1GENERAL NOTES

SLAB PLAN AND DETAILS

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ED 1 REV 0

BICYCLE PATH DESIGN - 2.5 m WIDE

ENSURE REINFORCING STEEL IS PLACED TO PROVIDE 30 mm MINIMUM COVER BELOW THE SAWCUT.

DEBOND TYPE B7 JOINTS TO PREVENT CHEMICAL BONDING.

COMPACTED IN ACCORDANCE WITH RMS R173. MOISTEN THE SUBBASE WITH WATER BEFORE PLACING THE CONCRETE.

SUBBASE MUST BE 150 mm THICK TRAFFIC CATEGORY D MATERIAL IN ACCORDANCE WITH RMS SPECIFICATION 3051,

MATERIALS.

SELF-EXPANDING CORK SEALANTS MUST FILL THE FULL JOINT CAVITY TO PREVENT THE INGRESS OF INCOMPRESSIBLE

WITH A MINIMUM COMPRESSIVE STRENGTH OF 32.0 MPa.

COMPLY WITH RMS SPECIFICATIONS R53 AND R173. CONCRETE MUST BE IN ACCORDANCE WITH RMS R53 BUT

PAVING MAY BE TERMINATED AT A TYPE B15 JOINT.(II)OF A B17 JOINT. THEY MUST NOT BE USED IN LIEU OF A B15 JOINT.

TYPE B7 JOINTS MAY BE USED. THEY MUST BE LOCATED EITHER MIDWAY BETWEEN B17 JOINTS OR IN LIEU(I)THE OPTIONS FOR END-OF-DAY CONSTRUCTION JOINTS ARE AS FOLLOWS:

POWER POLES, KERBS.

PLACE A FULL-DEPTH TYPE B15 JOINT AROUND ALL ABUTTING STRUCTURES SUCH AS PITS, UTILITY SERVICES,

BY FULL-DEPTH SAWCUT.

TYPE B15 JOINTS CAN BE CONSTRUCTED AS FORMED JOINTS (BY CHEQUERBOARD PAVING SEQUENCE) ORFLEXIBLE PAVEMENTS AND STRUCTURES, AND AT INTERMEDIATE CENTRES OF 18.0 m.

TYPE B15 ISOLATION JOINTS MUST BE PROVIDED AT THE FIRST JOINT AWAY FROM JUNCTIONS WITH

TRANSVERSE JOINTS MUST BE ALIGNED SQUARE TO THE LONGITUDINAL EDGE, WITH A TOLERANCE OF 6.TOLERANCES ARE MARKED OTHERWISE.

SLAB LENGTHS MAY BE VARIED BY 5% AS REQUIRED TO SUIT LOCAL CONDITIONS EXCEPT WHEREPATH WILL BE USED BY OTHER VEHICLES SUCH AS MAINTENANCE TRUCKS.

THE DESIGN INDICATED IS FOR BICYCLE PATH LOADING ONLY. THE DESIGN MUST BE MODIFIED IF THE BICYCLE

G.AYTON G.VOROBIEFF8/07/2013 9/07/2013

8/07/2013

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G:\

Ops\P

ave

ments\J

obs\Rigid Pave

ments\Bic

ycle Paths P1217\1. W

ork\C

AD Dra

win

gs\P

1217

BP2_5

M.dgn

tetlerob

SHEET No

No OF SHEETS

COPYRIGHT ROADS AND MARITIME SERVICESTHIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

3ISSUE

P1217PRINTED DATE

ISSUE DATE AMENDMENT DESCRIPTION AUTHPREP CHCK

REFERENCE No

DS 2012 / 000293TECHNOLOGY SERVICES BRANCH, ASSET MAINTENANCE DIVISIONPREPARED BY: PAVEMENT STRUCTURES SECTION, ENGINEERING

