standard pavement subsurface drainage details · prepared by: pavement structures section g....

related drawings:

VOLUME 2 - GRANULAR PAVEMENT WITH BITUMINOUS SURFACING DETAILS

VOLUME 3 - FULL DEPTH ASPHALT PAVEMENT DETAILS

VOLUME 5 - RIGID PAVEMENT DETAILS

VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m

d.typical_sections_010.d

gn

tetlero

b

DRAINAGE DETAILS

STANDARD PAVEMENT SUBSURFACE

VOLUME 4 - ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS

VOLUME 1 - DESIGN AND LOCATION

' COPYRIGHT ROADS AND MARITIME SERVICES

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PAVEMENT STRUCTURES SECTION

PREPARED BY:

SHEET No

No OF SHEETS

12

0000.000.PT.0009ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

REGISTRATION No OF PLANS

THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

01AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

SIGNED DATE

SIGNED DATE

J. ALLEN

G. VOROBIEFF

TECHNOLOGIST (FLEXIBLE PAVEMENTS)

SUPERVISING PAVEMENT

RECOMMENDED FOR APPROVAL

APPROVED FOR USE

tetlerob

Stamp

02

REVISION REGISTER AND INDEX

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b


AND GEOTECHNICAL ENGINEER


APPROVED FOR USE

NETWORK MANAGEMENT


PREPARED BY: PAVEMENT STRUCTURES SECTION

G. VOROBIEFF

16/08/2012

A3 ORIGINAL

ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION

ISSUE STATUS:

CHCK

FOR AMENDMENTS REFER TO SHEET No 02

FOR USE

DESIGN AND LOCATION

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

SECTION

CROSS SHEET DESCRIPTION

- 01 COVER SHEET

- 02

03-

- 04 DETAILED DESIGN OF TRENCH DRAINS TABLE

*

*

* REFERENCE SPECIFICATIONS

REVISION REGISTER AND INDEX

*

REVISION REGISTER

ED/REV SHEET ISSUE DETAIL AUTHORISED DATE

2/0

2/1

3/0

3/1

3/2 ALL

ALL

ALL

2 TO 11

ALL

G. DONALD

PRP&GE

26/08/2005

28.10.2010

PRP&GE

PRP&GE 16/08/2012

15.04.2011

XSP1

XSP2

XSP3

XSP4

XSP5

XSP6

05

05

06

06

07

07

XSP7 08

08XSP8

XSP9 09

XSP10 09

XSP11 10

XSP12 10

XSP13 11

XSP14 11

XSP15 12

XSP16 12

Narrow Median and Normal Crossfall

Embankment with ’SO’ Gutter and Safety Barrier

Depressed Median and Normal Crossfall


Depressed Median and Full Superelevation



Embankment with No ’SO’ Gutter and Safety Barrier

Depressed Median and Full Superelevation

Embankment with No ’SO’ Gutter and Safety Barrier

Raised Median and Normal Crossfall

Urban Section : 30m Road Reserve Width

Raised Median and Full Superelevation

Urban Section : Variable Road Reserve Width


Hard Rock Cutting with ’SO’ Gutter and Drainage Layer

Narrow Median and Normal Crossfall

Soil Cutting with ’SO’ Gutter and Drainage Layer



Depressed Median with Full Superelevation


Depressed Median with Normal Crossfall

Soil Cutting with ’SO’ Gutter and No Drainage Layer


Side Cutting and Embankment on Natural Cross Slope


Soil Cutting with Table Drain and Drainage Layer

Depressed Median with Normal Crossfall

Soil Cutting with Table Drain and No Drainage Layer


Soil Cutting with Table Drain and No Drainage Layer

INITIAL SETUP

REVISION ADDED TO TITLE BLOCK

COMPLETE REVISION

MINOR REVISION

MINOR REVISION

INDEX

DENOTES PRINCIPAL ROAD PAVEMENT AND GEOTECHNICAL ENGINEER

03

REFERENCE SPECIFICATIONS

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


REFERENCED SPECIFICATIONS AND DRAWINGS

Specification Title

Drawings

Associated Drawings

Subject Contents

Kerbs and GuttersR15

R37

R44 Earthworks

R63

Construction of trench drains

Rigid Strip Filters

Specifies geotextile requirements

For use in trench drains


R33

Intra-pavement drains Construction of intra-pavement drains

subgrade/earthworks interface

Specifies drainage works at the

Stage construction of trench drains

Typical details of trench drains

For use in edge drains and trench drains

For use in intra-pavement drains

Trench Drains

Geotextiles (Separation and Filtration)

