PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:3

9 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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.d

etails_010.d

gn

tetlero

b

VOLUME 3 - FULL DEPTH ASPHALT PAVEMENT DETAILS

related drawings:

VOLUME 4 - ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS

VOLUME 5 - RIGID PAVEMENT DETAILS

VOLUME 2 - GRANULAR PAVEMENT WITH BITUMINOUS SURFACING DETAILS

VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS

' COPYRIGHT ROADS AND MARITIME SERVICES

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PAVEMENT STRUCTURES SECTION

PREPARED BY:

SHEET No

No OF SHEETS

07

0000.000.PT.0011ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

REGISTRATION No OF PLANS

01

DRAINAGE DETAILS

STANDARD PAVEMENT SUBSURFACE

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.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.d

etails_020.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

3/0 ALL COMPLETE REVISION PRP&GE 28.10.2010

* DENOTES PRINCIPAL ROAD PAVEMENT AND GEOTECHNICAL ENGINEER

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

06

07

07

ED/REV ISSUE DETAILSHEET AUTHORISED DATE

REVISION REGISTER

03PTA

SHEET DESCRIPTIONDETAIL

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

Drainage Layer under High Pavement Edge (Possible Trench Drain)

High Pavement Edge No Drainage Layer (Possible Trench Drain)

Trench Drain and Drainage Layer under Low ’SO’ KerbA01-A

A02-A

A03-A

A04-A

A05-A

A06-A

A07-A

A08-A

A09-A

A10-A

A11-A

A12-A

A13-A

A14-A

Full Depth Asphalt Pavement Structure

03

STANDARD PTA STRUCTURE

DESIGN:

DRAINAGE LAYER:

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

SELECTED MATERIAL (R44).3.

AND RMS SPECIFICATIONS.

PAVEMENT SUBSURFACE DRAINS TO BE DESIGNED IN ACCORDANCE WITH THESE DRAWINGS2.

LAYER THICKNESSES DETERMINED BY PAVEMENT DESIGN.1.

SHEET No

No OF SHEETS

07

' COPYRIGHT ROADS AND MARITIME SERVICES

0000.000.PT.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.d

etails_030.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

DETAIL PTA

NOT TO SCALE

PAVEMENT STRUCTURE

FULL DEPTH ASPHALT

Selected Material

300mm (min)

Drainage Layer

Possible

7mm sprayed seal

Asphalt

Subgrade

SHEET No

No OF SHEETS

07

' COPYRIGHT ROADS AND MARITIME SERVICES

0000.000.PT.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

1 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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.d

etails_040.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

04

STANDARD PTA 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.

DRAINAGE LAYER

SELECTED MATERIAL ZONE

CROSSFALL

TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW ’SO’ KERB

DETAIL A01-A

MIN

500

DRAINAGE LAYER

SELECTED MATERIAL ZONE

CROSSFALL

GENERAL FILL

CROSSFALL

DRAINAGE LAYER

SELECTED MATERIAL ZONE

GEOTEXTILE (R63)

DETAIL A02-A

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS WITH DRAINAGE LAYER

300 300

GEOTEXTILE (R63)

CROSSFALL

DRAINAGE LAYER

SELECTED MATERIAL ZONE

GEOTEXTILE (R63)

VERGE MATERIAL

MIN

500

DETAIL A03-A

DRAINAGE LAYER UNDER HIGH PAVEMENT EDGE (POSSIBLE TRENCH DRAIN)

DRAINAGE LAYER

SELECTED MATERIAL ZONEVERGE MATERIAL

MIN

500

GEOTEXTILE (R63)

CROSSFALL

DETAIL A04-A

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)

GEOTEXTILE (R63)

GUIDE POST

GEOTEXTILE (R63)

GUIDE POST

GEOTEXTILE (R63)

10050

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

WIRE ROPE SAFETY BARRIER

ASPHALT

7mm SPRAYED SEAL

7mm SPRAYED SEAL

7mm SPRAYED SEAL

ASPHALT ASPHALT

ASPHALT

7mm SPRAYED SEAL

ASPHALT

7mm SPRAYED SEAL

OR NO FINES CONCRETE (3222)

GRADE F20 AGGREGATE (3580)

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE

OR NO FINES CONCRETE (3222)

GRADE F20 AGGREGATE (3580)

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE

OR NO FINES CONCRETE (3222)

GRADE F20 AGGREGATE (3580)

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE

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

50

50

(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

SPRAYED SEAL

(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

150

MIN

150

FOOTING

MIN

100

GRANULAR BASE GRANULAR BASE

OF CUTTING AND CUTTING IS WET

DOES NOT EXTEND FOR THE FULL WIDTH

OF PAVEMENT WHERE DRAINAGE LAYER

PROVIDE TRENCH DRAIN ON HIGH SIDE

05

STANDARD PTA 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.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

1 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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

TRENCH DRAIN AND DRAINAGE LAYER UNDER HIGH ’SO’ KERB

DETAIL A05-A

NOT TO SCALE

GUIDE POST

SELECTED MATERIAL ZONE

DRAINAGE LAYER

CROSSFALL

100

MIN

500

500

CROSSFALL

DETAIL A06-A

W

MIN

150

VERGE MATERIAL

GEOTEXTILE (R63)

