Attachement 1 DRAWING FOR INSTALL SATE PARK CP WALKER.pdf

PDF 6 MB Posted May 19, 2022

Attached to: W90VN922R0054 Install Skate Park at Tower#2 Area, Army Family Housing, Camp Walker
Solicitation number: W90VN922R0054
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

USING AGENCY

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 - 22 - 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

JA-10019-2J

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

DATE: 27 APR 22

C - 12

C - 23

C - 34

CAMP WALKER

LOCATION PLAN

C - 45

C - 56

C - 67

E - 616

E - 515

E - 414

E - 313

E - 212

E - 111

CIVIL

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER 2 AREA,

PROJECT NO. JA-10019-2J, CAMP WALKER

E - 717 16 OF 18

ELECTRICAL

REMOVAL PLAN

LEGEND, NOTES AND SCOPE OF WORKS

EXISTING LIGHTING PLAN - 3RD FLOOR

NEW LIGHTING PLAN - 3RD FLOOR

ENLARGED UTILITY ROOM PLAN AND 2ND FLOOR LOCATION PLAN

LIGHTING FIXTURE INSTALLATION DETAIL AND LIGHTING FIXTURE DETAIL

EXISTING AND NEW PANEL SCHEDULE "LP2"

FENCE GROUNDING PLAN, FENCE GROUNDING DETAIL AND CONCRETE FOOTING DETAIL

C - 910

C - 89

C - 78 7 OF 18

E - 818 17 OF 18

E - 919 18 OF 18

SITE LAYOUT PLAN (TOWER#2)

SITE LAYOUT PLAN (NEAR BLDG. #S-147)

SITE LAYOUT PLAN (NEAR T-164)

JOINT PLAN AND DETAILS

TYPICAL SECTIONS

PVC COATED CHAIN LINK FENCE & GATE DETAILS

EQUIPMENT SCHEDULE AND TYPICAL SECTION AND DETAILS

GAZEBO POWER PLAN - NEAR BLDG S-131

GAZEBO POWER PLAN - NEAR T-164

APSAN OVERHEAD BRIDGE

LIMITED AREA

ETC

STOP

S-398

S-363

S-373

S-372 S-367

S-409

T-392 T-391T-390

T-235 Golf Course

S-468

T-445

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-721

T-235 Golf Course

S-357

GATE 6

S-403

TMP Washrack

188TH MP S-431

S-430

T-433

S-441

GOLAN 10

T-442

S-414

S-411

S -416S

-410

S-440

S-711

T-712

S-358 T-364

S-356

T-355

S-349

S-408 T-421

S -420

S-353 S-399

T-342

T-387

S-701

S-348

T-235 Golf Course

KELLY FIELD

S-252

S-283

S-205

S-208

S -2

S-261

S-260

S-202

S-217

S-212

S-222

S-382

S-362

S-360

S-368

S-386

S-38

T-235 Golf Course

S-2

S-

S-148

S-149

T-164

S-166

S-565

S-161

T-158

S-617

STREET

WASHINGTON

S-556

S-

S-5

S-57

S-574

S-585

S-557

S-182 S-555

S-556

S 1S-566

S-315

T-569

S-57

S-584

T-614

S-226

S-316

S -602

S-601

S-

S-221

T-573

S-267

S-228

S-230

S-227

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S-592

T-594

S-379

S-374

S-310

T-340

S-330

S-237

SUBSTATION

CDC

MIDDLE / HIGH SCHOOL

S-321

S-359

T-462

S-36

S-38 S-8

S-1

S-32

S-21 S-22

T-20

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 SCALE : 1 / 3000

GRAPHIC SCALE

(IN METERS)

0 60 120

SCALE: 1 : 3000

GATE 4

F A

H O

U S

W E

P A

R K

R U

C T

U R

P A

R K

R U

C T

U R

TOWER 2

FAMILY HOUSING

P A

R K

R U

C T

U R

P A

R K

R U

C T

U R

TOWER 3

FAMILY HOUSING

T O

W E

F A

U S

S-393

CIVIL

CAMP WALKER

S-350

S-352

S-344

S-341 tank-1 water tank-2 water

C A

P :2

G A

SEPTIC TANK

TANK

SEPTIC

1 18

D - 22 - 13

THIS PROJECT

CHI, K. K.

AS SHOWN C-1

LOCATION PLAN

27 APR 22

JA-10019-2J

KU, HUN MO

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

1SEE SITE PLANS

T-163

T-165

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.

C-2

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:

LEGEND:

SCALE : 1 / 100- 2

REMOVAL PLAN

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

ITEMS TO BE REMOVED

REMOVAL NOTES

REMOVAL PLAN

JA-10019-2J

27 APR 22

D - 22 - 13

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

EXISTING CHAIN-LINK FENCE, ETC.

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

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

CAMP WALKER

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

P L

A N

P L

A N

P L

A N

P L

A N

P L

A N

P L

A N

L A

N T

P L

A N

P L

A N

T .7

P L

A N

P L

A N

B L

D G

B L

D G

B L

D G

B L

D G

B L

D G

H R

P A

B E

F D

T R

A S

T R

A S

S B

U R F

S U

R F

G R

C L F

L P

E L E

G L

L .9

G L

L .9

G L

L .9

G L

REMOVE EXISTING TREE

PROJECT WORK LIMITS

TO BE REPLACED

EXISTING BRICK PAVEMENT

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

BINS

REMOVE/ REINSTALL EXISTING TRASH

REF. C-3

SEE NOTES, NO.3 ON DRAWING

RELOCATE EXISTING PICNIC TABLES

FOR BARBECUE GRILLS

REMOVE EXISTING CONCRETE PADS

SEE TYPICAL SECTION

WATERPROOFED SAME AS EXIST, AS REQUIRED)

FOR GAZEBO, (REMOVED SURFACES SHALL BE

REMOVE EXISTING CONCRETE FOOTINGS AND ETC.

