STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS …

related drawings:

VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS

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VOLUME 5 - RIGID PAVEMENT DETAILS

VOLUME 3 - FULL DEPTH ASPHALT PAVEMENT DETAILS

VOLUME 2 - GRANULAR PAVEMENT WITH BITUMINOUS SURFACING DETAILS

DRAINAGE DETAILS

STANDARD PAVEMENT SUBSURFACE

' COPYRIGHT ROADS AND MARITIME SERVICES

NETWORK MANAGEMENT

ENGINEERING TECHNOLOGY

PAVEMENT STRUCTURES SECTION

PREPARED BY:

AND GEOTECHNICAL ENGINEER

PRINCIPAL ROAD PAVEMENT

SIGNED DATE

SIGNED DATE

J. ALLEN

G. VOROBIEFF

SHEET No

No OF SHEETS

09

0000.000.PT.0013ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5

REGISTRATION No OF PLANS

01

VOLUME 1 - DESIGN AND LOCATION

VOLUME 4 - ASPHALT OVER BOUND SUBBASE PAVEMENT DETAILS

TECHNOLOGIST (FLEXIBLE PAVEMENTS)

SUPERVISING PAVEMENT

RECOMMENDED FOR APPROVAL

APPROVED FOR USE

tetlerob

Stamp

02

REVISION REGISTER AND INDEX

SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5

RIGID 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

A3 ORIGINAL

ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION

ISSUE STATUS:

CHCK

FOR AMENDMENTS REFER TO SHEET No 02

FOR USE

16/08/2012

ED/REV SHEET ISSUE DETAIL AUTHORISED DATE

08

08

07

08

08

09

03

SHEETDETAIL

05

05

06

06

07

07

06

04

04

04

04

06

07

05

A01-R

A02-R

A03-R

A04-R

A05-R

A06-R

A07-R

A08-R

A09-R

A10-R

A11-R

A12-R

A13-R

A14-R

A16-R

A15-R

A17-R

A18-R

A19-R

A20-R

PTR

DESCRIPTION

Narrow Median between Normal Crossfall Pavements with Drainage Layer

Narrow Median between Normal Crossfall Pavements No Drainage Layer

Narrow Median between Superelevated Pavements No Drainage Layer

Typical Rigid Pavement Structure

Trench Drain and Drainage Layer under Low Integral ’SO’ Kerb

Trench Drain under Low Integral ’SO’ Kerb No Drainage Layer

Trench Drain under Low Integral ’SA’ Kerb No Drainage Layer

Trench Drain and Drainage Layer under High Integral ’SO’ Kerb

Trench Drain under Low Integral ’SO’ Kerb No Drainage Layer

Trench Drain under Low Integral ’SO’ Kerb with Guard Fence 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

High Pavement Edge No Drainage Layer (Possible Trench Drain)

Drainage Layer under High Pavement Edge (Possible Trench Drain)

REVISION REGISTER

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*

A07-R 05 High Pavement Edge No Drainage Layer (No Trench Drain)

-

- 01

02

COVER SHEET

INDEX

REVISION REGISTER AND INDEX

16.08.2012

03

STANDARD PTR 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

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

NOT TO SCALE

RIGID PAVEMENT STRUCTURE

DETAIL PTR

or steel fibre reinforced concrete (SFCP)

Jointed reinforced concrete (JRCP)

Continuously reinforced concrete (CRCP)

Plain (unreinforced) Concrete (PCP)

Concrete base may consist of

(except under SFCP)

Debonding/7mm sprayed seal

7mm sprayed seal

Subbase (LCS)

Concrete

Lean-mix

Concrete Base

Selected Material

300mm (min)

Drainage Layer

Possible

Subgrade

04

*

STANDARD PTR DETAILS

NOTES

ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.5.

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

PLACED AGAINST FACE OF BASE CONCRETE, GEOTEXTILE IS NOT TO BE DAYLIGHTED.

REFER TO STANDARD CONCRETE PAVEMENT DRAWINGS FOR EXTENT OF GEOTEXTILE3.

AS TYPICAL SITUATION ONLY AND ARE NOT APPROPRIATE FOR ALL PROJECTS.

DETAILS OF WORK OTHER THAN SUBSURFACE DRAINAGE ARE DEPICTED2.

