KU-10001-2J_Drawing.pdf

PDF 4 MB Posted Feb 9, 2023

Attached to: MATOC, Replace Existing Helipad, H-609 at the Salem Site
Solicitation number: W90VN923R0050
Issued by: 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 - 23 - 03

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

C - 12

C - 23

C - 34

C - 45

USING AGENCY

C - 56

DATE:27 DEC 22

C - 67

C - 78

C - 89

C - 910

CIVIL

LOCATION PLAN

C - 1011 10 OF 13

C - 1112 11 OF 13

C - 1213 12 OF 13

C - 1314 13 OF 13

SITE LAYOUT PLAN

PCC PAVEMENT LAYOUT PLAN

KU-10001-2J

PROJECT NO. KU-10001-2J, SALEM SITE

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

REMOVAL PLAN

OVERALL SITE FENCING AND MARKER PLAN

HELIPAD PAVEMENT MARKING PLAN AND DETAILS

RETAINING WALL PLAN

TYPICAL SECTIONS

CHAINLINK FENCE PROFILE

PCC PAVEMENT DETAILS

TYPICAL RETAINING WALL DETAILS

DETAILS

MOORING POINT DEVICE AND STATIC GROUND DETAILS

S /P

P U

M P

F U

E L

9.00

1.00

0.40

H-60

H-609

S-2200 S-2102

0S-2207

THIS PROJECT

1SEE SITE PLANS

SITE BOUNDARY LINE

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

GRAPHIC SCALE

0- 2000010000

SCALE: 1 : 500

SCALE : 1 / 500

LOCATION PLAN

D - 23 - 03

LOCATION PLAN

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

C-1

1 13

KU-10001-2J

27 DEC 22

VICINITY MAP

N0T TO SCALE

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

SALEM SITE

GUMI

DAEGU

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 60002-

S/P

R A

S T E P S

~OPEN DITCH~

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

ON THE PROJECT.

BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

CONTRACTING OFFICER.

CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

10.

11.

12.

15.

16.

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONSTRUCTION OPERATIONS.

AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,

COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR

2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

DETERMINE PROPER MATERIAL HANDING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

GENERAL NOTES:

REMOVE EXISTING TREES AND SHRUBS

EXISTING HELIPAD TO BE REPLACED

AND SHRUBS

REMOVE EXISTING TREES

PROJECT WORK LIMITS

REMOVAL PLAN

TO BE REPLACED

EXISTING CONCRETE OPEN DITCH

REMOVAL NOTES

1.ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED, UNLESS OTHERWISE NOTED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS INDICATED AND REQUIRED.2.

STANDARDS FOR KOREA, USFK PAM 200-1.

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE KOREAN ENVIRONMENTAL GOVERNING4.

(DUST REDUCTION REQUIREMENTS).

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH THE USFK REGULATION 201-1, TABLE 2-76.

OF THE CONTRACTIING OFFICER.

DAMAGED BY DISMANTLING, DEMOLISHING OR REMOVING AT THE CONTRACTORS EXPENSE TO THE SATISFACTION CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

WITH THE GUIDANCE OF COR.

ALL SALVAGEABLE MATERIALS SHALL BE CLEANED AND RETURNED TO USING AGENCIES AND DPW IN ACCORDANCE

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

REMOVAL WORK LIMITS SHOWN ARE APPROXIMATE, EXISTING GROUND FEATURES SHALL BE USED AS DEMARCATIONS

ALL TREES, SHRUBS, ROCKS AND BOULDERS SHALL BE REMOVED IN THE PROJECT WORK LIMITS.

