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Semi—Mountable Dowelled exoansion NOTES: . . . . NOTE: .
or Barrier Kerb Transition path joint refer R 1. Crossings are not designed for commercial vehicles. Services & road Typical carpark bay
and Channel to driveway STD dwg SEQ R-065 2. Footpath section to vary where necessary to match concrete footpaths and furniture will not be
verge profiles. Footpath earthworks adjoining concrete must be well compacted. moved for driveways 1.0m clear of
e 3. Concrete surface tolerance to be, ‘8™over 3 metre sections. Stormwater LATM devices
€ 4. Concrete N32 in accordance with AS 1379 and AS 3600. kerb inlet 1.0m Clearance
\\ oD 5. Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250. from pit lintel
o 6. Approved materials for construction:— concrete, paving blocks or asphalt,
_ 2 <8 refer project drawings.
~~ g Ee 7. Expansion joints to be 10mm thick, full depth closed cell cross linked
. TAL & Ss polyethylene foam (85 - 150 kg/m), or 10mm thick compressed
~~ I“ ya cn — pes granulated corkboard, installation to manufacturers’ instructions.
x Ng] n= «0:4 * <| x 8. All appropriate permits must be obtained from Council, including approval of
2 a 4.2% Non“slip’ toperete ‘ele A location and levels prior to excavation. ;
o S| -sinigh ib AS84586 ole 9. Refer project drawings or local authority standard drawings for verge type
S a z.4 os ZS | cross sections.
R eo. 8S a4, NI 10. One access to be constructed per allotment. X X
. ‘ “s ts 3 11. Earthworks cut and fill batters from edge of driveway to natural surface to be ——
“4 man T ee max. grade at 1 in 10 and fully turfed.
; Le ss 12. ** Driveways must achieve a high point of 250mm above invert of kerb to ensure
_ — tao stormwater is contained within the road reserve as per requirement of QUDM ACCESS
L_ Alternative 1 profile (Queensland Urban Drainage manual). This constraint may be varied upon the 6.0m _. 6.0m —
. . approval of the local authority.
\\ Alternative 2 profile 43, Fisting footpath to be transitional to new driveway at a maximum grade COLLECTOR
of 1 in 10. Prohibited locations shown in a
1500 14. Under special circimstances Council may approve a rising grade of 1:8 in this heavy line, based on AS 2890.1
i location or within 1 metre of the property boundary. 0 . . .
"200 min 15. All dimensions in millimetres. prope ” = Dimensions are in metres.
SPLAYED DRIVEWAY , The points marked ’X’ are either at the median
Kerb —~———_ » —— 2 on a divided road, or at the intersection of
Invert the main road centreline and the prolongation
l of the side road kerb line on an undivided road.
Reinforced 'SL72 DRIVEWAY _PROHIBITED LOCATIONS
Fabric min.
Sand blinding layer 30 max
SECTION A-A — BREAKOUT TYPE
*
*
HEIGHT ABOVE S @ A B
INVERT OF CHANNEL (mm)| ° ~ N N 1000 1000 Roll over
DISTANCE FROM ° 0 ° rn 7500
INVERT OF CHANNEL (m) | © — ” m ~ Garage/
| | | | x sl | | Carport slab
c
| g 3 | |
1500 | 1500 [.500 |s 8 4
| transition ; footpath 1. | ‘Lin
o
h | | lz &
‘& | . . 1 in 6
Road surface s | 1 in 40 (2.5%) 1 in 20| in 20 | Roll_under
4 a 1500
iF. | Garage/
‘ontrol joint Carport slab
Saw cut existing K&C ~ 80 TYPICAL PROFILE DRIVEWAY ACCESS A-A p
min depth at invert — break
out and remove back of K&C These drawings have been developed in consultation between the participating councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate council
INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA DRIVEWAYS 7
QUEENSLAND DIVISION INC. RESIDENTIAL DRIVEWAY SEQ R-050 FF
A 3/08 ORIGINAL ISSUE _— STANDARD DRAWINGS BREAKOUT TYPE A