Attachment1_Drawing_W90VN924R0084.pdf

PDF 18 MB Posted Apr 17, 2024

Attached to: Repair Deteriorated Structures at Victory Field, Camp Henry, Korea
Solicitation number: W90VN924R0084
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Apr 17, 2024

This document is an attachment to a federal solicitation for the repair of deteriorated structures at Victory Field, Camp Henry, Korea. The contractor shall provide all labor, tools, equipment, supplies, and any other resources necessary to accomplish the scope of work as indicated in the drawings and specifications. The solicitation number is W90VN924R0084 and it was issued by the Department of the Army Materiel Command Army Contracting Command. The attachment appears to be a drawing related to the required repairs.

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 13

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:26 FEB 24

B3-00002-3J

CIVIL

E - 1

E - 2

E - 3

6 5 OF 12

7 6 OF 12

8 7 OF 12

9 8 OF 12

10 9 OF 12

PROJECT NO. B3-00002-3J, CAMP HENRY

CAMP HENRY

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

AE101

AE102

CIVIL

EQUIPMENT SCHEDULE

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

A001

LOCATION PLAN

REMOVAL PLAN

SITE LAYOUT PLAN

TYPICAL SECTIONS AND CONCRETE SIDEWALK DETAILS

LEGEND, NOTES AND SCOPE OF WORK

1.2M HIGH PVC COATED CHAINLINK FENCE AND DOUBLE SWING GATES DETAILS (TYP.)

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

SCOPE OF WORK, EXST / REMOVAL PLAN

SCOREBOARD SYSTEM

NEW GROUND FLOOR PLAN, S-1101, CONCRETE REINFORCING PLAN, S-1101, SECTION DETAIL, WOOD BENCH DETAILS, NEW SPORTS FLOOD LIGHTING FIXTURE PLAN AND LIGHTING FIXTURE DETAIL

REMOVE & NEW LIGHTING SYSTEM PLAN, LIGHTING FIXTURE DETAIL AND SCHEDULE

ELECTRICAL

ARCHITECTURAL

26 FEB 24

CHI, K.K.

PARK, WON CHAE

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

LOCATION PLAN

AS SHOWN

CAMP HENRY

B3-00002-3J D - 24 - 13

1 12

DAEGU AMERICAN FIELD

VICTORY FIELD

TVPC

T-1852

S-1

T -1

S-1543

T-1007

T-1319

T-1607

T-1407

T-1105

S-1115C

S-3015

S-1423

GATE 1

GATE 3

GATE 10

Memorial

3.1 Movement

Dol-Harubang

D A

E B

O N

G N

O S

T R

E E

A A

V E

N U

R O

U T

1ST STREET

C A

V E

N U

7TH STREET

3RD STREET

2ND STREET

6TH STREET

4TH STREET

A AVENUE

R O

U T

A C

O U

R T

S-1427

S-1504

S-1856

S-1305

T-1569 T-1570

T-1428

T-1327

Plant Smokestack

KNHC Power

S-1703

S-1705

S-1712

T-1671

S -1

S-1600

S -1

T-1531

S-3020

S -1

T-1325

S -1

S-1106

S-1124

S-13

S-1107

S-1121

S -1

S-1505

S-1815

S-1639

S -1

S-1253

S-1501

S-1516

S-1521

S-1847

S-1664

S-1252

S-1425

S-1420

S-1522

S-1530

S-1814

S-1810

S-1251

S-1415

S-1805

S-3008

S-3013

S-3000

S-1685

S-1669

S-3019

S-1600

S-1109

S-1110

S-1220

S-1217

S-1250

S-1410

S -1

S-1131

KNHC

S-11

S-1154

S-1241

S-1208

S -1

S-1650

S-1652

S-1545

S -1

S-1801

S-1715

S-3016

S-3018

S-3

T-1001

S-1653

S-1654

S-1845

S-1844

S-1840

S-1835

S-1680

S-1304

S-1701

S-1318

S-1707

S-1321

VPC

T-1326

S-2546

S-3004

T-1227

T-1312

T-1706

S-2543

S-3017

S-1622

S-1103

S-1153

S-1211

S-1221 S-1222

S-1225 T-1229

S-1325

S-131

S-1320

S-1621

DFAC

BARRACK

LOCATION PLAN

SCALE : 1 / 20001

GATE#1

GATE#2

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:

SEE THE PLAN

40 80

SCALE: 1 : 2000

GRAPHIC SCALE

(IN METERS)

CIVIL

C-1

THIS PROJECT

1 1

2 2 33

CHI, K.K.

PARK, WON CHAE

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

REMOVAL PLAN

AS SHOWN

CAMP HENRY

B3-00002-3J D - 24 - 13

26 FEB 24

2 12

LINE

54.032

S/P

S-1118

S-

S-1101

W/V

CNTRCNTR

S-1154

BLDG.#

S-1153

BLDG.#

-CHER

BLEA

-CHER

BLEA

-CHER

BLEA

TRASH

~SIDEWALK~

BLEACHER BLEACHER

N/P

N/P N/P

S -2

~AC~

~SYNTHETIC TURF~

BLDG.

E/P

E E/P

E/P

E/P E/P

ELEC.

E/P

54.334

EMH

E W

A L K

SCALE : 1 / 300

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 300

6000 12000

REMOVAL PLAN

C-2

23LEGEND:

ITEMS TO BE REMOVED/ REPLACED

PROJECT WORK LIMIT

ABBREVIATIONS:

