I am designing a 1 mile go cart race track that has a lane width of 28' with a standard crossfall of 1.5% (not crowned) since this track has left and right turns in it i cant simply make a subassembly with basic lanes at 1.5% superelevation. So im wondering how to set up my drawing to keep the 1.5, but transition at the curves so the crossfall goes in the correct direction. There are 12 curves total, 1 will have a 7% super elevation, 3 have @ 5% and the rest keep the 1.5%.
I have my alignment and profile created already, just not sure the best way to attack this. I've never worked with superelevations, my projects are usually street improvement widening or new crowned roads. Do i just follow the "enter a superelevation manually in alignments" tutorial? How does that translate to my corridor? How do i set up a subassembly with the alignment?
I'm working in civil 3d 17 if that helps.
Thanks for the help.
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