If ditches do become channel features, KYTC would need channels to then be able to attach to other node types besides headwalls since we have many conditions and locations where they outlet into inlets of various types.
Users often make changes to the different fit options in the Dynamic XS view that are not persisted when the file is closed or a section via datapoint is issued (Fit Section / Center Backbone / Center on Current Offsets). It defaults back to the F...
Allow changes to be made to OpenRoads Standards through Explorer while in Drawing & Sheet view/model etc.
Sometimes when a drawing view/model is generated and annotated etc. you realize that you want to make a slight tweak to one of the standards (annotation group for example) but you cannot simply just open explorer and make the change if you are in ...
Dynamic Settings should use Accudraw like interface rather than HS, DL, XY etc keyins
Accudraw intelligently interprets direction from the last input point. There would be no need to enter + or - on slopes as you move the cursor and lock in direction/distances. The keins would not be necessary if the template editor functioned simi...
Template Switches and Triggers Built Into Corridor Rather Than Templates
Using display rules can be very difficult when you have nearly identical components on top of one another. We've all tried to eliminate this difficulty by using a ton of different templates, but that can be even worse when conditions keep changing...
Flood Volumes - Surface analysis between three surfaces
It would be beneficial to have the ability to specify surface math logic - Above Existing, Below Proposed, and Below "Floodplain" (variable plane) to get good floodplain volumes.
It is usual request to annotate 3D features on cross sections. At point or in frame. It does work when feature is 2D+3D but not if feature is 3D only. That is commong with existing ground and more and more with modelling using linear features (wit...
Selection of named boundary with different associations
TxDOT likes to see driveway P&P’s side by side on a single sheet (see attached example), and when the workspace didn’t have a sheet seed that accommodated this type of configuration we created one ourselves. The main issue is placing both driv...
in Drainage and Utilities, remove the Maximum Spread (global for the dgn file) and make it editable for each individual node. Roadways have lots of different gutters etc so I don't want a max spread for the whole file, I want individually.