THE SAME LINE AND LEVEL AS ADJACENT LEAN MIX CONCRETE SUBBASE.

DENOTES ALL NFC EDGE DRAINS UNDER KERBS MUST BE FORMED TO1.

SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

CONCRETE BASE

DRAINAGE LAYER

SELECTED MATERIAL ZONE

CROSSFALL

DETAIL A01-R

MIN

500

VARIA

BLE

CONCRETE BASE

DRAINAGE LAYER


CROSSFALL

GENERAL FILL

CROSSFALL

DRAINAGE LAYER


CONCRETE BASE

GEOTEXTILE (R63)

DETAIL A02-R

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS WITH DRAINAGE LAYER

50 50

300 300

GEOTEXTILE (R63)

CROSSFALL

DRAINAGE LAYER


CONCRETE BASE

GEOTEXTILE (R63)

VERGE MATERIAL

MIN

500

DETAIL A03-R

DRAINAGE LAYER UNDER HIGH PAVEMENT EDGE (POSSIBLE TRENCH DRAIN)

DRAINAGE LAYER


CONCRETE BASE

VERGE MATERIAL

MIN

500

GEOTEXTILE (R63)

CROSSFALL

DETAIL A04-R

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

GRANULAR BASE GRANULAR BASE

WIRE ROPE SAFETY BARRIER

LCS

7mm SPRAYED SEAL

(WHERE INTEGRAL KERB IS USED, USE DETAIL A15-R)

EDGE AND TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW SO KERB

LCSLCS

7mm SPRAYED SEAL 7mm SPRAYED SEAL

SEPARATION FROM VERGE MATERIAL

BASE AND SUBBASE LAYERS TO PROVIDE

PLACE GEOTEXTILE AGAINST FACE OF

7mm SPRAYED SEAL

LCS

50

7mm SPRAYED SEAL

*

100

LCS

TIEBAR

OR NO FINES CONCRETE (3222)

GRADE F20 AGGREGATE (3580)

FILTER MATERIAL (3580)

GRADE F20 AGGREGATE




GRADE F20 AGGREGATE




GRADE F20 AGGREGATE

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

(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

FOOTING

NO FINES CONCRETE (3222)






MIN

150

MIN

150

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

05


*









NOTES

SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

DETAIL A05-R

NOT TO SCALE

GUIDE POST

100

GEOTEXTILE (R63)

VERGE MATERIAL

MIN

150

CONCRETE BASE


DRAINAGE LAYER

CROSSFALL

100

MIN

500

500

’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

CONCRETE BASE


CROSSFALL

DETAIL A06-R

W

MIN

150

VERGE MATERIAL

GEOTEXTILE (R63)

GUIDE POST

100 50

NOT TO SCALE

100

W

MIN

300

CROSSFALL


CONCRETE BASE

VERGE MATERIAL

500

GUIDE POST

NOT TO SCALE

100

MIN

300

W

GEOTEXTILE (R63)


TRENCH DRAIN AND DRAINAGE LAYER, HIGH SO KERB

LCS

7mm SPRAYED SEAL


BASE AND SUBBASE LAYERS TO PROVIDE

PLACE GEOTEXTILE AGAINST FACE OF

TIEBAR

LCS


EDGE AND TRENCH DRAIN, LOW SO KERB NO DRAINAGE LAYER*


TIEBAR

THE BASE CONCRETE

AT THE EDGE PRIOR TO POURING

GEOTEXTILE MUST BE SECURED

7mm SPRAYED SEAL

LCS

DETAIL A07-R TRENCH DRAIN

HIGH PAVEMENT EDGE NO DRAINAGE LAYER (POSSIBLE TRENCH DRAIN)

7mm SPRAYED SEAL

CROSSFALL


CONCRETE BASE

VERGE MATERIAL

GUIDE POST

NOT TO SCALE

LCS

7mm SPRAYED SEAL

DETAIL A07-R NO TRENCH DRAIN

HIGH PAVEMENT EDGE NO DRAINAGE LAYER (NO TRENCH DRAIN)




GRADE F20 AGGREGATE

TRENCH DRAIN (R33)

MIN

150

TRENCH DRAIN (R33)

NOM

50

NOM

50


AND SUBBASE LAYERS TO PROVIDE

PLACE GEOTEXTILE AGAINST FACE OF BASE


AND SUBBASE LAYERS TO PROVIDE

PLACE GEOTEXTILE AGAINST FACE OF BASE


MIN

100

LONGITUDINAL GRADE OF DEPRESSED MEDIAN IS LESS THAN 2%.

