standard drawing cover - banyule council · edge strip 150 to 300 300 50 r10 transition 25r 225r...

Kerb Profiles

This page was intentionally left blank

2

2

5

R

150

150

150

300

125

275

150

175

150

40

150

300

250

85

150

250

140

140

150

300

250

140

125

275

150

125

250

250

275

LINE OF KERB LINE OF KERB

40 110

40

25x25mm

CHAMFER

300

25x25mm

CHAMFER

40 110 300

LINE OF KERB

40 110

190

10

25x25mm

CHAMFER

110

LINE OF KERB

200 450

B1

300

4025x25mm

CHAMFER

190

LINE OF KERB

110

25x25mm

CHAMFER

B2

LINE OF KERB

250 50

10

450

B3

300

25x25mm

CHAMFER

190

LINE OF KERB

110

300

SM1

LINE OF KERB

SM2

600

SM2-M (MODIFIED)

600

LINE OF KERB

50

25

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC

REQUIREMENTS.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FOR

THE RECOMMENDED USE OF KERBS AND CHANNELS.

3. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE

COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS

STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USED IN

EXTRUSION MACHINES.

4. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTOR

UNLESS OTHERWISE DIRECTED. ( REFER R 165 )

5. INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):

a) 80mm FOR COMMERCIAL PROPERTIES

b) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TO HAVE

40mm COVER)

6. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.

7. CONCRETE SPONGE FINISHED ON LAYBACK.

8. CONSTRUCTION JOINTS LOCATED:

- 2500mm MAXIMUM SPACING

- 75mm MINIMUM DEPTH

9. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.

10. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.

11. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.

12. LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.

LINE OF KERB

300

SHARP

2

5

R

2

5

R

300

2

5

R

2

5

R

M1

2

5

R

600

M2

2

5

R

R

1

5

R

1

5

R

1

5

R

1

5

R

1

5

R

1

5

R

1

5

600

M3

40

300

25x25mm

CHAMFER

SM3

600

LINE OF KERB

300

SHARP

TRANSITION

50

10

25x25mm

CHAMFER

EDGE STRIP

150 TO 300

300

50

R

1

0

TRANSITION

2

5

R

2

2

5

R

2

2

5

R

25x25mm

CHAMFER (TYP.)

7

5

R

2

2

5

R

7

5

R

7

5

R

ALL MEASUREMENTS IN MILLIMETRES

TYPICAL KERB PROFILES 'B',

'SM' & 'M' TYPE

LAST UPDATED JULY 2019

R 150

NOT TO SCALE

Banyule's Standard Drawings

A copy can be found on Banyule's website

www.banyule.vic.gov.au

Approved by:

James Kelly

Manager Delivery & Assets

NOTES:

REFER TO THE NOTES ON THE DRAWING

230

230

150

380

230

280

220

150

380

220

280

150

380

230

280

255

90

320

330

LINE OF KERB LINE OF KERB

40 110

40

25x25mm

CHAMFER

300

25x25mm

CHAMFER

40 110 300

LINE OF KERB

40 110

25

10

25x25mm

CHAMFER

LINE OF KERBLINE OF KERB

50

50

300

50

200

B1 (INDUSTRIAL)

300

4025x25mm

CHAMFER

LINE OF KERB

300

SHARP

TRANSITION

50

10

25x25mm

CHAMFER

450

B2 (INDUSTRIAL)

300

450

B3 (INDUSTRIAL)

LINE OF KERB

300

SHARP

TRANSITION

REFER PLANS

FOR PAVEMENT

LEVELS

50

75

600

N12 BARS @ 150mm

CENTRES OR EQUIVALENT

M2 (INDUSTRIAL)

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC

REQUIREMENTS.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN

FOR THE RECOMMENDED USE OF KERBS AND CHANNELS.

3. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE

COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS

STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USED

IN EXTRUSION MACHINES.


UNLESS OTHERWISE DIRECTED. ( REFER R 165)

5. INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):


b) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TO

HAVE 40mm COVER)

75mm MIN COMPACTED DEPTH

"CLASS 3" (MIN) FCR BEDDING

75

50

50

300

'B' KERB

(INDUSTRIAL)

BEYOND

40

75

600

50

N12 BARS @ 150mm


M3 (INDUSTRIAL)

APPROVED

SUBGRADE

1200 150

N12 BARS @ 150mm CENTRES

OR EQUIVALENT FOR FULL

LENGTH OF LAYBACK

TYPICAL INDUSTRIAL KERB LAYBACK

75

10

25x25mm

CHAMFER

15x15mm

CHAMFER

150

N12 BARS @ 150mm


EDGE STRIP (INDUSTRIAL)

LINE OF KERB

ALL SET OUT TAKEN TO BACK OF

KERB UNLESS OTHERWISE SPECIFIED

750

75

300

N12 BARS @ 150mm


M1 (INDUSTRIAL)

75

50

R

1

0

2

5

R

2

5

R

2

5

R

2

5

R

2

5

R

2

5

R

R

1

5

R

1

5

R

1

5

25X25mm

CHAMFER

(TYP.)

6. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.

7. CONCRETE SPONGE FINISHED ON LAYBACK.

8. CONSTRUCTION JOINTS LOCATED:

- 2500mm MAXIMUM SPACING


9. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.

10. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.

11. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.

12. LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.

NOTES (CONT.):


TYPICAL INDUSTRIAL KERB

PROFILES 'B' & 'M' TYPE


R 155

NOT TO SCALE




Approved by:

James Kelly


NOTE:

REFER TO THE NOTES ON THE DRAWING

600 OPEN INVERT CHANNEL

450 OPEN INVERT CHANNEL

NOTES:

1. CONCRETE STRENGTH TO BE 25 MPa

2. ALL DIMENSIONS ARE IN MILLIMETRES

3. AREA SHOWN HATCHED IS TO BE CUT BY TEMPLATE FOR ALL CONSTRUCTION JOINTS

4. CONSTRUCTION JOINTS TO BE NOT GREATER THAN 3m APART AND ARE TO BE AT

REGULAR INTERVALS

5. ALL OPEN INVERT CHANNELS SHALL BE LAID ON A LAYER OF 50mm COMPACTED DEPTH OF

20mm CLASS 2 FINE CRUSHED ROCK

600

25

20

0

300

80

80

80

50

75 300 75

10

07

5

450

10R

OPEN INVERT CHANNEL


R 160

NOT TO SCALE




Approved by:

James Kelly




"CLASS 3" (MIN) FCR BEDDING OR

EXTENSION OF ROAD PAVEMENT

LAYERS, WHICH EVER IS GREATER

150

KERB BEDDING TO

EXTEND PAST B.O.K.

TYPICAL KERB BEDDING

APPROVED

SUBGRADE

LINE OF KERB

ALL SET OUT TAKEN BACK OF

KERB UNLESS OTHERWISE

SPECIFIED

NOTES:


UNLESS OTHERWISE DIRECTED


TYPICAL KERB BEDDING


R 165

NOT TO SCALE




Approved by:

James Kelly


2

5

R

15

0

40

1200 150

INDUSTRIAL AREAS REQUIRE

3XN12 BARS @ 150mm CENTRES

OR EQUIVALENT FOR FULL

LENGTH OF LAYBACK

APPROVED

SUBGRADE

REFER PLANS

FOR PAVEMENT

LEVELS

29

0

90

10

15x15mm

CHAMFER

750

1

0

R

150300

LINE OF KERB

ALL SET OUT TAKEN TO BACK OF

KERB UNLESS OTHERWISE

SPECIFIED

EXISTING

ROAD SURFACE

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC REQUIREMENTS

2. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTOR UNLESS

OTHERWISE DIRECTED

3. INCREASE DEPTH OF CONCRETE


b) 80mm WITH SL72 MESH FOR INDUSTRIAL PROPERTIES (MESH TO HAVE 40mm COVER)

4. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB

5. CONCRETE SPONGE FINISHED ON LAYBACK

6. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING


7. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS

8. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB


"CLASS 3" (MIN) FCR BEDDING

TYPICAL SECTION

10R


LAYBACK FOR 'B2' & 'B3'

KERBING

R 170

NOT TO SCALE




Approved by:

James Kelly



EXISTING

PAVEMENT


"CLASS 3" (MIN) FCR BEDDING OR

EXTENSION OF ROAD PAVEMENT

LAYERS, WHICH EVER IS GREATER

EXISTING SUBGRADE

600 MIN 300 MIN

NEW PAVEMENT COMPRISING OF:

CLASS 2 FCR COMPACTED TO MIN 98%,

DEPTH TO BE MIN 250mm OR MATCH

TO EXISTING PAVEMENT

30mm COMPACTED DEPTH TYPE N

10mm NOM. SIZE ASPHALT U.N.O.

NEW KERB PROFILE

MATCH EXISTING

INVERTS.

LINE OF KERB

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS

2. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTACTOR UNLESS

OTHERWISE DIRECTED

3. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB

4. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING


5. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS

6. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.

