DA Form 1 Crystal St · OPW20/0083

 

Vehicle Crossing Driveway

 

 

 

 

 

 

 

            

 

  

 

           

 

 

 

    

 

 

 

  

 

H
= Refer Note 29
* zg
= 3
HEIGHT ABOVE INVERT 2 2 =
. OF CHANNEL (mm) 3 3 Na z
Gontre jolt DISTANCE FROM INVERT | 5 Q 4 &
OF CHANNEL (m) | T Svea 1500, 1500 1500,
Kerb invert Roll over | Garage/
1500min Slope may vary Carport slay
Road surface 3 1500 refer note 13_ (500, __refer note 12
=| Transition Path zone
$ 1 in 40 20
3S é
Reinforced SL72 fabric min <i § i Se Garage/
‘Sand blinding layer 50 max Carport slab
Galvanised/stainless Saw cut all kerbs to Control joint Contro! joint Dra
steel dowels 400 long allow clean removal of (If required) Grated Drain
R16 © 450 centres back of kerb and Refer Note 28
channel
BREAKOUT TYPE TYPICAL PROFILE VEHICLE CROSSING/DRIVEWAY ACCESS
SECTION A SECTION B
Refer drawing Refer drawing
RS-049 RS-049

‘Si
1, All appropriate permits must be obtdined from relevant council, specifying crossing type, construction materials, 19. Concrete surface tolerance to be, timmover 3 metre sections.

location, levels, surface finishes and dimensions, prior to any excavation, a Sooenes seerditialieal at Me Ree Tr LE AS aon" orate co ia

MMPs mceeol, Tor, coearue On Sane cian) Ceoreen Onneresae Caron Tere oes (ot pore a 22. Reinforcement fabric to AS 4671-2001 steel reinforcing materials, 50 top and edge cover, lap fabric 250.

. 1g to be constructed square to the street alignment, wholly contained within the site frontage from invert of 23. Control joints are to be sealed with o low modulus self priming sealont to the monufacturere specification. refer
channel to property boundary. . Ree0es priming Pp Y

4, One access to be constructed per allotment unless otherwise approved by relevant Council.
5. To reduce impact on available street parking, consideration Is to be given to visitor's and neighbouring property's
parking needs when selecting a crossing location. 25.
6. Crossing to be located clear of existing gully pits. where this cannot be achieved, the gui
be relocated at the property owner's expense, subject to approval of the relevant counci
7, Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to relevant Counci

24, Formwork and reinforcement shall be in place and inspected and approved by the relevant council prior to

placement of concrete. i Ft

Maintenance of the crossings cre the responsibility of the property owner,

pitrond, pipework. may 26. Drawing to be read in conjunction with RS-049.

27. Cross fall of existing pavement adjacent to the crossing to be checked. If cross fall exceeds 3%, relevant Counci
will decide if crossing needs to be re-designed to ensure satisfactory clearance for vehicles.

 

 

 

 

 
 
 
 

 

 

 

  
 

 

 

 

approval, where this cannot be achieved, existing service pits are to be contained within the area of new driveway, 28. Construct grated drain to prevent water entering garage/carport slab.
8, ee Aa eehas eels BG tad ete (Goctadi cleo ot. craseinea: 29. Driveways to be constructed in accordance with Queensland Development Code NMP 1.1 ~ Driveways (However,
9, Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway access. drawings Re-0f0 and RS-050 take precedence ue the ‘extent of any inconsistency).
10. For water sensitive urban design verges, the crossing is subject to relevant council design and approval. 30. All surfaces subject to pedestrian traffic (including vehicle crossings) will meet the minimum pendulum or ramp
11. "Crossing must achieve a high point of 250mm above invert of kerb to ensure stormwater is contained within the eT war tres ia ot Maioian soardard, enor Ne AGpzO14 Guise ete
Toe es ie Sener eS Oe uae Kesar ncn) | saad Mier ofan Be, nr Compliance with the recommendations to be verified by testing to elther AS/NZS 4586:2013 — Slip Resistance
12. Under special circumstances Council may approve a rising grade of 1:6 max or falling grade of 1:20 min Classification of New Pedestrian Surface Materials or, AS/NZS 4663:2013 — Slip Resistance measurement of
Longitudinal grades along property boundary must allow for free drainage and pedestrian safety. existing Pedestrian Surfaces as appropriate,
13, Path zone width may vary to match existing concrete pathways and verge profiles. 7 . 1 .
Path earthworks adjoining concrete must be well compacted, In both instances compliance to be demonstrated by applying Clause 5.3 - Means of Demonstrating Compliance
14. Earthworks cut and fill batters from edge of crossing or path to natural surface to be maximum grade at 1 in 10 of AS/NZS 4586:2013 — Slip Resistance Classification of New Pedestrian Surface materials.
and fully turfed prior to council inspection,
15, fing path to be longitudinally transitioned to new crossing at a maximum grade of 1 in 10. In general, the classification of a surfacing material or finish to be made on a worst case basis as determined
16. Plain concrete surfaces to be heavy broom finished. by pendulum testing using both the Four S (Slider 96) and TRL (Slider 55) rubber sliders,
17. Decorative surfaces are subject to relevant council approval, where approved, to have a Smm max depth variation
in the finished surface profile. Exposed aggregate finish subject to relevant council approval due to environmental Where additional test results are available (Oil—Wet Ramp, W/Barefoot Ramp) they will be taken into consideration.
reasons, Only those test reports/certificates produced by an appropriately NATA accredited laboratory will be deemed
18, Expansion joints to be 10mm thick full depth closed cell cross linked polyethylene foam (85 - 150 kg/m), or acceptable for consideration.
8.5mm thick bitumen impregnated compressed granulated corkboard, installation to manufacturers’ instructions. Seal 31. All Dimensions are in millimetres unless shown otherwise.

surface of joint with a suitable polyurethane sealant.

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.

 

 

 

 

 

 

 

 

 

 

 

 

 

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VEHICLE CROSSINGS
INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA =
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