In areas where a lot of linework intersects each other, it would be beneficial if certain instructions applied to all lines that intersect at the target point within a set parameter. This would cut down on a lot of redundant institutions that have to be line specific.
I could join some of this lines but sometimes joining these lines has repercussions that affect their use in the field software.
Instructions that would be useful:
- free dz
- free slope
Examples of trouble areas:
- tip downs
- drive ways
Thanks for the consideration!