01.4 - Public Works Driveway Plans

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Kerb invert

 

 

    

 

 

 

 

 

 

 

         

 

   

 

 

= ap
2
HEIGHT ABOVE INVERT] 2 2 2 3
OF CHANNEL (mm) |S es A a 3
Control joint DISTANCE FROM INVERT | > eo 4 >
OF CHANNEL (m) | © T Hue 8, 1500, 1500 , \ 1500 H
él | Roll over Garage/’ *
1500min Slope may vary | spon oe
Road surface 31500 refer note 13 | 500, refer note 12
= Transition Path zone
2
5
Reinforced SL72 fabric min ad fa cae Garage/
Sand blinding layer 50 max Carport_slab

Galvanised/stainless Saw cut all kerbs to

 

 

 

 
 

 

 

 

 

 
 

  

  

 

Control joint

 

 

  
 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

steel dowels 400 long allow clean removal of (If required)
R16 @ 450 centres back of kerb and
hannel
BREAKOUT TYPE . TYPICAL PROFILE DRIVEWAY ACCESS
SECTION A SECTION B
Refer drawing Refer dra
RS-049 RS-049
TE:
All appropriate permits must be obtained from relevant council, specifying crossing type, 13. Path zone width may vary to match existing concrete pathways and verge profiles.
construction materials, location, levels, surface finishes and dimensions, prior to any excavation. Path earthworks adjoining concrete must be well compacted.
2. Alternative materials for construction, other than reinforced concrete, refer to relevant counci 14. Earthworks cut and fill batters from edge of driveway or path to natural surface to be
for approval. maximum grade at 1 in 10 and fully turfed prior to council inspection.
3. Crossing to be constructed square to the street alignment, wholly contained within the site 15. Existing path to be longitudinally transitioned to new driveway at a maximum grade cf 1 in 10.
frontage from invert of channel to property boundary. 16. Plain concrete surfaces to be heavy broom finished.

4. One access to be constructed per allotment unless otherwise approved by relevant Council. 17. Decorative surfaces are subject to relevant council approval, where approved, to have a 5mm
5. To reduce impact on available street parking, consideration is to be given to visitor's and max depth variation in the finished surface profile. All finished surfaces of driveways ore to
neighbouring property's parking needs when selecting a crossing location. comply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.

Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit Exposed aggregate finish subject to relevant council approval due to environmental reasons.
and pipework may be relocated at the property owner’s expense, subject to approval of the 18. Expansion joints to be 10mm thick full depth closed cell cross linked polyethylene foam (85 —
relevant coun 150 kg/m), or 8.5mm thick bitumen impregnated compressed granulated corkboard, installation
7. Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant,
relevant Council approval, where this cannot be achieved, existing service pits are to be 19. Concrete surface tolerance to be, *8™over 3 metre sections.
contained within the area of new driveway, pit surface to match approved driveway finished 20. Concrete to be minimum grade N32 in accordance with AS 1379 and AS 3600,
levels. 21. Concrete construction to comply with the requirements of AS 3600, concrete code.
8, Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings. 22. Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250.
9. Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway 23. Control joints are to be sealed with a low modulus self priming sealant to the manufacturers
access. specification. refer RS—O65.
10. For water sensitive urban design verges, the vehicular crossing is subject to relevant counc’ 24. Formwork and reinforcement shall be in place and inspected and approved by the relevant
design and approval council prior to placement of concrete.
11. *Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater is 25. Maintenance of the crossings are the responsibility of the property owner.
contained within the road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage 26. Drawing to be read in conjunction with RS—049,
manual). This constraint may be varied upon the approval of the relevant Council. 27. Cross fall of existing Pavement adjacent to the driveway to be checked. If cross fall exceeds
12. Under special circumstances Council may approve a rising grade of 1:6 max or falling grade 3%, relevant Council will decide if driveway needs to be re-designed to ensure satisfoctory
of 1:20 min Longitudinal grades along property boundary must allow for free drainage and clearance for vehicles. i
pedestrian safety, 28. All dimensions are in millimetres unless shown otherwise.
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,
E [06714 | Review DRIVEWAYS
DI 10/1: Review.
¢ INSTITUTE OF mle roe ENGHETRING AUSTRALASIA RESIDENTIAL DRIVEWAYS RS-050
fk FANDARD DRAWINGS PLAN 2 OF 2