STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS · 2012-10-26 · 3.details of work other than...

related drawings:

VOLUME 5 - RIGID PAVEMENT DETAILS

VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS

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VOLUME 4 - ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS

VOLUME 3 - FULL DEPTH ASPHALT PAVEMENT DETAILS

VOLUME 2 - GRANULAR PAVEMENT WITH BITUMINOUS SURFACING DETAILS

' COPYRIGHT ROADS AND MARITIME SERVICES

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PAVEMENT STRUCTURES SECTION

PREPARED BY:

SHEET No

No OF SHEETS

07

0000.000.PT.0012ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4

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

tetlerob

Stamp

02

REVISION REGISTER AND INDEX

SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4

ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS

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



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

3/0 ALL COMPLETE REVISION

* DENOTES PRINCIPAL ROAD PAVEMENT AND GEOTECHNICAL ENGINEER

28.10.2010PRP&GE*

*PRP&GEMINOR REVISIONALL3/1 15.04.2011

3/2 ALL MINOR REVISION PRP&GE* 16/08/2012

02-

- COVER SHEET01

INDEX

REVISION REGISTER AND INDEX

PTC

07

07

06

ED/REV ISSUE DETAILSHEET AUTHORISED DATE

REVISION REGISTER

03

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

Trench Drain and Drainage Layer under Low ’SO’ Kerb

Drainage Layer under High Pavement Edge (Possible Trench Drain)

High Pavement Edge No Drainage Layer (Possible Trench Drain)

A01-C

A02-C

A03-C

A04-C

A05-C

A06-C

A07-C

A08-C

A09-C

A10-C

A11-C

A12-C

A13-C

A14-C

Asphalt over Bound Subbase Pavement Structure

03

STANDARD PTC 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.

BOUND SUBBASE:

COMPACTED CONCRETE.

SUBBASE LAYER MAY BE STABILISED GRANULAR MATERIAL, LEAN MIX CONCRETE OR ROLLER1.

SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

NOT TO SCALE

PAVEMENT STRUCTURE

ASPHALT OVER BOUND SUBBASE

Asphalt thickness variable

DETAIL PTC

7mm sprayed seal

7mm sprayed seal

Selected Material

300mm (min)

Drainage Layer

Possible

Subgrade

Material

Bound Subbase

Asphalt

04

STANDARD PTC DETAILS

NOTES

ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.5.

TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.4.

ARE NOT APPROPRIATE FOR ALL PROJECTS.

DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED AS TYPICAL SITUATION ONLY AND3.

OGAC IS ON THE LOW SIDE TO PREVENT PONDING AGAINST THE ADJACENT PAVEMENT WEARING COURSE.

WHERE OGAC ABUTS OTHER TYPE OF WEARING COURSE AT TRANSVERSE PAVEMENT JOINTS, ENSURE2.

OF THE ADJACENT SHOULDER OR VERGE.

FOR DRAINAGE PLACE OGAC WEARING COURSE ABOVE THE LIP OF KERB OR FINISHED SURFACE LEVEL1.

SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

DRAINAGE LAYER

SELECTED MATERIAL ZONE

CROSSFALL

TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW ’SO’ KERB

DETAIL A01-C

MIN

500

DRAINAGE LAYER


CROSSFALL

GENERAL FILL

CROSSFALL

DRAINAGE LAYER


GEOTEXTILE (R63)

DETAIL A02-C

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS WITH DRAINAGE LAYER

300 300

GEOTEXTILE (R63)

CROSSFALL

DRAINAGE LAYER


GEOTEXTILE (R63)

VERGE MATERIAL

MIN

500

DETAIL A03-C

DRAINAGE LAYER UNDER HIGH PAVEMENT EDGE (POSSIBLE TRENCH DRAIN)

DRAINAGE LAYER

SELECTED MATERIAL ZONEVERGE MATERIAL

MIN

500

GEOTEXTILE (R63)

CROSSFALL

DETAIL A04-C

TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW PAVEMENT EDGE

100

100

500

W

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)

100 50

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

WIRE ROPE SAFETY BARRIER

BOUND SUBBASE

ASPHALT

7mm SPRAYED SEAL

MIN

150

ASPHALT ASPHALT

BOUND SUBBASE BOUND SUBBASE

7mm SPRAYED SEAL 7mm SPRAYED SEAL

ASPHALT

BOUND SUBBASE

7mm SPRAYED SEAL

7mm SPRAYED SEAL

ASPHALT

BOUND SUBBASE

OR NO FINES CONCRETE (3222)

GRADE F20 AGGREGATE (3580)

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE




GRADE F20 AGGREGATE




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

GRANULAR BASE (3051) GRANULAR BASE (3051)

SPRAYED SEAL

FOOTING

MIN

150

MIN

150

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

(3556) WRAPPED IN GEOTEXTILE (R63)

(3553) OR 300mm RIGID STRIP FILTER

WITH SEAMLESS TUBULAR FILTER FABRIC



MIN

100

OF CUTTING AND CUTTING IS WET

DOES NOT EXTEND FOR THE FULL WIDTH

OF PAVEMENT WHERE DRAINAGE LAYER

PROVIDE TRENCH DRAIN ON HIGH SIDE

300 300

50

05


NOTES







SHOULDER OR VERGE.

