H03_Drawing.4.pdf

CURB WILL BE PAINTED WITH RED COLOR.

FIRE LANE MARKS ON THE PAVEMENT ARE YELLOW AND THE

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

PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTES:

1.

2.

PARKING SYMBOL

WHITE HANDICAPPED

255 460 200

1, 1,600

1,400

1, 1, WHITE BORDER

PARKING SYMBOL

WHITE HANDICAPPED

BACKGROUND

BLUE H/C

LC LC LC

SEE DETAIL

MARKING

PAVEMENT

ACCESS AISLE

SURFACE

UNPAINTED

(TYP.) (TYP.)

REFLECTIVE PAINT

150MM WHITE

A

PAINT STRIPES (TYP.)

WHITE REFLECTIVE

CONCRETE CURB

1,600

,6

,3

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

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

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

KU, HUN MO

CHI, K. K.

CAMP WALKER

PLAN (TYP)

B

MARKING DETAIL

B

A

PAVEMENT MARKING

STOPS DETAILS

HANDICAPPED PARKING AND CAR WHEEL

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

UNPAINTED PAVEMENT

HANDICAPPED ACCESS AISLE

PAVEMENT STRIPES FOR

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

FOR NO PARKING

PAVEMENT STRIPES

NOT TO SCALE

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

NOT TO SCALE

CAR WHEEL STOPS

3 4

J1-00523-5J

27 JUN 19

C-1515 28

3,360 1,530

,6

T Y

P

BLACK SYNTHETIC TYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

MIN

SYNTHETIC TYPE

AND S-246 TO TENNIS COURT

CONVERT BLDG. NO. S-244

D - 19 - 11

NOT TO SCALE

MARKING DETAILS

3,000 (TYP.)

STOP LINE (WHITE)

CENTER SOLID LINE (YELLOW)

NOT TO SCALE

DIRECTIONAL ARROWS

(12")

,8

(9 .5 ft

1, (4 .5 ft

1, (5 .0 ft

(4 .0 ft

1, (3 .0 ft

,4

(8 .0 ft

(12")

1, (5 .0 ft

(3 .0 ft

R 1,0

R

2,438 (8.0 ft)

(1

2,896 (9.5 ft)

(1

NOT TO SCALE

CROSSWALK AND STOP LINE

1,800 MIN.

AS REQUIRED

600 600

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

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

KU, HUN MO

CHI, K. K.

CAMP WALKER

TURN LANE- USE ARROW

THROUGH LANE- USE ARROW

W/ WHITE LETTERS

RED BACKGROUND

WHITE BORDER

STOP

600 TYP.

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

SIGN BOARD

SUPPLEMENTAL

(D50MM)

POST,UNPAINTED

GALVANIZED STEEL

250 MIN.

(CAST-IN-PLACE)

CONCRETE FOOTING1,

,1

NOT TO SCALE

163 4

3 4

163 4

3 4

27 JUN 19

J1-00523-5J D - 19 - 11

16 28 C-16

PAVEMENT MARKING AND SIGNS DETAILS

SIGN AND POST DETAIL

AND S-246 TO TENNIS COURT

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OF

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

PAINTED DARK BROWN #30099

INDICATOR POST

OPEN

CONCRETE BASE

VALVE

COUPLING

POST INDICATOR VALVE

CAP

SUPPLY LINE

FIRE WATER

S E E

P

R O

F

IL

E

V A

R

IE

S

IN

1, A

X

HANDLE

PADLOCK

CONCRETE COLLAR

375mm SQUARE

FNSH GRADE LINE

SLEEVE

EXTENSION ROD

GATE VALVE AND VALVE BOX

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.

1 MISCELLANEOUS PIPE INSTALLATION DETAILS

J1-00523-5J

CHI, K. K.

