Drawing,_J1-00516-9J_2_of_2.pdf

N

S E E D

R A

W

IN

G R

E F . N

O . C -9

M A T C

H

LIN

E

S E E D

R A

W

IN

G R

E F . N

O . C -9

M A T C

H

LIN

E

S E E D

R A

W

IN

G R

E F . N

O . C -11

M A T C

H

LIN

E

S E E D

R A

W

IN

G R

E F . N

O . C -11

M A T C

H

LIN

E

S

T

M H

T

E P

E P

E P

E P

E P

E P

E P

E P

E P

S

(NO SWIMMING)

SIGN

C

TL

B

O X

V/ B

V/ B

H /H

H D

H D

H D

E

E

E

N 1050

N 1100

C-10

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:

CHI, K. K.

ENLARGED PLAN (2 OF 3)

YI, TONG KI

29 MAR 19

D - 19 - 04

10 22

J1-00516-9J

3 SCALE : 1 / 200

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

ENLARGED PLAN ( 2 OF 3 )

T

S

E

S

S

D

T

E P

E P

E P

E P E P

C

(WATCH FOR VEHICLES)

SIGN BOARD

WATER POINT

S T. 2

.8

STA 272.4167

STA 305.4387

H /D

S

N 1050

N 1100

E

E

E

S

S E E D

R A

W

IN

G R

E F . N

O . C -10

M A T C

H

LIN

E

S E E D

R A

W

IN

G R

E F . N

O . C -10

M A T C

H

LIN

E

C-11

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:

CHI, K. K.

ENLARGED PLAN (3 OF 3)

YI, TONG KI

29 MAR 19

D - 19 - 04

11 22

J1-00516-9J

3 SCALE : 1 / 200

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

ENLARGED PLAN ( 3 OF 3 )

3650 950 900 900 1500

8050VARIES

1:3 SLOPE

1:3 SLOPE

~ GOLF RANGE ~

2% SLOPE

SLOPE

~ WATER PLANT AREA ~

STA. 0.000~STA. 47.000

LC LC

LC

3650 900 900450 1500

7550VARIES

1:3 SLOPE

1:3 SLOPE

~ GOLF RANGE ~

2% SLOPE

SLOPE

STA. 60.866~81.028, 110.481~197.141

LC LC

~ GOLF RANGE ~

2% SLOPE

2% SLOPE

(SOLID/ DOT LINE)

YELLOW PAINTED

DUMMY CURB

SOLID/DOT LINE

YELLOW PAINTED,

DUMMY CURB

SOLID/DOT LINE

YELLOW PAINTED,

CONCRETE CURB TOP

2% SLOPE

TYPICAL SECTIONS

J1-00516-9J

YI, T. K.

CAMP WALKER

C-12

SHEET OF

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

D - 19 - 04

12 22

CHI, K.K.

TYPICAL SECTIONS5

29 MAR 19

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

SPEED TABLE OR SPEED HUMP WITH CROSSWALKS

NOTE: CROSSWALK LINES ARE NOT SHOWN IN THIS FIGURE

S P

E E

D T

A B

L E A

R E

A C

R O

S S W

A L

K

180018001800

19800 (TYP.)

V A

R

IE

S W

30000(TYP.) 3000 30000(TYP.)

SPEED HUMP WITHOUT CROSSWALKS

NOTE: CONTRACTOR SHALL CONFIRM THE PATTERN OF THE SPEED HUMP

YELLOW, REFLECTIVE

WILL BE PAINTED WITH RED COLOR.

2. FIRE LANE MARKS ON THE PAVEMENT ARE YELLOW AND THE CURB

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

1. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTE:

W

MARKING DETAILS

SPEED HUMP AND PAVEMENT

J1-00516-9J

YI, T. K.

CAMP WALKER

C-13

SHEET OF

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

D - 19 - 04

13 22

CHI, K.K.

SPEED HUMP AND AND ADVANCE WARNING MARKS1

29 MAR 19

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

PATTERNS OF LONGITUDIAN PAVEMENT MARKINGS

CROSSWALK AND STOP LINE

PAVEMENT MARKING DETAILS

STOP LINE (WHITE)

J1-00516-9J

YI, T. K.

CAMP WALKER

C-14

CENTER SOLID LINE (YELLOW)

BROKEN LINES (WHITE/YELLOW)

DOTTED LINES (WHITE/YELLOW)

SIDE EDGE SOLID LINE (WHITE)

SHEET OF

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

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.

SPEED HUMP AND AND ADVANCE WARNING MARKS

1:15 SLOPE 1:15 SLOPE

0 2

5400 6100

SYMBOL AND ARROW PAVEMENT MARKING OF BICYCLE LANE

1800 MIN 600 600 1200 MIN 300 1800 MIN

30000

49004200370030001800 3000 TYP. 1800 2400

3048 (10 FT) 9144 (30 FT)

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

29 MAR 19

EXST. AC SURFACE

EXST. SUBBASE COURSE

EXST. BASE COURSE

1800 3000

SPEED HUMP W/ CROSSWALK

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SEE CROSS WALK SECTIONAS REQUIRED

WILL BE PAINTED WITH RED COLOR.

2. FIRE LANE MARKS ON THE PAVEMENT ARE YELLOW AND THE CURB

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

1. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTE:

NOT TO SCALE

SECTION

PLAN

7300(TYP.)

1000 5300 1000

R

SLOPE

S L O

P E

S L O

P E

SLOPE

FINISH SURFACE

EXST. AC

OF ROADWAY

14 22

D - 19 - 04

N O T E S

DESIGN CRITERIA

MIN. LAP

D

MIN. LAP

D

D16 BARS @ 250 O.C.

