Attachment-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 - 26

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:28 MAY 24

J1-00021-4J

CIVIL

PROJECT NO. J1-00021-4J, CAMP WALKER

C - 3

C - 4

C - 5

LOCATION PLAN

CAMP WALKER

CIVIL

C - 1

C - 2

FOR B393 (VMF)

SEPARATION OF STORM AND SEWER LINE

SITE LAYOUT PLAN

PROFILE, TYPICAL SECTION AND PCC PAVEMENT DETAIL

STEEL GRATING COVERED CONCRETE DITCH DETAIL

CONCRETE SURFACE INLET DETAIL

FOR B393 (VEHICLE MAINTENANCE FACILITY)

SEPARATION OF STORM AND SEWER LINE

D - 24 - 26

C-1

LOCATION PLAN

CIVIL

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:

AS SHOWN

HGFEDCBA

N

THIS PROJECT

1SEE THE PLAN

CHI, K.K.

SO, CHI MYONG

LOCATION PLAN1

1 SCALE : 1 / 3000

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :3000

12060

CAMP WALKER

J1-00021-4J

28 MAY 24

STOP

E

E

S

S

S

S-363

S-373S-372 S-367

S-409

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-720

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-257

S-205

S-208

S-261

S

S-260

S-202

S-217

S-212

S-222

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-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

S-310

T-340

S-330

T-341

SUBSTATION

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

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

LOT

PARKING

LATRINE

S-265

S-232

S-250

POND

COURT

BASKETBALL

S-652

S-649

S-653

S-398

S-

T

S-669

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

FAMILY HOUSING

FAMILY HOUSING

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

MIDDLE / HIGH SCHOOL

CHILDREN DEVELOPMENT CENTER

LODGE

S-233

FOR B393 (VMF)

1 5

MP1

BP

CLF

CLF

L/P.

S393 S393

S393

GL.

GL.GL.GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL. GL. GL. GL. GL.

GL.GL.

GL.GL.

GL. GL. GL.

GL.GL.GL.GL.GL.GL.GL.

GL. GL. GL. GL. GL. GL. GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

GL.

S/C.

G.M.K

G.M.K

G.L

G.L

G.L

G.L

S.M.H

S.M.H

STGR.

STGR. STGR. STGR.

STGR.STGR.

STGR.

STGR.

STGR.STGR.

CURB.

CURB.

CURB.

CURB.

CURB.

CURB.

CURB.

CURB.

CURB.CURB.

CURB.

CURB.

M.H

M.H

PAD.

PAD.

PAD.

PAD.

PAD.

PAD.

PAD.

PAD.

PAD.

PAD.

PAD. PAD.

PAD.PAD.

W.F

W.V

RW. RW.

BLD.

BLD.

INLET.

T.M.H

ELEC.

ELEC.

CNTR.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

VEHICLE.

77.000

77.000

77.109

77.266

76.953

77.191 77.173

77.185

77.023 77.01877.02477.022

77.018

77.056

77.039

77.066

77.157

77.159

77.160

77.137 77.081

77.116

77.122

77.161

77.186

76.986 76.977 76.981 76.984 76.988

77.09377.082 77.08577.085

77.178 77.166 77.162

76.84276.84176.86376.87676.90976.93176.956

76.934 76.919 76.882 76.862 76.829 76.811 76.801

76.809

76.982

76.936

76.877

76.858

76.975

76.938

76.954

77.168

77.044

77.000

77.048

76.956

76.969

76.980

77.036

77.301

76.959

76.954 76.964 76.968

76.96976.966

76.774

76.787

76.77876.768

77.181

77.267

77.153

77.143

77.319 77.352

77.185

77.090

76.94276.986

77.103

76.937

77.136

77.274

77.127

77.156

77.246

77.219

77.228

77.264

77.142

77.208

77.162

76.918

76.965 76.973

76.92476.919

77.222

77.097

77.086 76.939

77.285

76.856

77.178

76.933

76.849

76.922

77.183

77.245

77.227

76.908

77.040

77.040

77.026

77.040

77.085

77.089

77.075

77.098

77.112

77.092

77.102

77.119

CURB.

CURB.

CURB.

76.850

DRUM.

OB.

76.810

D - 24 - 26

CHI, K.K.

SO, CHI MYONG

CIVIL

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:

AS SHOWN

HGFEDCBA

N

C-2

GRAPHIC SCALE

L/P

S

BLDG. #S-393

L/P

S

E

T

CNTR

ELEC

ELEC

W/V

W/V W/VW/V

H/BIBB

H/BIBB

H/BIBB

H/BIBB

H/BIBB

H/BIBB H/BIBB

H/BIBB

H/BIBB

W

(PLP,D=50,ASSUMED)

G

S

(PVC

,D=20

0,A

SS

UMED)

SCALE: 1 :100

2000 4000

CON’C PAD

G

(PLP,D=50,ASSUMED)

CAMP WALKER

J1-00021-4J

28 MAY 24

SITE LAYOUT PLAN

BLD

BLD BLD BLD BLD

EL=76.933

TELE. MANHOLE

TOP OF EXIST.