150150

150150

UTILITY BOX PER MANUFACTURES STANDARD

PROVIDE NOMINAL 150mm DIA. ROUND

NOTE:

TRAFFIC INSTALLATION

A B

PLAN - VALVE BOX

KU, HUN MO

27 JUN 19

CAMP WALKER

D - 19 - 11

17 28 C-17

AND POST INDICATOR VALVE

WATER DISTRIBUTION GATE VALVE,

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

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 #2

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

L

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

PIPE #2

PIPE #1

PIPE #4

PIPE #3

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

SEE TABLE

PIPE #2

OFFSET DISTANCE

FLEXIBLE PIPE

.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

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

PIPE

COUPLING

PIPE TRENCH WALL

THRUST BLOCK

B

C

B C

SEE DIMESION PIPE

HORIZONTAL DEFLECTION ANGLE PIPE #3 & #4

ANGLE

DEFLECTION

SHEET OF

WATER SUPPLY DISTRIBUTION-THRUST BLOCK

B C

D

1 THRUST BLOCK

CHI, K. K.

J1-00523-5J

A

BEND 11 1/4 TO 90

M

IN

1 2 3 4ANGLE

PIPE BEND AT PIPE DEFLECTION 5 TEE 6

HORIZONTAL PIPE DEFLECTION

KU, HUN MO

27 JUN 19

CAMP WALKER

D - 19 - 11

C-18

DIMENSION TABLE FOR THRUST BLOCK - (I)

PIPE DEFLECTION

AND S-246 TO TENNIS COURT

18 28

D

IA

BOTTOM

D16 BARS TOP AND

ONLY

D16 BARS BOTTOM

TOP AND BOTTOM

D13 BARS-EDGES,

M

IN

@ 125 O.C. E.W.

D13 BARS

FOR MANHOLE W/LADDER.

USE 775mm MIN. MANHOLE OPENING

NOTE:

REVIEWED BY

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:

C

TOP SLAB REINFORCING

CAMP WALKER

CONCRETE DRAIN MANHOLE AND INLET

CHI, K. K.

KU, HUN MO

V A

R

IE

S

EXST. REINFORCING

T O

R E

M A

IN

E X S T P

O R

T

IO

N

D13 BARS @ 200 O.C.

FIN. GRADE

TOP OF PAVED

TO POURING CONCRETE

APPLY EPOXY PRIOR

ROUGHEN, CLEAN &

CONC. COLLAR

A D J U

S T

L A

P D13 BARS @ 200 O.C.

1,200 TYP. 200 TYP.

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

44 100

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

D

IA

O U T

LE

T

P

IP

E

D

SECTION

200200

5%

D

5%

UNIFORMLY SPACED

D13 BARS BOTHWAYS

M

IN

D13 LOOP

AND COVER

C.I. MANHOLE FRAME

RING 700 DIA.

S

E E P

L A

N V

A R

IE

S

LADDER

1,200 MIN

B

SECTION

CONCRETE RING

40 CLEAR

FNSH GRADE UNPAVED

BARS FOR D>600

PROVIDE 8-D16 DIAGONAL

BARS FOR D=600

PROVIDE 4-D16 DIAGONAL

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

D13 BARS @ 300 O.C.

EXCEED 1.2M IN DEPTH

LADDER TO BE PROVIDED FOR

1,200

OUTLET PIPE

INLET PIPE

B

M

IN

D

IA

,2

200 200

,2

A

PLAN

600 44 100100 44

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

SEE DETAIL C

D13 @ 225 O.C. E.W.

600 4410010044

6 6

M

IN

D13 BAR @ 225mm O.C.

SLOPE

FOR SLOPE

OF PRINCIPAL INFLOWS

DRAIN PIPE

SLOPE 5% MIN

150 600 150

D

PVC PIPE, D=300

B

SECTION

C.I. MANHOLE COVER

FINISHED GRADE

DUST, & RUST (TYP.)

REMOVE ALL CONCRETE

CLEAN EXISTING REBAR TO

3 19

5 NOT TO SCALE

CONCRETE (DRAIN) SURFACE INLET

3 19

5 NOT TO SCALE

CONCRETE (DRAIN) MANHOLE

3 NOT TO SCALE

ADJUST EXISTING MANHOLE TOP

27 JUN 19

J1-00523-5J D - 19 - 11

C-1919 28