Attachment 1-Drawings.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 15

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:22 MAR 24

I1-00055-3J

CIVIL

6 5 OF 44

7 6 OF 44

PROJECT NO. I1-00055-3J, CAMP HENRY

CAMP HENRY

C - 3

C - 4

C - 6

8 7 OF 44C - 7

9 8 OF 44C - 8

14 13 OF 44

15 14 OF 44

AD101

AE101

AE201

AE202

16 15 OF 44AE203

17 16 OF 44AE301

18 17 OF 44AE302

19 18 OF 44AE303

20 19 OF 44AE304

21 20 OF 44AE401

22 21 OF 44AE402

23 22 OF 44AE403

C - 5

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

28 27 OF 44

29 28 OF 44

M - 1

M - 2

M - 3

M - 4

M - 5

M - 6

30 29 OF 44M - 7

31 30 OF 44M - 8

32 31 OF 44M - 9

33 32 OF 44M - 10

34 33 OF 44M - 11

35 34 OF 44M - 12

36 35 OF 44M - 13

MECHANICAL

LEGEND AND ABBREVIATIONS

DETAIL DRAWINGS - 5

E - 1

E - 2

E - 3

E - 4

ELECTRICAL

41 40 OF 44E - 5

42 41 OF 44E - 6

43 42 OF 44E - 7

44 43 OF 44E - 8

45 44 OF 44E - 9

CIVIL

ARCHITECTURAL

C - 1

C - 2

A001

AE102

LOCATION PLAN

REMOVAL PLAN

SITE LAYOUT PLAN

ENLARGED PLAN AND SECTIONS

WATER SUPPLY DISTRIBUTION-THRUST BLOCK

GENERAL NOTES

NEW HVAC DUCT PLAN

NEW HVAC PIPING PLAN

NEW HVAC FLOW & CONTROL DIAGRAM

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 2

DETAIL DRAWINGS - 3

DETAIL DRAWINGS - 4

EQUIPMENT SCHEDULE

LEGEND, NOTES AND SCOPE OF WORKS

NON STANDARD LIGHTING FIXTURE DETAILS

FIRE ALARM SINGLE LINE DIAGRAM

FIRE ALARM PLAN

POWER PLAN - HVAC AND TOILET VENT. FAN CONTROL DIAGRAM

PANEL SCHEDULE "MP", "LT" , "P1" AND LABEL DETAIL

COMMUNICATION SYSTEM DIAGRAM AND COMMUNICATION PLAN

WATER DISTRIBUTION, GATE VALVE, AND CONCRETE ENCASEMENT DETAILS

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

ASBESTOS REMOVAL PLAN, EXST / REMOVAL PLAN

NEW FLOOR PLAN, SCOPE OF WORK

BUILDING PHOTO VIEW

PARTITION WALL PLAN, CLJ DETAIL, SLAB DETAIL, CLOSET DETAIL

PARTITION WALL DETAILS

DETAIL

PARTITION FLOOR PLAN, INTERIOR ELEVATIONS (RM #105, #106), CMU WALL OPENING DETAIL, CMU BLOCK-UP

IDENTIFICATION

SIZE & MOUNTING LOCATION OF SIGNAGE, INTERIOR WALL MOUNTED SIGNAGE DETAIL, SIGNAGE PLAN, BUILDING

DOOR SCHEDULE, DOOR TYPES, DOOR HARDWARE SCHEDULE, NOTE

WINDOW SCHEDULE & TYPE, NOTE, DOOR DETAILS (TYP), DOOR STOP AND HOLDER DETAILS

INTERIOR & EXTERIOR FINISH SCHEDULE, MATERIAL COLOR SCHEDULE, ABBREVIATION, NOTE, GENERAL NOTES

DETAIL (TYP), PAPER TOWEL DESPENSER & WASTE RECEPTACLE DETAILS

TOILET PARTITION PLAN & ELEVATION (TYP), TOILET PARTITION DETAILS (TYP), LAVATORY COUNTER

CEILING DETAILS (TYP)

EIFS DETAILS (TYP)

EXISTING / REMOVAL HVAC & PLUMBING PLAN

NEW DOMESTIC WATER, SEWER & VENT PIPING PLAN

LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE

POWER PLAN - RECEPTACLE AND MECH. RM AND POWER SINGLE LINE DIAGRAM

ASPHALT CONCRETE PAVEMENT, CONCRETE RAMP, CONCRETE CURB AND CONCRETE SURFACE INLET DETAILS

HANDICAPPED PARKING SPACE W/ ACCESS AISLE AND CAR WHEEL STOPS DETAILS

CHI, K.K.

PARK, WON CHAE

LOCATION PLAN

DAEGU AMERICAN FIELD

VICTORY FIELD

TVPC

T-1852

S-1

T -1

S-1543

T-1007

T-1319

T-1607

T-1407

S-3015

S-1423

GATE 10

Memorial

3.1 Movement

D A

E B

O N

G N

O S

T R

E E

T

A A

V E

N U

E

R O

U T

E

1ST STREET

C A

V E

N U

E

7TH STREET

3RD STREET

2ND STREET

6TH STREET

4TH STREET

A AVENUE

R O

U T

E

S-1427

S-1504

S-1856

S-1305

T-1569

T-1570

S-1703

S-1705

S-1712

T-1671

S -1

S -1

S -1

T-1531

S-3020

S -1

T-1325

S -1

S-1106

S-13

S-1107

S-1121

S -1

S-1505

S-1815

S-1639

S-1253

S-1501

S-1516

S -1

S-1847

S-1252

S-1425

S-1420

S-1522

S-1530

S-1814 S-1810

S-1251

S-1415

S-1805

S-3008

S-3013

I

S-3000

J

F

S-1685

S-1669

E

B

H

D

A

C

G

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-1650

S-1652

S -1

S-1801

S-1715

S-3016

S-3018

S-3

A

T-1001

S-1653

S-1654

S-1845

S-1844

S-1835

S-1680

S-1304

S-1701

S-1318

S-1707

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-131

S-1320

DFAC

BARRACK

N

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 LOCATION PLAN

C-1

GRAPHIC SCALE

(IN METERS)