N/P : NETTING POLE

E/P : ELECTRIC POLE

S/P : SIGN AND POST

CNTR : CONTAINER

AC : ASPHALT CONCRETE

CNTR

53.830

INLET

54.042

54.114

TRASH

54.107

54.050

54.102

CURBCURB

54.08954.089

TRASH

53.996

54.024

54.076

53.997

CHAIR

53.958

53.973

BIBB

54.077

54.099

54.052

INLET

54.300

54.319

54.146

54.026

53.940

GOAL

53.738

PCC

STEP

53.778

53.746

PCC

STEP

53.742

53.739

NET

PCC

53.586

53.667

PCC

STEP

53.717

53.688

GOAL

CLF

53.698

53.702

PCC

CURB

53.627

53.624

53.684

NET

POLE

53.606

53.556

CURB

53.693

CLF

PADPAD

PAD

PADPAD

PAD

STOOP

54.020

53.966

54.02754.052

54.064

54.02854.051

54.064

53.941

53.984

53.922

S1102 53.957

53.970

53.932

53.978

PAD

53.950

53.944

CHAIR

PAD

53.933

53.917

CHAIR

53.968

53.973

CHAIR CHAIR

CHAIR

53.952 53.920

53.918

CNTR

53.873

PAD

CNTR

53.865

53.785

CNTR

53.781

53.931

CHAIR

53.809

CLF

53.924

CNTR

53.905

53.880

53.885

CNTR

53.817

53.831

CNTR

53.816

53.795 53.797

CNTR

53.789 53.791

53.810

CURB

53.904

CNTR

53.847

53.845

53.796

CNTR

53.857

LINE

C.L

54.027

53.978

LINE

54.010

54.020

LINE

54.033 54.032

LINE

54.040

CLF

53.742

53.773 53.863

LINE

53.767

CURB

54.010

53.762

CLF

53.764

CURB

53.788

53.871

CURB

53.921

CLF

53.889

53.983

53.851

CHAIR

53.876

CLF

CHAIR

CURB

53.923

53.895

53.917

CHAIR

53.891

54.032

54.019

CLF

CURB

53.930

53.945

WOOD

53.922

54.060

WOOD

53.898

CHAIR

53.987

WOOD

53.892

CHAIR

53.977

CHAIR

53.993

CURB

53.964

CLF

53.930

53.882

53.878

CLF

54.444

S1101 53.897

53.931

S1101

PAD

53.864

53.926

53.865

54.008

CURB

PAD

53.912

53.927

53.889

54.001

54.016

53.837

53.987

53.854

54.048

STOOP

54.060

54.072

54.147

STOOP

54.147

54.226

54.075

54.088

S2546 54.057

EP EP

53.92154.290

CLF

CURB

STOOP

54.075

54.077

53.929

53.945

53.996

53.949

53.992

S1118

54.013

54.027

54.039

54.111

53.977

C.L 54.009

CLF

53.986

CNTR

53.871

53.999

54.074

54.072

54.049

54.082

54.108

STOOP

54.101

54.134 54.328

54.520

STOOP

S111854.553

54.363

54.263

54.126

54.099

54.075

54.103

54.123

54.093

54.052

POLE

53.700

GOAL

53.727

POLE

53.648

BRICK

53.795

CLF

53.937

POLE

53.857

CURB

53.744

CLF

53.813

CLF

53.983

BOX

54.124

PAD

53.932

53.905

PAD

53.799

53.783

53.804

53.792

PAD

CMU

53.930

53.977

CLF

53.792

CLF

53.763

53.824

LINE

53.839

53.790

LINE

53.941

53.861

53.903

LINE

GOAL

54.020

53.972

54.028

GOAL

53.895

LINE

54.003

LINE

54.026

LINE

54.060

LINE

53.976

LINE

53.898

LINE

54.085

LINE

53.790

53.793

CLF

53.777

BLDG

53.786

CURB

53.718

NET

POLE

53.745 53.721

POLE

53.746

53.687

POLE

NET

CURB

53.727

53.662

GOAL

BLDG

POLE

53.730

53.692

53.615

53.661

LINE

POLE

53.725

53.610

NET

POLE

53.671 53.629

53.750

LINE

CURB

53.651

53.721

53.813

S254

BOX

53.709

53.721

53.737

NET

BLDG

53.641

53.693

CURB

53.636

CLF

53.532

CLF

53.539

53.546

BRICK

53.650

BRICK

53.567

CMU

53.536

BRICK

53.531

PAD

53.547

53.718

53.734

TREE

CURB

53.697

POLE

53.614

NET

53.594

POLE

CMU

53.634

53.580

POLE

53.648

53.693

TREE

BRICK

53.610

PAD

53.584

PAD

53.604

53.664

53.647

POLE

53.552

POLE

53.627

BRICK

53.632

CMU

53.628

53.708

EMH

POLE

53.592

53.696

NET

CURB

53.631

53.742

CHAIR

TO BE REPLACED

EXISTING CHAINLINK FENCE AND SINGLE SWING GATE

TO BE REPLACED

EXISTING CHAINLINK FABRIC

TO BE REPLACED

EXISTING CONCRETE SIDEWALK

CONCRETE DITCH, TOP

REMOVE EXISTING STEEL GRATING COVERED

REMOVE EXISTING BRICK PAVERS

CIVIL

14.

13.

10.

11.

12.

15.

16.

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

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

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

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

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

FROST DEPTH UNLESS OTHERWISE NOTED.

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

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

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

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

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/

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

GENERAL NOTES:

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

DETERMINE PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

17.

EXPENSE TO THE SATISFACTION OF THE CONTRACTIING OFFICER.

DISMANTLING, DEMOLISHING OR REMOVING AT THE CONTRACTORS

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION

LOCATION OF UTILITY LINES.

ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE

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

UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM

REQUIREMENTS).

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

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

REMOVAL NOTES

CHAPTER 5 & CHAPTER 6.

REGULATION 201-1, ENVIRONMENTAL GOVERNING STANDARD(EGS)

THE CODE OF REGULATION 1910 SUBPART H AND USFK

DURING THE PROJECT MUST BE STORED IN ACCORDANCE WITH

ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED

AS SHOWN

B3-00002-3J

CAMP HENRY

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

CHI, K.K.

PARK, WON CHAE

SITE LAYOUT PLAN

D - 24 - 13

26 FEB 24

3 12

LINE

54.032

SCORE BOARD

S-1118

S-

S-1101

W/V

CNTRCNTR

S-1154

BLDG.#

S-1153

BLDG.#

-CHER

BLEA

-CHER

BLEA

-CHER

BLEA

TRASH

~SIDEWALK~

BLEACHER BLEACHER

N/P

CNTR

S -2

BLDG.

54.334

EMH

E/P

E E/P

E/P

E/P E/P

ELEC.

E/P

~SYNTHETIC TURF~

PROJECT WORK LIMIT

53.813

(PROJECT WORK LIMIT)

SOD WITH TOP SOIL AND SOLID SODDING

SCALE : 1 / 300

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 300

6000 12000

SITE LAYOUT PLAN

C-3

SCOPE OF WORK

INCLUDING BASE COURSE

NEW CONCRTE SIDEWALK

TEMPORARY BENCH MARK

LEGEND:

CONCRETE SURFACE

EXISTING PORTLAND CEMENT

N/P N/P

N/P

CNTR

N/P

NEW PROTECTIVE POLE PADDING

ELEC.POLE OR NETTING POLE WITH

~AC~

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

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

#2 (GENERAL REQUIREMENTS)

#1 (REPAIR/MAINTENANCE)

COURSE WITH NEW.

REPLACE EXISTING CONCRETE SIDEWALK INCLUDING BASE

SOD WITH TOP SOIL AND SOLID SODDING.

NOTES:

FINISHING SURFACES SHALL BE WELL GRADED TO MAKE POSITIVE DRAINAGE SURFACES.

