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VOLUME 3 - FULL DEPTH ASPHALT PAVEMENT DETAILS
VOLUME 5 - RIGID PAVEMENT DETAILS
VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS
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PA
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DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
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DRAINAGE DETAILS
STANDARD PAVEMENT SUBSURFACE
VOLUME 4 - ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS
' COPYRIGHT ROADS AND MARITIME SERVICES
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PAVEMENT STRUCTURES SECTION
PREPARED BY:
SHEET No
No OF SHEETS
07
0000.000.PT.0010ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2
REGISTRATION No OF PLANS
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
01
VOLUME 2 - GRANULAR PAVEMENT WITH BITUMINOUS SURFACING DETAILS
VOLUME 1 - DESIGN AND LOCATION
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
SIGNED DATE
SIGNED DATE
J. ALLEN
G. VOROBIEFF
TECHNOLOGIST (FLEXIBLE PAVEMENTS)
SUPERVISING PAVEMENT
RECOMMENDED FOR APPROVAL
APPROVED FOR USE
02
REVISION REGISTER AND INDEX
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
1:1
2:0
0 P
Mat
16/0
8/2
012
on
PA
V_
BL
AC
K_
GR
EY.tbl
PA
V_P
DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
UM
E 2 - G
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AV
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ITH BIT
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S\m
d.ptg.d
etails_020.d
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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
3/0 ALL COMPLETE REVISION 28.10.2010
* DENOTES PRINCIPAL ROAD PAVEMENT AND GEOTECHNICAL ENGINEER
PRP&GE
3/1 ALL MINOR REVISION PRP&GE*
*
15.04.2011
3/2 ALL MINOR REVISION PRP&GE* 16/08/2012
-
-
01
02
COVER SHEET
INDEX
REVISION REGISTER AND INDEX
07
07
06
03PTG
SHEET DESCRIPTIONDETAILED/REV ISSUE DETAILSHEET AUTHORISED DATE
REVISION REGISTER
05
05
06
06
06
05
04
04
04
04
05
Narrow Median between Normal Crossfall Pavements with Drainage Layer
Narrow Median between Normal Crossfall Pavements No Drainage Layer
Normal Median between Superelevated Pavements No Drainage Layer
Trench Drain under Low ’SO’ Kerb No Drainage Layer
Trench Drain under Low ’SA’ Kerb No Drainage Layer
Trench Drain and Drainage Layer under High ’SO’ Kerb
Trench Drain under Low ’SO’ Kerb No Drainage Layer
Trench Drain under Low Pavement Edge No Drainage Layer
Trench Drain and Drainage Layer under Low Pavement Edge
Trench Drain under Low ’SO’ Kerb with Guard Fence No Drainage Layer
Trench Drain under High ’SA’ Kerb No Drainage Layer
High Pavement Edge No Drainage Layer (Possible Trench Drain)
Trench Drain and Drainage Layer under Low ’SO’ Kerb
Drainage Layer under High Pavement Edge (Possible Trench Drain)
A01-G
A02-G
A03-G
A04-G
A05-G
A06-G
A07-G
A08-G
A09-G
A10-G
A11-G
A12-G
A13-G
A14-G
Unbound Granular Pavement Structure
03
STANDARD PTG STRUCTURE
DESIGN:
DRAINAGE LAYER:
PLACING PAVEMENT LAYERS THE PAVEMENT DRAINAGE MUST BE REVIEWED.
WHERE A SPRAYED SEAL IS APPLIED TO THE TOP OF SELECTED MATERIAL ZONE PRIOR TO3.
AND RMS SPECIFICATIONS.
PAVEMENT SUBSURFACE DRAINS TO BE DESIGNED IN ACCORDANCE WITH THESE DRAWINGS2.
LAYER THICKNESSES DETERMINED BY PAVEMENT DESIGN.1.
STABILISATION TO REDUCE ITS MOISTURE SUSCEPTIBILITY.
WHERE DRAINAGE LAYER PROVIDED IN WET SOIL CUTTINGS THE SUBGRADE MAY REQUIRE2.
DRAINAGE LAYER TO BE PROVIDED IN ROCK CUTTINGS AND WET SOIL CUTTINGS (R44).1.
NOTES
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
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PA
V_
BL
AC
K_
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EY.tbl
PA
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DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
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AV
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S\m
d.ptg.d
etails_030.d
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tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
NOT TO SCALE
PAVEMENT STRUCTURE
UNBOUND GRANULAR
DETAIL PTG
Selected Material
300mm (min)
Drainage Layer
Possible
Subgrade
Material
Subbase
Base Material
Unbound
Sprayed Seal)
(Thin Asphalt or
Wearing Surface
7mm sprayed seal
04
STANDARD PTG DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.2.
AS TYPICAL SITUATION ONLY AND ARE NOT APPROPRIATE FOR ALL PROJECTS.
DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED1.