SCALE : 1 / 2000

40 80

SCALE: 1 : 2000

D o l-H a ru b a n g

S -1

VPC

S-1840

S-1621

S-1662 S-1664

S-1101

S-1124

THIS PROJECT

SEE THE PLAN

1 1

2 2 33

I1-00055-3J

CAMP HENRY

22 MAR 24

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

1 44

PARK, WON CHAE

REMOVAL PLAN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SCALE : 1 / 100

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

C-2

CAMP HENRY

I1-00055-3J

AS SHOWN

N

BLDG. #S-1715

E

P A

R K

IN

G

N O

TANK

SEPTICW/V

~A.C~

~A.C~

MH

MH

S1715

STGT STGT

STOOP

STOOP

STOOP

AC

AC

AC

AC

AC

AC

AC

AC

SHURUPSHURUP

CLF

CLF

CLF.G

E/P

E/P

LINE

LINE

E.M.H

PAD

PAD

PAD

PAD

PAD

ELEC

C.M.U

TR

PCC

S1715

S1715

S1715

STGT

STGT

AC

AC

PCC

STOOP

STOOP

LINE

LINE

LINE

TR

EP

CMU

57.077

57.504

57.101

56.936

56.969

57.123

57.176

57.271

56.962

57.122

56.944

57.305

57.115

57.087

57.149

S1715

S1715

S1715

S1715

STOOP

SEPTIC

57.179

56.996

56.991

57.025

57.230

57.158

SHRUB

57.141

57.109

57.173

57.350

57.117

57.126

57.124

57.173

57.147

57.130

57.105

57.142

57.101

57.134

57.444

57.194

57.112

57.112

57.569

57.596

57.443

57.443

57.207

57.637

57.673

57.641

57.374

57.557

57.265

57.133

57.187

57.184

57.277

57.429

57.301

E

E/P

REMOVE EXISTING LEAK DETECTORS

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.

S/P

S/P

E/P

E/P

S/P

S T

G

S

(P V C , D

, A

S S

U M

E D

S

S (P

V C

D

A S S

U M

E D

(D

, A

S S

U M

E D

REMOVE EXISTING CONCRETE PAD

REMOVE EXISTING HOSE BIBB

W TO BE REPLACED

NECESSARY ACCESSORIES

EXISTING DOMESTIC WATER LINE INCLUDING

REMOVAL PLAN CIVIL

COVERED CONCRETE DITCH

REMOVE EXISTING STEEL GRATING

PROJECT WORK LIMIT

REMOVE EXISTING PARKING STRIPES, LETTERS AND ETC.

REMOVE EXISTING GRANITE CURB

TO BE RESTORED

CONCRETE DITCH

EXISTING STEEL GRATING COVERED

TO BE REPLACED

EXISTING ASPHALT CONCRETE PAVEMENT

SEE ARCH. DRAWING(S)

TO BE REMOVED

EXISTING CONCRETE STOOP

PORTLAND CEMENT CONCRETE PAVEMENT

REMOVE EXISTING CONCRETE CURB AND

REMOVE EXISTING SHRUBS

FUEL OIL LINE(S) AND PIPING

REMOVE EXISTING UNDERGROUND

CONCRETE DITCH

REMOVE EXISTING STEEL GRATING COVERED

TO BE REPLACED

EXISTING SEWER LINE

(D

, A

S S

U M

E D

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

7.

6.

5.

4.

3.

2.

1.

REMOVAL NOTES

LEGEND:

ABBREVIATIONS:

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 ACCORADANCE WITH

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED

ITEMS TO BE REMOVED/ REPLACED

POC : POINT OF CONNECTION.

E/P : ELECTRIC POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

22 MAR 24

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

2 44

REMOVE EXISTING SIGNS AND POSTS

S

SITE LAYOUT PLAN

CHI, K.K.

PARK, WON CHAE

SCALE : 1 / 100

N

BLDG. #S-1715

E

W/V

~A.C~

~A.C~

MH

MH

S1715

STGT STGT

STOOP

STOOP

STOOP

AC

AC

AC

AC

AC

AC

AC

AC

SHURUPSHURUP

CLF

CLF

CLF

CLF.G

E/P

E/P

LINE

LINE

E.M.H

PAD

PAD

PAD

ELEC

C.M.U

TR

S1715

S1715

S1715

STGT

AC

LINE

LINE

TR

EP

CMU

CMU

57.077

57.504

56.936

56.969

57.122

56.944

57.305

57.115

57.149

57.105

S1715

S1715

S1715

S1715

STOOP

SEPTIC

57.179

56.996

56.991

57.025

57.230

57.158

57.141

57.109

57.173

57.350

57.117

57.126

57.124

57.173

57.262

57.147

57.130

57.105

57.142

57.101

57.134

57.444

57.194

57.112

57.112

57.569

57.596

57.443

57.443

57.207

57.637

57.673

57.641

57.374

57.557

57.265

57.133

57.187

57.277

E

E/P

AC

REROUTE UNDERGROUND UTILITY LINES

SOD WITH TOP SOIL AND SOLID SODDING

PROJECT WORK LIMIT

SEE DETAIL

INSTALL CONCRETE ENCASEMENT

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

E/P

E/P

S/P

S T

W

G

(P V C , D

, A

S S

U M

E D

S

S (P

V C

D

A S S

U M

E D

(D

, A

S S

U M

E D

STST

TEMPORARY BENCH MARK

LEGEND:

EL=57.050 (ASSUMED)

ELECTRICAL MANHOLE

TOP OF EXIST.

TBM

INSTALL STORM DRAIN LINES, (PVC, VG1, D=200)

SITE LAYOUT PLAN

NOTES:

1.

2.

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

3.

