A digger turned up on site over the weekend, and on Monday I pushed over the last of the brickwork of the demolition with it, and piled up the hardcore in a neat heap.
This is the plan (I have no idea why the existing house doesn't show up):
I spent half a day setting things out using profiles:
There is an awful lot of thinking involved in getting all the edges of foundations (or centres, depending on your preference), and face of masonry set out correctly on site. The difficulties were exacerbated in my case by having a rear wall that curves all over the place, and is a very long way from 90 degrees with the end wall. You just have to make a decision as to what are your reference points, and get on with it.........There'll be some interesting carpentry later to get over the variations.
Luckily, it was a calm day on Monday, because string lines blowing around are a nightmare when setting out. With everything marked out on profiles (set a long way back from the building so as to allow diggers plenty of room to manoeuvre), the next stage is to transfer the lines to the ground. Using a spirit level held vertically against the line to locate it, I put a scaffold board on the ground and tap a shovel full of lime along its edge. Others may do something a bit more sophisticated, no doubt.
Unfortunately, this was today's job, and with the tail end of a hurricane, the lines were blowing all over the place. So, I set the profiles out to the nearest millimeter, but the lime lines were just a best guess.
I then hopped on the digger and started digging.
I knew there was clay, but I was utterly delighted to find that it was a dry chalky clay. In fact...very chalky. I haven't worked with this before, but let me assure you.....it's good news! :eusa-dance: The white bits are lumps of chalk:
I dug a metre down, and rang the Building Inspector. I didn't want to get too far before he confirmed I was OK with the depth. He was out shortly, and after inspecting the adjacent hedge, he confirmed that 1 metre below current ground level, with steps away from the corners (the ground slopes), was fine. I had to agree to remove 2 small hawthorn bushes from the hedge, otherwise one of the foundations would have to be an extra 500mm deeper.
The other good news is that a ground bearing slab is fine. This is really important, because the house has had its floors lowered, and to make this work, they lowered the ground level around the house, such that it is the lowest point for quite a way around, and particularly, is lower than the road. If I couldn't have a ground bearing slab, a suspended floor involves a void, and this would have been permanently full of water in the winter, I reckon.......and that is a really bad idea.
Here is the little section of foundation for the Utility Room, with 450 wide trenches (a different wall construction than the rest of the building).
I then did some more marking out, swapped to a 600 bucket, and got on with the main trenches. The weather was so damned awful that I abandoned the camera indoors, so I have got quite a bit further than shows in these photos.
Tomorrow we have a muck-away truck first thing, then finish the digging with the machine.........then down into the trench to clean up the bottoms, and square off the corners. Hopefully, all being well, concrete on Thursday. DON'T FORGET THE DUCT FOR THE WATER MAIN, MIKE!!!