARD POSTS WITH

TO BE REPLACED

WATER GATE VALVE & VALVE BOX

W(PVC, D=150, ASSUMED)

W

PIV

E/P

W/V

REROUTE AND RESTORE UNDERGROUND UTILITY LINES

REPLACE EXISTING WATER GATE VALVE AND VALVE BOX WITH NEW

FHT

W/V

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

20 FEB 24

8 14

SW

SW

HR

HR

HR

CLF

CLF

CLF

FHT

RW

ACACAC

AC

AC

49.026

48.987

49.159

49.167 49.160

48.920

48.765

48.699

48.986 49.213

48.986 48.969

48.909

49.170

48.81648.63848.536

48.715

48.769

SHRUB

SHRUB

N

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

SCALE : 1 / 50

GRAPHIC SCALE

SCALE: 1 : 50

1000 2000500

9- D - 24 - 12I5-00003-3J

20 FEB 24

C-9

SITE LAYOUT PLAN -3 (FHT.#150)

(FHT.#150)

SITE LAYOUT PLAN -3

~AC~

TREE

TREE

48.877

WV

W

(ASSUMED)

S/P

L/P

W

(P V C

D

A S S

U M

E D

W/V

FHT

ANCHOR BLOCKS WITH NEW

ACCESSORIES AND OTHER FITTINGS, THRUST BLOCKS AND

REPLACE EXISTING FIRE HYDRANT INCLUDING NECESSARY

REROUTE AND RESTORE UNDERGROUND UTILITY LINES

EXISTING WATER LINE, CUT AND PLUG

AND SUBBASE COURSE WITH NEW, SAME AS EXIST

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT, BASE COURSE

PROJECT WORK LIMITS

ANCHOR BLOCKS WITH NEW

ACCESSORIES AND OTHER FITTINGS, THRUST BLOCK AND

TAPPING SLEEVE, TAPPING VALVE, VALVE BOX, NECESSARY

REPLACE EXISTING FIRE WATER LINE, (D=150) INCLUDING

PROVIDE WATER GATE VALVE AND VALVE BOX

SOD WITH TOP SOIL AND SOLID SODDING

ITEMS TO BE REMOVED

LEGEND:

W/V

FHT

FIRE HYDRANT TO BE REPLACED

TO BE REPLACED

WATER GATE VALVE & VALVE BOX

COURSE TO BE REPLACED

AC PAVEMENT, BASE AND SUBBASE

STEEL HANDRAIL WITH NEW

REPLACE EXISTING CONCRETE WALL AND

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

9 14

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CIVIL

AS SHOWN

KU, HUN MO

CHI, K. K.

GRAPHIC SCALE

ITEMS TO BE REMOVED

LEGEND:

W/V

FHT

FIRE HYDRANT TO BE REPLACED

- SCALE : 1 / 75

30001500

SCALE: 1 : 75

SITE LAYOUT PLAN -4 (FHT.#182)

(FHT.#182)

SITE LAYOUT PLAN -4

TO BE REPLACED

WATER GATE VALVE & VALVE BOX

N

GR

GR

GR

GR

AC

AC

HB

HB

SB

SB

SB

BLDG

BLDG

STOOP

STOOP

STOOP

BLD

BLD

32.737

32.525

32.538

32.601

32.571

32.481

32.416

32.496

32.730

32.568

32.572

32.764

32.730

33.052

33.041

33.118

33.195

33.138

33.142

33.136

WV

BLDG. #S-837

~PCC~

~AC~

10 14 C-10

FHT PIT

(PVC, D=150, ASSUMED)

W

REMOVE EXISTING STEEL GUARD RAIL

PROJECT WORK LIMITS

1,5

(T Y P

REROUTE AND RESTORE UNDERGROUND UTILITY LINES

BLOCKS WITH NEW

OTHER FITTINGS, THRUST BLOCK AND ANCHOR

VALVE BOX, NECESSARY ACCESSORIES AND

INCLUDING TAPPING SLEEVE, TAPPING VALVE,

REPLACE EXISTING FIRE WATER LINE, (D=150)

EXISTING WATER LINE, CUT AND PLUG

ANCHOR BLOCKS WITH NEW

ACCESSORIES AND OTHER FITTINGS, THRUST BLOCKS AND

REPLACE EXISTING FIRE HYDRANT INCLUDING NECESSARY

REMOVE EXISTING CONCRETE PIT

PROVIDE STEEL GUARD POSTS WITH CONCRETE FOOTINGS

EXISTING SOUND BAFFLE WALL TO REMAIN

AND SUBBASE COURSE WITH NEW, SAME AS EXIST

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT, BASE COURSE

COURSE TO BE REPLACED

AC PAVEMENT, BASE AND SUBBASE

BOX WITH NEW

REPLACE EXISTING WATER GATE VALVE AND VALVE

FHT

W/V

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OF

FES

W

CONC. THRUST BLOCK

COLLAR

VALVE BOX W/CONCRETE

WATER MAIN

THRUST BLOCK

GATE VALVE

1, NOT TO SCALE

STEEL PIPE

50mm DIA. GALVANIZED

FIRE HYDRANT

450 450

NOT TO SCALE

PLAN

GUARD POST SECTION

GUARD POST PLAN

ELEVATION

FIRE HYDRANT

CONCRETE FOOTING

WELDED CAP

8mm THK. STL PLATE

M

IN

(TYP.)