FINISH GRADE LINE

FINISH GRADE LINE

300 MINIMUM TO

EXTRA BARS

D13 @ 300 O.C.

STEPPED FOOTING DETAIL

GRADE 40, fy = 300Mpa

REINFORCING STEEL SHALL CONFORM TO ASTM A-615,

2. REINFORCING STEEL :

SHALL BE 21Mpa

COMPRESSIVE STRENGTH OF CONCRETE fc’ @ 28 DAYS

1. CONCRETE :

2-D19 CONT’D BAR

2/3a

B

O

C L E

A R b a

P

38 CLEAR

H

F

T

/3 a c

L

L

Q

M

N

F

H

P

L

T

L

M

F

MATERIAL FILL

IMPERVIOUS

FABRIC ENCIRCLING

300x300x300 W/GEOTEXTILE

BARRIER POCKET

CAPILLARY WATER

MATERIAL FILL

IMPERVIOUS

KEYWAY

50x150

JOINT SEE DETAIL

EXPANSION OR CONST.

ELEVATION

BACK FILL

JOINT FILLER

19 PREFORMED

SEALANT

SURFACE

EXPOSED

(18m MAX. O.C.)

EXPANSION JOINT

(9m MAX. O.C.)

CONSTRUCTION JOINT

TYPICAL JOINTS IN CONCRETE WALLS

a h BLANKET FILTER

SAND AND GRAVEL

CONCRETE RETAINING WALL1

BARS

2-D13 CONT’D

1, F R

O

T

D E P T

H

1,800 OC

HORIZONTALLY

VERTICALLY AND

WEEP HOLES(D=50)

75 CLEAR

4. NO SURCHARGE LOAD

3. UNIT WEIGHT OF SOIL : 1.7tonf/m3

1. ASSUMED BEARING PRESSURE AT 72KPa

REF:

TYPICAL RETAINING WALL SECTION

NOT TO SCALE

& OILED

ONE END PAINTED

DOWELS @600 O.C.

19MM DIA. x 600

WATER STOP

O

Q

N

CONCRETE OUTLINES OF RET. WALL

2.1m

1.8m

1.5m

0.9m

1.2m aB

1,575

1,350

1,150

3.9m

3.6m

3.0m

2.4m

2.7m

3.3m

4.5m

4.2m

2,850

2,425

2,225

2,000

2,650

3,300

3,075 b c

1,050

1,425

1,200

1,100

1,325

1,675

1,550

(mm) (mm) (mm)(mm)

1,825

(m)

WALL=h

HEIGHT OF

D13 300D13 3003001,250 275D13250 D13D16 250 D13250D13250 1,4503.0m D13 2,950

Q U

A N

T

S

IZ

E

1.2m

0.9m

B A

R

2.7m D13

1.8m

1.5m

2.1m

2.4m D13

D13

D13

D13

D13

D13

D13

D13

B A

R

REINFORCEMENT OF RET WALL

B A

R

S P

A C

E

(m m

M

LENGTH

3002,650

3752,350

S P

A C

E

(m m

N

S

IZ

E LENGTH

B A

R

(m m

S P

A C

E

Q

S

IZ

E LENGTH

(m m

B A

R

P

S P

A C

E

D13

D13

S

IZ

E LENGTH

300D16

D13

D13

D13

D16 325

(m m

O a-b a b

S

IZ

E

S P

A C

E (m m

S

IZ

E

T

LENGTH

S P

A C

E

B A

R

1,500D13

2,375

D13

D13

1,350D13

(m m

LENGTH

F

S P

A C

E

B A

R S

IZ

E

D13

D13

300D13

D13

D13

D13

350D13

250D13

250D13

SIZE

(m m

L

BAR

S P

A C

E

Q U

A N

T

300D13

350D13

375D13

350D13

350D13

D13

D13

(m m

H

BAR

SIZE

S P

A C

E

D13 300

D13

D13

350D13

D13 350

4.2m

4.5m

D16

D16

D13

3.3m D13

3.6m

3.9m D13

D19

D19

D19

D19

D19

D16

D16

D19

D16

D16

D16

3253,550

3,250

4,150

4,450

1,850

1,700

2,350

2,300

2,450

4131,500

1,650

1,450

D16

275275

1,750

2,050

1,625

1,575

1,700

D16

D16

D16

D19

D19

D13

D13

D13

D13

D13

350D13

350D13

D13

300D13

350D13

D16

D16

D13

D13 300

D16

(m)

WALL=h

OF

HEIGHT

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)

4,275 4,275

3.950

3.625

3,300

2,975

2,650

2,325

2,000

1,675

1,350

1,025

4,600

4,925

1,150

1,250

1,350

1,450

1,550

1,120

1,220

1,300

1,350

1,380

1,430

1,430

1,270

D25

D25

D29

D29

D25

D25

SHEET OF

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

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.

CONCRETE RETAINING WALL DETAILS

1,575

2,075

2,575

3,075

3,600

1,708

3 15

THIS PROJ.

C-15

YI, T. K.

J1-00516-9J

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

29 MAR 19

THIS PROJ.

3. CONCRETE SURFACE SHALL BE TEXTURED PATTERN FINISH APPROVED.

19 mm.

2. RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF

TO FOOTING PLACEMENT.

SOIL. OVER-EXCAVATION SHALL BE FILLED WITH 14 Mpa CONCRETE PRIOR

1. RETAINING WALL FOOTINGS SHALL BEAR OR CAST AGAINST UNDISTURBED

15 22

REVIEWED BY

CHI, K. K.

