tdevries37
Structural
- Jul 21, 2010
- 7
Hello,
I have an issue I am trying to assist my client with, who is trying to assist the GC. I designed a gas station canopy which has moment footings. They excavated the site yesterday to pour the footings and found an abandoned sewer line that will lie directly in the way of and under one of the footings. In another area, they found a manhole that will lie directly beneath another of the footings. By the way, this canopy is apparently going to sit over an old abandoned road.
My thought was to over excavate and bear the footings down farther and around the sewer line and manhole, with a minimum 6" void between the bottom of the footings and the top of the sewer line & manhole.
Any other suggestions? Thanks
I have an issue I am trying to assist my client with, who is trying to assist the GC. I designed a gas station canopy which has moment footings. They excavated the site yesterday to pour the footings and found an abandoned sewer line that will lie directly in the way of and under one of the footings. In another area, they found a manhole that will lie directly beneath another of the footings. By the way, this canopy is apparently going to sit over an old abandoned road.
My thought was to over excavate and bear the footings down farther and around the sewer line and manhole, with a minimum 6" void between the bottom of the footings and the top of the sewer line & manhole.
Any other suggestions? Thanks