BASE AND SUBBASE COURSE

NEW ASHALT CONCRETE PAVEMENT,

AND FLOW

NEW STORM DRAIN LINE

ST

(PVC, VG1, D=200)

5 5

7 37

S

LO

P E

SEE DETAILS

OUT INV. EL.=56.736 (TO NEW S.I. #3, ASSUMED)

IN INV. EL.=56.741 (FROM EXST. DITCH, ASSUMED)

TOP EL.=57.101 (ASSUMED)

CONSTRUCT CONCRETE SURFACE INLET #1

SEE DETAILS

OUT INV. EL.=56.751 (TO NEW S.I. #3, ASSUMED)

IN INV. EL.=56.756 (FROM EXST. DITCH, ASSUMED)

TOP EL.=57.101 (ASSUMED)

CONSTRUCT CONCRETE SURFACE INLET #2

SEE DETAIL

CONSTRUCT CONCRETE CURB

SEE ARCH. DRAWING(S)

NEW CONCRETE STOOP

SEE DETAILS

OUT INV. EL.=56.731 (TO EXST. STROM LINE, ASSUMED)

IN INV. EL.=56.731 (FROM EXST. DITCH, ASSUMED)

IN INV. EL.=56.731 (FROM EXST. DITCH, ASSUMED)

TOP EL.=57.407 (ASSUMED)

CONSTRUCT CONCRETE SURFACE INLET #3

SAME AS EXST.

COVERED CONCRETE DITCH,

RESTORE EXISTING STEEL GRATING

SCOPE OF WORK

4.

INSTALL CONCRETE ENCASEMENT.

3.

4.

3.

1.

2.

INSTALL STORM DRAIN LINES, (PVC, VG1, D=200).

CONSTRUCT CONCRETE SURFACE INLETS.

#2 (REPAIR/MAINTENANCE)

1.

2.

5.

CONSTRUCT CONCRETE CURB.

PAINT PARKING STRIPES, MARKINGS AND ETC.

SEE DETAILS

THRUST BLOCKS AND ANCHOR BLOCKS

INCLUDING GATE VALVE, VALVE BOX, OTHER FITTINGS,

REPLACE EXISITNG DOMESTIC WATER LINE, (PVC, D=50)

SEE DETAILS

INCLUDING BASE AND SUBBASE COURSE

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT

INSTALL CAST IRON PIPE AND FLANGED TEE

INSTALL CAST IRON PIPE AND FLANGED TEE.

SEE PLAN AND DETAILS

INCLUDING STEEL HANDRAILS

CONSTRUCT CONCRETE STEP AND RAMP

CONSTRUCT CONCRETE STEP AND RAMP INCLUDING STEEL HANDRAILS.

SAME AS EXST.

RESTORE EXISTING STEEL GRATING COVERED CONCRETE DITCH,

BASE AND SUBBASE COURSE.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT INCLUDING

OUT INV. EL.=56.308 (TO EXST. CONC. SEWER MANHOLE, ASSUMED)

IN INV. EL.=56.408 (FROM BLDG. #S-1715, ASSUMED)

TOP EL.=57.158 (ASSUEMD)

EXISTING CONCRETE SEPTIC TANK

S/P

CIVIL

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPECIFICATION.

FFE.=57.507

(D

, A

S S

U M

E D

6.

7.

ANCHOR BLOCKS.

GATE VALVE, VALVE BOX, OTHER FITTINGS, THRUST BLOCKS AND

REPLACE EXISITNG DOMESTIC WATER LINE, (PVC, D=50) INCLUDING

(PVC, VG1, D=150)

REPLACE EXISTING SEWER LINE,

INSTALL SEWER LINE, (PVC, VG1, D=50).

INSTALL SEWER LINE, (PVC, VG1, D=50)

POC. SEE MECH. DRAWING(S)

REPLACE EXISTING SEWER LINE, (PVC, VG1, D=150).

(ASSUMED)

#1 (CONSTRUCTION/ALTERATION)

OF FUEL LINE TO THE COR AND ENVIRONMENTAL DIVISION AND REMOVE/REPLACE.

CONTRACTOR SHALL REPORT ANY CONTAMINATED SOIL DISCOVERED DURING EXCAVATIONS

AND BASE COURSE

NEW CONCRETE STEP, RAMP

ABBREVIATIONS:

POC : POINT OF CONNECTION.

E/P : ELECTRIC POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

SEE DETAIL

INSTALL WHEEL STOPS

INSTALL WHEEL STOPS.

8.

9.

SEE DETAIL

PAINT PARKING STRIPES, MARKINGS AND ETC.

OUT INV. EL.=56.201 (ASSUMED)

IN INV. EL.=56.251 (FROM BLDG. #S-1715, ASSUMED)

IN INV. EL.=56.251 (FROM EXST. SEPTIC TANK, ASSUMED)

TOP EL.=57.201 (ASSUEMD)

RESTORE EXISTING CONCRETE SEWER MANHOLE

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

I1-00055-3J

AS SHOWN 3 44

D - 24 - 15

C-3

INSTALL SIGN, (’HANDICAP’) AND POST

INSTALL SIGN, (’HANDICAP’) AND POST.

10.

#3 (GENERAL REQUIREMENTS)

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

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

REMOVE EXISTING STEEL GRATING COVERED CONCRETE DITCH.

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING CONCRETE CURB.

REMOVE EXISTING PORTLAND CEMENT CONCRETE PAVEMENT.

REMOVE EXISTING UNDERGROUND FUEL OIL LINE(S) AND PIPING.

REMOVE EXISTING LEAK DETECTORS.

REMOVE EXISTING HOSE BIBB.

REMOVE EXISTING SHRUBS.

SOD WITH TOP SOIL AND SOLID SODDING.

REROUTE UNDERGROUND UTILITY LINES.

REMOVE EXISTING GRANITE CURB.

REMOVE EXISTING PARKING STRIPES, LETTERS AND ETC.

REMOVE EXISTING SIGNS AND POSTS.

