I am using microstation, powergeopak v8i SS3. I have set up the corridor and completed the template drop. The project requires a ditch for a certain stretch that the template drop did not catch with the original parameters I set up. From all the videos I've watched, I thought I need to create an end condition exception at both ends of my transition zone and then create a transition zone between those two exceptions...when I do that, the end result does not interpolate directly between the two end points. I need the elevations of the ditch to drain from 460.91 to 459.19 in a linear line but the transition between those two templates is not linear. It goes from 459.19 down to 458.2 then back up to 460.91...which will pond water...any help would be much appreciated!!
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