MASS CONCRETE EXISTING STONE KERB R12 NEW STONE R12

4015

0

150

450180/280 CUT ( NOTE 1 )

WIDTH TO MATCHEXISTING

200/300 NOM

150 150

150

(MIN

)

EXISTING STONE KERB(TYP 600mm HIGH)

ROADWAY

MASS CONCRETE

CONCRETE GUTTER

STONE KERB BEDDING. 20MPa ZERO SLUMP

NEW STONE

EXISTING STONE

150

(MIN

)

R12

JOINT AS PER FOOTWAY SPECIFIED

MASS CONCRETE BACKFILL

FOOTWAY AS SPECIFIED

NEW STONE KERB

JOINT AS PER FOOTWAY SPECIFIED

150

150

(MIN

)

MASS CONCRETE FOOTING - 25MPa

MASS CONCRETE BACKFILL

4018

0

150

450EXISTING

200/300 NOM

30mm THICK MORTAR (3:1) SETTING. REFER TO 5.3.5

ROADWAY

CONCRETE GUTTER

150

(MIN

)


R12

KERB & GUTTER

STONE KERB WITH CONCRETE GUTTER

SECTION 1:10

K & GDwg No.

1.1.1

NOTE:1. CONSULT CITY'S REPRESENTATIVE TO CONFIRM WIDTH PRIOR TO

CUTTING STONE KERB2. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED3. JOINTS IN CONCRETE GUTTERS:

- CONTRACTION JOINT: WIDTH 5 mm, 20 mm DEPTH, AT 3 m INTERVALS- EXPANSION JOINT: WIDTH 15 mm, FULL DEPTH OF GUTTER, AT 15 m INTERVALS

Rev DDate 01.12.19

Approved P S

30

2070 160

210

80

10

150

12030

450

190

150

450 45015

0

40

175

1070050

250

338

1 IN 12

150mm THICKCOMPACTED DGB20

COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY

ROLL KERB

DISH CROSSING

MOUNTABLE KERB

BARRIER KERB

40

SL82 40mm FROM BASE

NOTES:

1. ALL KERBS TO BE MIN 25MPa CONCRETEUNLESS NOTED OTHERWISE.

2. ALL KERBS TO BE STEEL TROWEL FINISHED.3. ALL EDGES SHALL BE TOOL FINISHED WITH

12mm RAD 50mm WIDE EDGING TOOL.4. EXPANSION JOINTS SHALL BE PLACED AT 15m

INTERVALS AND THE INTERFACE WITH OTHERFIXED STRUCTURES.

R30

0

R30

0FOOTPATH

FOOTPATH

FOOTPATH

FOOTPATH

R12

R12R20

R20

R12

R12

R20

R20

R12

SCALE 1:10

K&GDwg No.

1.1.2

KERB & GUTTER

CAST IN-SITU KERB AND GUTTER DETAILS

NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED

Rev DDate 01.12.19

Approved P S

1200\1350 1200\1350

1500 TYP.

900 TYP.

MIN. 750MAX. 1200

MIN. 750MAX. 1200

STOP CHAMFER ONTAPERING KERB 100mm

FROM INVERT & SCALLOPEND OF CHAMFER

100

A

A C

C

D

A

D

D

B

B

B

A

BARRIER KERB

KERB RAMP WING

KERB RAMP VEHICULAR CROSSING

VEHICULAR CROSSING WING

MOUNTABLE KERB

NOTES

1. FOR KERB RADII OF LESS THAN 7.5m, STONE TO BE CUT TO MATCH ALIGNMENT.USE RADII OF EITHER 750mm, 1m, 3m, 6m OR 7.5m WHERE POSSIBLE.

