Posted: Wed Jul 25, 2012 10:00 am
Morning all,
Have a 3.5m wide driveway to build, approx 30m long, driveway will be used by horsebox's so would need to be fairly robust. The existing ground is quite soft/marshy, so was going to propose 300mm type 1 sub-base, overlain with 50mm deep 10mm single size angular chippings, couple of questions.....
1. Would 300mm deep type 1 be sufficient, or would type 3 be better given the gravel surface?
2. Would the sub-base require any special finish in whindust or sand blinding prior to laying the 10mm gravel?
3. Any recommendations on the gravel finish? Been told a mix of 10mm down to 5mm would bed down better into the sub-base.
4. Given the driveway is only 3.5m wide would you crossfall it or camber about a crown? Was proposing a filter drain down one side of a crossfall arrangement which might also help prevent any waterlogging of the sub-grade.
5. Not sure about which edgings to use, or whether to use them at all, Arch has proposed timber edgings but was worried once the path settles these might prevent the over the edge drainage into the parallel filter drain, but then would like some restraint given to the sub-base/chippings, or maybe set the timeber edgings slightly lower flush with the top of sub-base, not sure really, what do you think.
Thanks in advance
Have a 3.5m wide driveway to build, approx 30m long, driveway will be used by horsebox's so would need to be fairly robust. The existing ground is quite soft/marshy, so was going to propose 300mm type 1 sub-base, overlain with 50mm deep 10mm single size angular chippings, couple of questions.....
1. Would 300mm deep type 1 be sufficient, or would type 3 be better given the gravel surface?
2. Would the sub-base require any special finish in whindust or sand blinding prior to laying the 10mm gravel?
3. Any recommendations on the gravel finish? Been told a mix of 10mm down to 5mm would bed down better into the sub-base.
4. Given the driveway is only 3.5m wide would you crossfall it or camber about a crown? Was proposing a filter drain down one side of a crossfall arrangement which might also help prevent any waterlogging of the sub-grade.
5. Not sure about which edgings to use, or whether to use them at all, Arch has proposed timber edgings but was worried once the path settles these might prevent the over the edge drainage into the parallel filter drain, but then would like some restraint given to the sub-base/chippings, or maybe set the timeber edgings slightly lower flush with the top of sub-base, not sure really, what do you think.
Thanks in advance