2.

1.

5.

6.

8.

7.

9.

10.

11.

12.

13.

15.

14.

16.

17.

RESTORE EXISTING CONCRETE SEWER MANHOLE.

18.

2 3

LANDING

R A

M P

LANDING

L A

N D

IN

G L A

N D

IN

G

S-1715

BLDG.#

1751,7251,200 1,325

1,725

1,725 1,725

RAMP

1, TREAD

R

IS

E R

1,305

STEP

A P P

R O

X ,2

1, 1, APPROX. 3,268

(T Y P

(T Y P

1,8001,7251,725 4,250435 435 435 1,725 3,268

2 13

1 13

ENLARGED PLAN AND SECTIONS

CHI, K.K.

PARK, WON CHAE

B

SCALE : 1 / 50

A

ENLARGED PLAN

ENLARGED PLAN AND SECTIONS

~AC~

B

SECTION

NOT TO SCALE

DETAIL ’A’

SECTION

NOT TO SCALE

C

(ASSUMED)

EXISTING GRADE

NEW AC PAVEMENT

(ASSUMED)

SEE ARCH. DRAWING(S)

NEW CONCRETE STOOP

(ASSUMED)

NEW STORM DRAIN LINE

(ASSUMED)

FFE=57.507

NEW CONCRETE SLAB

(ASSUMED)

EL.=57.487

(ASSUMED)

EL=57.050

SLOPE

MORTAR

FORMED HOLE

POST

HANDRAIL

SURFACE

W/ABRASIVE

SAFETY NOSING

ANCHOR

DETAIL ’B’

C

SEE DETAIL ’B’

(D=40)

NEW GALVANIZED STEEL HANDRAIL

NEW AC PAVEMENT

SEE DETAIL ’A’

SLAB

NEW CONCRETE

(D=40)

NEW GALVANIZED STEEL HANDRAIL

#8- 150 X 150

WELDED WIRE FABRIC

D13@150 O.C.

D13@250 O.C. CONCRETE PAVEMENT (T=150)

BASE COURSE (T=100)

(ASSUMED)

EL=57.487

NEW CONCRETE CURB

NEW AC PAVEMENT

(ASSUMED)

EXISTING GRADE

(ASSUMED)

EL=56.980

(ASSUMED)

EL=57.093

SLOPE 1:12 (TYP.)

SLOPE 1:12 (MIN.)

(ASSUMED)

EL=57.217

(ASSUMED)

EL=57.130

(ASSUMED)

EL=57.130

NEW CONCRETE RAMP

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

N

GRAPHIC SCALE

SCALE: 1 : 50

1000 2000

SCALE : 1 / 50

1.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12

NOTES:

WITH COLOR SCHEME OF THE INSTALLATION

BY CONTRACTING OFFICER TO CONFORM

HANDRAIL PAINT-COLOR TO BE CHOSENWELD ALL CONNECTION

C-4

4 44

D - 24 - 15

AS SHOWN

I1-00055-3J

CIVIL

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

DETAILS

CONCRETE CURB AND CONCRETE SURFACE INLET

ASPHALT CONCRETE PAVEMENT, CONCRETE RAMP,

CHI, K.K.

PARK, WON CHAE

NOT TO SCALE

NOT TO SCALE

EXST. AC SURFACE

EXST. SUBBASE COURSE

NEW AC PAVED

SECTION

COAT

BITUMINOUS TACK

SAW CUT & APPLY

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

PRIME COAT

PRIME COAT

ASPHALT CONCRETE PAVEMENT (T=75)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

NOT TO SCALE

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AC PAVEMENT TRANSITION DETAIL

NEW ASPHALT CONCRETE

CONCRETE RAMP (TYP.)

SLOPE

JOINT SEALER

15R

25 150

NFSM

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

EXPANSION JOINT

12.5mm PREMOLDED

BRICK PAVED OR GRADE

CONCRETE SIDEWALK

CAST-IN-PLACE

CONCRETE CURB

SECTION

FLEXIBLE PAVEMENT

PROVIDE EXPANSION JOINTS AT MAX. 15M INTERVALS.

NOTES:

"C"

"C 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 SCALE

CONCRETE CURB

CONCRETE CURB

EXPANSION JOINT

12.5mm PREMOLDED

CONCRETE RAMP(T=150)

WWF (150 x 150 x 4)

EXPANSION JOINT

12.5mm PREMOLDED

2-D13 BARS

COMPACTED SUBGRADE

BASE COURSE (T=100)

2-D13 BARS

SEE DETAIL C

D13 @ 225 O.C. E.W.

6 6

D13 BAR @ 225mm O.C.

SLOPESLOPE 5% MIN

150 600 150

D

B

SECTION

NOT TO SCALE

VARIES

D16 DIAGONAL BARS

OF PRINCIPAL INFLOWS

PENDICULAR TO DIRECTION

SO CROSS BARS ARE PER-

GRATING SHALL BE PLACED

8mm CROSS BAR GRATING

B

SHALLOW SURFACE INLET - PLAN

A

V A

R

IE

S

65mmX7mmX4mm @ 35.5mm O.C

I BAR

L - 71mmX61mmX6mm

WELDED TO FLAT BARS

@ 300 O.C.

8mmX8mm CROSS BAR

8EA-ANCHOR 10mmX150mm

@ 225mm O.C.

D13 BAR

5mm

5mm

44 150

5mm

C

DETAIL

D13 @ 225mm O.C. E.W.

TYP. 4EACH

D16 DIAGONAL BAR

(TYP.)

BE PROVIDED

MIN. COVER TO

V A

R

IE

S

900~1,500

D

IA

O U T

LE

T

P

IP

E

D

SECTION

CONCRETE (DRAIN) SURFACE INLET

600 (MIN.)

600 (MIN.)

100100

100100

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

I1-00055-3J

AS SHOWN 5 44

D - 24 - 15

C-5

3 5

AND CAR WHEEL STOPS DETAILS

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

CHI, K.K.

