Sd_Roads_Rs_051

 

 

 

 

 

VEHICLE CROSSING DETAILS
TYPE W1(m) W2(m)
A 6.0 -
B2 6.0 - 9.0, -
C1/D1 4.5 3.5
C2/D2 5.5 5.0
C3/D3 75 6.0
c4/D4 9.0 75

 

 

 

 

Driveway type to relevant Council approval

 
 
   
   
 
 
   

 

 

 

 

 

 

 

 

   

 

 

Kerb Lip

 

 

 

ue a~Ne 1

 

 

 

 

 

 

 

 

 

Kerb Lip P| —-- eee EE eo

Property Boundary

1500 W1 1500

 

 

 

 

 

 

 

 

 

 

 

     

Full width paving to verge

 

 

 

 

Surface treatment
to match that
along frontage

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Kerb Lip
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Path
Property Boundary /
| W1 | W2 wi | Surface to be contrasting
Kerb to taper to ] 1500 hardstand treatment
Saw cut and existing footpath level
breakout back of 5 x 10 wide sealant over TYPE B at 1450 from kerb face V TYPED
kerb and channel debonding tape
(LEFT IN / LEFT OUT ONLY)
min 175mm Concrete
with SL72 Reinforcement
Sand blinding layer 50 max
Galvanised Dowels Proposed vehicle crossing .
400 x R24 at 300 centres NOTES:
1. All concrete to be Grade N32 in accordance with AS 1379
2. All adjacent asphalt or concrete surfaces and pavements to be saw cut
TYPICAL SECTION — CHANNEL RETAINED 3. Variations to the designs shown are subject to approval from relevant
Council.
. . 4. Refer RS—049 for driveway prohibited locations.
25 thick Asphalt min 175mm Concrete with 5. All appropriate permits must be obtained from Council, including approval of
Saw cut bitumen 300 , 300 surfacin P SL72 Reinforcement location and levels prior to excavation.
surface g 6. Where directed by Council Tactile Ground Surface Indicators are to be
provided adjacent to the driveway in accordance to AS 1428.4.
7. Valves, hydrants located within the driveway shall have HDPE surround or
equivalent placed between the service lid and the concrete. For any
Sand blinding layer 50 max alterations to levels contact relevant Authority prior to concrete pour.
5 8. All dimensions are in millimetres unless shown otherwise.
Type 2.3 material P d vehicl .
or full depth roposed vehicle crossing
lasphalt pavement
TYPICAL SECTION — CHANNEL REMOVED 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.
06/14 | Review Ey
E{ 03714 [Amended Drawing Number
BU LRAT [Browne surter chongod Tors SEC SE—05T to 35-05 INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA DRIVEWAYS rs-051 fe
Bl 06/09 | Review STANDARD DRAWINGS HEAVY DUTY VEHICLE CROSSING
A 03/09 RIGINAL_ISSUE REVISIONS A
V. .