Roadway Designer - pavement warping vs. superelevation

I am new to Geopak Corridor Modeler and am struggling with superelevation.  Actually, pavement warping would be a better description.  I have stations and cross slopes at exact locations for how we want the pavement to tip and where; at the beginning of my highway, going from a 4 lane undivided to a 4 lane divided.  So I have independent alignments (as well as profiles) on the inside edge of my pavement as it diverges.  I have point controls assigned to that inside edge to find both the horizontal and vertical location, and it is that location we want the "superelevation" to pivot about.  So I don't need to use the Superelevation Wizard in order to pull tables, AASHTO, or fixed length.  I'd like to be able to get to the Superelevation Section Definitions without having to go through the wizard.  It would seem like I need a "dumbed down" version of superelevation to simply transition the cross slopes of my pavement.  I'm wondering since it is not a traditional superelevation in the sense that it doesn't straddle the PC and PT of a curve, seems to be bucking all of my attempts.  Help!