PARK, WON CHAE

REVIEWED BY

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

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

PARKING SYMBOL

WHITE HANDICAPPED

255 460 200

1, 1,600

1, PARKING SYMBOL

WHITE HANDICAPPED

BACKGROUND

BLUE H/C

LC LC LC

SEE DETAIL

MARKING

PAVEMENT

ACCESS AISLE

SURFACE

UNPAINTED

PLAN (TYP)

B

MARKING DETAIL

B

A

PAVEMENT MARKING

A

1,600

,6

,3

1.

,5

,0

PAINT STRIPES (TYP.)

BLUE REFLECTIVE

REFLECTIVE PAINT

150MM BLUE

CONCRETE CURB (MIN.)(MIN.)

M

IN

,1

M

IN

1, PARKING

RESERVED

ACCESSIBLE

VAN

WHEN REQUIRED

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

W/ WHITE SYMBOL

BLUE BACKGROUND

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

( AS NECESSARY)

ADDED SIGN

(CAST-IN-PLACE)

CONCRETE FOOTING

(D50MM)

POLE, UNPAINTED

GALVANIZED STEEL

FROST LINE

G.L.

POST COVER CUSHION

BLUE REFLECTIVE PAINT

PAVEMENT STRIPES

UNPAINTED PAVEMENT

HANDICAPPED ACCESS AISLE

PAVEMENT STRIPES FOR

PAVEMENT COMPOUND. SEE OMA SPEC. SECTION 32 17 24.00 10.

PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTE:

2.

AND COR AND GET APPROVAL BEFORE PAVEMENT MARKINGS.

THE CONTRACTOR SHALL COORDINATE WITH THE USING AGENCY

SIGN AND POST

3,353 (11 FT) 1,524 (5 FT)

BLACK SYNTHETICTYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

MIN

SYNTHETIC TYPE

NOT TO SCALE

CAR WHEEL STOPS

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

I1-00055-3J

AS SHOWN 6 44

D - 24 - 15

C-6

NOT TO SCALE

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

3 6

3 6

AND CONCRETE ENCASEMENT DETAILS

WATER DISTRIBUTION, GATE VALVE,

CHI, K.K.

PARK, WON CHAE

THREAD PIPE AS REQUIRED

TAPPED TEE WITH BELL ENDS (TYP.)WATER MAIN

COPPER

CORPORATION STOP

BELL END

W/BELL END

C.I. OR D.I. CAP

THREAD

CORPERATION STOP

FOR 150mm & SMALLER PIPE

SINGLE STRAP TYPE MAY BE USED

CLAMP 200mm & LARGER PIPE.

COPPER PIPE

SERVICE LINE FOR

PVC, C.I. OR D.I. PIPE

C.I. OR D.I. FITTING WITH BELL END

PVC C.I. OR D.I. PIPE

HUB(RING) TYPE COUPLING

INSTALL POSITION

JOINT AT READY TO

INSTALLED POSITION

MECHANICAL JOINT AT

MECHANICAL JOINT END

OR PIPE WITH

C.I. OR D.I. FITTING

PLUG WITH EARS

C.I. OR C.I.

2-D19 BAR

2-D13 BAR

2-D16 BAR

2-D16 BAR

2-D19 BAR

2-D13 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

SIZE

VALVE

SIZE

VALVE

(WIDE)

A

(WIDE)

A

(DEPTH)

B

(DEPTH)

B

TIEROD TIEROD

DIMENSION TABLE OF CONCRETE BASE

1,050 1,150

1,500 1,200

1,500 1,800

1,500 2,100

PIPE AND 71,820 NEWTONS/M† (1,500 PSF) SOIL BEARING PRESSURE.

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm† (250 PSI) PRESSURE IN THE

NOTE:

CONCRETE BASE RING

CONCRETE BASE

A.C PAVEMENT

A

GATE VALVE

B (SEE TABLE ABOVE RIGHT)

REBAR TIE ROD 2 EACH

M

IN

MIN.

VALVE BOX

C.I. TRAFFIC TYPE

SLIDE TYPE

OR 375mm DIA.

CONC. BASE 375mm SQ

150150

150150

UTILITY BOX PER MANUFACTURES STANDARD

PROVIDE NOMINAL 150mm DIA. ROUND

NOTE:

TRAFFIC INSTALLATION

A B

PLAN - VALVE BOX

THIS PROJECT

NOT TO SCALE

CONCRETE ENCASEMENT

NOT TO SCALE

150150

OD OF

PIPE

D

F

P

IP

E

MISCELLANEOUS PIPE INSTALLATION DETAILS

NOT TO SCALE

GATE VALVE AND VALVE BOX

CONCRETE ENCASEMENT

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

I1-00055-3J

AS SHOWN 7 44

D - 24 - 15

C-7

WATER SUPPLY DISTRIBUTION-THRUST BLOCK

PARK, WON CHAE

PIPE

PIPE TRENCH WALL

D.I. OR C.I. TEE

THRUST BLOCK

B C

PIPE

PIPE TRENCH WALL

C

PIPE

BRANCH LINE

B

THRUST BLOCK

INFORMATION

FOR ADDITIONAL

SEE DETAIL

NOTE:

C PIPE #2L

PIPE #2

PIPE #1

PIPE #4

PIPE #3

SEE TABLE

PIPE #2

OFFSET DISTANCE

FLEXIBLE PIPE

PIPE

COUPLING

PIPE TRENCH WALL

THRUST BLOCK

B

C

B C

SEE DIMESION PIPE

HORIZONTAL DEFLECTION ANGLE PIPE #3 & #4

ANGLE

DEFLECTION

1 2 3 4ANGLE

PIPE BEND AT PIPE DEFLECTION 5 TEE 6

HORIZONTAL PIPE DEFLECTION

1,0751,525 1,5251,525350 1,525 675

5251,125300 1,125

1,500

1,325

1,500

1,325

1,750

1,750

1,1251,125 750

1,500

1,3251,325

1,500 1,050

1,750

1,750

1,300

1,350300 1,350

TYPE

1,100

1,300

1,100

1,300

225450

1,575

DEPTH

A

1,800

PIPE SIZE

C

B

1,575

1,800

TEE BRANCH

1,800350 1,800

1,125

2,075

1,125

2,075

1,025

1,300

1,550

1,025

1,300

1,550

450725 5005007251,0001,000 450

1,300

1,100

1,100

1,300

1,175

DEAD END

1,325

BA

1,175

DEPTH

1,325

C

9501,3501,350 450

1,525

1,525

475300

1,100

1,150

1,150

300225

225 400

450950 675675

300475

1,100

300300

300300

300 350 150350

450 450 150450

-225

225 300

225-

300225

150225

150300

TYPE

DEPTH

A

PIPE SIZE

C

B

DEPTH

BA

DEPTH

AC CB

DEPTH

BA

DEPTH

AC C

B

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

DEFLECTION

HORIZONTAL PIPE

BY CONCRETE.

FITTING JOINT IS COVERED

AS LONG AS NO PART OF THE

DIMENSION AND MAY BE EXCEEDED

TABLE IS MINIMUM ALLOWABLE

1. DIMENSION "C" AS SHOWN IN

NOTE:

1/4 BEND BEND8

1 BEND16

BEND32

DIMENSION TABLE FOR THRUST BLOCK - (I)

PIPE DEFLECTION

DEFLECTION ANGLE OFFSET DISTANCE

PIPE

(mm)

DIAMETER

PVC

(OFFSET FOR L = 6,000)

BELL

END mm

HUB

END mm

C.I. OR D.I.

JOINT mm

(OFFSET FOR L = 5,400)

END mm

BELL MECH

NOT TO SCALE

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

B C

D

A

BEND 11 1/4 TO 90

M

IN

THRUST BLOCK

CAMP HENRY

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

22 MAR 24

I1-00055-3J

AS SHOWN 8 44

D - 24 - 15

C-8

1.

2.

3.

6.

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

4.

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

5.

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

7.

PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

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

8.

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.

1.

2.

3.

4.

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

1.

2.

3.

4.

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

5.

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.

8.

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

9.

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

6.

7.

8.

9.

10.

11.

12.

13.

SPECIFIC NOTES MATERIAL NOTES

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

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

PAK, SY

KIM, CS

AS SHOWN

CAMP HENRY

I1-00055-3J

14.

22 MAR 24

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

9 44

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

N

SCALE : 1 / 100AD 101

ARCHITECTURAL

PAK, SY

KIM, CS

AS SHOWN

ASBESTOS REMOVAL PLAN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

ACM : VINYL FLOOR TILE (ON TOP OF POSITIVE MASTIC)

2. THE FLOOR TILE IS ON TOP OF ASBESTOS-CONTAINING MASTIC.

1. THE FLOOR TILE WAS CURRENTLY COVERED BY DECO TILE AND CARPET.

NOTES

LEGEND

N

SCALE : 1 / 100

EXST / REMOVAL PLAN

LEGEND

DOOR WITH DOOR FRAME

REMOVE EXST

REMOVE EXST PARTITION WALL

REMAIN EXST STRUCTURAL COLUMN

W/ WINDOW TRIM

REMOVE EXST WINDOW, SECURITY GRILLE

1.

2.

STRUCTURE THAT ARE NOT INDICATED ON THE DRAWINGS.

THE CONTRACTOR SHOULD NOT REMOVE ANY COMPONENTS OF THE EXISTING

STRUCTURE WITH GYPSUM BOARD FINISH.

THE CONTRACTOR SHOULD COVER EXISTING COMPONENTS OF THE EXISTING

3.

INSTALLED ABOVE THE CEILING.

THE CONTRACTOR SHOULD REMOVE ALL EXISTING NON-STRUCTURAL COMPONENTS

AD 101

CAMP HENRY

I1-00055-3J

AD101

EXST / REMOVAL PLAN

ASBESTOS REMOVAL PLAN

REMOVE EXST CONCRETE FLOOR

"https://zotapro.com/asbestos-training/" "https://www.envtlmgmt.org/courses-and-registration/asbestos-training" "http://www.baos.com/training_category.php?aCategoryID=1" "https://www.zackacademy.com/class/asbestos-certification/asbestos-inspector" "https://www.epa.gov/asbestos/state-asbestos-contacts" SEE OMA SPEC. SECTION 02 82 14.00 10. AND THE BELOW URLs (INTERNET ADDRESSES).

WHO COMPLETED AN EPA-APPROVED TRAINING COURSE WITH EPA-APPROVED MAP PROGRAM.

8. ASBESTOS REMOVAL WORK SHALL BE SUPERVISED BY THE TRAINED AND ACCREDITED ASBESTOS PROFESSIONAL

THAT HAS CONDUCTED THE ASBESTOS INSPECTION OF THE RELEVANT FACILITY.

7. CLEAN UP, DISPOSAL AND REMOVAL OF ASBESTOS SHALL NOT BE CONDUCTED BY THE INSTITUTION

REMOVAL, CLEAN UP AND DISPOSAL WORK.

6. CONTRACTOR / SUPERVISOR SHALL THROUGHLY MANAGE AND SUPERVISE THE ENTIRE PROCESS OF ASBESTOS

WITH THEIR ASBESTOS RELATED DUTIES.

5. CONTRACTOR SHALL BE QUALIFIED AND MAINTAIN US EPA AHERA ACCREDITATION COMMENSURATE

ASBESTOS CONTAINING MATERIALS (ACM) THAT WAS REMOVED.

4. CONTRACTOR SHALL SUBMIT A REPORT SHOWING THE NATURE, LOCATION, AND QUANTITY OF THE

AND DISPOSAL, AND AIR MONITORING.