D

IA

OUTLET PIPE

INLET PIPE

CONCRETE RING

40 CLEAR

200200

FNSH GRADE UNPAVED

B

M

IN

D

IA

5%

D

5%

BOTTOM

D16 BARS TOP AND

ONLY

D16 BARS BOTTOM

BARS FOR D>600

PROVIDE 8-D16 DIAGONAL

UNIFORMLY SPACED

D13 BARS BOTHWAYS

BARS FOR D=600

PROVIDE 4-D16 DIAGONAL

M

IN

D13 LOOP

TOP AND BOTTOM

D13 BARS-EDGES,

M

IN

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

D13 BARS @ 300 O.C.

@ 125 O.C. E.W.

D13 BARS

AND COVER

C.I. MANHOLE FRAME

RING 700 DIA.

S E

E P

L A

N V

A R

IE

S

FOR MANHOLE W/LADDER.

USE 775mm MIN. MANHOLE OPENING

NOTE:

200 200

TOP SLAB REINFORCING

SECTION

A C

B

P L A N

LADDER

1,200

FRAME

GRATINGB

SEE PLAN

OUTLET PIPE

SEE PLAN

INLET PIPE

2-D16 DIAGONAL BAR

FRAME

GRATING

BOTHWAYS

D13 BARS @ 125 O.C.

D13 BARS @ 125 O.C.

D

OF PRINCIPAL INFLOWS

PERPENDICULAR TO THE DIRECTION

WITH THE 9mm CROSS BARS

GRATING SHALL BE ORIENTED

SEE DETAIL

1.2m IN DEPTH

FOR ALL INLETS EXCEED

LADDER TO BE PROVIDED

V A

R

IE

S ,6

M A

X

SEE PLANS

PAVEMENT SECTION

UNIFORMLY SPACED

6-D13 BARS BOTHWAYS

4-D16 DIAGONAL

8EA-ANCHOR 10mmX150mm

L - 71mmX61mmX6mm

5mm

5mm

5mm

65mmX7mmX4mm @ 35.5mm O.C.

I BAR

WELDED TO FLAT BARS

@ 300 O.C.

8mmX8mm CROSS BAR

@ 225mm O.C.

D13 BAR

TOP SLAB REINFORCING

A C

P L A N

SEE DETAIL "A"

DETAIL "A"

SECTION

B

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.

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:

(MAX.)

EACH WAY

D13 BARS @ 200 O.C.

3 NOT TO SCALE

CONCRETE (DRAIN) SURFACE INLET

3 NOT TO SCALE

CONCRETE MANHOLE

VAR. 1,200 MIN

VAR. MIN, 1,200

V

A R ,2

M

IN

C-16

YI, T. K.

16 22

CONCRETE MANHOLE

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

J1-00516-9J

29 MAR 19

600(TYP.)

1,200(TYP.)

C

WALL

FACE OF

ANCHOR BOLT

STAINLESS STEEL

MIN.

1, A

X

V A

R

IE

S

UNIT WALL

CONC. OR MASONRY

165MIN.

RUNG SPACING 300

FACE OF WALL

SEE DETAILS

RUNGS AND BRACKETS

BOLTED TO WALL

ANGLE BRACKETS

165 MIN.

UNIT, STAINLESS STEEL, EXPANSION BOLTS AND WELDED TO SIDE RAIL

63mm x 9mm METAL BRACKET BOLTED TO WALL WITH 13mm DIA. 2

B

D

MANHOLE)

RIBS(MAY BE ELIMINATED FOR NON - TRAFFIC

WITH LADDERS

832 FOR MANHOLES

775 MIN. W/LADDER

600 MIN.

25 MIN.25 MIN.

50mm

RIDGES RAISED 6mm

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:

CHI, K. K.

NOT TO SCALE

NOT TO SCALE

2 CAST IRON MANHOLE FRAME AND COVER

FRONT ELEVATION SIDE ELEVATION

BRACKET - FRONTBRACKET - SIDE

COVER - PLANFRAME - PLAN

SECTIONSECTION

RUNG - CONNECTIONBRACKET - TOP

A B

C D

E F

A C

DB

LADDER IS INSTALLED SHALL BE VERTICAL FROM TOP SLAB TO INVERT.

COVER TO INVERT OF MAIN SEWER EXCEEDS 1.2m, WALL ON WHICH

4. INSTALL LADDER ONLY WHEN DEPTH FROM TOP OF

3. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR

CAST IRON WITHOUT THE SUPPORTING RIBS MAY BE USED

2. WHERE A NON - TRAFFIC TYPE MANHOLE IS SHOWN ON THE PLANS,

SHALL BE USED UNLESS OTHERWISE INDICATED

1. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON

CENTER OF COVER.

THAN 181 kgf. THE LETTER "D" AT LEAST 50 HIGH SHALL BE CAST IN

BY THE CONTRACTING OFFICER MAY BE USED. TOTAL WEIGHT SHALL NOT BE LESS

OTHER DESIGNS DIFFERING ONLY IN NON - ESSENTIAL DETAILS AND AS APPROVED

7.3tonf PLUS 25% ALLOWANCE FOR IMPACT.

NOTE : DESIGN OF RIBBED CAST IRON COVERS AND FRAMES IS BASED ON A WHEEL LOAD OF

31 31

SIDE RAILS

E

DETAIL

63mm x 9mm BRACKET

19MM DIA. RUNGS

SIDE RAILS

63mm X 9mm

WELD TO SIDE RAILS

19mm DIA. RUNGS

MANHOLE LADDER

WELD RUNGS TO SIDE RAILS

FOR 19 MM DIA. RUNGS

WALLS PUNCHED

63 x 9 METAL SIDE

YI, T. K.

