standard-drawing-rs-050 (002) · OPW21/0053

 

Kerb invert

Vehicle Crossing Driveway

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sand blinding layer 50 max

~ Galvanised/stainless
steel dowels 400 long
R16 @ 450 centres

L
> Refer Note 29
* 3
* 3
HEIGHT ABOVE INVERT} 4 09 © 8 °
OF CHANNEL (mm) | = a €
lal Qa
Control joint DISTANCE FROM INVERT | o ‘i o 0 &
300 2 OF CHANNEL (m) | 7 T ? 1500, 1500, 1500
min 7 | | Roll over Gorage/ lob
————_ _ 1500min Slope may vary | [verpom’
. ° 7 Road surface S 1500 refer note 13 | 500 refer note 12 in
= Transition Path zone 6G
$ 1 in 40 1 in 20 ie
. oo, gz ni = Tin 30 1500
Reinforced SL72 fabric min —— / — Roll under Garage/

 

Saw cut all kerbs to
allow clean removal of
back of kerb and

Control snd

 

Carport slab

   
 

Control joint

(If required) Grated Drain

Refer Note 28

 

 

 

 

 

 

 

 

 

 

 

 

channel
BREAKOUT TYPE TYPICAL PROFILE VEHICLE CROSSING/DRIVEWAY ACCESS
SECTION A SECTION B
Refer drawing Refer drawing
RS—049 RS—049
NOTE:
. « . . a . . . 19. Concrete surface tolerance to be, t2™™ over 3 metre sections.
1. All appropriate permits must be obtained from relevant council, specifying crossing type, construction materials, .. 0mm .
location, levels, surface finishes and dimensions, prior to any excavation. oy concrete to be reton to grade ee Maoecoraance with AS eos AS 3600 d
2. Alternative materials for construction, other than reinforced concrete, refer to relevant council for approval. 22. Reinfor e vent fab ‘et AS 4671-2001 steel’ reinforcin oO terial 50 ton and « a lap fabric 250.
3. Crossing to be constructed square to the street alignment, wholly contained within the site frontage from invert of » Reinforcement Tabric to . Stee! reinforcing materials, Op and edge cover, lap tapric Zw.
channel to property boundary. 23. pone fonts are to be sealed with a low modulus self priming sealant to the manufacturers specification. refer
4. One access to be constructed per allotment unless otherwise approved by relevant Council. oe . . . oe
. . . wo . ws . . , 24. Formwork and reinforcement shall be in place and inspected and approved by the relevant council prior to
5. To reduce impact on available street parking, consideration is to be given to visitors and neighbouring property's lacement of concrete
parking needs when selecting a crossing location. 25. Maintenance of the crossings are the responsibility of the property owner.
6. Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit and pipework may 26. Drawing to be read in conjunction with RS—049.
be relocated at the property owner's expense, subject to approval of the relevant council. . 27. Cross fall of existing pavement adjacent to the crossing to be checked. If cross fall exceeds 3%, relevant Council
7. Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to relevant Council 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 Kerb edontors maven cpproved onnency dramage to be located clear of crossings 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 RS—049 and RS—050 take Precedence in 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 recommendations comained ah Table 38 of Austratian Standard Handbook HB 198.2014 — Guide to the
road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage manual). This constraint may be varied Speciiication and testing OF slip resistance OF Fedestrian Suridces. . .
upon the approval of the relevant Council. Compliance with the recommendations to be verified by testing to either 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.
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. Existing 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.
GC] 10/17] Review TC |
F | UB 18 [Review VEHICLE CROSSINGS re
pf iari2 | Rede INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA RESIDENTIAL DRIVEWAYS RS—050 n
1 eview 1 C |
#106709 [Review STANDARD DRAWINGS PLAN 2 OF 2 re
Rv[__ DATE REVISIONS, Ry)