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...
The feature name (e.g. a number) of the tap node can be labeled in the plan.The tap is visible in the "Engineering Profile".It would be helpful if this could also be displayed and labeled in the profile view/drawing. How it should work: Tap Node i...
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...
Some survey software put out attribute names that include the code (e.g. Note_CURB, Note_Pole). It would be highly beneficial to have the ability to use a wild card when calling out the attribute name in a text favorite (e.g. NOTE*).
I need a closed linear survey element to populate the area in the element information. I'm wanting to create a civil label that will place the area of a closed shape. As far as I can tell, this will work except with survey elements.
Allow superelevation lanes to follow a separate control line
In the old Geopak we could create superelevation shapes to follow a profile grade line (we called this a "PGL Chain". In locations where the lanes transition offset, this helped us to see that the lanes transitioned offset while still following st...
Ability to control the directory opened when importing text files to fieldbooks
Currently, when importing text files to fieldbooks the directory opens in the last used directory. It would be useful to control this behavior so that it can open in the directory where the active DGN is located. This can function similar to the c...
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.
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.