C-17

DETAILS

MANHOLE FRAME AND LADDER

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

CAMP WALKER

29 MAR 19

J1-00516-9J D - 19 - 04

17 22

WIDTH VARIES

%(TYP)2

3R

JOINT FILLER JOINT SEALER

3R

NOT TO SCALE

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

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

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

GRADE

FINISHED

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

SLOPE

JOINT SEALER

15R

25 150

NFSM

"C

"C"

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

NOT TO SCALE

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:

SECTION

EXPANSION JOINT

CONTRACTION JOINT

CONCRETE SIDEWALK

CONCRETE CURB

CONCRETE 21 MPA

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

19mm UNLESS OTHERWISE NOTED.

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

300MM.

3. REINFORCING BAR LAP SPLICES SHALL NOT BE LESS THAN

CONCRETE FINISH

f’c = 21 MPa

PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND SIDEWALK

9.5

NOT TO SCALE

CONCRETE CURB & GUTTER

NFSM

R 6.3%

SUBGRADE

SLOPE

CONCRETE SIDEWALK

25150 600

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT’S SECTION MINUS 300mm

1. PROVIDE EXPANSION JOINTS AT MAXIMUM 15m. INTERVALS (MATCH SIDEWALK)

NOTE:

BITUMINOUS JOINT FILLER

13mm THICKNESS EXPANSION

SEE PLAN

PAVING SECTION

FLEXIBLE

CONCRETE CURB & GUTTER

TW

M

IN

IN

SATISFACTORY BACKFILL

OR MISC. AREAS

OR SEEDED AREAS,

SIDEWALK, TURFED

OF SOIL

TO ANGLE OF REPOSE

TRENCH WALLS CUT

EARTH TRENCH BOTTOM UNYIELDING MATERIAL TRENCH BOTTOM

FINISHED GRADE

INITIAL BACKFILL

BE FREE OF ROCK 13mm OR LARGER

GRANULAR MATERIAL, SHALL

BEDDING - SELECT

UNYIELDING MATERIAL

O.D. + 600 FOR 900 OR MORE I.D. PIPE

O.D. + 450 FOR 600 OR LESS I.D. PIPE

OF SOIL

EARTH

FIRM UNDISTURBED

NOTE: TW =

NOT TO SCALE

TYPICAL PIPE TRENCH SECTION

O.D

EXST. AC SURFACE

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

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

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)

SEE PLAN ( 1500 TYP.)

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

CHI, K. K.

SHEET OFAS SHOWN

FES

MATERIAL STRENGTHS

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

C-18

YI, T. K.

J1-00516-9J

CAMP WALKER

AC PAVEMENT AND THE MISC DETAILS

29 MAR 19

18 22

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

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-01

CAMP WALKER

AE 01

REPAIR / MAINTAINANCE : K - WORK

NOT TO SCALE

SCOPE OF WORK

BUILDING VIEW

FLOOR PLAN & BUILDING WIEW, T-632

YI, TONG KI

29 MAR 19

J1-00516-9J D - 19 - 04

LOCATION PLAN

AE 01

6. SALVAGEABLE MATERIAL WITHIN PROJECT LIMIT SHALL BE RETURNED TO DPW.

5. DEMOLITION OF MECHINICAL AND ELECTRICAL ITEMS IS ALSO INCLUDED.

THE GUIDANCE OF COR.

SHALL BE REMOVED OR CUT AND CAPPED OR ABANDONED IN ACCORDANCE WITH

4. REMOVAL OF UNDERGROUND UTILITY LINES FOUND DURING THE REMOVAL WORK

ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK PAM 200-1.

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

REMOVED, UNLESS OTHERWISE INDICATED.

2. ALL STRUCTURES WITHIN REMOVAL BOUNDARY SHALL BE DEMOLISHED AND

INDICATED, UNLESS OTHERWISE NOTED.

1. ALL DEMOLITION WORKS SHALL BE CONFINED WITHIN THE REMOVAL WORK LIMITS

DEMOLITION NOTES:

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

S-386

T-632

DEMOLISH EXISTING WHOLE BUILDING COMPONENTS. (BLDG. NO. T-632)

REPAIR BY INSTALLING DOOR AND DOOR FRAME.3

PAINT INTERIOR WALL AND CEILING.

NN

SCALE : 1 / 100

BUILDING: 632

12’-2"

BLDG. NO. S-386

REINFORCED CONCRETE FOUNDATIONS

REINFORCED CONCRETE FLOOR SLAB INCLUDING1) FLOOR :

2) WALLS :

3) ROOF : METAL ROOF WITH ROOF TRUSS

4) BUILGING AVG. HEIGHT : 3.9 METER

METAL SIDING WITH STEEL STRUCTURE

BUILDING: 386

FLOOR: 1

AE 01

14’-9"

REMOVAL FLOOR PLAN, S-386

BUILDING: 386

FLOOR: 1

AE 01

14’-9"

NEW FLOOR PLAN, S-386

SCALE : 1 / 100 SCALE : 1 / 100

REMOVE EXISTING WALL FOR NEW OPENING.

VINYL COVE BASE AND NECESSARY ACCESSORIES.

REPLACE EXISTING FLOOR TILE WITH NEW VINYL COMPOSITION TILE INCLUDING

D1

5 6

PATCH AND FINISH WITH GYPSUM BOARD WALL AND EIFS AROUND NEW OPENING.

DEMOLITION NOTES

FLOOR PLAN & BUILDING WIEW, T-632

NEW FLOOR PLAN, S-386

GENERAL NOTES, REMOVAL FLOOR PLAN, S-386

LOCATION PLAN , SCOPE OF WORK

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

MISSION OPERATION.

WORK STAGE BY STAGE WITHOUT ANY INCONVENIENCE TO THE CUSTOMER’S

THE WORK AND GET APPROVAL FROM THE GOVERNMENT AND EXECUTE

THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING

OR RENOVATION.

CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS

EXACTLY FIELD CONDITIONS, SUCH DETAILS SHALL BE PREPARED IN THE

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH

APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND INSTALLATION.

DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE

MANUFACTURER’S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP

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

WORK.

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

TELEPHONE AND FIRE ALARM SYSTEM COORDINATION OF THIS WORK MUST

THE INSTALLATION AND REPLACEMENT OF MECHANICAL, ELECTRICAL,

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

APPROVED CAULKING MATERIALS RATED FOR THE FIRE WALL.

ALL PENETRATIONS THROUGH FIRE RATED WALLS MUST BE SEALED WITH

PLATE, ETC.)

ROOF THAT DISTURB WATERPROOFING WORK. (ANTENNA, WIRE, SYMBOL, NAME

THE CONTRACTOR SHALL REMOVE & REINSTALL ALL EQUIPMENTS ON THE

INSULATION R-VALUE (ROOF - 3.94 K.SM/ W AND WALL - 2.7 K.SM/ W)

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

FOR APPROVAL TO THE C.O. OR HIS COR.

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS

CONTRACT.

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

INSTALLATION MANAGEMENT COMMAND, 30 OCTOBER 2015" FORM AS A PART

DRAWINGS FOR O&MA PROJECTS, KOREA, DEPARTMENT OF THE ARMY

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

GENERAL NOTES

DESCRIPTIONS OF DEMOLITION BUILDING

N N

19 22

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:

REMARKS

HDW

SET

NOTHICKWIDTH

DOOR DIMENSION

HEIGHT

NOS

D1 A -12100900

TYPE

DOORDOOR FIRE

RATING

WIDTH HEIGHT

DOOR OPENING

1000 2150 45

LOUVER

GLASS

VISION

WIDTH

FRAME

-150

STEEL DOOR

W/STEEL FRAME

INSULATED

A

BY ARCH.)

COATED NATURAL COLOR FINISH. ( FINISH TO BE DETERMINED

OR MORE KEYING FOR EXTRA.

THE CONTRACTOR SHALL BE PREPARED TWO (2) EACH

IN ACCORDANCE WITH SPECIFICATIONS, HARDWARE

SCHEDULE AND MANUFACTUES INSTRUCTIONS

APPROVED BY THE CONTRACTOR OFFICER PRIOR

TO COMMENCING WORK.

ALL DOOR, WINDOW AND DRAWINGS SHALL BE APPROVED

BY THE CONTRACTING OFFICER BEFORE FABRICATION

AND INSTALLATION

ACCORDANCE WITH NFPA 80 FIRE DOORS AND

ALL DOORS AND WINDOWS SHALL BE FABRICATED

ALL WOOD FLUSH DOORS SHALL BE FINISHED FACTORY

FIRE DOORS AND FRAMES SHALL BE INSTALLED IN

1.

2.

3.

4.

5.

6.

7.

8.

FIRE WINDOWS. ASTM. E119.

THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR

NOTES

ELECTRONIC NETWORKED LOCKSET SHALL BE "SALTO" OR

APPROVED EQUAL

ALL LOCKS EXCEPT ELECTRONIC LOCKSET SHALL BE

INTERCHANGEABLE CORE, "BEST-LOCK" OR APPROVED EQUAL.

HDW-1

WEATHER STRIP

1 1/2PR HINGES A5112 114X114, NRP

DOOR CLOSER CO20211

1 THRESHOLD J32100

(ROY 154 FOR HEAD/JAMB, ROY 414 FOR SILL)

LOCKSET, F22

CEILINGFLOOR BASE

HGT

WALL

FINISH & COLOR FINISH & COLOR FINISH & COLOR FINISH & COLOR

VCB

NUMBER

BUILDING

S-386 VCT EXT / PAINT EXTEXT & GWB / PAINT

: VINYL COMPOSITION TILEVCT

LG HAUSYS

LDMY0084

450mm x 450mm X 3mm THK

OR APPROVED EQUAL

1.

NOTE

CAMP / INSTALLATION EXTERIOR COLOR SCHEME AS APPROVED BY DPW.

SELECTION OF EXTERIOR PAINT AND APPLIED FACTORY COLORS SHALL BE IN ACCORDANCE WITH

CEILING

COLOR

CLG

CLR

CONC CONCRETE

HARDENER

HGT

VINYL COMPOSITION TILE

VINYL COVE BASEMECH MECHANICAL

MATERIALMATL

VCT

VCB

HEIGHT

HDR

FINISHFNSH

GCWT GLAZED CERAMIC WALL TILEACST ACOUSTICAL TILE

P PAINT

WALL TILEWT

CONCRETE MASONRY UNITCMU

GYPSUM WALL BOARDGWB

PLASTIC LAMINATEPL

RUBBER TILERT

WOODWD

RUBBER COVE BASERCB

CPT CARPET

EP EPOXY

VARIOUSVAR

MRL METAL ROOF LINER

CT CERAMIC TILE

SAWP

SLM SELF-LEVELING MORTAR

SOUND ABSORBTION WALL PANEL

DOOR STOP, SEE DETAIL 1/AE-02

NOT TO SCALE

WALL TYPE BUMPER L02101

(FILLED W/ CONC)

