We need to be able to track alignment data to check sheet annotation. Would be very helpful to have an easy way to do this in sheets. Since an alignment or terrain would still need to be selected, the sheet scale shouldn't matter. This would work ...

Currently, the only way to update Annotation is to update ALL or one drawing model at a time. It would be very helpful to be able to select a station range to remove and then update in one action.

in InRoads ss2 the interface would display the point control and parametric constraints with red or blue of there stationing used to control a point overlapped another entry or extended beyond the limit of the alignment. This was a helpful visual ...

surface templates apply depth vertically, in many cases it is desired a true depth that is perpendicular to the terrain.

In Geopak, we had the ability to take individual alignments and create an overall alignment from a subset of alignments and it would hold the individual stationing for each alignment, creating station equations. There is no way to do this in ORD u...

What I envision, would be the ability to define Math within a Text Favorite. So, let us say that "[[" would define the start of math in a text favorite. A text favorite could be created in that the value displayed, is math from element properties....

The existing Locate Point tool using the Traverse and Radial methods functionally does something similar, but must have 180 degrees added manually to the deflection angles to get the absolute angle.

When laying out watermain pipes the bends can be 45 degrees, 22.5 degrees, etc. These bends are modeled as nodes in our workspace so we can report of them and display them in our drawings. If the angle of the pipe adjusts, we want the node feature...

Whenever you have a Geometry and used shared line (e.g. Lots), There should be a tool to remove duplicate/overlapping lines. Its problematic if we use a special linestyle with gaps and when the two line on top of each other it will look like a sol...

My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...