KERB PROFILE:· TYPE K(F) - FULL HEIGHT· TYPE K(FR) - FULL HEIGHT/ TO KERB RADIUS (SIMILAR)

KERB PROFILE:· TYPE MK(F) - FULL HEIGHT (SHOWN)· TYPE M(FR) - FULL HEIGHT/ TO KERB RADIUS (SIMILAR)

KERB PROFILE:· TYPE K(KRF) - PEDESTRIAN CHAMFERED TO FALL· TYPE K(KRFR) - PEDESTRIAN CHAMFERED TO

FALL/TO KERB RADIUS (SIMILAR)

KERB PROFILE:· TYPE K(VCF) - CHAMFERED TO FALL· TYPE K(KRFR) - CHAMFERED TO FALL/TO KERB RADIUS (SIMILAR)

KERB PROFILE:· TYPE K(KR) - PEDESTRIAN CROSSOVER TYPE· TYPE K(KRR) - PEDESTRIAN CROSSOVER TYPE/TO RADIUS

(SIMILAR)

KERB PROFILE:· TYPE K(VC) - VEHICULAR CROSSOVER TYPE· TYPE K(VCR) - VEHICULAR CROSSOVER TYPE/TO RADIUS (SIMILAR)

SCALE 1:20

K&GDwg No.

1.1.3

KERB & GUTTER

STONE KERB PROFILES - DEEP EMBEDMENT


Rev DDate 01.12.19

Approved P S

10

1

10

1

10

1

10

1

200mm WIDE KERB 300mm WIDE KERB

A

B

C

D

A

B

C

D

20030

0

150

15

15

300

300

150

180

300

150

170

200

150

75

300

200

150

25

200

195

150

15

16

300

205

150

16

15

30030

0

150

175

15

15

NOTES:

1. FOR SANDSTONE KERBS, A 25mm BULL NOSE ARRISIS REQUIRED INSTEAD OF CHAMFERED CORNER.

2. ALL CORNERS TO HAVE 1mm ARRIS.

25

10

1

10

1

200

170

150

300

180

150E E

SECTION 1:10

KERB & GUTTER

STONE KERB SECTIONS - DEEP EMBEDMENT


K&GDwg No.

1.1.4Rev DDate 01.12.19

Approved P S

1200\1350 1200\1350

E

E G

G

BARRIER KERB

KERB PROFILE:· TYPE K(F) - FULL HEIGHT· TYPE K(FR) - FULL HEIGHT/TO KERB RADIUS (SIMILAR)

KERB PROFILE:· TYPE MK(F) - FULL HEIGHT (SHOWN)· TYPE MK(FR) - FULL HEIGHT ON KERB RADIUS (SIMILAR)

MOUNTABLE KERB

1500 TYP.

STOP CHAMFER ONTAPERING KERB 100mm

FROM INVERT & SCALLOPEND OF CHAMFER

100

F

E

KERB RAMP WINGS

KERB PROFILE:· TYPE K(KRF) - PEDESTRIAN CHAMFERED TO FALL· TYPE K(KRFR) - PEDESTRIAN CHAMFERED TO FALL/TO KERB

RADIUS (SIMILAR)

MIN. 750MAX. 1200

F

F

KERB RAMP

KERB PROFILE:· TYPE K(KR) - PEDESTRIAN CROSSOVER TYPE· TYPE K(KRR) - PEDESTRIAN CROSSOVER TYPE/TO KERB

RADIUS (SIMILAR)

NOTES

1. FOR KERB RADII OF LESS THAN 7.5m, STONE TO BE CUT TO MATCH ALIGNMENT.USE RADII OF EITHER 3m, 6m OR 7.5m WHERE POSSIBLE.

SCALE 1:20

K&GDwg No.

1.1.5

KERB & GUTTER

STONE KERB PROFILES - SHALLOW EMBEDMENT


Rev DDate 01.12.19

Approved P S

101

101


E

F

G

E

F

G

15

15

225

200

75

15

15

225

300

75

300

105

7595

200

75

175

225

300

7525

75

225

200

7525

NOTES:

1. SANDSTONE KERBS ARE NOT TO BE USED.


SECTION 1:10

K&GDwg No.