MINIMUM SEAL OVERLAP

SA

WC

UT

LIN

E

KE

Y F

OR

A

SP

HA

LT

TYPICAL SECTION



R 175

NOT TO SCALE




Approved by:

James Kelly


KERB AND CHANNEL INSTALLATION

ABUTTING EXISTING PAVEMENT

NOTES:

THREE PITCHER KERB

20

200

CONSTANT

150

NATURE STRIP

200

50

75

125

25

50

20 MPa CONCRETE BEDDING

ROAD PAVEMENT

20

BOXING LEVEL

150

BOXING LEVEL


ROAD PAVEMENT

TWO PITCHER KERB

NATURE STRIP

20

2005

0

25

150

200

50

125

75

150


200

NATURE STRIP

ONE PITCHER KERB

50

2

0

0

50

125

75

25

150

BOXING LEVEL

ROAD PAVEMENT

1

5

0

CONSTANT

PITCHER EDGE STRIP

NATURE STRIP

150

ROAD PAVEMENT


200

50

50

100

CONSTANT

1. PITCHER SIZES QUOTED ARE AN AVERAGE SIZE ONLY.

2. ALL GROUTED JOINTS TO BE AVERAGE 20mm WIDE BY DEPTH OF PITCHER FLUSH FINISH ONLY.

MORTAR TO BE CHARCOAL COLOURED.

3. PITCHERS TO BE BROOMED AFTER GROUTING HAS BEEN PLACED TO REMOVE EXCESS GROUTING.

4. WHEN RECONSTRUCTING EXISTING THE NUMBER OF PAVERS IS TO MATCH ORIGINAL DETAIL

5. WHEN INSTALLING NEW PAVERS THE PATTERN IS TO BE CONSISTENT WITH SURROUNDING AREA OR AS

DIRECTED BY THE ENGINEER.

PITCHER KERB


R 180

NOT TO SCALE




Approved by:

James Kelly



200

20

SECTION A-A TWO PITCHER CHANNEL

50

50

ROAD PAVEMENT


BOXING LEVEL

150

20

TWO KERB PITCHERS & ONE

LAYBACK PITCHER CUT TO FIT

CONCRETE VEHICLE CROSSING

CHANNEL INVERT

C

O

N

C

R

E

T

E

V

E

H

IC

L

E

C

R

O

S

S

IN

G

LAYBACK PITCHER SET TO

GRADE OF VEHICLE CROSSING

KERB TRANSITION

NOTES:

1. PITCHER SIZES SHOWN ARE AVERAGE SIZES ONLY. USE PITCHERS OF BEST FIT

2. ALL GROUTED JOINTS TO BE AVERAGE 20mm WIDE BY DEPTH OF PITCHER, FLUSH FINISH

ONLY. MORTAR TO BE CHARCOAL COLOURED.

3. PITCHERS TO BE BROOMED AFTER GROUTING HAS BEEN PLACED, TO REMOVE EXCESS

GROUTING.

4. FOR REVERSE FALL CROSSINGS INVERT TO TOP OF LAY BACK DIMENSION 100mm.

TWO PITCHER TRAY KERB &

CHANNEL AT CROSSING


R 185

NOT TO SCALE




Approved by:

James Kelly



AutoCAD SHX Text

A

AutoCAD SHX Text

A

NOTES:

ALL KERB ADAPTORS ARE TO BE AN APPROVED

PROPRIETARY PRODUCT CONSTRUCTED FROM HEAVY

DUTY HOT DIPPED GALVANIZED MILD STEEL. KERB

IS TO BE NEATLY SAW CUT & KERB ADAPTOR EPOXIED

INTO POSITION. B2 KERB ADAPTOR NOW AVAILABLE IN

GALVANIZED STEEL.

B2 KERB ADAPTOR

B2 KERB WITH HEAVY

DUTY KERB ADAPTOR

SECTIONAL VIEW

SM2 KERB WITH HEAVY DUTY

KERB ADAPTOR

SECTIONAL VIEW

SM2 KERB ADAPTOR

INSERT 100mm DIA

KERB ADAPTOR

SM2 KERB ADAPTOR

EXISTING SM2 KERB

PROFILE

EXISTING B2 KERB

PROFILE

B2 KERB ADAPTOR

INSERT 100mm DIA

KERB ADAPTOR


HEAVY DUTY KERB ADAPTORS FOR

'B2' AND 'SM2' KERBS


R 190

NOT TO SCALE




Approved by:

James Kelly


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standard drawing cover - banyule council · edge strip 150 to 300 300 50 r10 transition 25r 225r...

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