SEE TYPICAL SECTION

SAME AS EXIST, AS REQUIRED)

SURFACES SHALL BE WATERPROOFED

AND ETC. FOR GAZEBO, (REMOVED

REMOVE EXISTING CONCRETE FOOTINGS

SEE NOTES, NO.2 ON DRAWING REF. C-3

EXISTING BENCHES TO BE RELOCATED

REF. C-3

SEE NOTES, NO.2 ON DRAWING

EXISTING GAZEBO TO BE RELOCATED

REF. C-3

SEE NOTES, NO.2 ON DRAWING

TO BE RELOCATED

EXISTING BARBECUE GRILLS

REF. C-3

SEE NOTES, NO.2 ON DRAWING

EXISTING GAZEBO TO BE RELOCATED

REF. C-3

SEE NOTES, NO.2 ON DRAWING

EXISTING BENCHES TO BE RELOCATED

2 18

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.

#1 (CONSTRUCTION/ALTERATION)

#2 (REPAIR/MAINTENANCE)

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

JA-10019-2J

27 APR 22

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

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

#3 (GENERAL REQUIREMENTS)

C-3

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

D - 22 - 13

CAMP WALKER

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

P V

M T

V M

P V

M T

P L

A N

P L

A N

P L

A N

P L

A N

P L

A N

L A

N T

P L

A N

T .7

P L

A N

P L

A N

B L

D G

B L

D G

B L

D G

B L

D G

B L

D G

H R

F D

T R

A S

T R

A S

S B

U R F

S U

R F

G R

C L F

L P

G L

L .9

G L

NOTES:

REMOVE/ REINSTALL EXISTING TRASH BINS

RELOCATE EXISTING PICNIC TABLES.

REMOVE/ REINSTALL EXISTING TRASH BINS.

1,200

1, 1,200

1, DRAINAGE SURFACE.

FINISH SURFACE SHALL BE WELL SLOPED AND HAVE POSITIVE

PROJECT WORK LIMITS

S=1% MIN. S=1% MIN.

SEE TYPICAL SECTIONS, JOINT PLAN AND DETAILS

PORTLAND CEMENT CONCRETE PAVEMENT

REPLACE EXISTING BRICK PAVEMENT WITH NEW

SINGLE GATES, (W=1,000, H=2,400) WITH PLASTIC COVERS.

INSTALL NEW PVC COATED CHAIN LINK FENCE, (H=2,400) AND

CONCRETE PAVEMENT.

REPLACE EXISTING BRICK PAVEMENT WITH NEW PORTLAND CEMENT

EXISTING BRICK PAVEMENT

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

REMOVE EXISTING TREES.

REMOVE EXISTING CONCRETE PADS FOR BARBECUE GRILLS.

SEE TYPICAL SECTION AND DETAILS

WITH PLASTIC COVERS

(H=2,400) AND SINGLE GATES (W=1,000, H=2,400)

INSTALL NEW PVC COATED CHAIN LINK FENCE,

2,500

7,500

2,500 ,0

4,000

SPINE), GRIND BOX, SKATE RAIL AND BUMPS (SPEED AND RAIL).

INSTALL NEW WOOD RAMPS,(HALF PIPE, QUARTER PIPE, BANK, WAVE,

REMOVE EXISTING CONCRETE FOOTINGS AND ETC. FOR GAZEBOS.

SEE TYPICAL SECTIONS

CONSTRUCT NEW CONCRETE CURB, (FLUSH TYPE)

CONSTRUCT NEW CONCRETE CURB, (FLUSH TYPE).

CONSTRUCT NEW 1.0 B RED BRICK WALL.

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’BUMP TO RAIL’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’QUARTER PIPE RAMP’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’SKATE RAIL’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’BANK RAMP’

SEE EQUIPMENT SCHEDULE

WITH HADRAIL

INSTALL NEW ’HALF PIPE RAMP’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’SPEED BUMPS’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’BANK RAMP’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’BUMP TO RAIL’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’GRIND BOX’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’QUARTER PIPE RAMP’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’SPINE RAMP’

SEE EQUIPMENT SCHEDULE

INSTALL NEW ’WAVE RAMPS’

EXISTING PLANTER ELEVATION

WALL,(H=APPROX. 890) TO MATCH

CONSTRUCT NEW 1.0 B RED BRICK

9.SEE THE ELECTRICAL DRAWING(S) FOR THE ELECTRICAL WORKS.

5.CHAIN LINK TOP RAIL SHALL BE COVERED WITH PLASTIC COVERS.

SATISFACTORY CONDITIONS.

WORKS. ANY DAMAGES SHALL BE REPAIRED AND REPLACED TO

COVERED CONCRETE DITCH AND BRICK PAVER DURING PAVEMENT

CONTRACTOR SHALL BE CAREFULLY CONSTRUCT AROUND STEEL

SCALE : 1 / 100- 3

SITE LAYOUT PLAN (TOWER#2)

SCOPE OF WORK (TOWER#2)

SITE LAYOUT PLAN (TOWER#2)

BEFORE INSTALLATION.

AND ETC.) SHALL BE CONFIRMED AND APPROVED BY USING AGENCY

THE LOCATIONS OF ALL EQUIPMENTS (RAMPS, GRIND BOX, RAIL, BUMPS

NO. C-4 AND C-5.

BENCHES SHALL BE VERIFIED ON THE SITE LAYOUT PLANS, DRAWINGS

THE LOCATIONS OF EXISTING GAZEBOS, BARBECUE GRILLS AND

OF COR.

SHALL RETURN TO USING AGENCY IN ACCORDANCE WITH GUIDANCE

THE EXISTING PICNIC TABLES ARE SALVAGEABLE MATERIALS, AND

KNUCKLED EDGE AND GREEN COLOR PVC COATED FABRIC.

CHAIN LINK FENCE AND GATES ALONG THE SKATE PARK SHALL BE

LOCATED SO IT FLOWS WELL.