Intra-pavement Drains

No Fines Concrete (for Subsurface Drainage)3222

3552

3553

3555

3556

3580

Batter outlet structures for subsurface drains

Pavement interface drain details

Construction of Kerb and Gutter

MD.R33.A04

Combined stormwater and subsurface drainage layout

MD.R33.A06

MD.R33.A07

MD.R33.A08

MD.R33.A09

MD.R37.A01

and Non-Perforated Plastic)

Subsurface Drainage Pipe (Corrugated Perforated

Seamless Tubular Filter Fabric

Fibre - Reinforced Concrete)

Subsurface Drainage Pipe (Slotted and Unslotted

Aggregate Filter Materials for Subsurface Drainage Includes aggregate filter materials


04

DETAILED DESIGN OF TRENCH DRAINS TABLE

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


> 1.0 to = 3.0

0.5 to = 1.0

> 3.0 to = 5.0

> 5.0

PAVEMENT SUBSURFACE DRAINAGE

TABLE 1 - OPTIONS FOR DESIGN OF TRENCH DRAINS

HOW TO USE THESE DRAWINGS

(e.g Hard Rock Cutting)

Select the Cross Section you are interested in from Volume 1

(e.g . ’SO’ gutter [Detail A01])

Select the drainage detail that you are interested in from Volume 1

Select the pavement type

(Volume 2)

Surfacing

with Bituminous

Granular Pavement

(Volume 3)

Asphalt

Full Depth

(Volume 4)

Subbase

Bound

Asphalt over

(Volume 5)

Pavement

Rigid

(e.g. Detail A01)

Select appropriate drainage details

and modify drainage detail to suit

Consider project specific requirements

(Volume 1, Table 1)

Detailed design of trench drains

drawings

Produce construction

(Volume 6)

Supplementary Model Drawings

50

100

120

120

(%)

Grade

Drain

(m)

Spacing

Outlet

Maximum

(mm)

Trench Width W

200 300 500 F20 F14 F10 F7 F5 No Yes

Required

Pipe

Material Size

Minimum Aggregate Filter

g

Table 1 provides guidance on the options for the design of trench drains.

The flow chart below demonstrates how to use the Standard and Supplementary Model Drawings and

Project specific SWTC requirements take precedence.�

to be drained from the subgrade, drains will need to be deepened to suit the conditions encountered.

This reflects the case where the drains are only draining the pavement layers. Where groundwater is also

The depth of trench drains is shown as a minimum of 300mm below bottom of selected material zone on the drawings.�

The pavement foundation conditions are to be in accordance with Specification R44 (Earthworks).�

work site or construction methods. Variations from the drawings need to be approved by the Pavement Designer.

These drawings are to be used as a Guide only and may require alterations to reflect geotechnical conditions at the�

developed in conjunction with the Road Designer.

The Pavement Designer is responsible for the pavement subsurface drainage design and the design should be�

It should be noted that:-

of construction drawings.

These drawings are to assist in the design of pavement subsurface drainage systems by facilitating the preparation

a

b

d c,d e

f

is expected to accumulate.

(crown to longitudinal subsurface drain) and at wet cut/fill interfaces and at sags where excessive moisture

to travel within the pavement for a longitudinal distance in excess of five times the transverse distance

Provide intra-pavement drains where pavement materials are sensitive to moisture and moisture is expectedh.

of materials etc.

subgrades, suitable outlets, landscape areas, interface between new and existing pavements, permeability

Example conditions that may need to be considered include but are not limited to expansive subgrades, sandg.

For grades greater than 2% the maximum outlet spacing may be increased to 120m.f.

rigid strip Filter (3556).

Pipe can be either 100mm nominal diameter corrugated perforated plastic pipe (3552) or 150mm highe.

pipe (3552) or a rigid strip filter (3556), the pipe must be enclosed in a seamless tubular filter fabric (3553).

Where Class F5 or Class F7 aggregate filter material is used with a corrugated perforated plastic drainaged.

clogging with fines.

Where Class F5 aggregate filter material (3580) is used, a pipe must be used due to the likelihood of the drainc.

No Fines Concrete (3222) can be substituted for any grade of aggregate filter material.b.

are as given on the Standard Drawings.

For trench drains used to drain pavement drainage layers, this table is not applicable and the design detailsa.

Notes

05

NOTES

PROVIDE DRAINAGE LAYER IN WET CUTTINGS.3.

DOES NOT EXTEND FOR THE FULL WIDTH OF CUTTING AND CUTTING IS WET.

PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT WHERE DRAINAGE LAYER2.