ABOVE THE BASE OF THE SELECTED MATERIAL ZONE AND

WHERE ADJACENT DEPRESSED MEDIAN DRAIN INVERT IS

PROVIDE TRENCH DRAIN ON HIGH SIDE OF PAVEMENT

WRAPPED IN GEOTEXTILE (R63)

OR 150mm RIGID STRIP FILTER (3556)

WITH SEAMLESS TUBULAR FILTER FABRIC (3553)



06


*NOTES









SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

SELECTED MATERIAL ZONEVERGE MATERIAL

CROSSFALL

DETAIL A08-R

500

GUIDE POST

NOT TO SCALE

100

MIN

300

W

CONCRETE BASE


CROSSFALL

DETAIL A09-R

MIN

150


GEOTEXTILE (R63)

10050

NOT TO SCALE

CONCRETE BASE


CROSSFALL

DETAIL A11-R

GEOTEXTILE (R63)

10050

NOT TO SCALE

100

MIN

300

MIN

150

VERGE MATERIAL

GUTTER PROFILE (R15)

’SA’ KERB AND

100

LCS

CONCRETE BASE

7mm SPRAYED SEAL

50

GEOTEXTILE (R63)

EDGE AND TRENCH DRAIN, LOW PAVEMENT EDGE NO DRAINAGE LAYER

TIEBAR

LCS

7mm SPRAYED SEAL

1 000

Ø65 PIPE

*

CONCRETE BASE


CROSSFALL CROSSFALL


CONCRETE BASE

DETAIL A10-R

50 50

NOT TO SCALE

GRANULAR BASE GRANULAR BASE

WIRE ROPE SAFETY BARRIER

NARROW MEDIAN BETWEEN NORMAL CROSSFALL PAVEMENTS NO DRAINAGE LAYER

LCSLCS

7mm SPRAYED SEAL7mm SPRAYED SEAL

GEOTEXTILE (R63)

GEOTEXTILE (R63)

LCS


EDGE AND TRENCH DRAIN UNDER LOW SA KERB NO DRAINAGE LAYER*

TIEBAR

7mm SPRAYED SEAL

MIN

150


TRENCH DRAIN (R33)

MIN

150NO FINES CONCRETE (3222)

SPRAYED SEAL

FOOTING

TRENCH DRAIN (R33)

1 000 W

SAFETY BARRIER


EDGE DRAIN UNDER LOW SO KERB WITH SAFETY BARRIER NO DRAINAGE LAYER

MATERIAL

VERGE

MIN

100

MIN

100


07


*NOTES









SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

CONCRETE BASE


DETAIL A12-R

NOT TO SCALE

NARROW MEDIAN BETWEEN SUPERELEVATED PAVEMENTS NO DRAINAGE LAYER

CROSSFALL

’SF’ KERB PROFILE (R15)CROSSFALL

LCS

MIN

500

MIN

500

7mm SPRAYED SEALTIEBAR

W

MIN

150

10050

100

DETAIL A13-R

NOT TO SCALE

CONCRETE BASE

CROSSFALL


GEOTEXTILE (R63)


CONCRETE BASE


DETAIL A14-R

NOT TO SCALE

CROSSFALL

100

GEOTEXTILE (R63)

MIN

150

100

GUTTER PROFILE (R15)

’SA’ KERB AND

LCS


EDGE AND TRENCH DRAIN UNDER LOW SO KERB NO DRAINAGE LAYER*

TIEBAR

7mm SPRAYED SEAL

THE BASE CONCRETE



LCS

7mm SPRAYED SEAL

TIEBAR

THE BASE CONCRETE



TRENCH DRAIN UNDER HIGH ’SA’ KERB NO DRAINAGE LAYER*

CONCRETE BASE

DRAINAGE LAYER


CROSSFALL

MIN

500

100

100

500

W

VERGE MATERIAL

GEOTEXTILE (R63)

GUIDE POST’SO’ GUTTER PROFILE (R15)

GEOTEXTILE (R63)