EQUIPMENTS TO ENSURE THE ALL EQUIPMENTS ARE PROPERLY

CONTACT DPW AND ACQUIRE DIRECTION TO PLACE THE ALL

AND ETC.) PLACEMENT BY THE CONTRACTOR, CONSTRACTOR SHALL

PRIOR TO THE ALL EQUIPMENTS (RAMPS, GRIND BOX, RAIL, BUMPS

3 18

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

SCALE: 1 : 100

2000 4000

JA-10019-2J

27 APR 22

C-4

D - 22 - 13

CAMP WALKER

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

SCALE : 1 / 100- 4

108.508

BLDG

108.527

BLDG

108.575

BLDG

108.479

BLDG

108.425

BLDG

109.37BLDG

106.867

BLDG

107.441

BLDG

107.436

BLDG

105.873

BLDG

107.48BLDG

107.439

BLDG

108.475

BLDG

107.44BLDG

107.539

SWALK

107.498

SWALK

107.437

SWALK

107.429

SWALK

107.598

SWALK

107.49SWALK

107.465

SWALK

107.423

SWALK

108.39SWALK

108.33SWALK

108.239

SWALK

108.235

SWALK

108.503

SWALK

108.5SWALK

108.366

SWALK

108.379

SWALK

107.43STOOP

108.447

HRAIL

108.436

HRAIL

107.44TREE

107.588

TREE

107.641

TREE

107.846

TREE

107.913

TREE

107.928

TREE

107.962

TREE

108.103

TREE

108.445

TREE

108.987

TREE

107.404

107.589

107.991

107.49SH

107.551

107.549

107.979

107.86SH

107.828

107.755

107.631

107.589

107.61SH

107.669

SH 107.715

SH 107.723

107.742

107.76SH

107.752

108.507

108.457

108.575

108.585

108.489

108.471

108.427

107.516

107.802

107.831 A

107.821 A

107.877 A

107.925 A

107.854

FEN

107.919

FEN

108.036

PAD

108.169

STEP

107.395

STEP

107.373

STEP

106.948

STEP

107.094

STEP

107.389

STEP

107.773

107.679

107.702

107.907

108.205

108.194

108.12GL

108.065

108.363

GLE/P

E/P

BLDG. #S-131A

~SIDEWALKS~

#1 (CONSTRUCTION/ALTERATION)

#2 (REPAIR/MAINTENANCE)

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

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

#3 (GENERAL REQUIREMENTS)

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

RELOCATE EXISTING BENCHES.3.

RELOCATE EXISTING GAZEBO

RELOCATE EXISTING BENCHES

PROJECT WORK LIMITS

GRILL SAME AS EXIST.

RELOCATE EXISTING BARBECUE

GRILL SAME AS EXIST.

RELOCATE EXISTING BARBECUE

SEE TYPICAL SECTION

(1,000 X 600) FOR BARBECUE GRILL

CONSTRUCT NEW CONCRETE PAD,

SEE TYPICAL SECTION

(1,000 X 600) FOR BARBECUE GRILL

CONSTRUCT NEW CONCRETE PAD,

RELOCATE EXISTING BARBECUE GRILLS.

RELOCATE EXISTING GAZEBO.

GRILLS.

CONSTRUCT NEW CONCRETE PADS, (1,000 X 600) FOR BARBECUE

3,0003,000

EL=108.508

E 0.000 N 0.000

NAIL #1

E 26.327 N 15.105

E 25.327 N 14.505

E 22.327 N 13.225

E 20.093 N 10.990

E 16.933 N 10.990

E 10.698 N 14.505

E 11.698 N 15.105

E 16.933 N 18.620 E 20.093

N 18.620

EL= 107.440

E 4.251 N 29.719

NAIL #2

BLDG. #S-147

SITE LAYOUT PLAN (NEAR BLDG. #S-147)

SCOPE OF WORK (NEAR BLDG. #S-147)

SITE LAYOUT PLAN (NEAR BLDG. #S-147)

SOD WITH TOP SOIL AND SOLID SODDING.

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION4.

(PROJECT WORK LIMIT)

AND FINISH GRADE

EXCAVATE AND COMPACT SUBGRADE

SOD WITH TOP SOIL AND SOLID SODDING

SEE TYPICAL SECTION

FOUNDATIONS FOR GAZEBO

CONSTRUCT NEW CONCRETE

CONSTRUCT NEW CONCRETE FOUNDATIONS FOR GAZEBO.

108.35

FIN. EL.=

4 18

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

SCALE: 1 : 100

2000 4000

JA-10019-2J

27 APR 22

C-5

D - 22 - 13

CAMP WALKER

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

SCALE : 1 / 100- 5

#1 (CONSTRUCTION/ALTERATION)

#2 (REPAIR/MAINTENANCE)

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

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

#3 (GENERAL REQUIREMENTS)

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

RELOCATE EXISTING BENCHES.3.

RELOCATE EXISTING BARBECUE GRILLS.

RELOCATE EXISTING GAZEBO.

GRILLS.

CONSTRUCT NEW CONCRETE PADS, (1,000 X 600) FOR BARBECUE

117.466

BLDG

117.472

BLDG

117.444

BLDG

117.736

POST

117.441

BIN

117.482

BIN

117.581

PAD

117.67

PAD

117.62

PAD

117.36

BEN

117.557

BEN

117.582

BEN

117.619

BEN

117.322

TABLE

117.541

CHAIR

117.258

117.353

118.211

WIRE

118.019

STUMP

119.112

118.714

119.665

120.612

121.235

120.947

120.648

120.098

119.875

119.576

119.601

117.713

117.72

117.096

117.158

117.287

117.64

117.632

116.889

120.822

TREE

120.74

TREE

121.095

TREE

120.486

TREE

121.015

TREE

121.458

TREE

116.896

TREE

117.88

TREE

116.927

TREE

116.923

TREE

121.187

INLET

121.186

INLET

120.588

HRAIL

123.14

HRAIL

117.347

HRAIL

121.994

SWALK122.037

SWALK

122.043

SWALK

121.32

SWALK

119.49

SWALK

117.278

SWALK

117.395

SWALK

119.499

SWALK

121.711

SWALK

121.97

SWALK

121.999

SWALK

117.704

120.408

120.036

119.995

119.466

118.935

118.757

118.559

119.115

119.441

118.88

118.568

118.221

117.863

117.704

117.792

118.057

118.007

117.322

117.181

116.952

118.55

119.353

119.244

119.844

119.918

120.234

120.585

120.947

120.301

118.803

118.251

E/P

L/P

E/P

TREE

T-164 T-163

117.217

SITE LAYOUT PLAN (NEAR T-164)

SCOPE OF WORK (NEAR T-164)

SITE LAYOUT PLAN (NEAR T-164)

SOD WITH TOP SOIL AND SOLID SODDING.

