In FDOT manual it requires 7" from top of pipe + base + asphalt. However there is a footnote(note 6 in fdot index) that states 2' min for class S pipe. Is the standard RCP pie used class I? If so where do I find cover requirements for different class of pipes? we have elliptical pipe because we...
i'm trying to model 2 twin 48" pipes into a structure with a 4'3 box culvert connect upstream. The only part catalog we have is FDOT and haven't had time to learn parts builder. Is there any other parts catalogs or an efficient way to model this? None of the FDOT structures have these...
What is the best way to find average water table depths of a site without a geotech report. USDA soils survey is what I used, but just wanted to know if there was a better source out there
Hi all new to the forum and relevantly new to stormwater design. The firm work at just purchased the full version of XPSWMM due to municipalities in the area using it(North Florida). I have learned the basics of the software for pond design, conveyance and hydrology. I have submitted projects...
