related drawings:
VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
4 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_010.d
gn
tetlero
b
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
02
REVISION REGISTER AND INDEX
SHEET No
No OF SHEETS
09
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
4 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_020.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
5 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_030.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
5 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_040.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
CONCRETE BASE
DRAINAGE LAYER
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A01-R
MIN
500
VARIA
BLE
CONCRETE BASE
DRAINAGE LAYER
SELECTED MATERIAL ZONE
CROSSFALL
GENERAL FILL
CROSSFALL
DRAINAGE LAYER
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
CONCRETE BASE
GEOTEXTILE (R63)
VERGE MATERIAL
MIN
500
DETAIL A03-R
DRAINAGE LAYER UNDER HIGH PAVEMENT EDGE (POSSIBLE TRENCH DRAIN)
DRAINAGE LAYER
SELECTED MATERIAL ZONE
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
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
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)
(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
MIN
100
NO FINES CONCRETE (3222)
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 PTR DETAILS
*
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.
NOTES
SHEET No
No OF SHEETS
09
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
6 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_050.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
DETAIL A05-R
NOT TO SCALE
GUIDE POST
100
GEOTEXTILE (R63)
VERGE MATERIAL
MIN
150
CONCRETE BASE
SELECTED MATERIAL ZONE
DRAINAGE LAYER
CROSSFALL
100
MIN
500
500
’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
CONCRETE BASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A06-R
W
MIN
150
VERGE MATERIAL
GEOTEXTILE (R63)
GUIDE POST
100 50
NOT TO SCALE
100
W
MIN
300
CROSSFALL
SELECTED MATERIAL ZONE
CONCRETE BASE
VERGE MATERIAL
500
GUIDE POST
NOT TO SCALE
100
MIN
300
W
GEOTEXTILE (R63)
(WHERE INTEGRAL KERB IS USED, USE DETAIL A16-R)
TRENCH DRAIN AND DRAINAGE LAYER, HIGH SO KERB
LCS
7mm SPRAYED SEAL
SEPARATION FROM VERGE MATERIAL
BASE AND SUBBASE LAYERS TO PROVIDE
PLACE GEOTEXTILE AGAINST FACE OF
TIEBAR
LCS
(WHERE INTEGRAL KERB IS USED, USE DETAIL A17-R)
EDGE AND TRENCH DRAIN, LOW SO KERB NO DRAINAGE LAYER*
’SO’ GUTTER PROFILE (R15)
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
SELECTED MATERIAL ZONE
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)
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
TRENCH DRAIN (R33)
MIN
150
TRENCH DRAIN (R33)
NOM
50
NOM
50
SEPARATION FROM VERGE MATERIAL
AND SUBBASE LAYERS TO PROVIDE
PLACE GEOTEXTILE AGAINST FACE OF BASE
SEPARATION FROM VERGE MATERIAL
AND SUBBASE LAYERS TO PROVIDE
PLACE GEOTEXTILE AGAINST FACE OF BASE
NO FINES CONCRETE (3222)
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)
PLASTIC DRAINAGE PIPE (3552)
1 x 100mm CORRUGATED PERFORATED
06
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
7 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_060.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
SELECTED MATERIAL ZONEVERGE MATERIAL
CROSSFALL
DETAIL A08-R
500
GUIDE POST
NOT TO SCALE
100
MIN
300
W
CONCRETE BASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A09-R
MIN
150
’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
10050
NOT TO SCALE
CONCRETE BASE
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
CROSSFALL CROSSFALL
SELECTED MATERIAL ZONE
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
(WHERE INTEGRAL KERB IS USED, USE DETAIL A18-R)
EDGE AND TRENCH DRAIN UNDER LOW SA KERB NO DRAINAGE LAYER*
TIEBAR
7mm SPRAYED SEAL
MIN
150
NO FINES CONCRETE (3222)
TRENCH DRAIN (R33)
MIN
150NO FINES CONCRETE (3222)
SPRAYED SEAL
FOOTING
TRENCH DRAIN (R33)
1 000 W
SAFETY BARRIER
(WHERE INTEGRAL KERB IS USED, USE DETAIL A20-R)
EDGE DRAIN UNDER LOW SO KERB WITH SAFETY BARRIER NO DRAINAGE LAYER
MATERIAL
VERGE
MIN
100
MIN
100
NO FINES CONCRETE (3222)
07
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
8 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_070.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
CONCRETE BASE
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
GEOTEXTILE (R63)
’SO’ GUTTER PROFILE (R15)
CONCRETE BASE
SELECTED MATERIAL ZONE
DETAIL A14-R
NOT TO SCALE
CROSSFALL
100
GEOTEXTILE (R63)
MIN
150
100
GUTTER PROFILE (R15)
’SA’ KERB AND
LCS
(WHERE INTEGRAL KERB IS USED, USE DETAIL A19-R)
EDGE AND TRENCH DRAIN UNDER LOW SO KERB NO DRAINAGE LAYER*
TIEBAR
7mm SPRAYED SEAL
THE BASE CONCRETE
AT THE EDGE PRIOR TO POURING
GEOTEXTILE MUST BE SECURED
LCS
7mm SPRAYED SEAL
TIEBAR
THE BASE CONCRETE
AT THE EDGE PRIOR TO POURING
GEOTEXTILE MUST BE SECURED
TRENCH DRAIN UNDER HIGH ’SA’ KERB NO DRAINAGE LAYER*
CONCRETE BASE
DRAINAGE LAYER
SELECTED MATERIAL ZONE
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
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
NO FINES CONCRETE (3222)
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
STANDARD PTR DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.4.
TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.3.
PLACED AGAINST FACE OF BASE CONCRETE, GEOTEXTILE IS NOT TO BE DAYLIGHTED.
REFER TO STANDARD CONCRETE PAVEMENT DRAWINGS FOR EXTENT OF GEOTEXTILE2.
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
09
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
3:5
9 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_080.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
W
MIN
150
50
100
DETAIL A19-R
NOT TO SCALE
CONCRETE BASE
CROSSFALL
SELECTED MATERIAL ZONE
’SO’ GUTTER PROFILE (R15)
LCS
7mm SPRAYED SEAL
CONCRETE BASE
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
DRAINAGE LAYER
CROSSFALL
100
MIN
500
500
W
200
TRENCH DRAIN AND DRAINAGE LAYER, HIGH INTEGRAL SO KERB
LCS
VERGE MATERIAL
’SO’ GUTTER PROFILE (R15)
7mm SPRAYED SEAL
GEOTEXTILE (R63)
EDGE AND TRENCH DRAIN, LOW INTEGRAL SO KERB NO DRAINAGE LAYER
100
CONCRETE BASE
SELECTED MATERIAL ZONE
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
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
NO FINES CONCRETE (3222)
NO FINES CONCRETE (3222)
NO FINES CONCRETE (3222)
(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
TRENCH DRAIN (R33)
GEOTEXTILE (R63)
TRENCH DRAIN (R33)
TRENCH DRAIN (R33)
MIN
150
MIN
150
MIN
150
GEOTEXTILE (R63)
GEOTEXTILE (R63)
09
STANDARD PTR DETAILS
NOTES
ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.4.
TRENCH DRAIN DETAILS TO BE DESIGNED IN ACCORDANCE WITH TABLE 1 VOLUME 1.3.
PLACED AGAINST FACE OF BASE CONCRETE, GEOTEXTILE IS NOT TO BE DAYLIGHTED.
REFER TO STANDARD CONCRETE PAVEMENT DRAWINGS FOR EXTENT OF GEOTEXTILE2.
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
09
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
11:0
4:0
0 A
Mat
17/0
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 5 - RIGID P
AV
EM
EN
T D
ET
AIL
S\m
d.ptr.d
etails_090.d
gn
tetlero
b
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
AND GEOTECHNICAL ENGINEER
PRINCIPAL ROAD PAVEMENT
APPROVED FOR USE
NETWORK MANAGEMENT
ENGINEERING TECHNOLOGY
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
CONCRETE BASE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A20-R
MIN
150
’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
50
NOT TO SCALE
LCS
7mm SPRAYED SEAL
Ø65 PIPE
VERGE MATERIAL
100
NO FINES CONCRETE (3222)
MIN
150
SAFETY BARRIER
EDGE DRAIN, LOW INTEGRAL SO KERB WITH SAFETY BARRIER NO DRAINAGE LAYER