STRETCHER BARS, TENSION BANDS, TRUSS RODS, TURN BUCKLES AND ETC.

NECESSARY ACCESSORIES OF CHAINLINK FENCE AND GATES INCLUDES TIE WIRES,

FLAKING PAINT.

APPLIED ARE DRY AND FREE OF FUEL, OIL, MILL SCALE, GREASE, DIRT, AND LOOSE OR

CONTRACTOR SHALL MAKE SURE THAT THE SURFACE ON WHICH PAINTS ARE TO BE

PROTECTIVE COATINGS) REQUIREMENTS.

RUSTY METAL/STEEL SURFACES SHALL BE CLEANED AS PER SSPC (SOCIETY FOR

BOTTOM FOR SAFETY.

PVC COATED CHAINLINK FABRIC SHALL HAVE KNUCKLED SELVAGES ON TOP AND

EL=54.250 (ASSUMED)

ELECTRICAL MANHOLE

TOP OF EXIST.

TBM

CHAINLINK FENCES

REPAINTED AND FABRIC-REPLACED

WITH NEW PVC COATED CHAINLINK FABRIC.

BACKSTOP CHAINLINK FENCE, OVERHANG STRUCTURE AND ETC. SHALL BE REPLACED

ALL EXISTING CHAINLINK FABRIC INSTALLED ON EXISTING CHAINLINK FENCES, GATES,

AND DOUBLE SWING GATES

NEW CHAINLINK FENCE

GATES, (W=3,600) INCLUDING NECESSARY ACCESSORIES.

WITH NEW CHAINLINK FENCE, (H=1,200) AND DOUBLE SWING

REPLACE EXISTING CHAINLINK FENCE AND SINGLE SWING GATE

SEE DETAIL

INCLUDING NECESSARY ACCESSORIES

WITH NEW CHAINLINK FENCE, (H=1,200) AND DOUBLE SWING GATES, (W=3,600)

REPLACE EXISTING CHAINLINK FENCE AND SINGLE SWING GATE

SEE NOTES NO.#2, #3 AND #4

INCLUDING NECESSARY ACCESSORIES

WITH NEW PVC COATED CHAINLINK FABRIC

REPLACE EXISTING CHAINLINK FABRIC

SEE DETAIL

INCLUDING BASE COURSE WITH NEW

REPLACE EXISTING CONCRETE SIDEWALK

ABBREVIATIONS:

N/P : NETTING POLE

E/P : ELECTRIC POLE

S/P : SIGN AND POST

CNTR : CONTAINER

AC : ASPHALT CONCRETE

SPECIFICAION AND GUIDANCE.

CONCRETE FOUNDATION AND THE CONTRACTOR SHALL FOLLOW MANUFACTURER’S

POLYURETHANE PAINT (3 COATS) SHALL BE APPLIED ON THE STEEL/METAL SURFACES AND

REMOVE EXISTING STEEL GRATING COVERED CONCRETE DITCH, TOP.

CHAINLINK FABRIC INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING CHAINLINK FABRIC WITH NEW PVC COATED

SEE ARCH. DRAWING(S)

NEW SCOREBOARD WITH ACCESSORIES

SEE ARCH. DRAWING(S)

NEW CONCRETE SLAB

OF CHAINLINK FENCES AND GATES.

REPAINT RUSTY STEEL SURFACES AND CONCRETE FOUNDATION

AND CLEANING.

OTHER SURFACE IRREGULATIES) SHALL BE PATINTED AFTER SURFACE PREPARATION

DAMAGED AREAS (ANGLE, CORNERS, SHARP EDGES, WELD SEAMS, WELD JOINTS AND

ACCESSORIES.

PROVIDE PROTECTIVE POLE PADDING, (H=2,400, T=50) WITH

SEE EQUIPMENT SCHEDULE

WITH ACCESSORIES

PROVIDE PROTECTIVE POLE PADDING, (H=2,400, T=50)

REMOVE EXISTING BRICK PAVERS.