SITE BOUNDARY LINE

TO BE REPLACED

EXISTING RETAINING WALL

BPAD

BWALL

DIT

DITDIT

DIT

GLGL

MARK

MARKMARK

MARK

MEMOMEMO

MHMH

PAD

PADPAD

PAD

PAD PAD

PAD

ROCKROCK

ROCK

RWALL

RWALL RWALL RWALL

RWALL

~ROAD~

938.306

938.246 936.686

938.436 938.506

938.756

938.916

937.676

938.866

938.896

938.546 938.976

939.086

939.066

939.136

939.066

939.266

939.196

937.286

939.056

939.086

939.056

939.146

938.536

938.686

939.006

939.176 938.906

937.976

937.946

938.026

937.866

938.336

938.506 938.476

938.826

938.836 937.156

939.086

939.276

938.226

939.316

939.296

938.686

938.746

938.956

939.436

939.446

939.406

939.016

938.906

937.806

937.026

936.986

937.456

937.396

937.546

938.136

939.016

939.396939.376

939.376

939.396

939.536

939.516

939.496

939.536

939.436

939.246

939.086

939.036

938.816

938.946

938.916

938.826

938.976

939.076

939.396 939.416

939.426

939.396

939.246 939.566

939.556

940.006

940.436

940.446

939.886

939.596

939.556

939.586

939.446939.436

939.426

939.446

939.616

939.506

939.526 939.586

939.636

939.586 939.586

939.656

939.606939.596 939.566

939.626

939.636

939.556

939.526

939.526 939.566

939.496

939.206

939.396

939.336

939.546

939.536

939.666

939.746

940.736

940.186

939.926

939.706 939.676

939.676

940.176940.196

940.236

939.936

940.536940.446

939.886

939.936

939.606

939.596

939.296

938.916

939.536

939.356 939.106

939.516

939.096

939.416939.136

938.616

939.396

938.156

939.266

939.296

939.266

937.686

939.036938.976

938.656

938.306

938.946

939.236

939.256

939.316

939.286

939.266

939.326 939.376

939.386

939.356 939.376

939.386

939.376

939.356

939.396

939.386

939.466

939.456

939.476

939.446

939.526

939.546

939.556

939.576 939.586

939.576

939.596

939.586

939.596

939.656

939.636

939.626

939.286

938.866

938.976

939.356

939.296

939.606939.546

WITH LOCAL LOWS AND REGULATIONS.

DISPOSAL OF WASTE MATERIALS AND CONSTRUCTION DEBRIS SHALL BE REMOVED/ DISPOSED IN ACCORDANCE CONTRACTOR SHALL CARRY DOWN THE WASTE MATERIALS AND OTHER CONSTRUCTION DEBRIS ON SITE. AND5.

KU, HUN MO

CHI, K. K.

27 DEC 22

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

CIVIL

REMOVAL PLAN

KU-10001-2J D - 23 - 03

2 13 C-2

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

SITE LAYOUT PLAN

MEMO

PAD

RD ROCK

ROCK

S/P

R A

S T E P S

~ROAD~

EXISTING MONUMENT

10-

1SEE DETAIL

PAINT HELIPAD PAVEMENT MARKINGS

SEE THE SECTIONS, PLANS, AND DETAILS

REPLACE EXISTING HELIPAD, (34,000 X 30,000)

PROJECT WORK LIMITS

SEE O&MA SEPCIFICATIONS SECTION 31 00 00

(PROJECT WORK LIMIT)

COMPACT SUBGRADE AND FINISH GRADE

PROVIDE DRAIN LINE, (PVC, VG1, D=300)

S T

SEE THE NOTES

SOD WITH TOP SOIL AND SOLID SODDING

EL.=939.545

E 436942.544 N 3994472.809

HELIPAD CORNER#1

EL.=939.545

E 436971.160 N 3994491.169

HELIPAD CORNER#4

EL.=939.845

E 436926.344 N 3994498.059

HELIPAD CORNER#2

EL.=939.845

E 436954.961 N 3994516.419

HELIPAD CORNER#3

EL.=939.770

EL.=939.695

EL.=939.620

EL.=939.545

EL.=939.620

EL.=939.845

EL.=939.770EL.=939.770

EL.=939.620

EL.=939.695 EL.=939.695S

12-

12- 21.

NOTES:

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.2.

SCOPE OF WORK

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

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

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

PAINT HELIPAD PAVEMENT MARKINGS.

REPLACE EXISTING HELIPAD, (34,000 X 30,000) WITH NEW.

REMOVE EXISTING TREES AND SHRUBS.

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

PROVIDE DRAIN LINE, (PVC, VG1, D=300)

GRATING COVERED CONCRETE DITCH.

REPLACE EXISTING CONCRETE OPEN DITCH WITH NEW STEEL

SOD WITH TOP SOIL AND SOLID SODDING.

-"MILYANG" N:3927566.782 E:476775.02 (KOREA NCP; APS)

-"GPS28" N:3984488.078 E:323979.255 (CP CARROLL FED BRASS DISK)

-"2" N:3994356.180 E:436974.982 (X-MARKED)

-"21" N:3994346.710 E:436967.531 (PK NAIL")

*SURVEY BASED ON MONUMENTS:

BE FUNCTIONALIZED PROPERLY.

STORM DRAINAGE SYSTEM SUCH AS STORM LINE, CONCRETRE DITCH, AND HEADWALL SHALL3.

S L O

P E

11-

10-

939.61

939.936

939.886

939.546

940.186

939.926

939.746

939.706

939.676

940.446

939.936

940.236

940.196

939.546

939.596

939.556

939.566

939.396

939.246

939.396

939.076

939.246

939.086

939.036

938.816

938.976

938.946

938.916

938.826

937.456

937.396

937.546

938.136

939.016

938.906

937.806

936.986

SEE DETAIL

CONCRETE RETAINING WALLS

REPLACE EXISTING RETAINING WALLS WITH NEW

RETAINING WALLS.

REPLACE EXISTING RETAINING WALLS WITH NEW CONCRETE

PROVIDE CONCRETE BOUNDARY MARKERS.

OMA SPEC.

EARTH WORKED AREA SHALL BE PROPERLY STRUCTUAL EARTH FILLED AND COMPACTED IAW

THE EXACT LOCATIONS, AND SHALL DEVELOP THE APPROPRIATE PLAN.