1.1.6

KERB & GUTTER

STONE KERB SECTIONS - SHALLOW EMBEDMENT


Rev DDate 01.12.19

Approved P S

900450

70

900

450

70

LAYBACK KERB 01 TO CYCLEWAY/EMERGENCY VEHICLE (LK1VC)

K

K

K

J

L

M

M

M

LAYBACK KERB 01 TO CYCLEWAYTRANSITION (LK1VCT)

LAYBACK KERB 02 TO CYCLEWAY/EMERGENCY VEHICLE (LK2VC)

LAYBACK KERB 02 TO CYCLEWAYTRANSITION (LK1VCT)

NOTES:

1. TOP TO HAVE EXFOLIATED FINISH.

2. VERTICAL EDGES TO HAVE SAWN FINISH.

SCALE 1:20

K&GDwg No.

1.1.7

KERB & GUTTER

STONE KERB LAYBACK PROFILES


Rev DDate 01.12.19

Approved P S

300

300

225

250 50

300

300

50400

300

450

175

450

300

450

15mm CHAMFER

M L

JK

LAYBACK KERB 01 TO CYCLEWAY : LK1VC

LAYBACK KERB TO CYCLEWAY 02: LK2VC

15mm CHAMFER

15mm CHAMFER

15mm CHAMFER

K&GDwg No.

1.1.8

KERB & GUTTER

STONE KERB LAYBACK SECTIONS


Rev DDate 01.12.19

Approved P S

SECTION 1:10

200/300900

300

150

A

N

GUTTER LEVEL

100mm RADIUS

10

1

10

1


N N 180

300

150

170

200

150

NOTES:

1. FOR SANDSTONE KERBS, A 25mm BULL NOSE ARRISIS REQUIRED INSTEAD OF CHAMFERED CORNER.


KERB BEYOND

KERB BEYOND

100 200

SECTION 1:10

K&GDwg No.

1.1.9

KERB & GUTTER

STONE KERB LAYBACK PROFILES


Rev DDate 01.12.19

Approved P S

SECTION 1:20

400

900

180

180

15mm CHAMFER SHALL BEAPPLIED TO ALL EXPOSEDEDGES IN CASE OF END PIECES

1000 (TYP.)

1000 (TYP.)

1000 (TYP.)

1000 (TYP.)

H H

H

H

H

15mm CHAMFER 15mm CHAMFER

400

300

NOTES:

1. TOP TO HAVE EXFOLIATED FINISH.2. VERTICAL EDGES TO HAVE SAWN FINISH.

H

MEDIAN KERB (MK2)

Rev DDate 01.12.19

Approved P S

K & GDwg No.

1.1.10

KERB AND GUTTER

CYCLEWAY MEDIAN STRIP PROFILES AND SECTION


MEDIAN KERB END CHAMFER (MK2EC)

MEDIAN KERB WITH BULLNOSE (MK2BN)

MEDIAN KERB DRIVEWAY CHAMFER (MK2DC)

MEDIAN KERB (MK2)

SCALE 1:20

SECTION 1:10

STONE KERB INSTALLED

AS PER DRAWINGS


SINGLE OR DOUBLE

STONE TO MATCH

EXISTING CONDITION

150mm THICK 25MPa

CONCRETE FOOTING

30mm THICK

MORTAR SETTING

150

150

ROAD SURFACE

SECTION 1:10

K&GDwg No.

1.1.11

KERB & GUTTER

TYPICAL STONE GUTTER DETAIL


Rev DDate 01.12.19

Approved P S

1350

300

200200

R80 R80

15090°

NOMINAL KERB LINE (FRONT FACE)

R80 R80

200200

1350

75

75

300

150

R300

NOTE:

1. LINTEL TO BE ONE COMPLETE STONE (IE. NO JOINTS).

TOP OF KERB

INVERT OF GUTTER

CHAMFER (TO MATCH KERBSTONE)

300

SECTION 1:10

K&GDwg No.

