For underground conduits, our standard spec. has separate lists for:
1. More than 5' from foundation wall.
2. Within 5' from foundation wall.
3. In or under slab on grade.
Why would there be a difference? Is there any reason I wouldn't want PVC in any of the above??
Also, I am never really sure when to spec Schedule 40 PVC or Schedule 80. Is there any concern that the concrete could squish the schedule 40? Or for under a parking lot, is there a chance that heavy trucks could squish the thinwall? Even when there is a asphalt or concrete surface on the parking lot?
Thanks again;
Steve
1. More than 5' from foundation wall.
2. Within 5' from foundation wall.
3. In or under slab on grade.
Why would there be a difference? Is there any reason I wouldn't want PVC in any of the above??
Also, I am never really sure when to spec Schedule 40 PVC or Schedule 80. Is there any concern that the concrete could squish the schedule 40? Or for under a parking lot, is there a chance that heavy trucks could squish the thinwall? Even when there is a asphalt or concrete surface on the parking lot?
Thanks again;
Steve