GALV STEEL TUBE

80mm x 80mm x 3.2mm THK

STEEL TUBE

PLATE WELDED TO

50x50x6THK STEEL

DOOR

HOOK & EYEBOLT

P L A N

S E C T I O N

WALL TYPE BUMPER L02101

HOOK & EYEBOLT

WHITE STRIPS

CONC)

TUBE (FILLED W/

THK GALV STEEL

80mm x 80mm x 3.2mm

BACKGROUND

DARK BROWN

STEEL TUBE

WELDED TO

THK STEEL PLATE

50mm x 50mm x 6mm

DOOR

STOOP

CONCRETE

EXISTING

FOUNDATION

CONCRETE

WELDED TO STEEL TUBE

STEEL PLATE

175mm x 175mm x 6mm THK

250 SQ

AE 02

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

AE-02

CAMP WALKER

YI, TONG KI

29 MAR 19

J1-00516-9J D - 19 - 04

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

D O O R S C H E D U L E H A R D W A R E S C H E D U L E D O O R T Y P E S

I N T E R I O R F I N I S H S C H E D U L E

M A T E R I A L & C O L O R S C H E D U L E

A B B R E V I A T I O N

DOOR STOP DETAIL

DOOR STOP DETAIL , NOTES

MATERIAL & COLOR SCHEDULE , ABBREVIATION

DOOR TYPES , INTERIOR FINISH SCHEDULE

DOOR SCHEDULE , HARDWARE SCHEDULE

1B

1A

APPROVED BY THE COR. BEFORE APPLICATION.

SINGLE MASTER KEYING SYSTEM DIAGRAM AND SHALL BE

THE CONTRACTOR SHALL BE PREPARE SHOP DRAWINGS FOR

20 22

HGFEDCBA

- E01

P-1

SCALE : 1 /500

EXISTING/ REMOVE ELECTRICAL SITE PLAN

P O L

E

P O L

P O L

P O L

P O L

E

P O L

E

E

E

P O L

EP

EP

EP

EP

E

LE

C

EP

EPEP

EP

EP

EP

L

L

EP

EP

EP

EP

EP

ELECTRICAL

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

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

1.

S C O P E O F W O R K

2.

1.

ELECTRICAL

2.

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

REGISTER OF IMA-KORO PAMPHLET 420-1 "INSPECTION OF CONSTRUCTION CONTRACTS

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

O&MA PROJECTS, AND SPECIFICATIONS.

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

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

B. REPAIR / MAINTENANCE

CAMP WALKER

J1-00516-9J

SHEET OF

E-01

N

EXISTING 3W-#8 AWG "WP" WIRE FOR LIGHTING POWER

- E02

P-1

- E02

P-1

FOR ELECTRICAL POWER

EXISTING 4W-#6 AWG "WP"

FOR ELECTRICAL POWER

EXISTING 2W-#8 AWG "WP"

EXISTING IRRIGATION CONTROL VALVE AND BOXES

EXISTING RAIN BIRD SPLINKLER CONTROL BOX

EXISTING RAIN BIRD VALVE BOX

3.

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

YI, TK

SIN, YS

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

4.

L E G E N D

REMOVE EXST

AND EXISTING/ REMOVE ELECTRICAL SITE PLAN

NOTES, SCOPE OF WORKS, LEGEND

NEW/ RELOCATED

- RELOCATION WORK SEE

AND RELOCATE CABLES

REMOVE EXISTING WOODEN POLE

T

S

5.

EP

CONCRETE/WOOD POLE

EPEP

EPEPEP

LLL

CONCRETE/WOOD POLE WITH LIGHTING FIXTURE

FOR ELECTRICAL POWER

EXISTING 3W-#6 AWG "WP"

"R4"

"R3"

- E02

P-1

- E02

P-1 "R2"

"R1"

- RELOCATION WORK SEE

AND RELOCATE CABLES AND WIRES

RELOCATE EXISTING 12M CONCRETE POLE

PROVIDER BEFORE CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH AREA DPW. SIGNAL BRIGADE, CATV PROVIDER AND INTERNET SERVICE

CABLE WITH MESSENGER WIRE

RELOCATE EXISTING 1SET OF OVERHEAD FIBER OPTIC

EP

WIRE

WELL POWER CABLE WITH MESSENGER

CABLE, FIBER OPTIC CABLE AND WATER

EXISTING 5SET OF OVERHEAD COAXIAL

CABLE WITH MESSENGER WIRE

EXISTING 1SET OF OVERHEAD COAXIAL

L

EP

L

EP

L

EP

L

EP

L

EP

EP

L

EP

L

EP

L

L

EP

S

LP

E P

S B

S B

S

S B

S B

S B

S B

S B

S B

S B

S B

S B

W /V

W E

LL

S B

M H

T-

E

VE

R G R E

G O

LF

C

LU

B

FF

E

.9

S H E D

S

S

S

S

S

S

S

S

S

- RELOCATION WORK SEE

AND RELOCATE CABLES AND WIRES

REMOVE EXISTING 10M CONCRETE POLE "R2"

REMOVE EXISTING 10M CONCRETE POLE "R4"

WATER WELL POWER CABLE WITH MESSENGER WIRE

EXISTING 4SET OF OVERHEAD COAXIAL CABLE AND

"P1"

- COAXIAL CABLE: 1SET OF 12C-HFBT

- FIBER OPTIC CABLE: 3SET OF 36CORE AND 72 CORE

- WATER WELL POWER CABLE: 1SET OF 12C-#12 AWG

CABLE AND FIBER OPTIC CABLE WITH MESSENGER WIRE

EXISTING 5SET OF OVERHEAD COAXIAL CABLE, WATER WELL POWER

MESSENGER WIRE

OVERHEAD COAXIAL AND FIBER OPTIC CABLE WITH

6.