INLET

54.042

54.114

TRASH

54.107

54.050

54.102

CURBCURB

54.08954.089

TRASH

53.996

54.024

54.076

53.997

CHAIR

53.958

53.973

BIBB

54.077

54.099

54.052

INLET

54.300

AC54.300

54.319

54.146

54.026

53.940

GOAL

53.738

PCC

STEP

53.778

53.746

PCC

STEP

53.742

53.739

NET

PCC

53.586

53.667

PCC

STEP

53.717

53.688

GOAL

53.698

PCC

CURB

53.627

53.624

53.684

NET

53.606

CURB

53.693

CLF

PADPAD

PAD

PADPAD

PAD

STOOP

54.020

53.966

54.02754.052

54.064

54.02854.051

54.064

53.941

53.984

53.922

S1102 53.957

53.970

53.932

53.978

PAD

53.950

53.944

CHAIR

PAD

53.933

53.917

CHAIR

53.968

53.973

CHAIR CHAIR

CHAIR

53.952 53.920

53.918

CNTR

53.873

PAD

CNTR

53.865

53.785

CNTR

53.781

53.931

CHAIR

53.809

CLF

53.924

CNTR

53.905

53.880

53.885

CNTR

53.817

53.831

CNTR

53.816

53.795 53.797

CNTR

53.789 53.791

53.810

CURB

53.904

CNTR

53.830

53.846

53.847

53.845

53.796

CNTR

53.857

LINE

C.L

54.027

53.978

LINE

54.010

54.020

LINE

54.033 54.032

LINE

54.040

53.773

LINE

53.767

CURB

54.010

53.762

CLF

53.764

CURB

53.788

53.871

CURB

53.921

CLF

53.889

53.983

53.851

CHAIR

53.876

CLF

CHAIR

CURB

53.923

53.895

53.917

CHAIR

53.891

54.032

54.019

CLF

CURB

53.930

53.945

WOOD

53.922

54.060

WOOD

53.898

CHAIR

53.987

WOOD

53.892

CHAIR

53.977

CHAIR

53.993

CURB

53.964

CLF

53.930

53.882

53.878

CLF

54.444

S1101 53.897

CURB.E

53.868

53.931

S1101

53.864

53.926

54.008

CURB

53.912

53.927

54.001

54.016

53.987

53.854

CLF

53.941

54.048

STOOP

54.060

54.072

54.147

STOOP

54.147

54.226

54.075

54.088

S2546 54.057

EP EP

53.92154.290

CLF

CURB

STOOP

54.075

54.077

53.929

53.945

53.996

53.949

53.992

S1118

54.013

54.027

54.039

54.111

53.977

C.L 54.009

CLF

53.986

CNTR

53.871

53.999

54.074

54.072

54.049

54.082

54.108

STOOP

54.101

54.134 54.328

54.520

STOOP

S111854.553

54.363

54.263

54.126

54.099

54.075

54.103

54.123

54.093

54.052

GOAL

53.727

POLE

53.648

BRICK

53.795

CLF

53.937

POLE

53.857

CURB

53.744

CLF

53.813

CLF

53.983

BOX

54.124

PAD

53.932

53.905

PAD

53.799

53.783

53.804

53.792

PAD

CMU

53.930

53.977

CLF

53.792

CLF

53.763

53.824

LINE

53.839

53.790

LINE

53.941

53.861

53.903

LINE

GOAL

54.020

53.972

54.028

GOAL

53.895

LINE

54.003

LINE

54.026

LINE

54.060

LINE

53.976

LINE

53.750

53.898

LINE

54.085

LINE

53.790

53.793

CLF

53.777

BLDG

53.786

CURB

53.718

NET

53.745

NET

CURB

53.727

53.662

GOAL

BLDG

53.730

53.692

53.615

LINE

53.725

NET

53.671

53.750

LINE

CURB

53.651

53.721

S254

BOX

53.709

53.737

NET

BLDG

53.641

53.693

CURB

53.636

CLF

53.532

CLF

53.539

53.546

BRICK

53.650

BRICK

53.567

CMU

53.536

BRICK

53.531

PAD

53.547

53.718

53.734

TREE

CURB

53.697

NET

53.594

POLE

CMU

53.634

53.580

POLE

53.648

53.693

TREE

BRICK

53.610

PAD

53.584

PAD

53.604

53.664

53.647

POLE

53.627

BRICK

53.632

CMU

53.628

53.708

EMH

53.696

NET

CURB

53.631

53.742

CHAIR

CIVIL

ETC. SHALL BE REPAINTED FOLLOWING FEDERAL STANDARD 26270, (MEDIUM GRAY).

EXISTING ALL CHAINLINK FENCES INCLUDING POSTS, TOP AND BRACE RAILS, CAPS, AND

10.

THE MANUFACTURER SHOWING THE PROJUCT IS LEAD FREE.

A CERTIFICATE OR MATERIAL SAFETY DATA SHEET (MSDS), WRITTEN IN ENGLISH, FROM

SOLIDS) DURING THE EXECUTION OF THIS PROJECT. THE CONTRACTOR SHALL PROVIDE

COATINGS WITH LESS THAN 0.06 PERCENT LEAD BY WEIGHT OF THE NON-VOLATILE

THE CONTRACTOR IS REQUIRED TO USE ’LEED FREE’ COATINGS (LIQUID PAINTS OR

SEE NOTES NO.#5, #6, #7, #8, #9 AND #10

(MEDIUM GRAY COLOR)

OF CHAINLINK FENCE AND GATES

REPAINT EXISTING RUSTY STEEL SURFACES

SEE NOTES NO.#5, #6, #7, #8, #9 AND #10

(MEDIUM GRAY COLOR)

FOUNDATION OF BACKSTOP CHAINLINK FENCE

REPAINT EXISTING RUSTY STEEL SURFACES AND CONCRETE

2,450 (TYP.) 580

(TYP.)

200SEE THE PLAN PLAN

SEE

200 PLAN

SEE

2,450 (TYP.) SEE THE PLAN

PLAN

SEE

AS SHOWN

B3-00002-3J

CAMP HENRY

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

CHI, K.K.

PARK, WON CHAE

TYPICAL SECTIONS AND CONCRETE SIDEWALK DETAILS

D - 24 - 13

26 FEB 24

4 12

S-1101

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:

NOT TO SCALE43

2 TYPICAL SECTION

NOT TO SCALE43

1 TYPICAL SECTION

~ CONCRETE FOUNDATION ~

EXST. CONCRETE SIDEWALK

(ASSUMED)

EL.=53.981

CONCRETE DITCH

EXST. STEEL GRATING COVERED

AND CONCRETE FOUNDATION

EXST. BACKSTOP CHAINLINK FENCE

WITH DRAIN BOARD

EXST. SYNTHETIC TURF

(ASSUMED)

EXISTING GRADE

(ASSUMED)

EL.=54.060

~ CONCRETE FOUNDATION ~

EXST. CONCRETE SIDEWALK

WITH DRAIN BOARD

EXST. SYNTHETIC TURF

CONCRETE DITCH

EXST. STEEL GRATING COVERED

AND CONCRETE FOUNDATION

EXST. BACKSTOP CHAINLINK FENCE

(ASSUMED)

EXISTING GRADE

SEE ARCH. DRAWING(S)

NEW CONCRETE SLAB

TO BE CUT

EXISTING STEEL GRATING COVERED CONCRETE DITCH, TOP

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

CONTRACTION JOINT

JOINT FILLER JOINT SEALER

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

EXPANSION JOINT

%(TYP)2

GRADE

FINISHED

CONCRETE 21 MPA

15010

SECTION

fy = 440 Mpa fy = 392 Mpa(GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

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

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

NOT TO SCALE3

CONCRETE SIDEWALK

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

1,200

S-1102

CIVIL

C-4

SLOPE

3,000 (TYP.)

VERIFY (SEE PLAN)

DOUBLE SWING GATES3,000 (TYP.)

STEEL PIPE, (D=42.7)

TOP RAIL, GALVANIZED

STEEL PIPE, (D=42.7)

BOTTOM RAIL, GALVANIZED

(D=76.3)

GALVANIZED STEEL PIPE,

PULL, CORNER POST,

STEEL PIPE, (D=60.5)

LINE POST, GALVANIZED

STEEL PIPE, (D=76.3)

GATE POST, GALVANIZED

1, 1, AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

CAMP HENRY

DOUBLE SWING GATES DETAILS (TYP.)

1.2M HIGH PVC COATED CHAINLINK FENCE AND

B3-00002-3J

AS SHOWN 5 12

D - 24 - 13

26 FEB 24

CHI, K.K.

PARK, WON CHAE

NOT TO SCALE53

GATE LATCH

AND DOUBLE SWING GATES ELEVATION (TYP.)

