standard pavement subsurface drainage details · 2012-10-26 · 3.details of work other than...
TRANSCRIPT
related drawings:
VOLUME 5 - RIGID PAVEMENT DETAILS
VOLUME 6 - SUPPLEMENTARY MODEL DRAWINGS
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G:\
Ops\P
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obs\Fle
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urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
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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
02
REVISION REGISTER AND INDEX
SHEET No
No OF SHEETS
07
' COPYRIGHT ROADS AND MARITIME SERVICES
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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Printe
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G:\
Ops\P
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obs\Fle
xible P
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urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
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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
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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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G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
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urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
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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
16/08/2012
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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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Printe
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16/0
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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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S\m
d.ptc.d
etails_040.d
gn
tetlero
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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
16/08/2012
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
DRAINAGE LAYER
SELECTED MATERIAL ZONE
CROSSFALL
TRENCH DRAIN AND DRAINAGE LAYER UNDER LOW ’SO’ KERB
DETAIL A01-C
MIN
500
DRAINAGE LAYER
SELECTED MATERIAL ZONE
CROSSFALL
GENERAL FILL
CROSSFALL
DRAINAGE LAYER
SELECTED MATERIAL ZONE
GEOTEXTILE (R63)
DETAIL A02-C
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-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
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
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
PLASTIC DRAINAGE PIPE (3552)
2 x 100mm CORRUGATED PERFORATED
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
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.
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
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DF.pltcfg
G:\
Ops\P
ave
ments\J
obs\Fle
xible P
ave
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urrent projects\T
yp p
av drainage drg e
d3 rev2 P
1347\1.
Work\V
OL
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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
16/08/2012
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
TRENCH DRAIN AND DRAINAGE LAYER UNDER HIGH ’SO’ KERB
DETAIL A05-C
NOT TO SCALE
GUIDE POST
100
GEOTEXTILE (R63)
VERGE MATERIAL
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
HIGH PAVEMENT EDGE NO DRAINAGE LAYER (POSSIBLE TRENCH DRAIN)
7mm SPRAYED SEAL
ASPHALT
BOUND SUBBASE BOUND SUBBASE
7mm SPRAYED SEAL
BOUND SUBBASE
ASPHALT
BOUND SUBBASE
TRENCH DRAIN UNDER LOW PAVEMENT EDGE NO DRAINAGE LAYER
BOUND SUBBASE
7mm SPRAYED SEAL
FILTER MATERIAL (3580)
GRADE F20 AGGREGATE
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
OR NO FINES CONCRETE (3222)
GRADE F20 AGGREGATE (3580)
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
NO FINES CONCRETE (3222)
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
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.
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
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12:4
9:3
3 P
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16/0
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012
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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
OL
UM
E 4 - A
SP
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LT O
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R B
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S\m
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gn
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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
16/08/2012
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
FOR USE
SELECTED MATERIAL ZONE
CROSSFALL
DETAIL A09-C
’SO’ GUTTER PROFILE (R15)
GEOTEXTILE (R63)
10050
NOT TO SCALE
MIN
300
100
1 000 W
SELECTED MATERIAL ZONE
CROSSFALL CROSSFALL
SELECTED MATERIAL ZONE
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
SELECTED MATERIAL ZONE
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
BOUND SUBBASE BOUND SUBBASE
300 300
BOUND SUBBASE
SELECTED MATERIAL ZONE
MIN
150
ASPHALT
BOUND SUBBASE
7mm SPRAYED SEAL
TRENCH DRAIN (R33)
NO FINES CONCRETE (3222)GRANULAR BASE (3051) GRANULAR BASE (3051)
FOOTING
SPRAYED SEAL
NO FINES CONCRETE (3222)
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
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.
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
' COPYRIGHT ROADS AND MARITIME SERVICES
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
12:4
9:3
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 4 - A
SP
HA
LT O
VE
R B
OU
ND S
UB
BA
SE P
AV
EM
EN
T D
ET
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S\m
d.ptc.d
etails_070.d
gn
tetlero
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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
16/08/2012
A3 ORIGINAL
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION
ISSUE STATUS:
CHCK
FOR AMENDMENTS REFER TO SHEET No 02
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
SELECTED MATERIAL ZONE
CROSSFALL
VERGE MATERIAL
GEOTEXTILE (R63)
’SO’ GUTTER PROFILE (R15)
SELECTED MATERIAL ZONE
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
NO FINES CONCRETE (3222)
TRENCH DRAIN (R33)
NO FINES CONCRETE (3222)
TRENCH DRAIN (R33)
MIN
150
MIN
100
MIN
100