(PROJECT WORK LIMIT)

AND FINISH GRADE

EXCAVATE AND COMPACT SUBGRADE

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

SOD WITH TOP SOIL AND SOLID SODDING

REMOVE EXISTING TREE

GRILL SAME AS EXIST.

RELOCATE EXISTING BARBECUE

RELOCATE EXISTING GAZEBO

GRILL SAME AS EXIST.

RELOCATE EXISTING BARBECUE

SEE TYPICAL SECTION

(1,000 X 600) FOR BARBECUE GRILL

CONSTRUCT NEW CONCRETE PAD,

RELOCATE EXISTING BENCHES

REMOVE EXISTING TREE.

REMOVE EXISTING EYE BOLT.4.

LEGEND:

ITEMS TO BE REMOVED

118.0

118.5

119.0

119.5

120.5

121.0

120.0

3,000

EXISTING BARBECUE GRILL

REMOVE EXISTING CONCRETE TABLE

SEE TYPICAL SECTION

(1,000 X 600) FOR BARBECUE GRILL

CONSTRUCT NEW CONCRETE PAD,

REMOVE EXISTING EYE BOLT

PROJECT WORK LIMITS

REMOVE EXISTING CONCRETE TABLE.6.

EL=117.444

E 0.000 N 0.000

NAIL #1

EL=117.466

E -5.915 N -3.450

NAIL #2

E 3.000 N -1.425

E 4.000 N -2.025

E 7.867 N 3.630

E 6.867 N 3.030

E 10.867 N -0.550

2 9

E 18.496 N 2.610

E 18.496 N -0.550

E 13.102 N -2.785

E 16.371 N 4.844

CONSTRUCT NEW CONCRETE FOUNDATIONS FOR GAZEBO.

SEE TYPICAL SECTION

FOUNDATIONS FOR GAZEBO

CONSTRUCT NEW CONCRETE

117.5

118.36

117.5

118.0

FIN. EL.=

5 18

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.

SCALE : 1 / 100- 6

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

JA-10019-2J

27 APR 22

C-6

D - 22 - 13

CAMP WALKER

JOINT PLAN

APPROX. 22,000

A P P

R O

X 1, A

CONTRACTION JOINT

EXPANSION JOINT

- 6 NOT TO SCALE

JOINT SEALANT DETAILS (TYP.)

EXPANSION JOINT

LEGEND:

EXPANSION JOINT

CONTRACTION JOINT

SKATE PARK SURFACING

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

f’c = 24 MPa

MATERIAL STRENGTHS

JOINT PLAN AND DETAILS

(CONTRACTION JOINT: 6 EQUAL SPACES)

(C O

N T R

A C

J O

Q U

A L

S P

A C

E S

JOINT SEALERJOINT FILLER

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

AND NONSLIP SURFACE.

CONCRETE SURFACE SHALL BE FLAT, AND SHALL PROVIDE A SMOOTH

SLUMPING. ANY CONCRETE WITH BROOM FINISH IS UNACCETABLE.

THE CONCRETE SURFACE SHALL BE TROWEL FINISH AND FREE OF

NOTE:

1.REINFORCING BARS ARE NOT SHOWN. SEE THE DRAWINGS, NO. C-5

6 18

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.

CAMP WALKER

NOT TO SCALE

EXISTING ROOF SLAB

JOINT SEALANT

EXISTING BIRCK PAVER

~10

(T=100, ASSUMED)

EXISTING CONCRETE TOPPING

MIN.

TYPICAL SECTION -1

TYPICAL SECTIONS

JA-10019-2J

C-7

SLOPE 1%

EACH WAY

D10@250 O.C

40 (ASSUMED)

SURFACE (ASSUMED)

EXISTING WATERPROOFED

NOT TO SCALE

2 TYPICAL SECTION -2

EXISTING ROOF SLAB

(T=100, ASSUMED)

EXISTING CONCRETE TOPPING

(T=100, ASSUMED)

EXISTING CONCRETE TOPPING

FOR GAZEBO

EXISTING CONCRETE FOOTING

ALL STEEL MATERIAL FOR CHAIN LINK FENCE SHALL BE HOT-DIP GALVAIZED.

NOTES:

DAMAGED WATER PROOFING SHALL BE RESTORED SAME AS EXIST, AS REQUIRED.2.

SURFACE (ASSUMED)

EXISTING WATERPROOFED

NEW SHEET WATERPROOFING

3 3

RE-BAR D10

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

27 APR 22

D - 22 - 13

SLOPE 1%

EACH WAY

D10@250 O.C

3.ANCHOR BOLTS SHALL BE INSTALLED BEFORE CONCRETE POURING.

PLASTIC COVER

FOR CHAIN LINK FENCE

GALVANIZED STEEL POST

& NUTS

WITH 4- M12 ANCHOR BOLTS

BASE PLATE 200 X 200 X 10 (t)

CONCRETE PAVEMENT

PORTLAND CEMENT

SHALL BE @ EVERY 1,000mm)

(CONTRACTION JOINT SPACE

CONCRETE FLUSH CURB

CONCRETE PAVEMENT

PORTLAND CEMENT

7 18

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.

CAMP WALKER

- NOT TO SCALE

PVC COATED CHAIN LINK FENCE AND GATE DETAILS (H=2,400)

JA-10019-2J

C-8

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

27 APR 22

D - 22 - 13

LINK FABRIC (TYP.)

9 GAUGE PVC COATED CHAIN

SELVAGE

KNUCKLED

42mm DIA.

TOP RAIL,

42mm DIA.

BOTTOM RAIL,

60mm DIA.

LINE POST,

73mm DIA.

CORNER, END POST,

42mm DIA.

BRACE RAIL,

SELVAGE

KNUCKLED

2,100 MAX.2,100 MAX.