1.2M HIGH PVC COATED CHAINLINK FENCE

BOTTOM RAIL DETAILS

TRUSS ROD AND BAND

END OR GATE POST DETAIL

ROUND POST

LINE POST ATTACHMENTS

TIE WIRES

BAND

TRUSS ROD

STANDARD

BAR BAND

STRETCHER

13 BOLT

DRILL 14 FOR

GROUND ROD, D=19

COPPER-CLAD STEEL

#8 AWG SOLID COPPER WIRE

TYPE FITTING OF COPPER

WELD OR APPROVED CLAMP-

MOLDED EXOTHERMIC

STEEL POST

GALVANIZED

GATE FRAME

POST HINGELATCH ASSEMBLY

GROUNDING DETAIL

DETAILS

TOP OR BOTTOM RAIL ATTACHMENT

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:

PVC COATED CHAIN LINK FENCE AND GATES DETAILS, (H=1,200)

TRUSS ROD

STEEL PIPE, (D=48.6)

GATE FRAME, GALVANIZED

POST HINGE

400 SQ (MIN.) 250 SQ (MIN.) 400 SQ (MIN.)

ALL FABRIC SHALL BE #9 GAGE PVC COATED GALVANIZED STEEL WOVEN IN A 50 MESH.

SELVAGE

KNUCKLED

SELVAGE

KNUCKLED

LINK FABRIC (TYP.)

PVC COATED CHAIN

(600 O.C. MAX.)

9-GAGE TIE WIRES

FABRIC

BOTTOM RAIL

THREADS

BOLT W/PEEN

9.5 CARRIAGE

LINE POST

DOUBLE RAIL END

SECURE SIDE

M A

BASE

CONCRETE

(10 MIN. DIA.)

TRUSS ROD

Y P

FABRIC

AND BOTTOM OF FABRIC)

AND WITHIN 100 FROM TOP

TENSION BAND (380 O.C. MAX.

TENSION BAR

CARRIAGE BOLT

(10 MIN. DIA.)

TRUSS ROD

TENSION BAND

OF FABRIC)

AND BOTTOM

100 FROM TOP

MAX. AND WITHIN

WIRE (380 O.C.

9-GAGE TIE

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

FABRIC

(10 MIN. DIA.)

TRUSS ROD

GATE POST

BAR

STRETCHER

NOTE:

NOTES:

OF EACH GATE, AND AT 300 METER INTERVALS

ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER, EACH SIDE

SIDE OF CROSSING.

DIRECTLY BELOW CROSSING AND AT POINTS APPROXIMATELY 45 METER ON EACH

FENCE CROSSED BY PRIMARY POWER LINES SHALL BE GROUNDED, AT A POINT

INTERVALS OF 300 METER MAXIMUM.

GROUNDED EVERY 150 METERS, ALL OTHER FENCES SHALL BE GROUNDED AT

FENCES PARALLEL TO OR WITHIN 30 METERS OF A PRIMARY POWER LINE SHALL BE

2.PVC COATED CHAINLINK FABRIC SHALL HAVE KNUCKLED SELVAGES ON BOTH TOP AND BOTTOM.

CIVIL

C-5

3.ALL THE CHAINLINK FABRIC AND TIE WIRES SHALL BE PVC COATED AND GREEN COLOR.

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

CAMP HENRY

EQUIPMENT SCHEDULE

B3-00002-3J

AS SHOWN 6 12

D - 24 - 13

26 FEB 24

CHI, K.K.

PARK, WON CHAE

NOT TO SCALE

MATERIAL

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

C-6

DESCRIPTIONITEM DIMENSION

NOTES:

FOAM MATERIAL SHALL MEET STANDARDS FOR ASTM F2440.

MANUFACTURER REMARKS

PADDING EQUIPMENT SCHEDULE (FOR PROTECTING POLES)

QUANTITY

https://www.safetypaddingink.com

* SAFETY PADDING INK/

OR APPROVED EQUAL.

* EQUIPMENT SHALL BE AS LISTED

* HOOK AND LOOP CLOSURE

(POLE AND POST SOLUTIONS)

* PADDING

* INSIDE * OUTSIDE

- POLYVINYL CHLORIDE (PVC)

- POLYVINYL CHLORIDE COPOLYMER

- POLYETHYLENE FOAM

* NETTING POLE :

* ELECTRIC POLE :

* UV / WATER RESISTANCE

* 3 SETS

* 13 SETS

COLOR

GREEN

2,400 (H) X 50 (T) X 320 dia.

2,400 (H) X 50 (T) X 500 dia.

* 2 SETS

* SCOREBOARD POST :

2,400 (H) X 50 (T) X 150 SQ.

SPECIFIED DIMENSIONS ARE ONLY FOR REFERENCE, CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITION.

EQUIPMENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATION AND FOLLOWED MANUFACTURER’S TECHNICAL ASSISTANCE.

PADDING SHALL BE FULLY COVERED ALL AROUND THE EACH POLE AND POST INCLUDING ATTACHED/ HANGED ITEMS.

OF CONSTRUCTION SHALL BE USED.

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

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

EXISTING UTILITIES AS A RESULT OF HIS/HER WORK.

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

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

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

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

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

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

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

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

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

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

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

ADDITIONAL COSTS TO THE OWNER.

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

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

PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

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

ACCESSIBILITY GUIDELINES (ADAAG).

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

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

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

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

10.

PROVIDE DUST CONTROL MEASURES AS REQUIRED.

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

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

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

11.

OF OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL UTILITIES.

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

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

12.

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

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

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

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

13.

REPRESENTATIVE.

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

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

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

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

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

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

14. CONTRACTORS SHALL VERIFY ALL QUANTITIES.

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

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

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

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

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

GENERAL NOTES

OFFICER.

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

PRIOR TO COMMENCING ANY CONSTRUCTION.

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

THE CONTRACTING OFFICER.

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

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

TRAFFIC AND OPERATIONS.

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

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

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

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

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

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

INCONVENIENCE TO THE CUSTOMER’S MISSION OPERATION.

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

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

CONTRACTOR.

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

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

CONTRACTING OFFICER AT THE LOCATION INDICATED BY CONTRACTING OFFICER.

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

CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

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

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

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

16.

RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ACCESS DOOR AND WALL.

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

17.

18.

19.

AND SPECIFIC NOTES ON THE CONTRACT DRAWINGS.

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

20.

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

COLOR AND PATTERN WHICH MANUFACTURERS STANDARD MUST APPROACH.

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

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

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

CONTRACT DRAWING.

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

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS FOR APPROVAL TO

INSTALLATION.

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

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

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

CONTRACT.

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

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

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

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS FOR O&MA 5.

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

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

FREE.

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

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

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

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

AND USER.

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

REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

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

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

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

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

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

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

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

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

WITHOUT WRITTEN APPROVAL OF THE OWNER’S REPRESENTATIVE.

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

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

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

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

10.

11.

12.

13.

SPECIFIC NOTES MATERIAL NOTES

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:

ARCHITECTURAL

MATERIAL NOTES

SPECIFIC NOTES

GENERAL NOTES

A001

CONTRACTOR.

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

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

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

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND UTILIZE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING

MATCHING EXISTING COLOR AND FINISH.

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

THROUGH COR.