GUIDE POST’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

10050

NOT TO SCALE

100

W

TRENCH DRAIN UNDER LOW ’SO’ KERB NO DRAINAGE LAYER

CROSSFALL

SELECTED MATERIAL ZONE

VERGE MATERIAL

DETAIL A07-A

MIN

50

1 000

GUIDE POST

NOT TO SCALE

100W

GEOTEXTILE (R63)

SELECTED MATERIAL ZONEVERGE MATERIAL

CROSSFALL

DETAIL A08-A

MIN

50

1 000

GUIDE POST

NOT TO SCALE

100W

GEOTEXTILE (R63)

ASPHALT

ASPHALT

7mm SPRAYED SEAL

SELECTED MATERIAL ZONE

HIGH PAVEMENT EDGE NO DRAINAGE LAYER (POSSIBLE TRENCH DRAIN)

ASPHALT

7mm SPRAYED SEAL

7mm SPRAYED SEAL

ASPHALT

TRENCH DRAIN UNDER LOW PAVEMENT EDGE AND NO DRAINAGE LAYER

MIN

300

MIN

300

MIN

300

GEOTEXTILE (R63)

VERGE MATERIAL

GEOTEXTILE (R63)

’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

7mm SPRAYED SEAL

MIN

100

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE

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

TRENCH DRAIN (R33)

NO FINES CONCRETE (3222)

TRENCH DRAIN (R33) TRENCH DRAIN (R33)

MIN

150

GRADE OF DEPRESSED MEDIAN IS LESS THAN 2%.

BASE OF THE SELECT MATERIAL ZONE AND LONGITUDINAL

ADJACENT DEPRESSED MEDIAN DRAIN INVERT IS ABOVE THE

PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT WHERE

06

STANDARD PTA 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.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

SELECTED MATERIAL ZONE

CROSSFALL

DETAIL A09-A

MIN

150

’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

10050

NOT TO SCALE

VERGE MATERIAL

100

1 000 W

SELECTED MATERIAL ZONE

CROSSFALL CROSSFALL

SELECTED MATERIAL ZONE

DETAIL A10-A

NOT TO SCALE

WIRE ROPE SAFETY BARRIER

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS NO DRAINAGE LAYER

CROSSFALL

DETAIL A11-A

GEOTEXTILE (R63)

GEOTEXTILE (R63)100

50

NOT TO SCALE

100

TRENCH DRAIN UNDER LOW ’SA’ KERB NO DRAINAGE LAYER

SELECTED MATERIAL ZONE

DETAIL A12-A

NOT TO SCALE

NORMAL MEDIAN BETWEEN SUPERELEVATED PAVEMENTS NO DRAINAGE LAYER

CROSSFALLCROSSFALL

MIN

150NO FINES CONCRETE (R3222)

GUTTER PROFILE (R15)

’SA’ KERB AND

7mm SPRAYED SEAL

ASPHALT

ASPHALT

7mm SPRAYED SEAL

7mm SPRAYED SEAL

ASPHALT

ASPHALT

SELECTED MATERIAL ZONE

7mm SPRAYED SEAL

7mm SPRAYED SEAL

ASPHALT

GRANULAR BASE

MIN

300

MIN

300

MIN

100

MIN

100VERGE MATERIAL

NO FINES CONCRETE (3222)

TRENCH DRAIN (R33)

FOOTING

SPRAYED SEAL

GRANULAR BASE (3051) GRANULAR BASE (3051)

TRENCH DRAIN (R33)

1 000 W

SAFETY BARRIER

TRENCH DRAIN UNDER LOW ’SO’ KERB WITH SAFETY BARRIER NO DRAINAGE LAYER

(MIN 100)

MEDIAN N20

RAISED CONCRETE

’SF’ KERB PROFILE (R15)

’SF’ KERB PROFILE (R15)

07

STANDARD PTA 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.0011

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

3

FULL DEPTH ASPHALT PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:0

0:4

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 3 - F

ULL D

EP

TH A

SP

HA

LT P

AV

EM

EN

T D

ET

AIL

S\m

d.pta.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

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

APPROVED FOR USE

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

FOR USE

W

MIN

150

10050

100

DETAIL A13-A

NOT TO SCALE

TRENCH DRAIN UNDER LOW ’SO’ KERB NO DRAINAGE LAYER

CROSSFALL

SELECTED MATERIAL ZONE

GEOTEXTILE (R63)

’SO’ GUTTER PROFILE (R15)

SELECTED MATERIAL ZONE

DETAIL A14-G

NOT TO SCALE

CROSSFALL

100

GEOTEXTILE (R63)

MIN

150

100

50

GUTTER PROFILE (R15)

’SA’ KERB AND

TRENCH DRAIN UNDER HIGH ’SA’ KERB NO DRAINAGE LAYER

7mm SPRAYED SEAL

ASPHALT

7mm SPRAYED SEAL

ASPHALT

MIN

300

MIN

300

MIN

100 VERGE MATERIAL

VERGE MATERIAL

MIN

100

W 1 000

NO FINES CONCRETE (3222)

NO FINES CONCRETE (3222)

TRENCH DRAIN (R33) TRENCH DRAIN (R33)