NEW PLASTIC COVER

LINE POST ATTACHMENTS

PLAN

ELEVATION

TIE WIRES

LATCH ASSEMBLY

FABRIC

OF FABRIC)

TOP AND BOTTOM

WITHIN 100 FROM

(380 O.C. MAX. AND

9-GAGE TIE WIRE

100mm DIA.

GATE POST, GATE HINGE

TRUSS ROD

42mm DIA.

TOP RAIL,

42mm DIA.

BRACE RAIL,

42mm DIA.

BOTTOM RAIL,

GATE LATCH

NEW PLASTIC COVER

LCLC

1,000

LINK FABRIC (TYP.)

9 GAUGE PVC COATED CHAIN

PVC COATED CHAIN LINK GATE (TYP.)

BAR

STRETCHER

BAND

TRUSS ROD

STANDARD

BAR BAND

STRETCHER

GATE FRAME

(10 MIN. DIA.)

TRUSS ROD

13 BOLT

DRILL 14 FOR

POST HINGE

GATE POST

TRUSS ROD AND BAND

TRUSS ROD(10 MIN. DIA.)

END OR GATE POST DETAIL

FENCE POST

FABRIC LINK

TO ENGAGE EACH

STRETCHER BAR

TENSION BAR

CARRIAGE BOLT

TOP AND BOTTOM OF FABRIC)

(380 O.C. MAX. AND WITHIN 100 FROM

TENSION BAND

FABRIC

CLAMP FOR BRACE RAIL

FENCE POST

TRUSS ROD

TENSION BAND

PVC COATED CHAIN LINK FENCE (TYP.)

PVC COATED CHAIN LINK FENCE & GATE DETAILS

CHAIN LINK TOP RAIL SHALL BE COVERED WITH PLASTIC COVERS.

NOTES:

EACH GATE, AND SEE ELETRICAL DRAWING(S).

FENCE GROUNDING: ALL FENCES SHALL BE GROUNDED AT EACH CORNER AND SIDE OF

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

AS SHOWN

TOP/BRACE RAIL ATTACHMENT

(STAINLESS STEEL)

9-GAGE TIE WIRES

FABRIC

(STAINLESS STEEL)

9-GAGE TIE WIRES

8 18

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.

CAMP WALKER

- NOT TO SCALE

JA-10019-2J

1 EQUIPMENT SCHEDULE

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

D - 22 - 13

QUARTER PIPE RAMP BANK RAMP SPINE RAMP GRIND BOX SKATE RAIL1 2 3 8 9

MANUFACTURER

WOOD WOOD WOOD WOOD STEEL

QUARTER PIPE RAMP- 8’ WIDE WEDGE BUMP RAMP QUARTER PIPE RAMP- SPINE GRIND BOX- 6’

OC RAMPS INC. / https://ocramps.com

REMARKS

MATERIAL

DIMENSION (6 ft-5 in x 8 ft x 3 ft-2 in) 1,956 (L) X 2,438 (W) X 965 (H)

(4 ft x 3 ft-2 in x 1 ft) 1,219 (L) X 965 (W) X 305 (H)

(6 ft-4 in x 3 ft-2 in x 2 ft) 1,930 (L) X 965 (W) X 610 (H)

(6 ft x 1 ft-7 in x 9 in) 1,829 (L) X 483 (W) X 229 (H)

DESCRIPTION

WAVE RAMP5 6 BUMP TO RAIL 7

OC RAMPS INC. / https://ocramps.com

BUMP TO RAIL

WOOD (BUMP) / STEEL (RAIL) WOOD

WOOD WOOD

SPEED BUMP

JORDAN HOFFART’S

(8 ft x 4 ft x 1 ft-2 in) 2,438 (L) X 1,219 (W) X 356 (H)

RAIL- 6’ FLAT

GREEN MONSTER SKATE

OUTDOOR HALF PIPE

4FT HIGH (120CM)

WITH HANDRAIL

HALF PIPE RAMP

(15 ft-6 in x 7 ft-11 in x 3 ft & 1 ft-11 in ) 4,720 (L) X 2,400 (W) X 900 & 580 (H)

MODULAR WOOD WAVE RAMP

https://koramps.com.au

KO RAMPS INC./

https://yowsurf.com

YOW INC. /

NOTES:

AND FOLLOWED MANUFACTURER’S TECHNICAL ASSISTANCE.

ALL EQUIPMENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATION

(23 ft-8 in x 15 ft-9 in x 4 ft) 7,200 (L) X 4,800 (W) X 1,200 (H)

-RAIL HEIGHT: 1 ft-5 in (8 ft x 4 ft x 1 ft) 2,438 (L) X 1,219 (W) X 305 (H)

(8 ft x 1 ft-7 in x 11 in to 14 in) 2,438 (L) X 483 (W) X 279 to 356 (H)

QUANTITY 2 SETS 2 SETS 1 SETS 1 SETS 3 SETS 2 SETS 2 SETS 1 SETS 1 SETS

EQUIPMENT SHALL BE AS LISTED OR APPROVED EQUAL.

ITEMS

AND CERTIFIED MANUFACTURERS.

EQUIPMENTS SHALL BE COMMERCIALLY AVAILABLE AND SHALL BE PROVIDED BY REGISTERED

AS SHOWN

SEE LAYOUT PLAN

1,200

70D

B A

R S

STEEL PLATE (T=20)

CHAMFER (20X20)

TO BE RELOCATED

EXISTING GAZEBO

ANCHOR BOLT

LEAN CONCRETE (T=100)

BASE COURSE (T=150)

~ SUBGRADE COMPACTED ~

1,200

S=0.5% (TYP.)

3 (MAX.)

S=0.5% (TYP.)

3 (MAX.)3

- NOT TO SCALE

TYPICAL SECTION AND DETAILS

C-9

FIN.G.L

CONCRETE PAD

CHAMFER (20X20)

BASE COURSE

- NOT TO SCALE9

3 CONCRETE PAD DETAILS

D16@200 OC E.W.T.B

ABBREVIATION:

O.C: ON CENTER

T.B: TOP AND BOTTOM

E.W: EACH WAY

TYPICAL SECTION AND DETAILS

EQUIPMENT SCHEDULE AND

NOTE:

MATERIAL PROPERTIES.