RECOMMENDED FOR APPROVAL APPROVED FOR USE

ENGINEER (RIGID PAVEMENTS)SUPERVISING PAVEMENTSIGNED

AND GEOTECHNICAL ENGINEERPRINCIPAL ROAD PAVEMENT

DATE SIGNED DATE

RIGID PAVEMENTPAVEMENT STANDARD DRAWINGS

MIN

1 300

MIN

1 300

SEE NOTE 4

SEE NOTE 7

NOT TO SCALE

B15 B17 B17 B17B7 B15 B17 B17PAVEMENTFLEXIBLE

B15B17B17

STRUCTUREOR

PAVEMENTCONCRETE

1500 200 1500 200

SEE NOTE 4

B15 B17

TERMINAL SLAB SEE DETAILS

+200

0 C/CTYPE B17 JOINTS AT 3 000

+500

0 C/CTYPE B15 JOINTS AT 18 000

B17

3 500 +200

0 C/CTYPE B17 JOINTS AT 3 000

+500

0 C/CTYPE B15 JOINTS AT 18 000

3 500

2 500

TERMINAL SLAB SEE DETAILS

B17

1

-

2

-

BICYCLE PATH TYPICAL PLAN LAYOUT

B17 B17

+200

0 C/CTYPE B17 JOINTS AT 3 000

+500

0 C/CTYPE B15 JOINTS AT 18 000

150

150

150

150

SL82 MESH

TRANSVERSE HINGE / TIED / SAWNB17

A

-

150

B15 ISOLATION JOINT

2 500

CONCRETE SLAB

GRAVEL SUBBASE

LAPPED SPLICE FOR MESHNOT TO SCALE

OVERLAP AT LEAST 2 TRANSVERSE BARS

SL82 MESH

B7 TRANSVERSE CONSTRUCTION / FORMED / TIED

300

150

150

120

500150500

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SL82 MESH

COVER

50 MIN

BAR SHAPE G3

4 N16

TERMINAL SLAB C

AT START AND END OF DAILY PAVING OPERATIONS. SEE NOTE 7

SEE NOTE 12

30 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

G3-N12-@-400 C/C

SL82 MESHSL82 MESH

PAVEMENT OR STRUCTURE

EXISTING CONCRETE

COVER TYP

80 20

COVER

50 MIN

COVER

80 20

COVER

80 20

COVER

50 MIN

COVER

50 MIN

BICYCLE PATH TYPICAL CROSS SECTION

SECTIONNOT TO SCALE

-

2SECTIONNOT TO SCALE

-

1

TYPICAL TERMINAL SLAB

GRAVEL SUBBASE

DEBONDING IS REQUIRED SEE NOTE 11BUTT JOINT SCABBLING NOT REQUIRED.

SL82 MESH

B

-

NOMINAL, TYPICAL

CHAMFER 50 50

MUST BE LAPPED

G3 STIRRUPS AND MESH

SAWCUT

3 1

3 3

40

05+

20 05+

3 3

B-

DETAILNOT TO SCALE

A-

DETAILNOT TO SCALE

SELF-EXPANDING CORK

SELF-EXPANDING CORK

2GENERAL NOTES

SLAB PLAN AND DETAILS

BICYCLE PATH DESIGN - 3 m WIDE

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ENSURE REINFORCING STEEL IS PLACED TO PROVIDE 30 mm MINIMUM COVER BELOW THE SAWCUT.

DEBOND TYPE B7 JOINTS TO PREVENT CHEMICAL BONDING.

COMPACTED IN ACCORDANCE WITH RMS R173. MOISTEN THE SUBBASE WITH WATER BEFORE PLACING THE CONCRETE.

SUBBASE MUST BE 150 mm THICK TRAFFIC CATEGORY D MATERIAL IN ACCORDANCE WITH RMS SPECIFICATION 3051,

MATERIALS.

SELF-EXPANDING CORK SEALANTS MUST FILL THE FULL JOINT CAVITY TO PREVENT THE INGRESS OF INCOMPRESSIBLE

WITH A MINIMUM COMPRESSIVE STRENGTH OF 32.0 MPa.

COMPLY WITH RMS SPECIFICATIONS R53 AND R173. CONCRETE MUST BE IN ACCORDANCE WITH RMS R53 BUT

PAVING MAY BE TERMINATED AT A TYPE B15 JOINT.(II)OF A B17 JOINT. THEY MUST NOT BE USED IN LIEU OF A B15 JOINT.

TYPE B7 JOINTS MAY BE USED. THEY MUST BE LOCATED EITHER MIDWAY BETWEEN B17 JOINTS OR IN LIEU(I)THE OPTIONS FOR END-OF-DAY CONSTRUCTION JOINTS ARE AS FOLLOWS:

POWER POLES, KERBS.