DETAILS OF PAVEMENT DRAINAGE ARE GIVEN IN VOLUMES 2 TO 5.

PAVEMENT DRAINAGE DETAILS DEPEND ON THE PAVEMENT TYPE.1.

CROSS SECTIONS XSP1 AND XSP2

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


}

}

NOT TO SCALE

NOT TO SCALE

Lane Lane Lane Lane

Drainage Layer (R44) Drainage Layer (R44)

Lane Lane

’SO’ Gutter where specified

Lane Lane

Shldr Shldr

VergeVerge ShldrShldr

Natural Surface

Variable Varia

ble

Varia

ble

Variable

Variable

specified

Catch drain where

Bench Bench

Bench

VergeShldrVerge Shldr

Surface

Natural

Variable

Varia

ble

Variable

Varia

ble

Bench

Bench

specified

Catch drain where

ShldrVergeShldr Verge

A02

A01A03A03

A01

A01

A01

’SO’ Gutter (R15)’SO’ Gutter (R15)

’SO’ Gutter (R15) ’SO’ Gutter (R15)

Geotextile (R63)Geotextile (R63)

where specified

Wire Rope Safety Barrier

CROSS SECTION XSP1

NARROW MEDIAN AND NORMAL CROSSFALL

SOIL CUTTING WITH ’SO’ GUTTER AND DRAINAGE LAYER

Drainage Layer (R44)Geotextile (R63)}

}Drainage Layer (R44)

Geotextile (R63)

CROSS SECTION XSP2

DEPRESSED MEDIAN AND NORMAL CROSSFALL


See note 3 See note 3

See note 3See note 3


06

NOTES


WITH FLAT GRATES/CROSS FALL.

PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT IN WET ENVIRONMENTS4.






SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

4 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


Lane Lane


Lane Lane Lane Lane

NOT TO SCALE

NOT TO SCALE

Shldr

Verge

S/B Lane S/B Lane

Shldr

VergeShldr

Verge Shldr

Verge

Surface

Natural

Variable

Varia

ble

Variable

Varia

ble

specified

Catch drain where

Bench

Bench

Natural

Surface

Shldr

Shldr

Shldr

Shldr

Depressed MedianVerge VergeVerge Verge

Variable

Varia

ble

A03A03 A04A04

A03 A04A05

A01


}

Drainage Layer (R44)Geotextile (R63)

See note 3}Drainage Layer (R44)

Geotextile (R63)

See note 3

CROSS SECTION XSP3

DEPRESSED MEDIAN WITH FULL SUPERELEVATION


CROSS SECTION XSP4


SOIL CUTTING WITH TABLE DRAIN AND DRAINAGE LAYER

Drainage Layer (R44)Geotextile (R63)}

See note 3Drainage Layer (R44)Geotextile (R63)}

See note 3

See note 2

See note 2

See note 4

07

NOTES


THAN 2%.

MATERIAL ZONE AND LONGITUDINAL GRADE OF DEPRESSED MEDIAN IS LESS

DEPRESSED MEDIAN DRAIN INVERT IS ABOVE THE BASE OF THE SELECTED

ADJACENTPROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT WHERE 2.



SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

4 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


Verge Verge

Lane Lane Lane Lane

Lane Lane Lane Lane

NOT TO SCALE

NOT TO SCALE

Shldr Shldr

SurfaceNatural

Depressed Median

Shldr Shldr

Variable

Variabl

e

VergeVerge

ShldrShldrVerge

Shldr

Verge Depressed Median

Natural Existing Road

Surface

Verge

Shldr

Verge

Variable

A08A07A07

A08

A07 A07A06

A06


CROSS SECTION XSP5

DEPRESSED MEDIAN WITH NORMAL CROSSFALL

SOIL CUTTING WITH ’SO’ GUTTER AND NO DRAINAGE LAYER

CROSS SECTION XSP6

DEPRESSED MEDIAN WITH NORMAL CROSSFALL

SOIL CUTTING WITH TABLE DRAIN AND NO DRAINAGE LAYER



08


TABLE DRAIN INVERT IS ABOVE THE BASE OF THE SELECTED MATERIAL ZONE.

PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT WHERE ADJACENT3.

THAN 2%.