NEW SURVEY REPORT AND ASBESTOS REMOVAL DOCUMENTATION TO ENVIRONMENTAL OFFICE

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

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

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

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

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

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

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

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

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

AS SHOWN

CAMP HENRY

B3-00002-3J

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

14.

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

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

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

CHOI, SW

KIM, CS

26 FEB 24

D - 24 - 13

7 12

AE101

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:

23’-11"

25’-3"

DUG-OUT

REMOVE EXST WOOD BENCH

SCOPE OF WORKSCOPE OF WORK

NOTES:

ARCHITECTURAL

AS SHOWN

CAMP HENRY

B3-00002-3J

BE REUSED.

ACCESSORIES. THE EXISTING WOOD BENCH PARTS AND ACCESSORIES SHALL

2. THE CONTRACTOR SHALL REMOVE AND REINSTALL WOOD BENCH WITH

SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR.

AND ANY DAMAGES THAT MAY OCCUR DURING THE COURSE OF WORK

1. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING FACILITIES

1A S-1101 1B SCORE BOARD PANEL

EXST / REMOVAL PLAN

SCALE : AS SHOWN101AE

EXST / REMOVAL PLAN

SCOPE OF WORK

REMOVE AND REPLACE EXISTING CONCRETE FLOOR WITH NEW AT VISITOR DUGOUT.

REPLACE DETERIORATED EXISTING SCOREBOARD SYSTEM WITH NEW.

PAINT ON EXISTING STRUCTURAL SUPPORT OF SCOREBOARD SYSTEM.

REMOVE AND REINSTALL EXISTING WOOD BENCH SYSTEM.

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

NOT TO SCALE

LEGEND

3 REMOVE EXST SCORE BOARD PANEL

REMOVE AND REINSTALL EXST WOOD BENCH W/ ACCESSORIES

#1. REPAIR / MAINTENANCE : K - WORK

#2. GENERAL REQUIREMENTS

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

CHOI, SW

KIM, CS

SCALE : 1 / 50

REMOVE EXST CONC FLOOR ( -50mm THK. APPROX.)

26 FEB 24

D - 24 - 13

8 12

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:

3007300

16262 2525

878787 13 13 13

23’-11"

25’-3"

DUG-OUT

WOOD BENCH

AE102

ARCHITECTURAL

AS SHOWN

CAMP HENRY

B3-00002-3J

AE102

NEW GROUND FLOOR PLAN, S-1101

SCALE : 1 / 50102AE

23’-11"

25’-3"

CONCRETE REINFORCING PLAN, S-1101

SCALE : 1 / 50102AE

AE102

SEE DET

WOOD BENCH

WOOD BENCH DETAILS

102AE

SCALE AS SHOWN

PIPE SUPPORT AT FLOOR

4D4C4A 4B

102AE NOT TO SCALE

DESCRIPTION

WIRELESS CONTROLLER AND RECEIVER KIT

CONTROLLER CARRYING CASE

P E 2%

P E

LEGEND

11 NEW CONCRETE FLOOR

WOOD BENCH

JOINT FILLER

SST MACHINE BOLT

NEW 6 DIA

SST CLIP W/

EXST TYPE 37x50x37

BOLT

NEW 6 DIA EXP

EXST 37x87 WOOD

@ 1200 OC

EXST SST PIPE

SEAT

HARD WOOD

EXST 37x87

SCHEDULE

FINISH AS

SECTIONELEVATION

EXP BOLTS

W/ NEW 6 DIA

EXST SST FLANGE

BOLT (TYP)

9 DIA EXP

NEW

NOT TO SCALE

SCHEDULE

FINISH AS

SCALE: 1 / 10 SCALE: 1 / 10 NOT TO SCALE

SECTION DETAIL

REPLACE SCORE BOARD SYSTEM W/ NEW

SCOREBOARD SYSTEM

EXST STRUCTURAL SUPPORT

PAINT ON

*WOOD FINISH : SANDING EXST SURFACE, CLEAR URETHANE COAT FINISH

D10@300 BOTH WAY

W/ D10@300 BOTH WAY

100mm THK CONC FLOOR

MPCX2 REC (IN-BOARD WIRELESS RECEIVER KIT)

MPCX2 CONTROLLER CARRYING CASE

WIRELESS HANDHELD CONTROL : MPCX2

BASEBALL & SOFTBALL SCOREBOARD (SIZE : 10’ X 5’ X 8")

NEVCO, MODEL : 1625 (OR APPROVED EQUAL)

(OR APPROVED EQUAL)

LATICRETE, PERMAGUARD MOISTURE SEAL AND CONCRETE DENSIFIER

CONC / CONCRETE DENSIFIER

*FLOOR FINISH

f’c = 24 MPa fy = 400 MPa

- ALL CONCRETE UNLESS NOTED OTHERWISE

MATERIAL STRENGTHS :

2. STEEL

- REINFORCING BARS (SD400 OR GRADE 60)

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH:

AT VICTORY FIELD

REPAIR DETERIORATED STRUCTURES

SCOREBOARD SYSTEM

SECTION DETAIL , WOOD BENCH DETAILS

CONCRETE REINFORCING PLAN, S-1101

NEW GROUND FLOOR PLAN, S-1101

2-D13, 500mm L, REBAR

100mm THK CONC FLOOR

LED SCOREBOARD WITH AMBER/ COLOR DIGITS

JOINT SEALANT

CHOI, SW

KIM, CS

@ 300 OC

W/ NEW 6 DIA EXP BOLT

EXST 37x87 CONT

EXP BOLT

NEW 6 DIA SST

@ END SIDES W/

WOOD BRACKET

EXST 37x87

26 FEB 24

D - 24 - 13

9 12

4. THE CONTRACTOR MAY USE THE LOCAL MATERIAL WITH USER APPROVAL.

3. SCORE BOARD PANEL COLOR AND DIGIT COLOR SHALL BE APPROVED BY USER.

CONTRACTOR IDENTIFIES THE SITE.

ACCORDING TO THE MANUFACTURER’S SPECIFICATIONS AFTER THE

2. THE STRUCTURE FOR INSTALLATION SHALL BE PROPERLY CONSTRUCTED

THE CONTRACTOR.

1. ALL MATERIALS REQUIRED FOR INSTALLATION ARE THE RESPONSIBILITY OF

ALL CONDUITS TO FIRE ALARM CONTROL PANEL SHALL BE RUN INTO THE SIDE OF THE

PANEL WIRING SHALL BE CONCEALED, BUT MAY BE EXPOSED WHERE NOT POSSIBLE.

3-#12AWG WIRES AND 1-#12AWG GROUND WIRE "THWN" IN 16mm CONDUIT.