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
d b
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1:1
2:0
1 P
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16/0
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on
PA
V_
BL
AC
K_
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EY.tbl
PA
V_P
DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
UM
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UMIN
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S\m
d.ptg.d
etails_040.d
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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
VARIA
BLE
GRANULAR BASE
DRAINAGE LAYER
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL
TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW ’SO’ KERB
DETAIL A01-G
MIN
500
VARIA
BLE
GRANULAR BASE
DRAINAGE LAYER
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL
GENERAL FILL
CROSSFALL
DRAINAGE LAYER
SELECTED MATERIAL ZONE
GRANULAR BASE
GRANULAR SUBBASE
GEOTEXTILE (R63)
DETAIL A02-G
NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS WITH DRAINAGE LAYER
300 300
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
CROSSFALL
DRAINAGE LAYER
SELECTED MATERIAL ZONE
GRANULAR BASE
GRANULAR SUBBASE
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
VERGE MATERIAL
MIN
500
DETAIL A03-G
DRAINAGE LAYER UNDER HIGH PAVEMENT EDGE (POSSIBLE TRENCH DRAIN)
DRAINAGE LAYER
SELECTED MATERIAL ZONE
GRANULAR SUBBASE
GRANULAR BASE
VERGE MATERIAL
MIN
500
GEOTEXTILE (R63)
CROSSFALL
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
DETAIL A04-G
TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW PAVEMENT EDGE
100
100
500
W
MIN
150
W
100
500
200
1 000
W
1 000
200
100
100
500
VERGE MATERIAL
GEOTEXTILE (R63)
GUIDE POST’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
GEOTEXTILE (R63)
GUIDE POST
GEOTEXTILE (R63)
GUIDE POST
GEOTEXTILE (R63)
10050
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
GRANULAR BASE GRANULAR BASE
WIRE ROPE SAFETY BARRIER
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
NO FINES CONCRETE (3222)
FILTER (3556) WRAPPED IN GEOTEXTILE (R63)
FILTER FABRIC (3553) OR 300mm RIGID STRIP
DRAINAGE PIPE (3552) WITH SEAMLESS TUBULAR
2 x 100mm CORRUGATED PERFORATED PLASTIC
FOOTING
MIN
150
MIN
150
SPRAYED SEAL
(3556) WRAPPED IN GEOTEXTILE (R63)
(3553) OR 150mm RIGID STRIP FILTER
WITH SEAMLESS TUBULAR FILTER FABRIC
PLASTIC DRAINAGE PIPE (3552)
1 x 100mm CORRUGATED PERFORATED
50
(3556) WRAPPED IN GEOTEXTILE (R63)
(3553) OR 300mm RIGID STRIP FILTER
WITH SEAMLESS TUBULAR FILTER FABRIC
PLASTIC DRAINAGE PIPE (3552)
2 x 100mm CORRUGATED PERFORATED
MIN
100
300
50
300
THE FULL WIDTH OF CUTTING AND CUTTING IS WET
WHERE DRAINAGE LAYER DOES NOT EXTEND FOR
PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT
05
STANDARD PTG DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.3.
TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.2.
AS TYPICAL SITUATION ONLY AND ARE NOT APPROPRIATE FOR ALL PROJECTS.
DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED1.
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
1:1
2:0
2 P
Mat
16/0
8/2
012
on
PA
V_
BL
AC
K_
GR
EY.tbl
PA
V_P
DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
UM
E 2 - G
RA
NU
LA
R P
AV
EM
EN
T W
ITH BIT
UMIN
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ET
AIL
S\m
d.ptg.d
etails_050.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
TRENCH DRAIN AND DRAINAGE LAYER UNDER HIGH ’SO’ KERB
DETAIL A05-G
NOT TO SCALE
GUIDE POST
100MIN
150
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
DRAINAGE LAYER
CROSSFALL
100
MIN
500500
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A06-G
W
MIN
150
VERGE MATERIAL
GEOTEXTILE (R63)
GUIDE POST’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
10050
NOT TO SCALE
100
W
TRENCH DRAIN UNDER LOW ’SO’ KERB NO DRAINAGE LAYER
CROSSFALL
SELECTED MATERIAL ZONE
GRANULAR BASE
GRANULAR SUBBASE
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
VERGE MATERIAL
DETAIL A07-G
1 000
GUIDE POST
NOT TO SCALE
100W
GEOTEXTILE (R63)
HIGH PAVEMENT EDGE NO DRAINAGE LAYER WITH (POSSIBLE TRENCH DRAIN)
SELECTED MATERIAL ZONE
GRANULAR SUBBASE
GRANULAR BASE
VERGE MATERIAL
CROSSFALL
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
DETAIL A08-G
1 000
GUIDE POST
NOT TO SCALE
TRENCH DRAIN UNDER LOW PAVEMENT EDGE NO DRAINAGE LAYER
100W
GEOTEXTILE (R63)
MIN
300
MIN
300
MIN
300
GEOTEXTILE (R63)
VERGE MATERIAL
GEOTEXTILE (R63)
’SO’ GUTTER PROFILE (R15)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
GEOTEXTILE (R63)
GRANULAR SUBBASE
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
WRAPPED IN GEOTEXTILE (R63)
OR 150 mm RIGID STRIP FILTER (3556)
WITH SEAMLESS TUBULAR FILTER FABRIC (3553)
PLASTIC DRAINAGE PIPE (3552)
1 x 100mm CORRUGATED PERFORATED
NO FINES CONCRETE (3222)
TRENCH DRAIN (R33) TRENCH DRAIN (R33)
TRENCH DRAIN (R33)
MIN
100
300
50
MATERIAL ZONE AND LONGITUDINAL GRADE OF DEPRESSED MEDIAN IS LESS THAN 2%.