POWER LINES AND CATV CABLE INCLUDING NECESSARY ACCESSORIES AS SHOWN IN DRAWINGS.

REMOVE AND RELOCATE EXISTING WOODEN/CONCRETE POLES FOR EXTERIOR LIGHTING, ELECTRICAL

RAIN BIRD VALVE BOX INCLUDING WIRING AND NECESSARY ACCESSORIES AS SHOWN IN DRAWINGS.

RELOCATE EXISTING IRRIGATION CONTROL VALVE AND BOXES, RAIN BIRD SPRINKLER, CONTROL BOX AND

WIRES AS SHOWN IN DRAWINGS.

REPLACE EXISTING LIGHTING FIXTURES FOR RELOCATED CONCRETE POLE WITH NECESSARY ACCESSORIES AND

AS SHOWN IN DRAWINGS.

RELOCATE EXISTING IDS WIRING AND ELECTRICAL POWER WIRING TO ROUTE NEW DOOR OF BLDG 386

OVERHEAD LIGHTING AND POWER WIRE

MESSENGER WIRE

OVERHEAD ELECTRICAL POWER CABLE WITH

WATER WELL POWER CABLE WITH MESSENGER WIRE

EXISTING 4SET OF OVERHEAD COAXIAL CABLE AND

WATER WELL POWER CABLE WITH MESSENGER WIRE

EXISTING 4SET OF OVERHEAD COAXIAL CABLE AND

- RELOCATION WORK SEE

AND RELOCATE LIGHTING FIXTURE CABLES AND WIRES

RELOCATE EXISTING 14M CONCRETE POLE "R3" WITH LIGHTING POWER BOX

FIBER OPTIC CABLES INCLUDING MESSENGER WIRES AND NECESSARY ACCESSORIES AS SHOWN IN DRAWINGS.

RELOCATE AND EXTEND EXISTING OVERHEAD EXTERIOR LIGHTING LINES, ELECTRICAL POWER AND

AS SHOWN IN DRAWINGS.

REPLACE EXSTING OVERHEAD COAXIAL CABLES INCLUDING MESSENGER WIRES AND NECESSARY ACCESSORIES

7. PROVIDE TEMPORARY INSTALLATION /RELOCATION OF CABLES TO PREVENT NETWORK AND TV SERVICE OUTAGE.

COAXIAL CABLES

RECONNECT EXISTING POWER CABLE AND

NECESSARY ACCESSORIES AND GUY-WIRE

EXISTING CONCRETE POLE "R3" INCLUDING

REPLACE EXISTING WOODEN POLE WITH

D - 19 - 04

29 MAR 19

HGFEDCBA

ELECTRICAL

SHEET OF

E-02

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000

N

P O L

E

P O L

P O L

P O L

P O L

E

E

LE

C

P O L

E

E

E

P O L

SCALE : 1 /500

NEW ELECTRICAL SITE PLAN

- E02

P-1

AND BOXES INCLUDING WIRING (CIVIL ITEM)

RELOCATE EXISTING IRRIGATION CONTROL VALVE

INCLUDING WIRING (CIVIL ITEM)

RELOCATE EXISTING RAIN BIRD VALVE BOX

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 WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

YI, TK

SIN, YS

J1-00516-9J

CAMP WALKER

NEW ELECTRICAL SITE PLAN

NEW ARMY FAMILY HOUSING TO COMMISSARY

BUILD SIDEWALK AND BICYCLE PATH FROM

S

"R1"

RELOCATE EXISTING 3W-#8 AWG "WP" WIRE FOR LIGHTING POWER

RELOCATED CONCRETE POLE "R1" WITH NECESSARY ACCESSORIES

NOTES

EP

EP

EP

EP

EP

EP

EP

EP

EP EP

EP

EP

WITH MESSENGER WIRE

NEW 1SET OF OVERHEAD COAXIAL CABLE

"P1" L

EP

EP

L

EP

L

L

EP

EP

L

EP

L

EP

L

EP

L

EP

L

EP

L

W /V

W /V

S

G

G

G

W /V

W /V

S

S

W /V

W /V

T

W /V

C C

M H

W /V

W /V

W /V

E

LE

C

W /V

T

W /V

S

S

S

S

S

D

T

T

S

C

E

DIRECTION OF IDS PROVIDER, "ADVANTOR INC.".

OF IDS WIRING.THE IDS WIRING WORK SHALL BE CONDUCTED WITH OR UNDER

THE CONTRACTOR SHALL COORDINATE WITH SECURITY OFFICE FOR RELOCATION

"R3"

"R4"

RELOCATED CONCRETE POLE "R4" WITH NECESSARY ACCESSORIES

"R2"

FIBER OPTIC CABLE)

(CABLES: OVERHEAD WATER WELL POWER CABLE AND

3W-#8 AWG "WP" WIRE FOR LIGHTING POWER

WIRE, 4W-#6 AWG "WP" FOR ELECTRICAL POWER AND

RELOCATE EXISTING 4SET OF CABLES WITH MESSENGER

WIRE

REPLACE EXISTING 1SET OF COAXIAL CABLE WITH MESSENGER

OPTIC CABLE)

(CABLES: OVERHEAD WATER WELL POWER CABLE, AND FIBER

RELOCATE EXISTING 4SET OF CABLES WITH MESSENGER WIRE

WITH MESSENGER WIRE

REPLACE EXISTING 1SET OF COAXIAL CABLE

POWER CABLE.