4-#12AWG WIRES AND 1-#12AWG GROUND WIRE "THWN" IN 16mm CONDUIT.

10.

11.

12.

13.

AN, CHAE YONG

E-1

14.

WIRING CONCEALED IN CEILINGS AND WALL

WIRING CONCEALED IN FLOOR AND WALL

WIRING CONCEALED IN UNDERGROUND

HOMERUN CIRCUIT TO PANELBOARD OR ENCLOSURE

CONTROL CIRCUIT

WIRING EXPOSED ON CEILINGS, WALL AND SECONDARY OVERHEAD

LEGEND, NOTES AND SCOPE OF WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

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

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

ELECTRICAL

MOUNTING HEIGHTS ARE AS BELOW. MEASUREMENT IS TO CENTER OF OUTLET.

2-#14AWG WIRES IN 16mm CONDUIT, (FOR BELL CIRCUIT, 24V DC LINE)

FIRE ALARM DETECTORS SHALL BE LOCATED TO CLEAR ANY LIGHTING FIXTURE A MINIMUM

DISTANCE OF 460mm.

ALL WIRING SHALL BE CONCEALD ABOVE CEILING WHEN THE ROOM HAS CEILING.

GROUNDING WIRE SHALL BE GREEN INSULATED COPPER WIRE IN RIGID GALVANIZED STEEL

CONDUIT WHICH IS TO BE BONDED TO MAIN GROUNDING SYSTEM AT BOTH ENDS.

ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES TWO (2)-#12AWG WIRES

AND ONE (1)-#12AWG GROUND WIRE IN 16mm CONDUIT. A GREATER NUMBER OF

WIRES IS INDICATED AS FOLLOW;

FIRE ALARM CONTROL PANEL----------------------------1520mm ABOVE FLOOR

LIGHTING FIXTURE--------------------SEE LIGHTING FIXTURE SCHEDULE

TOGGLE SWITCH-----------------------1220mm TO CENTER OF THE OUTLET

RECEPTACLE---------------------------460mm TO CENTER OUTLET

PANELBOARD, CIRCUIT BREAKER------------------------SEE SPECIFICATION

2-#14AWG WIRES (FOR SMOKE DETECTOR POWER LINE, 24VDC) AND

1-#18AWG SHIELDED CABLE TWISTED PAIR (FOR SMOKE/HEAT DETECTOR SENSOR

COMMUNCATION LINE) IN 16mm CONDUIT.

FIRE ALARM CIRCUIT SHALL BE DOUBLE LOOF SYSTEM IN A SEPARATE CONDUIT AND ANY

CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES ONE(1)-#18AWG SHIELD CABLE TWISTED

PAIR IN 16mm CONDUIT, A GREATER NUMBER OF WIRES IS INDICATED AS FOLLOWS:

ALL PIPE PENETRATIONS SHALL BE SEALED WITH FIRE RATED CAULKING MATERIAL ON

BOTH SIDE OF FIRE WALLS, FIRE-PARTITIONS, AND FIRE-RATED PIPE CHASE WALLS.

CAULKING MATERIAL SHALL BE VERIFIED BY F&ES OFFICE PRIOR TO CONSTRUCTION.

ALL ELECTRICAL WORK SHALL CONFIRM TO THE LATEST REQUIREMENTS OF THE NATIONAL

ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, FIRE CODE, TECHNICAL STANDARD

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

G E N E R A L N O T E S

MANUAL PULL STATION----------------------------------1370mm ABOVE FLOOR

FIRE ALARM BELL---------------------------------------2130mm ABOVE FLOOR

L E G E N D

REMOVE EXST NEW 1.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY PORTION OF THE JOB BY THE COR

AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON

THE PROJECT.

THE CONTRACTOR SHALL PREPARE AND SUBMIT MATERIAL SUBMITTAL TO THE DESIGN AND TECHNICAL

REVIEW BRANCH FOR APPROVAL PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHALL INDICATE NAME TAG TO ALL ELECTRICAL ITEMS.

PROVIDE ONE SPARE CONDUIT, MINIMUM OF 3/4-INCH (18 mm), FOR EVERY PANELBOARDS.

WORK CLASS: "K" (REPAIR / MAINTENANCE)

///// CC

SCOPE OF WORK

ALL COVER PLATES OF RECEPTACLES AND SWITCHES SHALL BE STAINLESS STEEL METALLIC ONES

AND THE COLOR OF TOGGLE SWITCHES AND RECEPTACLE SHALL BE IVORY.

SIN, YONG SU

BEFOER CONTRACTOR REPLACE/INSTALL ANY TRANSFORMER AT USAG DAEGU, CONTRACTOR SHALL

SUBMIT TWO COPIES OF NON-PCB TRANSFORMER CERTIFICATE TO COR FOR EACH TO BE

INSTALLED TRANSFORMER. NEW TRANSFORMER WILL BE INSTALLED ATFER COR’S APPROVAL FOR

NON-PCB TRANSFORMER CERTIFICATE FOR EACH TO BE INSTALLED TRANSFORMER

W/EMERGENCY BATTERY PACK

ELECTRICAL

CAMP HENRY

AT VICTORY FIELD

REPLACE DETERIORATED STRUCTURES

B3-00002-3J

FLOURESCENT LIGHTING FIXTURES, VARIOUS

LED EXTERIOR WALL MOUNT LIGHTING FIXTURE, 120VAC, 17W

SAFETY SWITCH, FUSIBLE OR NON-FUSIBLE, VARIOUS CAPACITY

W/EMERGENCY BATTERY PACK

CIRCUIT BREAKER ENCLOSURE, VARIOUS CAPACITY

LED LIGHTING FIXTURE, SURFACE / RECESSED MOUNT, VARIOUS

LED LIGHTING FIXTURE, VAPOR TIGHT, WET LOCATION, VARIOUS

REPLACE EXISTING BROKEN SPORTS FLOOD LIGHTS WITH NEW LED ONES ON THE FIELD POLES.

4. REPLACE EXISTING FLOURESCENT LIGHTS WITH NEW LED ONE AT VARIOUS BUILDINGS.

RE-CONNECT POWER LINE FROM EXISTING SCORE BOARD TO NEW SCORE BOARD.

REMOVE EXISTING COMMUNICATION LINE FOR SCORE BOARD.

26 FEB 24

D - 24 - 13

10 12

REPLACE EXISTING BROKEN RECEPTACLE COVER WITH NEW WEATHERPROOF ONE AT DUGOUT.

