Standard Xover · OPW21/0151

 

Kerb invert

 

 

 

 

 

 

 

 

 

      

  

 

 

          

 

    

= 2
HEIGHT ABOVE INVERT| 8 2 2 3
OF CHANNEL (mm) |S = aoa 3
Control joint DISTANCE FROM INVERT] 19 2 wo oy
i OF CHANNEL (m) | 7 mo 3, 1500 1500 _, : 1500 ,
300 a :
min - gl | 1 Roll over Garage/ lab
1500mi Slope may vary | arport_sla
Road surface 3 1500 refer note 13 | 500) refer note 12 a
s Transition Path zone
a : .
2] 1 in 40 1 in po
24 in’ — 3 1500

Reinforced SL72 fabric min

Sand blinding layer 50 mox

Galvanised/stainless
steel dowels 400 long
R16 @ 450 centres

BREAKOUT TYPE
SECTION A

Refer drawing
RS-049

Saw cut kerbs to
aliow clean removal of
back of kerb and
channel

 

NOTE:

All appropriate permits must be obtained from relevant council, specifying crossing type,
construction materials, location, levels, surface finishes and dimensions, prior to any excavation.
Alternative materials for construction, other than reinforced concrete, refer to relevant council
for approval.

Crossing to be constructed square to ‘the street aligament, wholly contained within ‘the ‘site
frontage from invert of channel to property boundary.

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 .
heighbouring property’s parking needs when selecting a crossing location.

Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit
and pipework may be relocated at the property owner’s expense, subject to approval of the
relevant council.

Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to
relevant Council approval, where this cannot be achieved, existing service pits are to be
contained within the area of new driveway, pit surface to match approved driveway finished
levels.

Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings.
Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway
access.

For water sensitive urban design verges,
design and approval
**Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater
contained within the road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage
manual}. This constraint may be varied upon the approval of the relevant Council.

Under special circumstances Council may approve a rising grade of 1:6 max or falling grade
of 1:20 min Longitudinal grades along property boundary must allow for free drainage and
pedestrian safety. ,

 

 

 

 

 

the vehicular crossing is subject te relevant counci

 

 

 

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 Coun

cate

Control joint.

 

 

 

 

  
  

  

 

13.
14.

15.
16.
17.

18.

19.
20.
21.
22.
23.

24.

25.
26.
27.

28.

 

Garage/
Carport slab

20
| i Lin 4 Roll under

 

Control joint:
(i required)

TYPICAL PROFILE DRIVEWAY ACCESS
SECTION B

Refer drawing
RS—049

Path zone width may vary to match existing concrete pathways and verge profiles.

Path earthworks adjoining concrete must be well compacted.

Earthworks cut and batters from edge of driveway or path to natural surface to be
moximum grade at 1 in 10 and fully turfed prior to council inspection.

Existing path ‘to be longitudinally transitioned to new driveway at a maximum grade of 1 in 10.
Plain concrete surfaces to be heavy broom finished.

Decorative surfaces are subject to relevant council approval, where approved, to have a 5mm
mox depth variation in the finished surface profile. All finished surfaces of driveways are to
comply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.
Exposed aggregate finish subject to relevant council approval due to environmental reasons.
Expansion joints to be 10mm thick full depth closed cell cross linked polyethylene foam (85 —
150 kg/m), or 8.5mm thick bitumen impregnated compressed granulated corkboard, installation
to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant.
Concrete surface tolerance to be, ?8™™over 3 metre sections.

Concrete to be minimum grade N32 in accordance with AS 1379 and AS 3600.

Concrete construction to comply with the requirements of AS 3600, concrete code.
Reinforcement fabric to AS 1304, 50 top and edge cover, fap fabric 250.

Control joints are to be sealed with a low modulus self priming seaiant to the manufacturers
specification. refer RS—065.

Formwork and reinforcement shall be in place and inspected and approved by the relevant
council prior to placement of concrete.
Maintenance of the crossings are the responsil
Drawing to be read in conjunction with RS—049.

Cross fall of existing pavement adjacent to the driveway to be checked.
3%, relevant Counc:
clearance for vehicles.

All dimensions are in millimetres unless shown otherwise.

 

 

 

 

 

  

ty of the property owner.

 

if cross fall exceeds
decide if driveway needs to be re-designed to ensure satisfactory

 

 

 

 

 

 

 

 

 

ORIGINAL ISSUE

 

 

 

 

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
STANDARD DRAWINGS

 

DRIVEWAYS
RESIDENTIAL DRIVEWAYS
PLAN 2 OF 2

 

RS-050

 

 

 

 

2 [alerfo]