GoldDredger
Civil/Environmental
- Jan 16, 2008
- 172
I am a civil engineer helping to coordinate a project that proposes a multi story building with a basement storage.
There is expected to be groundwater near the bottom of the basement, so sub floor drainage would be prudent. I envision granular material below the slab, with perforated pipe. Gravity flow to outside storm is not possible, so the groundwater will need to be collected at a sump and pumped out.
My question is who should handle the design of the sub floor drainage? The structural engineer claims it is the site civils responsibility. The site civil says their responsibility is to within 5-feet of the building perimeter.
The MEP will design the pump and plumbing out. The architect claims the engineers have to design the waterproofing.
Any ideas? Seems to me it is the structural engineers responsibility.
There is expected to be groundwater near the bottom of the basement, so sub floor drainage would be prudent. I envision granular material below the slab, with perforated pipe. Gravity flow to outside storm is not possible, so the groundwater will need to be collected at a sump and pumped out.
My question is who should handle the design of the sub floor drainage? The structural engineer claims it is the site civils responsibility. The site civil says their responsibility is to within 5-feet of the building perimeter.
The MEP will design the pump and plumbing out. The architect claims the engineers have to design the waterproofing.
Any ideas? Seems to me it is the structural engineers responsibility.