E-2

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

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

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

ELECTRICAL

AN, CHAE YONG

SIN, YONG SU

LINE

54.032

S-1118

S-

S-1101

W/V

CNTR

CNTRCNTR

CNTR

BLDG.#

S-1154

BLDG.#

S-1153

BLEA

-CHER

BLEA

-CHER

BLEA

-CHER

TRASH

~SIDEWALK~

BLEACHER

CNTR

S -2

~AC~

BLEACHER

BLDG.

E/P

E/PE

E/P

E/P E/P

E/P

L/P

D C

BLEACHER

EXTERIOR LED WALL MOUNT LIGHTS

WALL MOUNTED OUTDOOR, VANDAL RESISTANCE FULL

POLYCHROMATIC FRONT, RUGGED CAST ALUMINUM BACK

HOUSING, UL APPROVED, 175MM W X 280MM H X

137MM D, 120VAC, RATED POWER 17W, CRI 80

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

KEY PLAN

- E-2

P-1

SCALE : 1 / 100

REMOVE & NEW LIGHTING PLAN ("C")

SCALE : 1 / 100

1ST FL. 2ND FL. 1ST FL. 2ND FL.

SCALE : 1 / 100

REMOVE & NEW LIGHTING PLAN ("E")

- E-2

D-1

NOT TO SCALE

CAMP HENRY

AT VICTORY FIELD

REPLACE DETERIORATED STRUCTURES

(TYP. OF 3EA)

(TYP. OF 2EA)

NEW LIGHTS "NS-1"

(TYP. OF 4EA)

NEW LIGHTS "NS-1b"

(TYP. OF 1EA)

NEW LIGHTS "NS-3"

(TYP. OF 1EA)

NEW LIGHTS "NS-1"

(TYP. OF 1EA)

NEW LIGHTS "NS-3"

(TYP. OF 1EA)

- E-2

S-1 LIGHTING FIXTURE SCHEDULE

NOT TO SCALE

LIGHTING FIXTURE DETAIL

LIGHTING FIXTURE DETAIL AND SCHEDULE

LATRINE

MEN

WOMEN

LATRINE

MEN

WOMEN

LATRINE

LIFE TIME>50,000HRS, UL LISTED, DAMP LOCATION, CCT 4000K

200mmW X 1200mmL, RATED POWER 34W, 120~277VAC, 4000LM, LED SURFACE MOUNTED LINEAR LIGHTS, FIBERGLASS HOUSING, NEW LIGHTS "NS-2"

NEW LIGHTS "NS-1b"

SCALE : 1 / 100

(TYP. OF 3EA)

NEW LIGHTS "NS-2"

WPWP

NEW WEATHERPROOF COVER

REMOVE & NEW LIGHTING PLAN ("A")

- E-2

P-2 REMOVE & NEW LIGHTING PLAN ("B")

BROKEN WEATHERPROOF COVER

- E-2

P-3

- E-2

P-4

- E-2

P-5

REMOVE & NEW LIGHTING PLAN ("D")

S S

B3-00002-3J

26 FEB 24

D - 24 - 13

11 12

REMOVE & NEW LIGHTING SYSTEM PLAN,

LED FLAT PANEL LIGHTS (1’X4’)

TYPE "NS-3"

NS-1b : SAME AS NS-1 W/EMERGENCY BATTERY PACK

RECESSED / SURFACE MOUNT, WHITE POWDER COATED ALUMINUM

ALUMINUM FRAME, 300MM W X 1212MM L, RATED POWER 32W,

EFFICIENCY 125 LPW MIN, UL APPROVED, 120~277VAC,

COLOR TEMP. 4000K, CRI 80, LIFE TIME 50,000HRS.

TYPE "NS-2"

LINEAR LED VAPOR TIGHT LIGHTING FIXTURE

TYPE "NS-1"

- E-4

P-1

AN, CHAE YONG

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

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

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

ELECTRICAL

SIN, YONG SU

ELECTRICAL

CAMP HENRY

AT VICTORY FIELD

REPLACE DETERIORATED STRUCTURES

B3-00002-3J

LINE

54.032

S-1118

S-

S-1101

W/V

CNTR

CNTRCNTR

CNTR

BLDG.#

S-1154

BLDG.#

S-1153

BLEA

-CHER

BLEA

-CHER

BLEA

-CHER

TRASH

~SIDEWALK~

BLEACHER

CNTR

S -2

~AC~

~SYNTHETIC TURF~

BLEACHER

BLDG.

E/P

E/PE

E/P

E/P E/P

E/P

L/P

P1P2

BLEACHER

KEY PLAN

NOT TO SCALE- E-3

P-1

NOT TO SCALE

LIGHTING FIXTURE DETAIL

SPORTS LED FLOOD LIGHTS

E-3

NEW SPORTS FLOOD LIGHTING FIXTURE PLAN

PLAN AND LIGHTING FIXTURE DETAIL

NEW SPORTS FLOOD LIGHTING FIXTURE

- E-3

D-1

LIGHTING POLE DETAIL

P1 P2

(TYP. OF 3 EA)

NEW LIGHTS "NS-4"

(12EA PER POLE)

EXISTING LIGHTS

EFFICIENCY 110 LPW, LIFE TIME 50,000HRS, IP66 RATING, UL LISTED.

POWER RATE 800W,1PH, 277~480VAC, 60Hz, CCT 5700K, CRI>80, POWDER PAINTING FINISH, TEMPERED GLASS 4.0T CLEAR COVER, SPORTS FLOOD LIGHTS, YOKE MOUNTED, CAST ALUMINUM BODY, TYPE "NS-4"

SCOREBOARD PLAN ("F")

NOT TO SCALE

CONTROL CABLE CONNECTION POINT

POWER CABLE CONNECTION POINT

SCOREBOARD

ENCLOSED CIRCUIT BREAKER

NEW

CONTROL CABLE

JUNCTION BOX FOR

CIRCUIT BREAKER

RELOCATED ENCLOSED

NEW SCOREBOARD

(44mm X 54mm X 75mm)

EXTENDED POWER CABLE

NEW JUNCTION BOX WITH

1-#12(G) IN 16mmC

2-#12 AWG "THWN" &

EXISTING / REMOVAL

26 FEB 24

D - 24 - 13

12 12

PLATFORM

B3-00002-3J_T01-Default-000

B3-00002-3J_C01-Default-000

B3-00002-3J_C02-Default-000

B3-00002-3J_C03-Default-000

B3-00002-3J_C04-Default-000

B3-00002-3J_C05-Default-000

B3-00002-3J_C06-Default-000

B3-00002-3J_A001-Default-000

B3-00002-3J_AE101-Default-000

B3-00002-3J_AE102-Default-000

B3-00002-3J_E01-Default-000

B3-00002-3J_E02-Default-000

B3-00002-3J_E03-Default-000

File details come from the government source that posted it. Updated Apr 17, 2024.