40 150 150 450 180/280 CUT ( NOTE 1 ) WIDTH TO MATCH EXISTING 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 40 180 150 450 EXISTING 200/300 NOM 30mm THICK MORTAR (3:1) SETTING. REFER TO 5.3.5 ROADWAY CONCRETE GUTTER 150 (MIN) FOOTWAY AS SPECIFIED R12 KERB & GUTTER STONE KERB WITH CONCRETE GUTTER SECTION 1:10 K & G Dwg No. 1.1.1 NOTE: 1. CONSULT CITY'S REPRESENTATIVE TO CONFIRM WIDTH PRIOR TO CUTTING STONE KERB 2. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED 3. 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 D Date 01.12.19 Approved P S
16
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MASS CONCRETE EXISTING STONE KERB R12 NEW STONE R12 · 1.deep embedment kerb only to be used. mass 25mpa concrete footing n12 @ 400mm centres concrete edge to be covered with mulch
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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
)
FOOTWAY AS SPECIFIED
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
150mm THICKCOMPACTED DGB20
COMPACTED SUB-BASE
ROADWAY
150mm THICKCOMPACTED DGB20
COMPACTED SUB-BASE
ROADWAY
150mm THICKCOMPACTED DGB20
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
Rev DDate 01.12.19
Approved P S
101
101
200mm WIDE KERB 300mm WIDE KERB
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.
2. ALL CORNERS TO HAVE 1mm ARRIS.
SECTION 1:10
K&GDwg No.
1.1.6
KERB & GUTTER
STONE KERB SECTIONS - SHALLOW EMBEDMENT
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
200mm WIDE KERB 300mm WIDE KERB
N N 180
300
150
170
200
150
NOTES:
1. FOR SANDSTONE KERBS, A 25mm BULL NOSE ARRISIS REQUIRED INSTEAD OF CHAMFERED CORNER.
2. ALL CORNERS TO HAVE 1mm ARRIS.
KERB BEYOND
KERB BEYOND
100 200
SECTION 1:10
K&GDwg No.
1.1.9
KERB & GUTTER
STONE KERB LAYBACK PROFILES
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
FOOTWAY AS SPECIFIED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
150mm THICKCOMPACTED DGB20
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED
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
NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED