standard drawing 2001e barrier semi mountable mountable kerb

B1 B2 B3 M1 M4 M2 M3 M6 M5 BARRIER KERBS MOUNTABLE KERBS SM1 SEMI-MOUNTABLE KERBS SM2 SM3 MI N 300 40 9 MI N MI N MI N MI N 9 300 300 300 300 9 MI N 300 190 110 MI N 300 190 110 9 MI N L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB L I N E O F K E RB 40 125 150 50 50 300 40 40 L I N E O F K E RB 150 40 40 110 110 190 125 150 50 150 MI N MI N MI N 110 110 150 150 40 300 300 100 40 150 100 MI N 150 125 0 100 200 450 150 150 R15 R25 R25 R15 R25 R25 450 600 R75 R225 R15 600 R15 150 R15 R10 R10 600 600 R10 R10 R15 100 150 40 600 300 300 R15 600 R75 R225 R15 200 150 150 R25 R25 R15 R15 300 300 R15 150 40 300 R10 R25 R225 VR SPECIFICATION 703 GENERAL CONCRETE PAVING AS 3600 CONCRETE STRUCTURES MANUALLY OR MACHINE PLACED AS 2876 CONCRETE KERBS AND CHANNELS (GUTTERS) AS 1379 SPECIFICATION AND SUPPLY OF CONCRETE KERBS SD2001 BARRIER, SEMI-MOUNTABLE AND MOUNTABLE R15 6. REFER TO RDN 03-01 THE USE OF HIGH PROFILE BARRIER KERB (HPBK) 5. REFER TO AGRD PART 3 SECTION 4.6.4 AND VRS SECTION 4.6.4 FOR THE RECOMMENDED USE OF KERBS AND CHANNELS 4. TRANSITIONS BETWEEN KERB TYPES SHOULD BE DEVELOPED OVER ONE METRE (MIN) 3. CONCRETE SHALL BE NORMAL - CLASS N25 STANDARD STRENGTH GRADE COMPLYING WITH THE REQUIREMENTS OF AS 1379 2. CHAMFERS ARE 15x15 UNLESS SHOWN OTHERWISE 1. ALL DIMENSIONS ARE IN MILLIMETRES DANIEL CASSAR (PRDE) 13-8-12 E E DC 08/12 GENERAL DETAIL & NOTES SD2001 VI CR OADS DR AWI NG NO 720251 ISSUE CONSULTING TECHNICAL APPROVED AMENDMENT STANDARD DRAWING REFERENCES AND NOTES: ISSUE DATE APP’D FAX (03) 9811 8329 PHONE (03) 9811 8355 VICTORIA 3124 CAMBERWELL 3 PROSPECT HILL ROAD SD NO.

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B1

B2

B3

M1 M4

M2

M3 M6

M5

BARRIER KERBS MOUNTABLE KERBS

SM1

SEMI-MOUNTABLE KERBS

SM2

SM3

MIN

300

40

9

MIN

MIN

MIN

MIN

9

300 300

300 300

9

MIN

300190110

MIN

300190110

9

MIN

LIN

E

OF

KER

BLIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

B

LIN

E

OF

KER

BLIN

E

OF

KER

B

LIN

E

OF

KER

B

40

125

150

50

50

300

40

40

LIN

E

OF

KER

B

150

40

40110

110 190

125

150

50

150

MIN

MIN

MIN

110

110

150

150

40

300 300

100

40

150

100

MIN

150

125

0 100 200

450

150

150

R15

R25

R25

R15

R25

R25

450 600

R75

R225

R15

600

R15

150

R15

R10 R10

600

600

R10R10

R15

100

150

40

600

300300

R15

600

R75

R225

R15

200

150

150

R25

R25

R15

R15

300 300

R15

150

40

300

R10R25

R225

VR SPECIFICATION 703 GENERAL CONCRETE PAVING

AS 3600 CONCRETE STRUCTURES

MANUALLY OR MACHINE PLACED

AS 2876 CONCRETE KERBS AND CHANNELS (GUTTERS)AS 1379 SPECIFICATION AND SUPPLY OF CONCRETE KERBS SD2001

BARRIER, SEMI-MOUNTABLE AND MOUNTABLE

R15

6. REFER TO RDN 03-01 THE USE OF HIGH PROFILE BARRIER KERB (HPBK)5. REFER TO AGRD PART 3 SECTION 4.6.4 AND VRS SECTION 4.6.4 FOR THE RECOMMENDED USE OF KERBS AND CHANNELS4. TRANSITIONS BETWEEN KERB TYPES SHOULD BE DEVELOPED OVER ONE METRE (MIN)3. CONCRETE SHALL BE NORMAL - CLASS N25 STANDARD STRENGTH GRADE COMPLYING WITH THE REQUIREMENTS OF AS 13792. CHAMFERS ARE 15x15 UNLESS SHOWN OTHERWISE1. ALL DIMENSIONS ARE IN MILLIMETRES

DANIEL CASSAR (PRDE) 13-8-12 E

E DC 08/12 GENERAL DETAIL & NOTES

SD2001VICR

OA

DS

DR

AWIN

G

NO 720251

ISSUE

CONSULTING

TECHNICAL

APPROVED

AMENDMENT

STANDARD DRAWING

REFERENCES AND NOTES:

ISSUE DATEAPPD

FAX (03) 9811 8329PHONE (03) 9811 8355

VICTORIA 3124

CAMBERWELL

3 PROSPECT HILL ROAD

SD NO.