PLACE A FULL-DEPTH TYPE B15 JOINT AROUND ALL ABUTTING STRUCTURES SUCH AS PITS, UTILITY SERVICES,

BY FULL-DEPTH SAWCUT.

TYPE B15 JOINTS CAN BE CONSTRUCTED AS FORMED JOINTS (BY CHEQUERBOARD PAVING SEQUENCE) ORSHEETS OF 6 m LENGTH MESH, LESS LAPS).FLEXIBLE PAVEMENTS AND STRUCTURES, AND AT INTERMEDIATE CENTRES OF 17.5 m (FOR EXAMPLE, THREETYPE B15 ISOLATION JOINTS MUST BE PROVIDED AT THE FIRST JOINT AWAY FROM JUNCTIONS WITH

TRANSVERSE JOINTS MUST BE ALIGNED SQUARE TO THE LONGITUDINAL EDGE, WITH A TOLERANCE OF 6.TOLERANCES ARE MARKED OTHERWISE.

SLAB LENGTHS MAY BE VARIED BY 5% AS REQUIRED TO SUIT LOCAL CONDITIONS EXCEPT WHEREPATH WILL BE USED BY OTHER VEHICLES SUCH AS MAINTENANCE TRUCKS.

THE DESIGN INDICATED IS FOR BICYCLE PATH LOADING ONLY. THE DESIGN MUST BE MODIFIED IF THE BICYCLE

G.AYTON G.VOROBIEFF2/07/2013 2/07/2013

ED 1 REV 1REV 1 8/07/13 NUMBER OF SHEETS AMENDED BT

2/07/2013GA GV

PenTable :

PlotDriver :

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Path :

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10:3

8:3

9 A

Mat

9/0

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013

on

PA

V_

BL

AC

K_

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EY.tbl

PA

V_P

DF.pltcfg

G:\

Ops\P

ave

ments\J

obs\Rigid Pave

ments\Bic

ycle Paths P1217\1. W

ork\C

AD Dra

win

gs\P

1217

BP3

M.dgn

tetlerob

SHEET No

No OF SHEETS

COPYRIGHT ROADS AND MARITIME SERVICESTHIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

3ISSUE

P1217PRINTED DATE

ISSUE DATE AMENDMENT DESCRIPTION AUTHPREP CHCK

REFERENCE No

DS 2012 / 000293TECHNOLOGY SERVICES BRANCH, ASSET MAINTENANCE DIVISIONPREPARED BY: PAVEMENT STRUCTURES SECTION, ENGINEERING