CONTAINING MATERIALS (ACM), AND THE PROCEDURES OF WORKER PROTECTION, ACM REMOVAL

DESCRIPTION OF WORK THAT WILL BE PERFORMED INCLUDING LOCATIONS, TYPES, AND QUANTITIES OF ASBESTOS BY INDIVIDUALS WHO HAVE CURRENT ACCREDITATIONS. THE SITE SPECIFIC WORK PLAN SHALL PROVIDE DETAILED

3. WORK PLAN THAT WILL BE REVIEWED BEFORE ANY WORK MAY BEGIN. THE WORK PLAN SHALL BE PREPARED

MATERIALS (ACM) SHALL BE PROPERLY DISPOSED IN ACCORDANCE WITH APPLICABLE R.O.K REGULATIONS.

REMOVAL AND PROTECTION OF WORKERS AND ENVIRONMENT. THE DISPOSAL OF ASBESTOS CONTAINING

2. CONTRACTOR SHALL COMPLY WITH ENVIRONMENTAL GOVERNING STANDARDS (EGS) REGARDING HANDLING,

- R.O.K OCCUPATIONAL SAFETY AND HEALTH LAWS, AND ENVIRONMENTAL LAW.

- U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA).

- UNITED STATE FORCES KOREA(USFK) ENVIRONMENTAL GOVERNING STANDARD (EGS, USFK REGULATION 201-1).

1. REGULATORY REQUIREMENT

ASBESTOS REMOVAL, CLEAN UP AND DISPOSAL WORK

22 MAR 24

20422

67’-0"

20422

67’-0"

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

10 44

SCALE : 1 / 100

NEW FLOOR PLAN

N

SCOPE OF WORK

REPLACE EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISITNG CONCRETE FLOOR WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING TOILET PARTITION WITH NEW.

ARCHITECTURAL

PAK, SY

KIM, CS

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REPLACE EXISTING NON-SLIP FLOOR TILE WITH NEW.

SCOPE OF WORK

EXST CONC SLAB

FINISH SYSTEM.

EXTERIOR INSULATION

RESTORE EXISTING

WINDOW OPENING AND

BLOCK-UP EXISTING

1B2D

AE 101

AE 101

2 PARTIAL SECTION DETAIL

SCALE : 1 / 25

SCHEDULE

FINISH PER

W/ 92mm METAL CHANNEL @400mm

15mm THK GWB BOTH SIDE

100mm INSULATION WITH V.B.

102mm METAL CHANNEL @400mm O.C.

CAMP HENRY

I1-00055-3J

AE101

SCOPE OF WORK

NEW FLOOR PLAN

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

#2. GENERAL REQUIREMENTS

#1. REPAIR / MAINTENANCE : K - WORK

PAINT EIFS SURFACE.

22 MAR 24

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

11 44

101 102

108109110

109A

109B

110A 110B

104A

AE 203

AE 101

LEGEND

REMAIN EXST STRUCTURAL COLUMN

STEEL DOOR WITH DOOR FRAME

WDDO DOOR WITH DOOR FRAME

AL WINDOW

FOR CONNECTION

SEE CIVIL DWG

NEW CONC STOOP

REPALCE EXISTING WINDOW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING CEILING SUSPENSION SYSTEM WITH CEILING INSULATION WITH NEW.

REPALCE EXISTING WINDOW WOOD TRIM WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING PARTITION WALL AND WALL INSULATION WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPALCE EXISTING FLOOR FINISH WITH WALL BASE.

BLOCK-UP EXISTING WINDOW OPENING AND RESTORE EXTERIOR INSULATION AND FINISH SYSTEM.

PROVIDE VANITY CABINET WITH COUNTER TOP AND MIRROR GLASS INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING TOILET ACCESSORY WITH NEW.

PAINT INTERIOR SURFACE AND EXTERIOR EIFS SURFACE.

REPLACE EXISTING SHELF AND CLOTHES HANGING ROD.

REPLACE EXISTING CERAMIC WALL TILE WITH NEW.

REPLACE EXISTING WATERPROOFING SYSTEM WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING CONCRETE STOOP.

REMOVE EXISTING ASBESTOS CONTAINING MATERIALS.

REPLACE EXISTING SIGNAGE WITH NEW.

10’-0"

1’

31’-11"

4’-7"

12’-10"

13’-11"

"3040

10’-0"

14’-5"

23’-6"

24’-10"

7’-10"

9’-8"

SCALE : 1 / 100

PARTITION WALL PLAN

ARCHITECTURAL

PAK, SY

KIM, CS

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AE 201

N

1A

2A

2B

2C

1B

2D

NOT TO SCALENOT TO SCALE

SLAB REINFORCING

40mm CLR

FORMED JOINT

3.2mm x t / 4 SAWED OR

VAPOR BARRIER 150mm THK CWB

40mm CLR

W/ SEALANT

10mm THK PEJ

W.W.F.

MW10(#8)-150X150

VAPOR BARRIER

150mm THK CWB

AE 201

AE 201

CAMP HENRY

I1-00055-3J

AE201

"x2" HARD WOOD2

FRONT STRIP

" WOOD NAILER2

11"x1

"THK. PLYWOOD SHELFS4

1" DIA. SST. PIPE

CLOTHES HANGING ROD

H=100mm

VINYL COVE BASE

VCT FIN.

104A

CMU WALL

EXISTING

1’-2"

1’-0"

1’

1"

1’

AE 201

4 CLOSET DETAIL

110A

110B

SCALE : 1 / 20

CLJ DETAIL SLAB DETAIL

CLOSET DETAIL

CLJ DETAIL , SLAB DETAIL

PARTITION WALL PLAN

H=2,550mm

50mm BLANKET INSULATION WITH V.B.

50mm METAL STUD @ 400mm O.C

15mm THK. GWB

H=3,020mm

50mm BLANKET INSULATION WITH V.B.

50mm METAL STUD @ 400mm O.C.

15mm THK. GWB

H=2,550mm

100mm BLANKET INSULATION

100mm METAL STUD @ 400mm O.C.