THE CONTRACTOR SHALL VERIFY THE SITE CONDITION AND DO THE CONFIRMATIONS FOR

12-

AND SIGN BOARDS.

GATES, (W=1,200, H=2,400) WITH NECESSARY ACCESSORIES

PROVIDE CHAINLINK FENCE, (TYPE FE-7, H=2,400) AND SINGLE

E 436942.365 N 3994471.028

STA. 146.279

STA. 0+000

FENCE CORNER #1

E 436919.573 N 3994495.230

STA. 113+035

FENCE CORNER #4

E 436956.342 N 3994519.474

STA. 68.992

FENCE CORNER #3

E 436972.409 N 3994490.322

STA. 35+706

FENCE CORNER #2

13 13

DRAWINGS, C-603 & C-607

FENCE PROFILE, "C-9" AND STANDARD DETAIL

SEE OVERALL SITE FENCING AND MARKER PLAN, ’C-4’,

NECESSARY ACCESSORIES AND SIGN BOARDS

AND SINGLE GATE, (W=1,200, H=2,400) WITH

PROVIDE CHAINLINK FENCE, (TYPE FE-7, H=2,400)

DETAIL

AND MARKER PLAN, "C-4", AND

SEE THE OVERALL SITE FENCING

PROVIDE CONCRETE BOUNDARY MARKERS

SEE TYP. SECTIONS & DETAIL

NEW STEEL GRATING COVERED CONCRETE DITCH

REPLACE EXISTING CONCRETE OPEN DITCH WITH

COORDINATES ARE BASED ON WGS84, UTM ZONE 52N, CORRDINATE SYSTEM.

KU, HUN MO

CHI, K. K.

27 DEC 22

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

CIVIL

SITE LAYOUT PLAN

KU-10001-2J

AS SHOWN 3 13

D - 23 - 03

C-3

TEMPORARY FENCE SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD.

WITH THE GUIDANCE OF RELEVANT AGENICIES AND DPW.

SIGNS AND SIGN BOARDS SHALL BE INSTALLED ON THE NEW CHAIN-LINK FENCE IN ACCORDANCE

COVERED WITH SOLID SODDING AND TOPSOIL.

ALL UNPAVED, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT SHALL BE FULLY8.

FENCES AND GATES SHALL BE INSTALLED WITHIN THE SITE BOUNDARY LINES.

THE CONTRACTOR SHALL VERIFY THE COORDINATES FOR THE SITE BOUNDARY. AND CHAINLINK

SEE DETAIL

PROVIDE CONCRETE HEADWALL

PROVIDE CONCRETE HEADWALL.

#1 (REPAIR/MAINTENANCE)

#2 (GENERAL REQUIREMENTS)

10.

11.

P U

M P

F U

E L

9.00

1.00

0.40

H-60

S-2200 S-2102

0S-2207

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

0 2000010000

SCALE: 1 : 500

H-60

- SCALE : 1 / 5004

POINT NO. NORTH EAST

3994471.028 436942.365

436919.573

436956.3423994519.474

436972.4093994490.322

436944.0483994472.109

436957.3823994447.086

436951.5943994434.165

436951.5913994423.483

436950.9113994404.113

3994495.230

3994376.578 436956.976

3994370.385 436954.719

3994359.465 436956.522

3994303.189 436910.123

3994298.862 436915.027

3994294.421 436921.193

3994274.407 436934.974

3994264.827 436940.021

F-2

F-1

F-3

F-4

F-5

F-6

F-7

F-8

F-9

F-10

F-11

F-12

F-13

F-14

F-15

F-16

F-17

OVERALL SITE FENCING AND MARKER PLAN

POINT NO. NORTH EAST

3994258.003

436960.678

436954.0573994256.768

436947.0943994259.592

436906.4513994310.636

436905.3953994316.366

436905.5583994321.363

436907.9873994327.012

436910.8753994333.898

3994256.597

3994345.994 436913.471

3994359.336 436916.837

3994367.494 436923.501

3994371.464 436931.603

3994376.569 436937.303

436940.566

3994403.317 436949.044

3994423.483 436949.591

3994434.165 436949.594

3994447.086 436955.382

3994361.270 436957.704

3994343.954 437005.564

3994350.041 437011.702

3994361.195 437013.088

M-1

M-2

M-3

M-4

M-5

M-6

M-7

M-8

M-9

M-10

M-11

M-12

M-13

M-14

M-15

M-16

M-17

M-18

M-19

M-20

M-21

M-22

M-23

3994380.380

436975.514 PROJECT WORK LIMITS

M-15

M-14

M-13

M-11

M-9

M-7

M-5

M-8

M-6

M-10

M-12

F-13

F-14

F-15 F-16

F-17

M-4

M-3

M-2

M-1

M-16

M-17

M-18

M-19

M-20

M-21

M-22

M-23

F-12 F-11

F-10

F-9

F-8

F-7

F-6F-5

F-4

F-3

F-2

F-1

CHAIN-LINK FENCE

CONNECT TO EXISTING

CHAIN-LINK FENCE

CONNECT TO EXISTING

NEW SINGLE GATE

(WITHIN PROJECT WORK LIMITS)

SEE THE COORDINATES "A"

PROVIDE CONCRETE MARKERS

A (SITE MAIN BOUNDARY)

COORDINATES FOR MARKERS- COORDINATES FOR CHAIN-LINK FENCE

SITE BOUNDARY LINE

STANDARD DETAIL DRAWINGS, C-603 & C-607

SEE THE COORDINATES "B" AND

NECESSARY ACCESSORIES AND SIGN BOARDS

AND SINGLE GATES, (W=1,200, H=2,400) WITH

PROVIDE CHAINLINK FENCE, (TYPE FE-7, H=2,400)

STANDARD DETAIL DRAWINGS, C-603 & C-607

SEE THE COORDINATES "B" AND

NECESSARY ACCESSORIES AND SIGN BOARDS

AND SINGLE GATES, (W=1,200, H=2,400) WITH

PROVIDE CHAINLINK FENCE, (TYPE FE-7, H=2,400)

NEW SINGLE GATE

C-44 13

D - 23 - 03KU-10001-2J

OVERALL SITE FENCING AND MARKER PLAN

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

CIVIL

27 DEC 22

CHI, K. K.

KU, HUN MO

SCALE : 1 / 100

CIVIL

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

C-5

GRAPHIC SCALE

SCALE: 1 : 100

2000 40005

D - 23 - 03KU-10001-2J

HELIPAD PLAN

(15 CM) WIDE BLACK BORDER.

GROUNDING POINT, 18 INCH (45.72 CM) DIAMETER MARKING SHALL BE PROVIDED W/ 6 INCH

NOTES:

HELIPAD PAVEMENT MARKING PLAN

SCALE : 1 / 100

STATIC

CONNECTION

GROUND

GROUND POINT MARKING

GROUNDING POINT

CENTERED ON

YELLOW PAINT

RETRO REFLECTIVE

460 DIAMETERPAINT BORDER

150 WIDE BLACK

NOT TO SCALE

MOORING POINTS AND STATIC GROUNDS

1,300

12,000

3,400

STATIC GROUND

34,000

6,000 2,200 7,000

PLAN AND DETAILS

HELIPAD PAVEMENT MARKING

5 13

KU, HUN MO

CHI, K. K.

27 DEC 22

NOT TO SCALE

1, 1, ,1

4,8004,8002,2007,000

MOORING POINTS

REPLACE EXISTING HELIPAD, H-609

(1 EA, TYP.)

STATIC GROUND POINT

(6 EA, TYP.)

MOORING POINTS

6,100

CONTRACTION JOINT

6,100

(INLINE)

WHITE COLOR

SALEM SITE

MARKING OF HELIPAD SHALL BE WHITE RETROREFLECTIVE PAINT WITH 150MM BLACK OUTLINE.

(OUTLINE)

150MM BLACK COLOR

(SEE GROUND POINT MARKING DETAIL).

ALPHA-NUMERIC IDENTIFICATION MARKING. GROUND POINT WILL BE MARKED "S-1"

GROUND POINT MUST BE MARKED "STATIC GROUND CONNECTION" IN BLACK AND CONTAIN

YELLOW CIRCLE.

GROUNDING POINT SHALL BE ENCIRCLED W/ 18 INCH (45.72 CM) DIAMETER RETRO REFLECTIVE

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

C-6

GRAPHIC SCALE

SCALE: 1 : 100

2000 40006

D - 23 - 03

LEGEND:

CONTRACTION JOINT WITH DOWEL BARS

CONTRACTION JOINT WITH TIE BARS

EXPANSION JOINT

A P P

R O

X ,0

C O

N T R

A C

J O

T (8

JOINT

EXPANSION

JOINT

EXPANSION

CONCRETE RETAINING WALL

JOINT

LONGITUDINAL CONTRACTION

JOINT

TRANSVERSE CONTRACTION

APPROX. 34,000

CONTRACTION JOINT, (8 @ 4,250)

J O

T E

X P

A N

J O

T E

X P

A N

CONCRETE DITCH

STEEL GRATING COVERED

PCC PAVEMENT LAYOUT PLAN

PCC PAVEMENT

KU, HUN MO

CHI, K. K.

27 DEC 22

KU-10001-2J

PCC PAVEMENT LAYOUT PLAN

6 13

JOINT

EXPANSION

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

fy = 440 Mpa fy = 392 Mpa (GRADE 60) f’c = 24 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

MATERIAL STRENGTHS

3. WELDING ELECTRODE:

CONCRETE

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

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

19mm UNLESS OTHERWISE NOTED.

2. CHAMFER ALL EXPOSED EDGES OF CAST-IN-PLACE CONCRETE

300MM.

3. REINFORCING BAR LAP SPLICES SHALL NOT BE LESS THAN

LEAN CONCRETE f’c = 14 MPa

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

C-7

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

D - 23 - 03

ABBREVIATIONS

E.P.J.: EXPANSION JOINT

C.T.J.: CONTRACTION JOINT

A P P

R O

X ,3

E.P.J

8,650 8,500 8,500 8,650

C.T.J

APPROX. 34,300

C .T .J

E .P .J

E.P.J

C.T.J

RETAINING WALL PLAN

E .P .J

KU, HUN MO

CHI, K. K.

KU-10001-2J

7 13

27 DEC 22

RETAINING WALL PLAN

8,800E .P .J

E .P .J

’WALL’ TOP EL.=939.845

’WALL’ TOP EL.=939.770

’WALL’ TOP EL.=939.695

’WALL’ TOP EL.=939.620

’WALL’ TOP EL.=939.545 ’WALL’ TOP EL.=939.545

’WALL’ TOP EL.=939.620

’WALL’ TOP EL.=939.695

’WALL’ TOP EL.=939.770

’WALL’ TOP EL.=939.845

’W A L L T

O P

E L

’W A L L T

O P

E L

’W A L L T

O P

E L

C.T.J C.T.J

REPLACE EXISTING HELIPAD, H-609

’W A L L T

O P

E L

’W A L L T

O P

E L

8,800

SALEM SITE

~HELIPAD~

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.

KU-10001-2J

REPLACE EXISTING HELIPAD, H-609

C-8

8 13

TYPICAL SECTIONS

- 8 SCALE : 1 / 75

APPROX. 30,600 1,000

MIN.MIN.

1,000 1,100

(ASSUMED)

EXISTING FINISH GRADE

(ASSUMED)

EL=939.695

CONCRETE RETAINING WALL

PCC PAVEMENT, (T=200)

BASE COURSE, (T=300)

CHAIN-LINK FENCE

OPE

CHAIN-LINK FENCE

CONCRETE RETAINING WALL

8 SCALE : 1 / 75

APPROX. 34,6001,000

MIN. MIN.

1,000

(ASSUMED)

EL=939.845

(ASSUMED)

EL=939.545

1% SLOPE

(MIN.)

(ASSUMED)

EXISTING FINISH GRADE

BASE COURSE, (T=300)

PCC PAVEMENT, (T=200)

CONCRETE RETAINING WALL

CHAIN-LINK FENCE

CONCRETE DITCH

SLOPE

VARIES VARIESSEE THE SITE PLAN SEE THE SITE PLAN

VARIESSEE THE SITE PLAN

TYPICAL SECTION-1

TYPICAL SECTION-2

GRAPHIC SCALE

SCALE: 1 : 75

30001500750

SALEM SITE

27 DEC 22

D - 23 - 03

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:

C-9

D - 23 - 03

KU, HUN MO

CHI, K. K.

KU-10001-2J

9 13

27 DEC 22

REPLACE EXISTING HELIPAD, H-609

CHAINLINK FENCE PROFILE

S T

STATION

E L E

V A T

E T E

STATION

S T

A .5

S T

E L E

V A T

E T E

HORIZ 1 : 100, VERT 1:75

SCALE

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

GRAPHIC SCALE

SCALE: 1 : 75

1500 3000

TOP OF HELIPAD

CHAINLINK FENCE

SINGLE GATE

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-10001-2J

CHI, K. K.

27 DEC 22

C-10

D - 23 - 03

*EXTRA STRENGTH PIPE WILL BE FILLED OR PLUGGED WHEN USED

INCHES

THICKNESS

PAVEMENT

INCHES

LENGTH

DOWEL

MINIMUM

INCHES

SPACING

DOWEL

MAXIMUM

DOWEL DIAMETER AND TYPE

LESS THAN 8

8 TO 11

12 TO 15

3/4-INCH BAR

*EXTRA STRENGTH PIPE WILL BE FILLED OR PLUGGED WHEN USED

1-INCH BAR

AND EXPANSION JOINTS

CONSTRUCTION,CONTRACTION,

DOWEL SIZE AND SPACING FOR

THIS PROJECT

~ EXST SUB-GRADE (FULLY COMPACTED) ~

PCC PAVEMENT (T=200)

BASE COURSE (T=300)JOINT SEALANT

PAVEMENT THICKNESS, INCHES SPACING OF JOINT,FEET

LESS THAN 9

9 TO 12

OVER 12

15 TO 20

TRANSVERSE CONTRACTION JOINTS

MAXIMUM ALLOWABLE SPACING OF

12 1/2TO 15

20 TO 25

THIS PROJECT

KU, HUN MO

DOWEL

ONE END OF

PAINT AND OIL

THROUGH JOINT

REINFORCING STEEL IS NOT CARRIED

SEE JOINT SEALANT

DOWEL TO BE USED

THREADED SPLIT TYPE

EITHER ONE PIECE OR

D" DENOTES DOWEL DIAMETER

H d /2

DOWELED TRANSVERSE OR LONGITUDINAL

SEE JOINT SEALANT

TIED TRANSVERSE OR LONGITUDINAL

H d /2

NOT TO SCALE

- 10

CONTRACTION JOINTS FOR

REINFORCED CONCRETE PAVEMENTS FOR AIR FORCE PAVEMENT IS 20 FEET.

*THE MAXIMUM SPACING OF TRANSVERSE CONTRACTION JOINTS

THIS PROJECT

SURFACE

PAVEMENT

SEALER

JOINT

POURED

SEALER

JOINT

POURED

SEALER

JOINT

POURED

BOTTOM

JOINT

SURFACE

PAVEMENT

INSERT

SAWCUT(1/8")

INITIAL

CRACK

JOINT

BUTTED

MATERIAL

BACKER

MATERIAL

BACKER

MATERIAL

BACKER

FILLER

JOINT

SURFACE

PAVEMENT

SEALER

JOINT

POURED

SEALER

JOINT

POURED

SEALER

JOINT

POURED

BOTTOM

JOINT

SURFACE

PAVEMENT

INSERT

SAWCUT(1/8")

INITIAL

JOINT

BUTTED

TAPE

SEPARATING

CRACK

SURFACE

PAVEMENT

TAPE

SEPARATING

SURFACE

PAVEMENT

T D

W W

" MIN4

W W W

DDD

" MIN4

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

NOT TO SCALE

PCC PAVEMENT (TYP)

NOT TO SCALE

JOINT SEALANT DETAILS

JOINT SPACING

MIN MAX

WIDTH,IN

<25

25-50

>50 1.0 8 11-

THIS PROJECT

OF PAVEMENT

TOP OF SEALANT WILL BE 1/8 IN TO 1/4 IN BELOW TOP

NOTE:

10-

EXTRA STRENGTH PIPE

1 - 1/4 INCH BAR, OR 1 INCH

10 13

* Hd: 200MM

H d

SEE JOINT SEALANT

NEW HELIPAD PAVEMENTSLIP FIT

EXPANSION CAP

DOWEL

ONE END OF

PAINT AND OIL

B HELIPAD PAVEMENT AND RETAINING WALL

THICKENED-EDGE JOINT/ BETWEEN NEW

PCC PAVEMENT SECTION (TYP.)

RETAINING WALL

NEW CONCRETE

EXPANSION JOINT

DOWEL BAR 2

2,000

3"2"1"

H d

c. 1/6 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES

b. 3 INCHES FOR PAVEMENTS 12-18 INCHES*

a. 1/4 SLAB THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES

(CONTRACTION JOINT)

T=DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER

D=DEPTH OF SEALANT(1.0 TO 1.5 x W)

W=WIDTH OF SEALANT RESERVOIR(SEE TABLE)

PCC PAVEMENT DETAILS

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

AND SPACED 2’-6" ON CENTERS

NO. 5 (D16) DEFORMED STEEL TIE BARS 2’-5" LONG

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

- NOT TO SCALE11

C-11

D - 23 - 03

NOTES:

CONCRETE SURFACE SHALL BE FINISHED WITH PATTERN.2.

EXPANSION JOINT (EJ)

CONTRACTION JOINT (CJ)

TYPICAL RETAINING WALL DETAILS

STEP FOOTING DETAIL

V A

S D

SECTION (TYP.)

EXPANSION JOINT

PCC PAVEMENT, (HELIPAD)

BACKFILL

COMPACTED SATISFACTORY

PER SPECIFICATIONS

IN THE WEEP HOLE AREAS

DRAIN CORE PERFORATED

STRUCTURE/ATMOSPHERE

TO NEAREST DRAINAGE

FABRIC TO DISCHARGE

COMPOSITE FILTER

PIPE WRAPPED IN

150 0 PERFORATED

FABRIC

FILTER

MATERIAL

DRAIN

GRAVEL

b1 b3 b2 b5 b6 b7 b8

STRUCTURAL BACKFILL

OFFSET BY 750

ADJACENT ROWS

@ 1500 OC

050 WEEP HOLES

50 CL

H 1, H w

W2 B

5 15

JOINT FILLER

ELASTOMERIC

PREFORMED

GREASE W/ EXP CAP

@ 400 OC, ONE SIDE

D16x750 LG DOWELS

SEALANT 19 CHAMFER

19 CHAMFER

AT CJ

HORIZONTAL BARS

STOP ALT

~HELIPAD SIDE~

MIN.