TBM

SITE LAYOUT PLAN

REMOVAL NOTES

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

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

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

REQUIREMENTS).

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

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

UTILITY LINES.

DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF

FUEL OIL, NATURAL GAS AND ELECTRICAL LINES) ARE SHOWN ON THE

UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN,

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION TO

14.

13.

12.

15.

16.

GENERAL NOTES:

1.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

2.

3.

4.

5.

6.

7.

CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE PROJECT.

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

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEM

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

8.

9.

10.

11.

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

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

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

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING, OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

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

OF THE ARMY INSTALLATION MANAGEMENT COMMAND" AND "STANDARD

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

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DEPTH UNLESS OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST

ADDITIONAL COST.

FALSEWORK SUCH AS FORMWORKS AND SHORING WITHOUT ANY

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING

LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

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

TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

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

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

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

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

SODDING WITHIN THE WORK BOUNDARY.

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

17.

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

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

DURING THE PROJECT MUST BE STORED IN ACCORDANCE WITH THE

ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED

1.

4.

3.

5.

6.

7.

OB

DRUM

BLD

REROUTE AND RESTORE UNDERGROUND UTILITY LINES(ASSUMED)

PROJECT WORK LIMIT

SCALE : 1 / 100

RELOCATE EXISTING CABINET AND DRUM AS REQUIRED

STA.1+0.000

STA.1+39.066

1.CONTRACTOR SHALL SUBMIT THE JOINT LAYOUT DETAIL AND GET APPROVAL BEFORE CONSTRUCTION.

NOTE:

SEE THE DETAIL

REPLACE EXISTING PCC PAVEMENT INCLUDING BASE COURSE

2.

(PVC, D=25, ASSUMED)

1.FINISH SURFACE SHALL HAVE A POSITIVE DRAINAGE SURFACE.

TBM: TEMPORARY BENCH MARK

LEGEND:

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

REPLACE EXISTING STEEL GRATING COVERED CONCRETE DITCHES

FOR B393 (VMF)

SEPARATION OF STORM AND SEWER LINE

2 5

SCOPE OF WORK

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

1.

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

2.

3.

4.

5.

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN

ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

RELOCATE EXISTING BOLLARD.

RELOCATE EXISTING CABINET AND DRUM AS REQUIRED.

REPLACE EXISTING PCC PAVEMENT INCLUDING BASE COURSE.

REROUTE AND RESTORE UNDERGROUND UTILITY LINES(ASSUMED).

REPLACE EXISTING STEEL GRATING COVERED CONCRETE DITCHES.

PROVIDE STEEL GRATING COVERED CONCRETE DITCHES.

PROVIDE CONCRETE SURFACE INLET.

6.

7.

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

1SEE THE DETAILS

PROVIDE STEEL GRATING COVERED DITCHES

1SEE THE DETAIL

PROVIDE CONCRETE SURFACE INLET(SEDIMENTATION PIT)

RELOCATE EXISTING BOLLARD

STORM DRAINAGE LINE PROFILE

D - 24 - 26

CHI, K.K.

SO, CHI MYONG

CIVIL

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:

AS SHOWN

HGFEDCBA

C-3

CAMP WALKER

J1-00021-4J

28 MAY 24

TYPICAL SECTION

NOT TO SCALE

76.000

77.000

76.500

STEEL GRATING COVERED DITCHES, WITDH=400

77.500

76.000

77.000

76.500

77.500

75.50075.500

S T

A 1+

.9

S T

A 1+

.3

S T

A 1+

.0

S T

A 1+

.0

E L E

V A T

IO

N

(I

N

M E T E

R

SLOPE

REMARK

0.5% (MIN.)

S T

A 1+

.0

E L E

V A T

IO

N

(I

N

M E T E

R

LIGHTING POLE

(ASSUMED)

EXISTING SEWER LINE

(ASSUMED)

EXISTING SEWER LINE

STATION

NOT TO SCALE

PCC PAVEMENT

PAVEMENT

EXISTING

~NEW PCC PAVEMENT~

V A

R

IE

S

A S S

U M

E D

H e

H

75 75

E.J E.J

E.J

O.C

D13@200 O.C.E.W.

E.W : EACH WAY

: EXPANSION JOINT

: ON CENTER

CONCRETE PAVEMENT IS PLACED.

