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Showing results for tags 'inspection chambers'.
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I have a first design for my foul-drainage runs (in red) from my engineers. A couple of questions… Could I combine the two right-most ICs into one? It might mean one of the runs would intersect the IC at 90º. Do the IC's all need to be 450 mm diameter or would smaller do, .e.g. 300mm or 320mm? I ask as my engineers, more used to big civil projects, tend to over specify things I think. (IC = inspection chamber)
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I think I've sorted a drainage plan but before I run it past the BCO, could I have any thoughts on it. The blue dots are all the points where they rise through the floors and the yellow lines are the pipe runs. There are already 2 manholes (large red dots) where the pipes are already run and connected into the mains sewage. I have 2 inspection chambers (yellow dots) which then run onto the 2 manholes. I could run IC1 to either manhole (pipe 1 or 2), would it make a difference?
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