A P P

R O

X

M

IN

F R

O S T

D E P T

H

63mm HOSE CONNECTION

FACING STREET

112mm PUMPER CONNECTION

375mm SQ CONCRETE COLLAR

(0.2 CUBIC METER)

STONE OR GRAVEL

FREE DRAINING BROKEN

AUTOMATIC DRAIN HOLE

CONCRETE THRUST BLOCK

VALVE BOX

GATE VALVE

THRUST BLOCK

TIE ROD

19mm DIA. STEEL

M

IN

1, 1, TRAFFIC MODEL

WITH AUTOMATIC DRAIN

FIRE HYDRANT-DRY BARREL

50mm DIA. GALVANIZED STEEL PIPE, (PAINTED)

STEEL PIPE, (PAINTED)

GUARD POST 100mm DIA. GALVANIZED

STEEL PIPE, (PAINTED)

100mm DIA. GALVANIZED

GUARD POST

300mm

C.I PIPE

FIRE HYDRANT INSTALLATION (TYP.) GUARD POST DETAIL (TYP.)

KU, HUN MO

CHI, K. K.

CIVIL

AS SHOWN

FIRE HYDRANT AND GUARD POST DETAILS

C-11

11 11

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

20 FEB 24

11 14

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

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-D16 BAR

2-D19 BAR

2-D13 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

SIZE

VALVE

SIZE

VALVE

(WIDE)

A

(WIDE)

A

(DEPTH)

B

(DEPTH)

B

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

A

GATE VALVE

B (SEE TABLE ABOVE RIGHT)

REBAR TIE ROD 2 EACH

M

IN

MIN.

VALVE BOX

C.I. TRAFFIC TYPE

SLIDE TYPE

OR 375mm DIA.

CONC. BASE 375mm SQ

150150

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

A

SECTION-A

NOT TO SCALE

TAPPING SLEEVE AND VALVE DETAIL

SHEET OF

- 12

- 12 - 12

KU, HUN MO

CHI, K. K.

CIVIL

AS SHOWN 12 14 C-12

AND TAPPING SLEEVE

WATER DISTRIBUTION, GATE VALVE& VALVE BOX,

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

PIPE

PIPE TRENCH WALL

D.I. OR C.I. TEE

THRUST BLOCK

B C

PIPE

PIPE TRENCH WALL

C

PIPE

BRANCH LINE

B

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

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

1,750

1,1251,125 750

1,500

1,3251,325

1,500 1,050

1,750

1,750

1,300

1,350300 1,350

TYPE

1,100

1,300

1,100

1,300

225450

1,575

DEPTH

A

1,800

PIPE SIZE

C

B

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

1,100

1,300

1,175

DEAD END

1,325

BA

1,175

DEPTH

1,325

C

9501,3501,350 450

1,525

1,525

475300

1,100

1,150

1,150

300225

225 400

450950 675675

300475

1,100

300300

300300

300 350 150350

450 450 150450

-225

225 300

225-

300225

150225

150300

TYPE

DEPTH

A

PIPE SIZE

C

B

DEPTH

BA

DEPTH

AC CB

DEPTH

BA

DEPTH

AC C

B

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

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

D

A

BEND 11 1/4 TO 90

M

IN

- NOT TO SCALE

THRUST BLOCK

KU, HUN MO

CHI, K. K.

CIVIL

C-13

13 14AS SHOWN

THRUST BLOCK DETAIL

WATER SUPPLY DISTRIBUTION

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KU, HUN MO

CHI, K. K.

CIVIL

AS SHOWN C-14

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

NOT TO SCALE-

PAVEMENT STRIPES (NO PARKING)2

PRIME COAT

ASPHALT CONCRETE PAVEMENT (T=75)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

NOT TO SCALE

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

NEW ASPHALT CONCRETE (TYP.)

1, FIRE HYDRANT

D13@200

NOT TO SCALE

SLOPE

1,200

14-

14-

BASE COURSE

SUBBASE COURSE

EXST. SIDEWALK

AC SURFACE

B

SECTIONPLAN

A

CONCRETE WALL WITH HANDRAIL

MORTAR

FORMED HOLE

HANDRAIL POST

STEEL PIPE

40mm GALVANIZED

SEE DETAIL ’A’

CONNECTION

WELD ALL

PAINT

DETAIL ’A’

1. PAINT HANDRAIL SURFACES IN ACCORDANCE WITH COLOR CODE GUIDANCE OF COR.

NOTE:

(MAX.)

2,000

C

HANDRAIL DETAIL

STEEL HANDRAIL

CONCRETE WALL

(T Y P

1, MISC. DETAILS

I5-00003-3J

REPLACE 15EA OF DEFECTIVE FIRE HYDRANTS

USAG DAEGU

20 FEB 24

14 14