On site we have started the foundations and have come across problems with the layout of the drainage, as some of the foul water run's (which have little room for movement... around 300mm) enter the building through the foundations directly over the pile caps. As we would like to maintain the strength of the building and the position of these drains without disrupting the works considerably, but we have problems installing the works as these require the removal of some of the reinforcement. Does anyone have any alternative ideas?
Many thanks,
Simon Young
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