PLACE OGAC WEARING COURSE ABOVE THE LIP OF KERB OR FINISHED SURFACE LEVEL OF THE ADJACENT1.

SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

TRENCH DRAIN AND DRAINAGE LAYER UNDER HIGH ’SO’ KERB

DETAIL A05-C

NOT TO SCALE

GUIDE POST

100

GEOTEXTILE (R63)

VERGE MATERIAL


DRAINAGE LAYER

CROSSFALL

100

MIN

500

500

GEOTEXTILE (R63)

’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

CROSSFALL

DETAIL A06-C

W

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

MIN

300

CROSSFALL


VERGE MATERIAL

DETAIL A07-C

1 000

GUIDE POST

NOT TO SCALE

100

MIN

300

W

GEOTEXTILE (R63)

SELECTED MATERIAL ZONEVERGE MATERIAL

CROSSFALL

DETAIL A08-C

1 000

GUIDE POST

NOT TO SCALE

100

MIN

300

W

GEOTEXTILE (R63)

ASPHALT

ASPHALT

7mm SPRAYED SEAL


HIGH PAVEMENT EDGE NO DRAINAGE LAYER (POSSIBLE TRENCH DRAIN)

7mm SPRAYED SEAL

ASPHALT


7mm SPRAYED SEAL

BOUND SUBBASE

ASPHALT

BOUND SUBBASE

TRENCH DRAIN UNDER LOW PAVEMENT EDGE NO DRAINAGE LAYER

BOUND SUBBASE

7mm SPRAYED SEAL


GRADE F20 AGGREGATE







WRAPPED IN GEOTEXTILE (R63)

OR 150 mm RIGID STRIP FILTER (3556)

WITH SEAMLESS TUBULAR FILTER FABRIC (3553)




TRENCH DRAIN (R33)

50

TRENCH DRAIN (R33) TRENCH DRAIN (R33)

50

MIN

150

MIN

100

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

300300

06


NOTES







SHOULDER OR VERGE.


SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE


CROSSFALL

DETAIL A09-C


GEOTEXTILE (R63)

10050

NOT TO SCALE

MIN

300

100

1 000 W


CROSSFALL CROSSFALL


DETAIL A10-C

NOT TO SCALE

WIRE ROPE SAFETY BARRIER

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS NO DRAINAGE LAYER

CROSSFALL

DETAIL A11-C

GEOTEXTILE (R63)

GEOTEXTILE (R63)100

50

NOT TO SCALE

100

TRENCH DRAIN UNDER LOW ’SA’ KERB NO DRAINAGE LAYER

MIN

300


DETAIL A12-C

NOT TO SCALE

NORMAL MEDIAN BETWEEN SUPERELEVATED PAVEMENTS NO DRAINAGE LAYER

CROSSFALLCROSSFALL

GUTTER PROFILE (R15)

’SA’ KERB AND

7mm SPRAYED SEAL

ASPHALT

ASPHALT

7mm SPRAYED SEAL 7mm SPRAYED SEAL

ASPHALT

7mm SPRAYED SEAL

ASPHALT

GRANULAR BASE

MIN

150

BOUND SUBBASE

ASPHALT


300 300

BOUND SUBBASE


MIN

150

ASPHALT

BOUND SUBBASE

7mm SPRAYED SEAL

TRENCH DRAIN (R33)

NO FINES CONCRETE (3222)GRANULAR BASE (3051) GRANULAR BASE (3051)

FOOTING

SPRAYED SEAL


TRENCH DRAIN (R33)

1 000 W

SAFETY BARRIER

MIN

100

MATERIAL

VERGE

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

MIN

100

MATERIAL

VERGE

’SF’ KERB PROFILE (R15)

’SF’ KERB PROFILE (R15)

(MIN 100)

MEDIAN N20

RAISED CONCRETE

07


NOTES







SHOULDER OR VERGE.


SHEET No

No OF SHEETS

07


0000.000.PT.0012

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

4



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

16/08/2012

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

VARIA

BLE

W

10050

100

MIN

300

DETAIL A13-C

NOT TO SCALE

TRENCH DRAIN UNDER LOW ’SO’ KERB NO DRAINAGE LAYER

CROSSFALL


CROSSFALL

VERGE MATERIAL

GEOTEXTILE (R63)



DETAIL A14-C

NOT TO SCALE

CROSSFALL

100

MIN

300

GEOTEXTILE (R63)

MIN

150

100

50

GUTTER PROFILE (R15)

’SA’ KERB AND

TRENCH DRAIN UNDER HIGH ’SA’ KERB NO DRAINAGE LAYER

VERGE MATERIAL

ASPHALTASPHALT

BOUND SUBBASE

7mm SPRAYED SEAL

BOUND SUBBASE

7mm SPRAYED SEAL

W 1 000


TRENCH DRAIN (R33)


TRENCH DRAIN (R33)

MIN

150

MIN

100

MIN

100

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS · 2012-10-26 · 3.details of work other than...

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