15mm THK. GWB (BOTH SIDE)

H=2,550mm

100mm METAL STUD @ 400mm O.C.

15mm THK. GWB (BOTH SIDE)

H=2,550mm

100mm BLANKET INSULATION

EXST STUD / RUNNER

15mm THK. GWB (BOTH SIDE)

H=3,124mm

100mm BLANKET INSULATION

100mm METAL STUD @ 400mm O.C.

15mm THK. GWB (BOTH SIDE)

H=2,550mm

100mm BLANKET INSULATION WITH CHICKEN WIRE

100mm METAL STUD @ 400mm O.C.

15mm THK. GWB

H=2,550mm

CERAMIC WALL TILE

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

50mm BLANKET INSULATION WITH V.B.

90mm METAL STUD @ 300mm O.C.

2 PLY - 15mm THK. GWB

H=2,550mm

CERAMIC WALL TILE

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

50mm BLANKET INSULATION WITH V.B.

90mm METAL STUD @ 300mm O.C.

15mm THK. GWB

H=2,550mm

CERAMIC WALL TILE

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

50mm BLANKET INSULATION WITH V.B.

50mm METAL STUD @ 300mm O.C.

H=2,550mm

CERAMIC WALL TILE

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

50mm METAL STUD @ 300mm O.C.

H=2,550mm

CERAMIC WALL TILE

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

50mm METAL STUD @ 300mm O.C.

12mm THK. CEMENT BOARD

WATERPROOFING MEMBRANE

CERAMIC WALL TILE

H=2,550mm

50mm METAL STUD @ 300mm O.C.

12mm THK. CEMENT BOARD

WATERPROOFING MEMBRANE

CERAMIC WALL TILE

H=2,550mm

15mm THK. GYPSUM BOARD

EXST STUD.

MATCH WITH EXISTING

15mm THK. GYPSUM BOARD (TYPE "X")

EXST STUD.

22 MAR 24

- INSTALL ACCORDING TO THE MANUFACTURER’S SPECIFICATIONS.

- USE POLYMER MODIFIED MORTAR TO INSTALL TILES.

- ALLOW EACH COAT TO FULLY CURE.

- APPLY TWO COATS TO WATERPROOF. COVER ANY VOIDS OR PINHOLES.

- APPLY MEMBRANE OVER THE MORAR BED PER TCNA B421.

- ANSI A118.10 REQUIREMENTS FOR WATERPROOFING MEMBRANES

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

13 44

108109110

109A

109B

110A 110B

104A

1B1

1A

2A

2D

2B

2A

2A

2A 2A 2A

2A 2C

1A

1A

1A

1A 1A 1A 1A

1A

1A

2A

WATERPROOFING MEMBRANE (RM NO. #105 & #106)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

@ CEILING ABOVE

SECTION

STRUCTURE

BOTTOM OF

FIN FLR LN

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

SIZED AS SCHEDULED

METAL STUD,

INSULATION

NOTES

REMARKS/

50mm

15mm GWB

PER INT FIN SCHED

WALL BASE SEALANT

1A

EXST WALL

100mm THK. W/ V.B.

NEW CEILING INSULATION

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

MAX

406mm

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

SEALANT BOTH SIDES

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

WALL FIN PER SCHED

15mm GWB

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

1022AMAX

406mm

100mm

100mm THK. W/ V.B.

NEW CEILING INSULATION

MAX

406mm

1022B -

2C - EXST 100mm

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

MAX

406mm

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

WALL FIN PER SCHED

15mm GWB

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

1023 100mm

100mm THK. W/ V.B.

NEW CEILING INSULATION

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

PER SCHED

FLR FINISH

100mm THK. W/ V.B.

NEW CEILING INSULATION

MAX

304mm 50mm

INT FIN SCHED

WALL BASE PER

15mm GWB

2-PLY

WALL TILE WITH TILE BOND

(1200mm H.)

WATERPROOFING MEMBRANE

12mm THK CEMENT BOARD

15mm GWB

1-PLY5

5 92

MAX

304mm 50mm

6 52

MAX

304mm 50mm

6 NO GWB

7 52

MAX

304mm

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

PER SCHED

FLR FINISH

100mm THK. W/ V.B.

NEW CEILING INSULATION

MAX

304mm

WALL TILE WITH TILE BOND

(1200mm H.)

WATERPROOFING MEMBRANE

12mm THK CEMENT BOARD

9 52

MAX

304mm

ARCHITECTURAL

PAK, SY

KIM, CS

AS SHOWN

52 50mm1B MAX 406mm

MAX

406mm

1022D 100mm

GWB ON ONE SIDE ONLY

WALL HEIGHT : 3,020mm

CAMP HENRY

I1-00055-3J

AE202

PARTITION WALL DETAILS

WALL HEIGHT : 2,550mm

WALL HEIGHT : 2,550mm

WALL HEIGHT : 2,550mm

WALL HEIGHT : 3,124mm

INSTALLTION

CHICKEN WIRE FOR WALL INSULATION

WALL HEIGHT : 2,550mm

INSTALLTION

CHICKEN WIRE FOR WALL INSULATION

WALL HEIGHT : 2,550mm

1-PLY GWB FINISH

WALL HEIGHT : 2,550mm

INSTALLTION

CHICKEN WIRE FOR WALL INSULATION

WALL HEIGHT : 2,550mm

INSTALLTION

CHICKEN WIRE FOR WALL INSULATION

WALL HEIGHT : 2,550mm

WALL HEIGHT : 2,550mm

WALL HEIGHT : 2,550mm

AE 202

1 PARTITION WALL DETAILS

NOT TO SCALE

GWB ON ONE SIDE ONLY

WALL HEIGHT : 2,550mm

22 MAR 24

FOR SWING SPACE IN BLDG. NO. S-1715

REPAIR THE DETERIORATED BUILDING

D - 24 - 15

14 44

ARCHITECTURAL

PAK, SY

KIM, CS

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING…