Pe n Ta b l e Po t Dr v e r : Fe Pa t h : Pr i n t e d by 1 00 39 PM a t 16 / 08 / 2012 on PAV_ BL ACK_ GREY. t b PAV_ PDF. p lt c f g G:\ Op s \ Pa v e me n t s \ J ob s \ Fe x b e Pa v e me n t s \ c u rr e n t p r o j ec t s \ Typ p a vd r a i n a g e d r g e d3 r e v2 P1347 \ 1 . W o r k \ VOL UME 3 - FULLDEPTH ASPHALT PAVEMENT DETAL S\ md . p t a . d e t a s _010 . dgn t e tl e r ob 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.0011 ISSUE 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
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PenTable :
PlotDriver :
FilePath :
Printe
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on
PA
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GR
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PA
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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
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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
tetlerob
Stamp
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
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TH A
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AV
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S\m
d.pta.d
etails_020.d
gn
tetlero
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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
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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
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ULL D
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TH A
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LT P
AV
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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
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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