NOTES

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

5 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


NOT TO SCALE

NOT TO SCALE

Natural

SurfaceShldr

Shldr

Shldr

Shldr

Depressed MedianVerge VergeVerge Verge

Varia

ble

Variable

Shldr Shldr

VergeVerge ShldrShldr

Surface

Natural

Safety FenceWire Rope

Variable

Varia

ble

A10

A09

A08A07 A08

A07

A09


Lane Lane Lane Lane

Lane Lane Lane Lane

CROSS SECTION XSP7


SOIL CUTTING WITH TABLE DRAIN AND NO DRAINAGE LAYER

CROSS SECTION XSP8

NARROW MEDIAN AND NORMAL CROSSFALL

EMBANKMENT WITH ’SO’ GUTTER AND SAFETY BARRIER


09


THAN 2%.






NOTES

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

5 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


NOT TO SCALE

NOT TO SCALE

Verge

Shldr

Depressed Median

Verge

Natural

Surface

VergeShldr

Shldr

Variable


Varia

ble

Verge

Shldr

Shldr

Verge

Shldr

Depressed Median

Existing RoadNatural

Surface

Layby Taper

VariableRight TurnLeft Turn Verge

Varia

ble

Variable

Shldr

VergeVerge

Shldr


A07 A08

A07A07 A09

A09

A09


’SO’ Gutter (R15)

Lane Lane Lane Lane

Lane Lane Lane Lane

CROSS SECTION XSP10

(AUXILIARY FEATURES INCLUDING TURNING LANES AND LAYBY)

DEPRESSED MEDIAN AND FULL SUPERELEVATION


CROSS SECTION XSP9




See note 2

10


NOTES

THAN 2%.






SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

6 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


NOT TO SCALE

NOT TO SCALE

ShldrVergeShldr VergeVerge

Shldr


Existing RoadNatural Surface

Shldr

VariableVariab

le

ShldrVergeShldr VergeVerge

Shldr


Existing RoadNatural Surface

Variable

Variable

Shldr



A08 A07

A08

A08

A07A07

A08

Lane Lane Lane Lane

Lane Lane Lane Lane

CROSS SECTION XSP11


EMBANKMENT WITH NO ’SO’ GUTTER AND SAFETY BARRIER

CROSS SECTION XSP12

DEPRESSED MEDIAN AND FULL SUPERELEVATION

EMBANKMENT WITH NO ’SO’ GUTTER AND NO SAFETY BARRIER


See note 2

11

NOTES


THAN 2%.









SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

6 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


NOT TO SCALE

Shldr

Shldr Verge

Surface

Depressed Median VergeShldr

Verge Shldr

Verge

Natural

Variable ’SO’ Gutter where specified

Variable

A07

A09

A01 A03

NOT TO SCALE

Shldr Verge

Shldr

VergeShldr

Shldr

Verge

Surface

Natural

Verge

specified.

Catch drain where


A01

A03A03

A01



Lane Lane Lane Lane

BenchLane LaneLane Lane

Bench

}

Drainage Layer (R44)Geotextile (R63)

See note 3

CROSS SECTION XSP13


SIDE CUTTING AND EMBANKMENT ON NATURAL CROSS SLOPE

See note 4

}Drainage Layer (R44)

Geotextile (R63)

See note 3

Geotextile (R63)Drainage Layer (R44)

}

See note 3

CROSS SECTION XSP14


HARD ROCK CUTTING WITH ’SO’ GUTTER AND DRAINAGE LAYER

See note 2

See note 2

12





NOTES

SHEET No

No OF SHEETS

12


0000.000.PT.0009

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

1

PenTable :

PlotDriver :

FilePath :

Printe

d b

y

1:2

8:3

7 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 1 - P

AV

EM

EN

T D

RAIN

AG

E - T

YPIC

AL C

RO

SS S

EC

TIO

NS\m


gn

tetlero

b




APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DESIGN AND LOCATION


NOT TO SCALE

CyclewayFootway Parking

Median

CyclewayVerge

Boundary

Boundary

Right Turn

A12A11 A13

(R15)Gutter’SO’

’SA’ Kerb (R15)

Geotextile (R63)

NOT TO SCALE

MedianBus Stop

Cycleway

Cycleway

1.3 HighPedestrian Fence

Natural A14

A12A11

’SA’ Kerb (R15) ’SA" Kerb (R15)

Geotextile (R63)

Lane Lane Lane Lane

Footway FootwayLane Lane Lane Lane

CROSS SECTION XSP15

RAISED MEDIAN AND NORMAL CROSSFALL

30m ROAD RESERVE WIDTH

URBAN SECTION

CROSS SECTION XSP16

RAISED MEDIAN AND FULL SUPERELEVATION

VARIABLE ROAD RESERVE WIDTH

URBAN SECTION

See note 2

See note 2

standard pavement subsurface drainage details · prepared by: pavement structures section g....

Documents