SEE DRAWING REF. NO. C-6 FOR

OC. E.W

D13@300

NOTE:

BEFORE CONCRETE POURING.

CONTRACTOR SHALL INSTALL CONDUITS FOR THE ELECTRICAL WORKS (ASSUMED)

27 APR 22

9 18

JA-10019-2J

AS SHOWN

ELECTRICAL

E-01

LEGEND, NOTES AND SCOPE OF WORKS

DRAWING NO. REF NO.

SHEET OF

US ORIGIN MATERIAL:

INDICATED ON THE DRAWINGS.

INTERNET SITE (http//www.cckbid.com). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE AS

DATED FEBRURY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

ALL GENERIC US ORIGIN MATERIALS SHALL BE AS OFF-SHORE IN THE GENERIC SUBMITAL

CAMP WALKER

D - 22 - 13

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT 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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KIM, CK

SIN, YS

HGFEDCBA

27 APR 22

L E G E N D

REMOVE EXST NEW

VARIOUS WATT LED PANEL AND DRIVER WITH EMERGENCY UNIT.

LED FLAT LIGHTING FIXTURE, 300MM W X 1200MM L, 120~277VAC,

VARIOUS WATT LED PANEL AND DRIVER WITH EMERGENCY UNIT.

LED FLAT LIGHTING FIXTURE, 300MM W X 1200MM L, 120~277VAC,

WPS WPS WPS WALL MOUNTED, 277V-1P-20A

TOGGLE SWITCH WITH WEATHER PROOF ENCLOSURE,

PANELBOARD OR LOAD CENTER

MAGNETIC SWITCH

WIRING CONCEALED IN CEILINGS AND WALL

WIRING CONCEALED IN FLOOR AND WALL

WIRING EXPOSED ON CEILINGS AND WALL

WIRING CONCEALED IN UNDERGROUND

HOMERUN CIRCUIT TO PANELBOARD OR ENCLOSURE

J J JUNCTION BOXJ

WIRES IS INDICATED AS FOLLOW;

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

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

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

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

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

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

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

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

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

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

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

CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH AREA DPW. SIGNAL BRIGADE, CATV BEFORE4.

S C O P E O F W O R K

ELECTRICAL

REPAIR / MAINTENANCE

CONSTRUCTION

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

PROVIDE NEW ELECTRICAL POWER SYSTEM FOR NEW LIGHTING POLES AS SHOWN IN THE DRAWINGS.

ENCLOSED CIRCUIT BREAKER

COMPACT FLUORESCENT LIGHTING FIXTURE, 120VAC, 32 WATT

GROUND-FAULT CIRCUIT-INTERRUPTING TYPE.

RECEPTACLE, DUPLEX, 2P-3W-20A-125V,

VARIOUS WATT LED PANEL AND DRIVER

LED FLAT LIGHTING FIXTURE, 300MM W X 1200MM L, 120~277VAC,

GGG GROUND PLATE

AND CONDUITS FOR NEW SKATE PARK AS SHOWN IN THE DRAWINGS.

PROVIDE NEW EXTERIOR LIGHTING FIXTURES WITH POLE, ADDITIONAL LIGHTING FIXTURES, AND TOGGLE SWITCHE INCLUDING WIRES

PROVIDE NEW GROUNDING SYSTEM FOR NEW LIGHTING POLES AND NEW FENCE AS SHOWN IN THE DRAWINGS.

3. PROVIDE NEW CANOPY LIGHTING FIXTURES FOR RELOCATED GAZEBOS AS SHOWN IN THE DRAWINGS.

AS SHOWN IN THE DRAWINGS.

RELOCATE EXISTING ENCLOSED CIRCUIT BREAKERS, RECEPTACLES FOR RELOCATED GAZEBOS WITH NEW POWER AND GROUND SYSTEM

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-02

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

W P

LCC-SW#1

LP2-15 THRU

LCC-S#2

LP2-17 THRU

LCC-S#3

LP2-19 THRU

LP2-18

SCALE : 1 / 100- E02

P-1

STAIR-1

(TYP. OF 5EA)

EXISTING LIGHTING FIXTURE, "XL1-A"

(TYP. OF 5EA)

EXISTING LIGHTING FIXTURE, "XL1-B"

(TYP. OF 1EA)

EXISTING LIGHTING FIXTURE, "XL1-D"

"XL1-B"

"XL1-B" "XL1-B"

"XL1-B"

"XL1-A"

"XL1-A""XL1-A"

"XL1-A"

"XL1-C"

(TYP. OF 1EA)

EXISTING LIGHTING FIXTURE, "XL1-C"

"XL1-D"

STAIR-2

EXISTING LIGHTING PLAN - 3RD FLOOR

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

EXISTING / REMOVE LIGHTING AND POWER PLAN - 3RD FLOOR

- E08

P-1

GAZEBO, SEE AND

(TYP. OF 2EA) TO RELOCATED

CIRCUIT BREAKER 1P-20A-120V

RELOCATE EXISTING ENCLOSED

- E09

P-1

RELOCATED GAZEBO, SEE AND

WEATHER PROOF COVER (TYP. OF 2EA) TO

RELOCATE EXISTING G.F.C.I RECEPTACLE WITH

- E09

P-1

- E08

P-1

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-03

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

W P

LP2-18

LCC-SW#1

LP2-15 THRU

LCC-S#2

LP2-17 THRU

LCC-S#3

LP2-19 THRU

LP2-13

SCALE : 1 / 100- E03

P-1 NEW LIGHTING PLAN - 3RD FLOOR

"XL1-B"

"XL1-A"

"XL1-B"

"XL1-A"

"XL1-B"

"XL1-A"

"XL1-B"

SEE

WITH NEW POLE (TYP. OF 1EA)

NEW LIGHTING FIXTURE, "XL1-A"

- E05

D-2

IN 16 RMC

NEW 2-#10 AWG "THWN" & 1-#12 AWG (G)

SEE

WITH NEW POLE (TYP. OF 4EA)

NEW LIGHTING FIXTURE, "XL1-B"

- E05

D-2

(TYP. OF 4EA)

ON EXISTING POLE LIGHTING FIXTURE

WITH MOUNTING ACCESSORIES

ADD NEW LIGHTING FIXTURE, "XL1-A"

W P

IN 16 RMC

NEW 2-#10 AWG "THWN" & 1-#12 AWG (G)

WITH WEATHER PROOF ENCLOSURE

NEW TOGGLE SWITCH, 1P-20A-277V.