50

NOT TO SCALE

LCS

7mm SPRAYED SEAL

MIN

150

100

200

EDGE AND TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW INTEGRAL SO KERB

DETAIL A15-R

MIN

300

VERGE MATERIAL

MIN

300

VERGE MATERIAL




GRADE F20 AGGREGATE


NO FINES CONCRETE (3222)NO FINES CONCRETE (3222)

TRENCH DRAIN (R33)

TRENCH DRAIN (R33)

FILLER (3556) WRAPPED IN GEOTEXTILE (R63)

FILTER FABRIC (3553) OR 300mm RIGID STRIP

DRAINAGE PIPE (3552) WITH SEAMLESS TUBULAR

2 x 100mm CORRUGATED PERFORATED PLASTIC

GEOTEXTILE (R63)

W 1 000

MIN

150

MIN

100

MIN

100

(MIN 100)

MEDIAN N20

RAISED CONCRETE

’SF’ KERB PROFILE (R15)

08


NOTES







SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

W

MIN

150

50

100

DETAIL A19-R

NOT TO SCALE

CONCRETE BASE

CROSSFALL



LCS

7mm SPRAYED SEAL

CONCRETE BASE


CROSSFALL

W

VERGE MATERIAL

GUIDE POST ’SO’ GUTTER PROFILE (R15)

50

NOT TO SCALE

LCS

7mm SPRAYED SEAL

MIN

150

100

DETAIL A17-RDETAIL A16-R

NOT TO SCALE

GUIDE POST

50MIN

150

CONCRETE BASE


DRAINAGE LAYER

CROSSFALL

100

MIN

500

500

W

200

TRENCH DRAIN AND DRAINAGE LAYER, HIGH INTEGRAL SO KERB

LCS

VERGE MATERIAL


7mm SPRAYED SEAL

GEOTEXTILE (R63)

EDGE AND TRENCH DRAIN, LOW INTEGRAL SO KERB NO DRAINAGE LAYER

100

CONCRETE BASE


CROSSFALL

W

50

NOT TO SCALE

LCS

7mm SPRAYED SEAL

100

DETAIL A18-R

EDGE AND TRENCH DRAIN, LOW INTEGRAL SA KERB NO DRAINAGE LAYER

100

SA KERB (R15)

VERGE MATERIALGEOTEXTILE (R63)

GEOTEXTILE (R63)

EDGE AND TRENCH DRAIN, LOW INTEGRAL SO KERB NO DRAINAGE LAYER

GUIDE POST

100

MIN

300

500

500

MIN

300

500

MIN

300

VERGE MATERIAL




GRADE F20 AGGREGATE









TRENCH DRAIN (R33)

GEOTEXTILE (R63)

TRENCH DRAIN (R33)

TRENCH DRAIN (R33)

MIN

150

MIN

150

MIN

150

GEOTEXTILE (R63)

GEOTEXTILE (R63)

09


NOTES







SHEET No

No OF SHEETS

09


0000.000.PT.0013

REGISTRATION NUMBER

ISSUE

ED3 REV 2

No OF VOLUMES

6

VOLUME No

5



PenTable :

PlotDriver :

FilePath :

Printe

d b

y

11:0

4:0

0 A

Mat

17/0

8/2

012

on

PA

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BL

AC

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PA

V_P

DF.pltcfg

G:\

Ops\P

ave

ments\J

obs\Fle

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ave

ments\c

urrent projects\T

yp p

av drainage drg e

d3 rev2 P

1347\1.

Work\V

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T D

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AIL

S\m

d.ptr.d

etails_090.d

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APPROVED FOR USE

NETWORK MANAGEMENT



G. VOROBIEFF

A3 ORIGINAL


ISSUE STATUS:

CHCK


FOR USE

16/08/2012

CONCRETE BASE


CROSSFALL

DETAIL A20-R

MIN

150


GEOTEXTILE (R63)

50

NOT TO SCALE

LCS

7mm SPRAYED SEAL

Ø65 PIPE

VERGE MATERIAL

100


MIN

150

SAFETY BARRIER

EDGE DRAIN, LOW INTEGRAL SO KERB WITH SAFETY BARRIER NO DRAINAGE LAYER

Documents

STANDARD PAVEMENT SUBSURFACE DRAINAGE DETAILS …