Posted: Mon Feb 08, 2010 6:55 pm
Very helpful website - Thanks!
At our school we have an 18m x 27m tarmac playground with a fall of 530mm across opposite corners to a single gully.
Despite this the surface is uneven and ponds. The court is surrounded on all sides by tubular and chainlink fencing. On two sides there are concrete kerbs on the other two the surface finishes into concrete steps, or a wall.
We would like to renew the surface and are considering breaking out the existing bitmac, relaying the subbase to level up the court with a 1 in 80 cross fall to a drainage kerb or channel along the lowest side and then to a new soakaway. Use maybe 50mm binder and 30mm surface ensuring we have a Min of 150mm subbase (to correct the levels - in some parts we will have whatever is there + 225mm or more to level it up.
Questions:
1) I have seen a pc concrete kerb on highways with drainage channel in the edge facing the tarmac but can't locate a supplier?
2) Bearing in mind the steps and wall on two sides would this area be practical to machine lay?
Regards
Jer
At our school we have an 18m x 27m tarmac playground with a fall of 530mm across opposite corners to a single gully.
Despite this the surface is uneven and ponds. The court is surrounded on all sides by tubular and chainlink fencing. On two sides there are concrete kerbs on the other two the surface finishes into concrete steps, or a wall.
We would like to renew the surface and are considering breaking out the existing bitmac, relaying the subbase to level up the court with a 1 in 80 cross fall to a drainage kerb or channel along the lowest side and then to a new soakaway. Use maybe 50mm binder and 30mm surface ensuring we have a Min of 150mm subbase (to correct the levels - in some parts we will have whatever is there + 225mm or more to level it up.
Questions:
1) I have seen a pc concrete kerb on highways with drainage channel in the edge facing the tarmac but can't locate a supplier?
2) Bearing in mind the steps and wall on two sides would this area be practical to machine lay?
Regards
Jer