RECOMMENDED FOR APPROVAL APPROVED FOR USE

ENGINEER (RIGID PAVEMENTS)SUPERVISING PAVEMENTSIGNED

AND GEOTECHNICAL ENGINEERPRINCIPAL ROAD PAVEMENT

DATE SIGNED DATE

RIGID PAVEMENTPAVEMENT STANDARD DRAWINGS

MIN

1 300

MIN

1 300

SEE NOTE 4

SEE NOTE 7

NOT TO SCALE

B15 B17 B17 B17B7 B15 B17 B17PAVEMENTFLEXIBLE

B15B17B17

STRUCTUREOR

PAVEMENTCONCRETE

1500 200 1500 200

SEE NOTE 4

B15 B17

TERMINAL SLAB SEE DETAILS

+200

0 C/CTYPE B17 JOINTS AT 3 500

+500

0 C/CTYPE B15 JOINTS AT 17 500

B17

3 500 +200

0 C/CTYPE B17 JOINTS AT 3 500

+500

0 C/CTYPE B15 JOINTS AT 17 500

3 500+200

0 C/CTYPE B17 JOINTS AT 3 500

+500

0 C/CTYPE B15 JOINTS AT 17 500

3 000

TERMINAL SLAB SEE DETAILS

B17

1

-

2

-

BICYCLE PATH TYPICAL PLAN LAYOUT

150

150

150

150

SL82 MESH

TRANSVERSE HINGE / TIED / SAWNB17

A

-

150

B15 ISOLATION JOINT

3 000

CONCRETE SLAB

GRAVEL SUBBASE

LAPPED SPLICE FOR MESHNOT TO SCALE

OVERLAP AT LEAST 2 TRANSVERSE BARS

SL82 MESH

B7 TRANSVERSE CONSTRUCTION / FORMED / TIED

300

150

150

120

500150500

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SL82 MESH

COVER

50 MIN

BAR SHAPE G3

4 N16

TERMINAL SLAB C

AT START AND END OF DAILY PAVING OPERATIONS. SEE NOTE 7

SEE NOTE 12

30 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

G3-N12-@-400 C/C

SL82 MESHSL82 MESH

PAVEMENT OR STRUCTURE

EXISTING CONCRETE

COVER TYP

80 20

COVER

50 MIN

COVER

80 20

COVER

80 20

COVER

50 MIN

COVER

50 MIN

BICYCLE PATH TYPICAL CROSS SECTION

SECTIONNOT TO SCALE

-

2SECTIONNOT TO SCALE

-

1

TYPICAL TERMINAL SLAB

GRAVEL SUBBASE

DEBONDING IS REQUIRED SEE NOTE 11BUTT JOINT SCABBLING NOT REQUIRED.

SL82 MESH

B

-

NOMINAL, TYPICAL

CHAMFER 50 50

MUST BE LAPPED

G3 STIRRUPS AND MESH

SAWCUT

3 1

3 3

40

05+

20 05+

3 3

B-

DETAILNOT TO SCALE

A-

DETAILNOT TO SCALE

SELF-EXPANDING CORK

SELF-EXPANDING CORK

3GENERAL NOTES

SLAB PLAN AND DETAILS

BICYCLE PATH DESIGN - 4 m WIDE

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ED 1 REV 0

ENSURE REINFORCING STEEL IS PLACED TO PROVIDE 30 mm MINIMUM COVER BELOW THE SAWCUT.

DEBOND TYPE B7 JOINTS TO PREVENT CHEMICAL BONDING.

COMPACTED IN ACCORDANCE WITH RMS R173. MOISTEN THE SUBBASE WITH WATER BEFORE PLACING THE CONCRETE.

SUBBASE MUST BE 150 mm THICK TRAFFIC CATEGORY D MATERIAL IN ACCORDANCE WITH RMS SPECIFICATION 3051,

MATERIALS.

SELF-EXPANDING CORK SEALANTS MUST FILL THE FULL JOINT CAVITY TO PREVENT THE INGRESS OF INCOMPRESSIBLE

WITH A MINIMUM COMPRESSIVE STRENGTH OF 32.0 MPa.

COMPLY WITH RMS SPECIFICATIONS R53 AND R173. CONCRETE MUST BE IN ACCORDANCE WITH RMS R53 BUT

PAVING MAY BE TERMINATED AT A TYPE B15 JOINT.(II)OF A B17 JOINT. THEY MUST NOT BE USED IN LIEU OF A B15 JOINT.

TYPE B7 JOINTS MAY BE USED. THEY MUST BE LOCATED EITHER MIDWAY BETWEEN B17 JOINTS OR IN LIEU(I)THE OPTIONS FOR END-OF-DAY CONSTRUCTION JOINTS ARE AS FOLLOWS:

POWER POLES, KERBS.

PLACE A FULL-DEPTH TYPE B15 JOINT AROUND ALL ABUTTING STRUCTURES SUCH AS PITS, UTILITY SERVICES,

BY FULL-DEPTH SAWCUT.

TYPE B15 JOINTS CAN BE CONSTRUCTED AS FORMED JOINTS (BY CHEQUERBOARD PAVING SEQUENCE) ORFLEXIBLE PAVEMENTS AND STRUCTURES, AND AT INTERMEDIATE CENTRES OF 16.0 m.

TYPE B15 ISOLATION JOINTS MUST BE PROVIDED AT THE FIRST JOINT AWAY FROM JUNCTIONS WITH

TRANSVERSE JOINTS MUST BE ALIGNED SQUARE TO THE LONGITUDINAL EDGE, WITH A TOLERANCE OF 6.TOLERANCES ARE MARKED OTHERWISE.

SLAB LENGTHS MAY BE VARIED BY 5% AS REQUIRED TO SUIT LOCAL CONDITIONS EXCEPT WHEREPATH WILL BE USED BY OTHER VEHICLES SUCH AS MAINTENANCE TRUCKS.

