I went forward designing intersection profiles with limited survey and simply made an educated guess for the secondary roads pgl tie in point. I have received updated survey and when I move the profile end point to meet existing grade it adds another pvi effectively holding the profile grade I set preliminarily. I'm keeping the lock point. Is there something with the return/ offset profiles preventing this edit? What is the proper work flow?
Solved! Go to Solution.
Solved by Joe-Bouza. Go to Solution.
I'm wondering how you've set up the curb return profile. Is the edge of travelway defined by an offset and slope from the centerline, or did you create independent alignments and profiles? If it is by offset and slope then that could constrain the profile to remain tangent to the edge of travelway.
Got it.
Edit side road profile dialog box had max grade change = 4% . Turning off or increasing aloows for the adjustment