19 CHAMFER

DOWEL

ONE END OF

PAINT AND OIL

JOINT FILLER

ELASTOMERIC

PREFORMED

GREASE W/ EXP CAP

@ 400 OC, ONE SIDE

D16x750 LG DOWELS b3 b1 b2 b8

RETAINING WALL REINFORCING BARS AND SPACING(mm)

MARK

WALL

H, (M)

HEIGHT STEM FOOTING

RW1

RW2

RW3 LESS THAN 3.50

5.00 ~ 6.50

3.50 ~ 5.00

2,100

2,800

3,500

D16@150

D22@150

D22@100

D16@200

D16@200 D22@200

D22@300

D16@300 D13@200

D13@200

D16@200

D16@200 D16@200

D16@200

D16@200 D16@150

D22@100

D22@150

D22@100

D16@150

D22@150

MARK

WALL

H, (M)

HEIGHT

RW3

RW2

RW1

LESS THAN 3.50

3.50 ~ 5.00

5.00 ~ 6.50

BASE FOOTING (mm) STEM WALL (mm)

X1 X2 b1 b2 b3 b4 b5 b6 b7 b8 B C D1 W1 W2

2,700

3,800

4,700 5,600

4,500

3,400 700

300 900

CORNER EXPANSION JOINT (EJ)

STEM BAR PATTERNS

PROVIDE THE DESIGN, AND DESIGN ANALYSIS FOR THE RETAINING WALLS.4.

RETAINING WALL SIZES

TYPICAL RETAINING WALL DETAILS

KU, HUN MO

CHI, K. K.

KU-10001-2J

27 DEC 22

1,000

MIN.

DESIGN AND DRAWINGS TO MEET THE CURRENT EXISTING CONDITION FOR THE WALL.

THE CONTRACTOR SHALL VERIFY THE SITE CONDITION AND SUBMIT COMPLETED

REPLACE EXISTING HELIPAD, H-609

SALEM SITE

RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF 19 mm.

11 13

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

- NOT TO SCALE

BEARING BAR

TWISTED

10 SQ CROSS BAR

CROSS BAR

PITCH OF

GRATING WIDTH

100GRATIN

G L

ENGTH

TYP.

BEARING B

ITCH O

450 & SMALLER

500 TO 600

650 TO 750

75 6

H B C

ANGLE BAR

L70x70x6

L80x80x6

STEEL GRATING SCHEDULE

TRENCH WIDTH

WHEEL LOAD = 79 KN(8.0 TONS).

FOR 20-TON DESIGN TRUCK LOAD:

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS FOR CONCRETE DITCHES SHALL

NOTE:

25675 L80x80x6

BEARING B

STEEL GRATINGS

C-12

D - 23 - 03

BEARING BARS

GRATING FRAME

@ 15.00 M O.C.

EXPANSION JT.

ANGLE BAR

CROSS BAR

(SEE NOTE)

STEEL GRATINGS

S L P

PLAN

LONGITUDINAL RBARS

SEAT AND D13

DISCONTINUE GRATING

REBAR

AS LONGITUDINAL

OILED SPACED SAME

ONE END PAINTED AND

DOWEL 400 LONG.

19mm DIA. PLAIN BAR

@ 15M MAX.

(EXP. JOINT)

MATERIAL

JOINT FILLER

PREMOLDED

13 THK.

V A

S D

SECTION

FINISH GRADE

(SEE TABLE)

ANGLE BAR

@ 600 MAX.

WELDED TO ANGLE

D13 ANCHOR BAR

@ 200 O.C.

D13 BAR

GRATE FRAME

FLAT BAR

GRATING FRAME

WELDED TO

BEARING BARS

GRATING FRAME

WELDED TO

CROSS BARS

DETAIL

24 MPa CONC.

SECTION

AFTER FABRICATION.

GRATING AND GRATE FASTENER SHALL BE HOT DIPPED GALVANIZED

GRATE SECTIONS TO BE BOLTED DOWN AT ALL 4 CORNERS.

NOTES:

BOLT W/ NUT

SADDLE PLATE

DETAIL

TRENCH WIDTH300

VARIE

WIDTHGRATING

D D

SEE NOTE

STEEL GRATING

O.C. E.W.

D13 @ 200

CEMENT FILLER

SEE DETAIL

SLP.SLP.

SECTION

COMPACTED NFSM

(24 MPa)

CONC. WALL

200 500 200150

BOLT W/ NUT

6mm 0 HOLD DOWN

GRATING FASTENER

3mm SADDLE PLATE BAR

SEATING ANGLE BAR

GRATE FASTENER

SEE DETAIL

ANGLE BAR

OUTLINE OF

BEARING BAR

ANGLE BAR

OUTLINE OF

ISOMETRIC

PLAN

WING WALL

1,000 MIN.

CONCRETE WING WALL

PVC PIPE (D=300)

SCOUR APRON

STONE MASONRY

1,200

MIN.

- NOT TO SCALE12

CONCRETE DITCH W/ STEEL GRATINGS

CONCRETE HEADWALL W/WING WALL DETAIL

SECTION

WING WALL

1,000 MIN. 150 FINISH GRADE

MATERIAL (NFSM)

NON- FROST SUSCEPTIBLE

D13 @ 200 OC, EW

PVC PIPE (D=300)

D13 @ 200 OC, EW

1501,200

MIN.

SCOUR APRON

STONE MASONRY

HORIZ BAR

D13@ 200 OC

VERT BARS

D13 @ 200 OC

V A

SLOPE

BEHIND & UNDERNEATH WINGWALLS.