THE DESIGN INDICATED IS FOR BICYCLE PATH LOADING ONLY. THE DESIGN MUST BE MODIFIED IF THE BICYCLE

G.AYTON G.VOROBIEFF8/07/2013 9/07/2013

8/07/2013

PenTable :

PlotDriver :

File

Path :

Printe

d by

10:3

8:4

0 A

Mat

9/0

7/2

013

on

PA

V_

BL

AC

K_

GR

EY.tbl

PA

V_P

DF.pltcfg

G:\

Ops\P

ave

ments\J

obs\Rigid Pave

ments\Bic

ycle Paths P1217\1. W

ork\C

AD Dra

win

gs\P

1217

BP4

M.dgn

tetlerob

SHEET No

No OF SHEETS

COPYRIGHT ROADS AND MARITIME SERVICESTHIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

3ISSUE

P1217PRINTED DATE

ISSUE DATE AMENDMENT DESCRIPTION AUTHPREP CHCK

REFERENCE No

DS 2012 / 000293TECHNOLOGY SERVICES BRANCH, ASSET MAINTENANCE DIVISIONPREPARED BY: PAVEMENT STRUCTURES SECTION, ENGINEERING

RECOMMENDED FOR APPROVAL APPROVED FOR USE

ENGINEER (RIGID PAVEMENTS)SUPERVISING PAVEMENTSIGNED

AND GEOTECHNICAL ENGINEERPRINCIPAL ROAD PAVEMENT

DATE SIGNED DATE

RIGID PAVEMENTPAVEMENT STANDARD DRAWINGS

MIN

1 300

MIN

1 300

SEE NOTE 4

NOT TO SCALE

B15 B17 B17B7 B15 B17 B17 PAVEMENTFLEXIBLE

B15B17

STRUCTUREOR

PAVEMENTCONCRETE

1500 200 1500 200

SEE NOTE 4

B15 B17

+200

0 C/CTYPE B17 JOINTS AT 4 000

+500

0 C/CTYPE B15 JOINTS AT 16 000

B17

3 500 +200

0 C/CTYPE B17 JOINTS AT 4 000

+500

0 C/CTYPE B15 JOINTS AT 16 000

3 500+200

0 C/CTYPE B17 JOINTS AT 4 000

+500

0 C/CTYPE B15 JOINTS AT 16 000

4 000

TERMINAL SLAB SEE DETAILS

B17

1

-

2

-

BICYCLE PATH TYPICAL PLAN LAYOUT

SEE DETAILS

TERMINAL SLAB

SEE NOTE 7

150

150

150

150

SL82 MESH

TRANSVERSE HINGE / TIED / SAWNB17

A

-

150

B15 ISOLATION JOINT

4 000

CONCRETE SLAB

GRAVEL SUBBASE

LAPPED SPLICE FOR MESHNOT TO SCALE

OVERLAP AT LEAST 2 TRANSVERSE BARS

SL82 MESH

B7 TRANSVERSE CONSTRUCTION / FORMED / TIED

300

150

150

120

500150500

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SL82 MESH

COVER

50 MIN

BAR SHAPE G3

4 N16

TERMINAL SLAB C

AT START AND END OF DAILY PAVING OPERATIONS. SEE NOTE 7

SEE NOTE 12

30 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

COVER

50 MIN

G3-N12-@-400 C/C

SL82 MESHSL82 MESH

PAVEMENT OR STRUCTURE

EXISTING CONCRETE

COVER TYP

80 20

COVER

50 MIN

COVER

80 20

COVER

80 20

COVER

50 MIN

COVER

50 MIN

BICYCLE PATH TYPICAL CROSS SECTION

SECTIONNOT TO SCALE

-

2SECTIONNOT TO SCALE

-

1

TYPICAL TERMINAL SLAB

GRAVEL SUBBASE

DEBONDING IS REQUIRED SEE NOTE 11BUTT JOINT SCABBLING NOT REQUIRED.

SL82 MESH

B

-

NOMINAL, TYPICAL

CHAMFER 50 50

MUST BE LAPPED

G3 STIRRUPS AND MESH

SAWCUT

3 1

3 3

40

05+

20 05+

3 3

B-

DETAILNOT TO SCALE

A-

DETAILNOT TO SCALE

SELF-EXPANDING CORK

SELF-EXPANDING CORK

P1217BP2_5MP1217BP3MP1217BP4M