THAT THE INITIAL CONCRETE IS STILL PLASTIC WHEN THE REMAINDER OF THE

OF THE NEW PAVEMENT. PLACEMENT OPERATIONS SHOULD BE TIMED SO

PAVEMENT SHOULD BE CARRIED OUT IMMEDIATELY PRIOR TO CONSTRUCTION

PLACEMENT AND CONSOLIDATION OF THE NEW CONCRETE UNDER EXISTING

NOTE:

AND PCC PAVEMENT DETAIL

PROFILE, TYPICAL SECTION

5 FT MIN.MIN.

6 IN

MIN.

6 IN

O/W SEPARATOR

SEWER MANHOLE/

REINFORCING STEEL BAR

SCALE : HOR 1/100, VER 1/50

GRAPHIC SCALE

GRAPHIC SCALE

VER

SCALE: 1 :75

(ASSUMED)

CONCRETE PADCONCRETE DITCH

1500 3000

SCALE: 1 :150

3000 6000

HOR

FOR B393 (VMF)

3 5

B

D

E

C

CONC. DITCH W/STEEL GRATING

LONGITUDINAL REBARS

SEAT AND D13

DISCONTINUE GRATING

FIN GRADE

(SEE TABLE)

ANGLE BAR

@ 600 MAX.

WELDED TO ANGLE

D13 ANCHOR BAR

(SEE NOTE)

STEEL GRATINGS

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

CROSS BAR

PITCH OF

H

BEARING BAR

C

BEARING B

AR

P

ITCH O

F

B

STEEL GRATING SCHEDULE

450 & SMALLER

500 TO 600

650 TO 750

H

B

C

D

L70x70x6

ANGLE BAR

L80x80x6

L80x80x6

GRATING WIDTH

TWISTED

10 SQ CROSS BAR

GRATIN

G L

ENGTH

TRENCH WIDTH

GRATE FRAME

FLAT BAR

BEARING BARS

WELD TO

CROSS BARS

21 MPa CONC.

@ 200 O.C.

D13 BAR

TYP.S

L P

(21 MPa)

CONC. WALL

CEMENT FILLER

SEE NOTE

STEEL GRATING

O.C. E.W.

D13 @ 200

SLP.

DETAIL

SEE

WIDTH

GRATING

V A

R

IE

S

C D

E

A B

GRATING FRAME

WELDED TO

BEARING BARS

TABLE

SEE

V A

R

IE

S D

BEARING B

AR

H

S L P

THIS PROJECT

SLP.

D - 24 - 26

CHI, K.K.

SO, CHI MYONG

CIVIL

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:

AS SHOWN

HGFEDCBA

C-4

CAMP WALKER

J1-00021-4J

28 MAY 24

CONCRETE DITCH DETAIL

STEEL GRATING COVERED

PLAN SECTION

SECTIONDETAIL

STEEL GRATINGS

D

D D

D

MAX. AND AT CORNERS

@ 15.00 M O.C.

EXPANSION JT.

NOT TO SCALE

WIDTH(400)

TRENCH

T R

A N

C H

W

ID

T H (4

AND OILED @ 300 O.C

ONE END PAINTED

DOWEL400mm LONG.

19mm DIA. PLAIN BAR

@ 15M MAX.

(EXP. JOINT)

MATERIAL

JOINT FILLER

PREMLODED

13 mm THK.

FOR B393 (VMF)

4 5

B

C

D

V A

R

IE

S

SEE DETAIL

200 200600

600200

SECTION

O.C. E.W.

D13 @ 200

SECTION

NOTE:

: WHEEL LOAD= 79 KN(8.0 TONS)

SURFACE INLETS SHALL BE FOR 20-TON DESIGN TRUCK LOAD

WITH SPECS. MINIMUM TRAFFIC LOAD FOR STEEL GRATING ON

STEEL GRATINGS FOR CONCRETE SURFACE INLETS SHALL COMPLY

D - 24 - 26

CHI, K.K.

SO, CHI MYONG

CIVIL

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:

AS SHOWN

HGFEDCBA

C-5

CAMP WALKER

J1-00021-4J

A B

C D

CONCRETE SURFACE INLET DETAIL

SLOPE 0.5% (MIN)

OF PRINCIPAL INFLOWS

PENDICULAR TO DIRECTION

SO CROSS BARS ARE PER-

GRATING SHALL BE PLACED

8mm CROSS BAR GRATING

600200

SEE SITE LAYOUT PLAN

CONCRETE (DRAIN) SURFACE INLET

SHALLOW SURFACE INLET - PLAN

DETAIL

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

V A

R

IE

S

NOT TO SCALE

5mm

70mmX7mmX4mm @ 25mm O.C

I BAR

L - 70mmX70mmX6mm

10mmX150mm

8EA-ANCHOR

@ 200mm O.C.

D13 BAR

FOR B393 (VMF)

SEPARATION OF STORM AND SEWER LINE

28 MAY 24

5 5