PROVIDE 1000 THICK NON- FROST SUSCEPTIBLE MATERIAL (NFSM)

NOTE:

KU, HUN MO

CHI, K. K.

27 DEC 22

12 13

KU-10001-2J

REPLACE EXISTING HELIPAD, H-609

- NOT TO SCALE12

3 CONCRETE BOUNDARY MARKER

FINISH GRADE

(SQ.)

CONCRETE MARKER

DETAILS

SALEM SITE

D19- REINFORCING BAR

PLAN

SECTION

EXPOSED EDGES SHALL BE CHAMFERED.

NOTE:

NAIL (STAINLESS STEEL)

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:

C-13

D - 23 - 03

MOORING POINT DEVICE PLAN

NOT TO SCALE

MOORING POINT DEVICE SECTION

MAX.

HELIPAD PAVEMENT

NOT TO SCALE

STATIC GROUND PLAN

STATIC GROUND DETAILS

NOT TO SCALE

SECTION

A P P

R O

HELIPAD PAVEMENT

R=19

ROUNDED EDGE

HOOK STYLE ROD ENDS

SLEEVE FOR SHEPHERDS

COPPER COMPRESSION

COPPER CLAD STEEL

19mm( 3/4") x 3,000mm

NOT TO SCALE

SECTION

22 O

CORED HOLES

2-13 O

NOTE:

MOORING DEVICE TO BE CAST IN DUCTILE IRON OR EQUAL.1.

HELIPAD PAVEMENT

DEVICE

MOORING POINT

1,200 LONG

20 O BARS

1,000 LONG

20 O BARS

NOT TO SCALE

SLAB REINFORCEMENT

NOTES:

DEVICE AND 75mm BELOW PAVEMENT SURFACE.

THESE 20 O REINFORCING BARS SHALL BE PLACED 75mm FROM MOORING

JOINTS TO PROVIDE COVER.

THE ENDS OF REINFORCING BARS SHALL BE PLACED MIN. 75mm FROM PAVING2.

PAVEMENT

TOP OF HELIPAD

NOTES:

THE CONTRACTOR SHALL PERFORM MOORING TEST.

REACTION (HEAVY VEHICLE, ETC.) THAT IS CAPABLE OF APPLYING A TENSILE LOAD OF 71,172 N [16,000 LB].

THE MOORING TESTS SHOULD BE ACCOMPLISHED USING A HYDRAULIC RAM OR SIMILAR DEVICE AND AN APPROPRIATE

OF 19.15 33/64 FROM THE PAVEMENT SURFACE (SEE ABOVE FIGURE)* CAN BE MAINTAINED DURING LOAD TESTING.

THE LENGTH OF MOORING CHAIN AND CONNECTING SHACKLE SHOULD BE SELECTED IN SUCH A WAY THAT AN ANGLE

APPROPRIATE SAFETY PRECAUTIONS SHOULD BE TAKEN AT ALL TIMES DURING LOAD TESTING OPERATIONS.

4,448 N [1,000 LB] INCREMENTS UP TO 71,172 N [16,000 LB] WITH EACH LOAD INCREMENT HELD FOR AT LEAST 60 SECONDS.

THE MOORING POINTS SHOULD BE LOADED IN 1,130 kg [2,500 LB] INCREMENTS UP TO 44,482 N [10,000 LB] AND IN

TO PASS TEST REQUIREMENTS, MOORING POINTS SHALL NOT DEFORM PERMANENTLY UNDER 71,172 N [16,000 LB] LOAD.

MOORING AND GROUNDING POINTS OHMS TEST RESULTS & TEST DATES SHALL BE PROVIDED TO USER.

UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETER.

13- NOT TO SCALE

MOORING POINT DEVICE DETAILS2

STATIC GROUND DETAILS

MOORING POINT DEVICE ANDPOINTS WILL NOT EXCEED 10,000 OHMS UNDER NORMAL DRY CONDITIONS.

GROUNDING SHALL BE IN ACCORDANCE WITH IEEE STANDARD 81,THE MAXIMUM RESISTANCE MEASURED OF GROUNDING

KU, HUN MO

CHI, K. K.

KU-10001-2J

27 DEC 22

13 13

REPLACE EXISTING HELIPAD, H-609

KU-10001-2J_T01-Default-000

KU-10001-2J_C01-Default-000

KU-10001-2J_C02-Default-000

KU-10001-2J_C03-Default-000

KU-10001-2J_C04-Default-000

KU-10001-2J_C05-Default-000

KU-10001-2J_C06-Default-000

KU-10001-2J_C07-Default-000

KU-10001-2J_C08-Default-000

KU-10001-2J_C09-Default-000

KU-10001-2J_C10-Default-000

KU-10001-2J_C11-Default-000

KU-10001-2J_C12-Default-000

KU-10001-2J_C13-Default-000

File details come from the government source that posted it. Updated Feb 9, 2023.