Thanks for trying to help.
I am working in Land Desktop 2006.
The sections I need to cut are very irregular. They are not on even stations, and they are NOT Perpendicular to the Alignment. Some of them even have angle points in the section line.
Can you steer me to where and how I would define the sections for LDT to cut? The easiest thing would be if it let me pick polylines that defing the sections.
I know this sounds wierd, but anyone that has done a flood study for FEMA or the Corps knows what I mean.
Thanks for any help you can give,
Jeff