THE CONTRACTOR SHALL COORDINATE WITH DPW FOR RELOCATING WATER PLANT

OF WIRES AND CABLES.

AND FIBER OPTIC CABLES AS REQUIRED DURING RELOCATION WORK

THE CONTRACTOR SHALL SPLICE AND EXTEND ELECTRICAL WIRES/ CABLES

TO PREVENT ELECTRICAL DAMAGE OF CATV SYSTEM OF CAMP WALKER.

- ESPECIALLY COAXIAL CABLE WORK SHALL BE DONE UNDER SUPERVISION OF LG-U+

FOR RELOCATING FIBER OPTIC CABLES AND REPLACEMENT OF COAXIAL CABLE.

THE CONTRACTOR SHALL COORDINATE WITH INTERNET SERVICE PROVIDER(LG-U+)

GOING ABOVE NEW DOOR

2. RELOCATE 3EA IDS AND POWER WRING TO BE

- 1EA-22MM RMC WITH WIRES FOR POWER

- 2EA-28MM RMC WITH WIRES FOR IDS SYSTEM

THROUGH MID OF WALL

1. EXISTING CONDITION: 3EA OF WIRING IS INSTALLED

IN BLDG 386

ELECTRICAL POWER WIRING TO AVOID NEW DOOR

RELOCATE 2EA OF EXISTING IDS WIRING AND 1EA OF

REPLACE EXISTING 2SET OF COAXIAL CABLE WITH MESSENGER WIRE

AND FIBER OPTIC CABLE WITH MESSENGER WIRE

POWER AND 4SET OF OVERHEAD WATER WELL POWER CABLE

RELOCATE AND EXTEND 3W-#8 AWG "WP" WIRE FOR LIGHTING

NEW 2W-#8 AWG "WP" WIRE FOR LIGHTING POWER

CABLE WITH MESSENGER WIRE

EXISTING 1SET OF OVERHEAD COAXIAL

"P2"

RELOCATE AND EXTEND EXISTING 4W-#6 AWG "WP" WIRE FOR ELECTRICAL POWER

RELOCATED CONCRETE POLE "R3"

"P3"

OUTDOOR CATV AMPLIFIRE IS NOT INDICATED IN THIS DRAWING)

DISTANCE BETWEEN POLE "P2" AND OUTDOOR AMPLIFIER IS APPROXIMATED 40M,

(2SET OF COAXIAL CABLE FROM OUTDOOR CATV AMPLIFIER TO POLE "P2". THE

REPLACE EXISTING 2SET OF 12C-HFBT COAXIAL CABLE WITH MESSENGER WIRE

AND WILL BE CONNECTED TO EXISTING CP OSCAR DROP CABLE

DIVIDED 2SET OF CABLE WLL BE CONNECTED EXISTING COAXIAL CABLE ON POLE "P1"

- 1SET OF COAXIAL CABLE WILL BE DIVIDED 2SET OF COAXIAL CABLE ON POLE "R2"

- 1SET OF COAXIAL CABLE WILL BE CONNECTED ON EXISTING POLE "P3"

RELOCATED COAXIAL CABLE TAP/SPLICE CAN AND FIBER OPTIC SPLICE CAN FROM EXISTING POLE "P1"

- LIGHTING POWER PANEL FROM REMOVED POLE "R3"

RELOCATE LIGHTING POWER PANEL AND NECESSARY ACCESSORIES

RELOCATED CONCRETE POLE "R2" WITH NEW 150W LED LIGHTING FIXTURE,

REPLACE EXISTING 2SET OF COAXIAL CABLE WITH MESSENGER WIRE

WITH MESSENGER WIRE

RELOCATE AND EXTEND EXISTING 4SET OF POWER CABLE AND FIBER OPTIC CABLE

TO EXISTING COAXIAL CABLE

CONNECT OVERHEAD NEW COAXIAL CABLE

EXISTING CONCTRETE POLE "P1"

THROUGH COR.

ASSOCIATED UNIT (DPW, INTERNET SERVICE PROVIDER (LG-U+) AND SECURITY OFFICE)

THE CONTRACTOR SHALL CONDUCT CABLE/SIGNAL TEST AND CONFIRMED FROM

6.

RELOCATION AND REPLACEMENT WORK OF WIRES, CABLES AND POLES.

AND TV SERVICE BY USING TEMPORARY INSTALLATION OR RELOCATION WORK DURING

THE CONTRACTOR SHALL EFFORT TO CONDUCT WORK WITHOUT OUTAGE OF NETWORK

AND ACCESSORIES FOR NEW FENCE

INCLUDING POWER/CONTROL BOX, WIRES

RELOCATE EXISTING CONCRETE POLE

CONTROL BOX INCLUDING WIRING (CIVIL ITEM)

RELOCATE EXISTING RAIN BIRD SPRINKLER

CONTROL BOX

BOX TO RAIN BIRD SPRINKLER

RECONNECT EXISTING POWER PANEL

AND ACCESSORIES FOR NEW FENCE

INCLUDING POWER/CONTROL BOX, WIRES

RELOCATE EXISTING CONCRETE POLE

1.

2.

3.

4.

5.

29 MAR 19