This would be useful for agencies with strict installation procedures that prevent the installation of exe files.

Actually , the lock to start and lock to end stations are defined by the start and end of alignment or feature the corridor it is based on. This makes the point control handles (in the 2d view) to be outside the corridor limits when the corridor i...

In the current "Create Drawing" dialog, which is usually the second step after creating a named boundary, the Drawing Seed drop-down does not show the full name of the drawing seed. Usually this is correctly populated by default, but occasionally ...

We need to annotate point name, offset and elevations in cross sections for rail Earlier it was being done in power rail using preferences. The drawing model scale annotation is 1:30. I tried adding point annotation using text favorite from civil ...

For box shaped conduits, we need to be able to define top, bottom and side wall thicknesses independently. This allows modeling of box shapes which correspond to physical construction.

In annotation group we can manage annotation at interval (even of) and at points where we have POB/POE. But it is not possible to ignore point of start and/or Point of end when annotation at regular interval. We can skip some specific interval usi...

In most of the DOT standards Cross Section Annotation groups, the labels have begin offsets defined for leader. And sometimes users need to and few labels manually in the cross section sheets using civil labeler or using the Place Label tools. Whi...

Currently when an alignment is dropped (no longer complex) all associated turnouts delete entirely and any geomtery created from these turnoiuts is also deleted. This is a big issue when optioneering, or when working on a scheme with lots of turno...

If feature definitions are turned off in a file, it doesn't show up when reference and it's not possible to even view without going back into the file. It would be helpful to have the option to turn on feature defintions the same way levels can be...

Many bridges have approach spans that are smaller in length to the main spans. For example, a bridge that crosses over a railroad ROW may have prestressed concrete in the approach spans and a continuous steel bridge over the railroad, then the end...