NEW LIGHTING PLAN - 3RD FLOOR

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

G G

BURIED LOCATION SHALL BE 600MM MIN. BELOW GRADE

OR APPROVED EQUAL (TYP. OF 5EA)

MANUFACTURE: EVENT ERICO, MODEL NO. LPC 753

WITH CABLE ATTACHMENT, UL LISTED,

300MM W X 600MM L X 20 GA THK

GROUND PLATE FOR LIGHTING POLE GROUNDING, COPPER,

STAIR-2

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

UTILITY

JA-10019-2J

AS SHOWN

ELECTRICAL

E-04

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

WP WP

STAIR-3

2324.85 Sq m

PARKING LOT

RAMP

UTILITY

BRIDGE

P/N "LP1"

P/N "LP2"

P/N "PP1"

P/N "PDP"

TO LP2-13

FROM 3RD FLOOR

TO LP2-13

FROM 3RD FLOOR

2ND FLOOR LOCATION PLAN

SCALE : 1 / 200

- E04

P-1

- E04

P-2

ENLARGED UTILITY ROOM PLAN

SCALE : 1 / 50

IN 16 RMC

NEW 2-#10 AWG "THWN" & 1-#12 AWG (G)

P/N "LP1"

P/N "LP2"

P/N "PP1"

P/N "PDP"

AND 2ND FLOOR LOCATION PLAN

ENLARGED UTILITY ROOM PLAN

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-05

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

FEATURES

GENERAL DESCRIPTION

600MM

200MM600MM

450MM

HANDHOLE

GROUT

25MM THK NON-SHRINK

W/ 8-D19 LG 300MM

BASE PLATE, 300MMX300MMX20MM,

3 / 344W LED

TYPE "XL-1D"

2 / 344W LED

TYPE "XL-1B,"

TYPE "XL-1C"

TYPE "XL-1"

1 / 344W LED

TYPE "XL-1A,"

LIGHTING FIXTURE DETAIL

SCALE : 1 / 200- E05

D-1

LIGHTING FIXTURE INSTALLATION DETAIL

SCALE : 1 / 10- E05

D-2

OTHER: UL LISTED AND LABELED

OR APPROVED EQUAL

MANUFACTURED BY U.S ARCHITECTURAL LIGHTING, MODEL NO. RZR-G

FUSE: PROVIDE IN-LINE FUSE FOR EACH FIXTURE.

PAINTED DARK BRONZE FINISH.

DOOR FRAMES, POLE & BASE TO BE

FINISH: FIXTURE MOUNTING ARM, HOUSING,

STARTING TEMPERATURE.

DRIVER IS RATED FOR -40 DEG C TO 40 DEG C

SURGE SUPPRESSION PROTECTION.

FACTOR GREATER THAN 0.9 AT FULL LOADWITH INTEGRAL 3KV

ELECTRICAL: CONSTANT CURRENT ELECTRONIC WITH POWER

ACCESS COVER AND TOOL LESS ENTRY.

DIE CAST, LOW COPPER ALUMINUM WITH SPLICE

MOUNTING: PROVIDED WITH CIRCULAR ARM ADAPTOR.

INTEGRAL COOLING RIBS.

HOUSING: HEAVY CAST LOW COPPER, ALUMINUM ASSEMBLY WITH

NOM. DIMENSIONS 927mm Lx381mm Wx187mm D

COLOR TEMP: 4,000K,

OTHER: TYPE IV PLED-IV DISTRIBUTION TYPE

REFRACTOR: INIECTON MOLDED ACRYLIC

DRIVER: 120V-277V, 50/60HZ, 1050mA

PROFILE: 1, 2, 3 & 4 LAMPS

(TYPE "XL-1A", "XL-1B", "XL-1C, "XL-1D" AND "XL-1E")

LAMP TYPE: 344W LED(1 LAMP,120 LED MODULE)

FIXTURE TYPE

VARIOUS TYPES OF LIGHTING FIXTURE

GROUNDING WIRE, #8 AWG "G"

MODEL NO. RNTS 255-11 OR APPROVED EQUAL

MANUFACTURED BY U.S ARCHITECTURAL LIGHTING,

3EA FIXUTRES

VELOCITY MOUNT ADAPTERS FOR 1EA, 2EA AND

BRONZE FINISH, 7620mm HEIGHT, 100 MPH WIND

NUT COVERS STANDARD GROUND LUG DARK

SIZE 127mm, HOT ROLLED STEEL BASE PLATE

ROUND STRAIGHT STEEL POLE, SHAFT

BURIED LOCATION SHALL BE 600MM MIN. BELOW GRADE

OR APPROVED EQUAL (TYP. OF 5EA)

MANUFACTURE: EVENT ERICO, MODEL NO. LPC 753

WITH CABLE ATTACHMENT, UL LISTED,

300MM W X 600MM L X 20 GA THK

GROUND PLATE FOR LIGHTING POLE GROUNDING, COPPER,

AND LIGHTING FIXTURE DETAIL

LIGHTING FIXTURE INSTALLATION DETAIL

SEE

CONCRETE FOOTING FOR LIGHTING POLE

- E07

D-2

SEE NOTE NO.1

NOTE

INCLUDING MATERIAL, NUMBER, SIZE, LOCATION OF ANCHOR BOLTS AND NUTS.

CONTRACTOR SHALL FOLLOW THE MANUFACTURE GUIDE OF MOUNTING METHOD1.

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

TYPE "NS-LED1"

EQUAL

SIMILAR TO LITHONIA LIGHTING, CNY LED P1 40K MVOLT DDB M4 OR APPROVED

OTHERS : UL LISTED OR LABELED

DRIVER, CRI 80

ELECTRICAL : RATED POWER 35W, 120-277V 50/60HZ, 0-10V DC ELECTRONIC

MOUNTING : SURFACE MOUNT, BOX WITH WATER-TIGHT CONNECTOR

LED & DISTRIBUTION : 3,500LM, 3500K CCT, 85 CRI, WIDE LIGHT DISTRIBUTION.