DEPRESSED MEDIAN DRAIN INVERT IS ABOVE THE BASE OF THE SELECTED
PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT WHERE ADJACENT
50
300
06
STANDARD PTG DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.3.
TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.2.
AS TYPICAL SITUATION ONLY AND ARE NOT APPROPRIATE FOR ALL PROJECTS.
DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED1.
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
1:1
2:0
2 P
Mat
16/0
8/2
012
on
PA
V_
BL
AC
K_
GR
EY.tbl
PA
V_P
DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
UM
E 2 - G
RA
NU
LA
R P
AV
EM
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T W
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UMIN
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S\m
d.ptg.d
etails_060.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A09-G
MIN
150
’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
10050
NOT TO SCALE
100
1 000 W
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL CROSSFALL
SELECTED MATERIAL ZONE
GRANULAR BASE
GRANULAR SUBBASE
DETAIL A10-G
300 300ASPHALT WEARING SURFACE
SPRAYED SEAL OR
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
NOT TO SCALE
GRANULAR BASE GRANULAR BASE
WIRE ROPE SAFETY BARRIER
NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS NO DRAINAGE LAYER
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A11-G
GEOTEXTILE (R63)
GEOTEXTILE (R63)
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
10050
NOT TO SCALE
100
TRENCH DRAIN UNDER LOW ’SA’ KERB NO DRAINAGE LAYER
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
DETAIL A12-G
NOT TO SCALE
NORMAL MEDIAN BETWEEN SUPERELEVATED PAVEMENTS NO DRAINAGE LAYER
CROSSFALL
ASPHALT WEARING SURFACE
SPRAYED SEAL ORASPHALT WEARING SURFACE
SPRAYED SEAL OR
CROSSFALL
MIN
150GUTTER PROFILE (R15)
’SA’ KERB AND
MIN
300
MIN
300
NO FINES CONCRETE (3222)
TRENCH DRAIN (R33)
TRENCH DRAIN (R33)
NO FINES CONCRETE (3222)
SPRAYED SEAL
FOOTING
VERGE MATERIAL
1 000 W
TRENCH DRAIN UNDER LOW ’SO’ KERB WITH SAFETY BARRIER NO DRAINAGE LAYER
SAFETY BARRIER
MIN
100
MATERIAL
VERGE
MIN
100
’SF’ KERB PROFILE (R15)’SF’ KERB PROFILE (R15)
MEDIAN N20 (MIN 100)
RAISED CONCRETE
07
STANDARD PTG DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.3.
TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.2.
AS TYPICAL SITUATION ONLY AND ARE NOT APPROPRIATE FOR ALL PROJECTS.
DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED1.
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
0000.000.PT.0010
REGISTRATION NUMBER
ISSUE
ED3 REV 2
No OF VOLUMES
6
VOLUME No
2AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
PREPARED BY: PAVEMENT STRUCTURES SECTION
G. VOROBIEFF
16/08/2012BITUMINOUS SURFACING DETAILS
GRANULAR PAVEMENT WITH
STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
1:1
2:0
3 P
Mat
16/0
8/2
012
on
PA
V_
BL
AC
K_
GR
EY.tbl
PA
V_P
DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
ments\c
urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
UM
E 2 - G
RA
NU
LA
R P
AV
EM
EN
T W
ITH BIT
UMIN
OU
S S
UR
FA
CIN
G D
ET
AIL
S\m
d.ptg.d
etails_070.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
W
MIN
150
10050
100
DETAIL A13-G
NOT TO SCALE
TRENCH DRAIN UNDER LOW ’SO’ KERB NO DRAINAGE LAYER
GRANULAR BASE
CROSSFALL
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
GEOTEXTILE (R63)
’SO’ GUTTER PROFILE (R15)
GRANULAR BASE
GRANULAR SUBBASE
SELECTED MATERIAL ZONE
DETAIL A14-G
NOT TO SCALE
ASPHALT WEARING SURFACE
SPRAYED SEAL OR
100
GEOTEXTILE (R63)
MIN
150
10050
GUTTER PROFILE (R15)
’SA’ KERB AND
TRENCH DRAIN UNDER HIGH ’SA’ KERB NO DRAINAGE LAYER
MIN
300
MIN
300
VERGE MATERIAL
VERGE MATERIAL
TRENCH DRAIN (R33) TRENCH DRAIN (R33)
NO FINES CONCRETE (3222)
CROSSFALL
W 1 000
MIN
100 M
IN
100
NO FINES CONCRETE (3222)