1.1.12

KERB & GUTTER

STONE LINTEL (SLK) - GRANITE AND BLUE STONE


ELEVATION 1:10

PLAN 1:10

Rev DDate 01.12.19

Approved P S

150

180

75

350

80

1200

150

150 150900

330

150

50

80

NOTE:

1. LINTEL TO BE ONE COMPLETE STONE (IE. NO JOINTS)

R25

NOMINAL KERB LINE (FRONT FACE)

TOP OF KERB

INVERT OF GUTTER

R300

SECTION 1:10

K&GDwg No.

1.1.13

KERB & GUTTER

STONE LINTEL (SLK) - SANDSTONE


ELEVATION 1:10

PLAN 1:10

Rev DDate 01.12.19

Approved P S

FROM END OF JOINT

SLOT IN KERB, TYP. 150x100mm

GALV. RHS - 5mm THICK

TOP OF KERB

INVERT OF GUTTER

END OF PIPE CONNECTING

INTO KERB

FOOTPATH AS SPECIFIED

STONE KERB

GUTTER ROAD

CUTOUT TO SUIT

STORM WATER PIPE

STORMWATER DRAINAGE LINE GALV

STEEL RHS DISCHARGE PIPE

MASS CONCRETE AROUND

CONNECTION - MIN 100mm THICK

END OF PIPE CONNECTING

INTO KERB

FOOTPATH AS SPECIFIED

CONCRETE KERB

GUTTER ROAD

CAST IN-SITU BLOCKOUT TO

SUIT STORM WATER PIPE

STORMWATER DRAINAGE LINE

GALV STEEL RHS DISCHARGE PIPE

MASS CONCRETE AROUND

CONNECTION - MIN 100mm THICK

30

50 min

30

50 min

150 min 150 min

MIN 300 BETWEENCENTRES OF OUTLETS

LINE OF GUTTER

STONE KERB SECTION

ELEVATION

CONCRETE KERB SECTION

K&GDwg No.

1.1.14

KERB & GUTTER

KERB STORMWATER OUTLETS


Rev DDate 01.12.19

Approved P S

SCALE 1:10

150150

180

40

450WIDTH TO MATCHEXISTING (200/300 NOM)

150

MA

X

150

150

MIN

FOR RAIN GARDENDETAILS REFER TO RAIN

GARDEN DRAWING


CONCRETE GUTTER

NEW STONE KERB

2 x N12 LONGITUDINAL

ROADWAY

30mm THICKMORTAR SETTING

NOTE:

1. DEEP EMBEDMENT KERB ONLY TO BE USED.

MASS 25MPa CONCRETE FOOTINGN12 @ 400mm CENTRES

CONCRETE EDGE TO BECOVERED WITH MULCH

BACK OF KERBTO BE FINISHED

SCABBLE JOINT

SECTION 1:10

K&GDwg No.

1.1.15

KERB & GUTTER

EDGE DETAIL - STONE KERB TO RAIN GARDEN


Rev DDate 01.12.19

Approved P S

MATCH EXISTINGBASE DEPTH

EXISTING WEARINGCOURSE

EXISTING 'FLEXIBLE'ROAD BASE.

EXISTING ROADBASECOURSE

NEW AC BACKFILL

SAWCUT ROAD

NEW KERB (TYPE AS SPECIFIED)

EXISTING WEARINGCOURSE.

EXISTING CONCRETEROAD BASE

EXISTING ROADBASE COURSE

SAWCUT EXISTINGCONCRETE BASEALONG EDGE OF NEWGUTTER

SAWCUT ROAD

NEW KERB (TYPE AS SPECIFIED)

EXISTING ROADSUB-BASECOURSE

600

400 200

NEW AC WEARING COURSE40mm THICK AC14

RIGID PAVEMENT RESTORATION

FLEXIBLE PAVEMENT RESTORATION

NEW AC WEARING COURSE40mm THICK AC14

SECTION 1:10

K&GDwg No.

1.1.16

KERB & GUTTERROAD RESTORATION ADJACENT TO KERB/GUTTER WORKS


Rev DDate 01.12.19

Approved P S

Documents

MASS CONCRETE EXISTING STONE KERB R12 NEW STONE R12