TRANSLUCENT POLYCARBONATE LENS, 254MM W X 254MM H X 120MM D

HOUSING : CAST-ALUMINUM HOUSING WITH POLYESTER POWDER COAT FINISH,

100AF

BA C N

100AT

5 6

S N

GRD

FLUSH MOUNT, NEMA 1 ENCL

3PH-4W-277/380V-60HZ, W/ SN & GRD, 10,000AIC

EXISTING PANELBOARD "LP2" LOAD SCHEDULE

11 12

13 14

17 18

23 24

100AF

BA C N

100AT

5 6

FLUSH MOUNT, NEMA 1 ENCL

3PH-4W-277/380V-60HZ, W/ SN & GRD, 10,000AIC

REVISED PANELBOARD "LP2" LOAD SCHEDULE

11 12

13 14

17 18

23 24

S N

GRD

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-06

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

- E06

S-1 EXISTING PANEL SCHEDULE "LP2"

- E06

S-2

SCALE : NONESCALE : NONE

REVISED PANEL SCHEDULE "LP2"

EXISTING AND NEW PANEL SCHEDULE "LP2"

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-07

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

G G

BURIED LOCATION SHALL BE 600MM MIN. BELOW GRADE

OR APPROVED EQUAL (TYP. OF 3EA)

MANUFACTURE: EVENT ERICO, MODEL NO. LPC 753

WITH CABLE ATTACHMENT, UL LISTED,

300MM W X 600MM L X 20 GA THK

GROUND PLATE FOR FENCE GROUNDING, COPPER,

- E07

P-1

SUSTAIN GATE SWING

BEND REINFORCING WIRE LONG ENOUGH TO

(CADWELD)

AND GATE POST BY THERMOCOUPLING

CONNECT REINFORCING WIRE TO FENCE POST

- E07

D-1

SCALE : NONE

FENCE GROUNDING DETAIL

FENCE GROUNDING PLAN

SCALE : 1 / 100

GROUND LEVEL

BURIED LOCATION SHALL BE 600MM MIN. BELOW GRADE

OR APPROVED EQUAL (TYP. OF 3EA)

MANUFACTURE: EVENT ERICO, MODEL NO. LPC 753

WITH CABLE ATTACHMENT, UL LISTED,

300MM W X 600MM L X 20 GA THK

GROUND PLATE FOR FENCE GROUNDING, COPPER,

PLANTING AREA BOUNDARY

(DISTANCE FROM BOTTOM POST: 0.076~0.3048 M)

REINFORCING WIRE AND GROUND ROD

#8 AWG "BC" OR "G" WIRE THERMOCOUPLED(CAD WELL) TO POST,

- E07

D-2

SCALE : NONE

CONCRETE FOOTING DETAIL

D13@200 ON CENTER

D16@200 ON CENTER

800MM

600MM

CONCRETE FOOTING DETAIL

FENCE GROUNDING DETAIL AND

FENCE GROUNDING PLAN,

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-08

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

E/P

- E08

P-1

SCALE : 1 / 100

BLDG. #S-131A

~SIDEWALKS~

BLDG. #S-147

WPS

"NS-LED1"

NEW CANOPY LIGHTING FIXTURE,

EXISTING TR, "TX-52"

EXISTING TR, "TX-53"

REMOVED GAZEBO

WITH WEATHER PROOF COVER FROM

EXISTING G.F.C.I RECEPTACLE

GAZEBO POWER PLAN - NEAR BLDG S-131

3,000 MM LG, W/CLAMP

CLAD STEEL, 19MM DIA X

NEW GROUND ROD, COPPER

NEW 2-#10 AWG "THWN" IN 16 RMC

1-#8 AWG (G) IN 16mm C

NEW GROUNDING WIRE

GFROM REMOVED GAZEBO

CIRCUIT BREAKER 1P-20A-120V

EXISTING NEMA 3R ENCLOSED

GAZEBO POWER PLAN - NEAR BLDG S-131

& 1-#12 AWG (G) IN 16 RMC

NEW 2-#12 AWG "THWN"

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

JA-10019-2J

AS SHOWN

ELECTRICAL

E-09

DRAWING NO. REF NO.

SHEET OF

CAMP WALKER

D - 22 - 13

27 APR 22

ARMY FAMILY HOUSING

INSTALL SKATE PARK AT TOWER#2 AREA,

- E09

P-1

SCALE : 1 / 100

E/P

T-164 T-163

WPS

NEW 2-#10 AWG "THWN" IN 16 RMC

EXISTING TR, "TX-225"

"NS-LED1"

NEW CANOPY LIGHTING FIXTURE,

FROM REMOVED GAZEBO

CIRCUIT BREAKER 1P-20A-120V

EXISTING ENCLOSED

REMOVED GAZEBO

WITH WEATHER PROOF COVER FROM

EXISTING G.F.C.I RECEPTACLE

GAZEBO POWER PLAN - NEAR T-164

3,000 MM LG, W/CLAMP

CLAD STEEL, 19MM DIA X

NEW GROUND ROD, COPPER

1-#8 AWG (G) IN 16mm C

NEW GROUNDING WIRE

GAZEBO POWER PLAN - NEAR T-164

& 1-#12 AWG (G) IN 16 RMC

NEW 2-#12 AWG "THWN"

JA-10019-2J_T01

JA-10019-2J_C01

JA-10019-2J_C02

JA-10019-2J_C03

JA-10019-2J_C04

JA-10019-2J_C05

JA-10019-2J_C06

JA-10019-2J_C07

JA-10019-2J_C08

JA-10019-2J_C09

JA-10019-2J_E01

JA-10019-2J_E02

JA-10019-2J_E03

JA-10019-2J_E04

JA-10019-2J_E05

JA-10019-2J_E06

JA-10019-2J_E07

JA-10019-2J_E08

JA-10019-2J_E09

File details come from the government source that posted it. Updated May 19, 2022.