Planning on getting everything that is there up and paving the section at about 3.6m to 4.6m.
Type 1 sub base compacted down (I was going to buy a manual tamper unless its much better to hire a plate compactor?)
I was going to use premix slab base given the enclosed nature I'm not sure how I'd be able to lay it and then lay the slabs without walking all over it (see here
) so I'm leaning towards this
Anyone have any pearls of wisdom on this or gotcahs to watch for?
My current headache is working out how to implement the fall needed for drainage. I know the fall amount, do I make sure the sub-base of type 1 is level with the fall, or when the digging is done do I need to get the fall right there, and then ensure the sub base and slabs follow it? Any resources to help on that part would be massively appreciated!