Add a “Clean Uninstall” checkbox to the OpenX product uninstaller that allows users to optionally remove all product-related data from the system in a safe and controlled manner. This checkbox should be unchecked by default to avoid accidental dat...

To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...

Would be nice to be able to skew the end of a template range to match up with bridge abutments, cross roads, or other critical features, similar to how the geometry in OpenBridge can be skewed. This would allow cleaner corridor start and end geome...

Currently we can Analyze Element to obtain the range high and range low for XYZ of a terrain, but that XY value does not reflect the coordinate of the actual range high/low Z, it just gives the highest/lowest XY in terms of the coordinate number. ...

PowerInroads used to have a built in calculator/analyzer. It helped us to quickly calculate the drainage pipe information, minimum slope and velocity at full value etc. Currently to get the data, we use Flow Masters and manually calculate each pip...

It could be a toggle in the create catchment dialogue. There could be an additional toggle to retain associations. Also, an option to auto name pipes and gutters to match upstream node would be helpful.

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...

The following idea is related to the survey tool gap analysis that is already being considered. The Extract Contour tool should be enhanced to place a graphic line at a specific elevation. Currently, you have to change the contour interval of my t...

Having the ability to quickly check both existing and design crossfall/superelevation would increase efficiency within the program as there would be no requirement to run a template and report to evaluate existing cross slopes

I know parametric constraints can be exported but if a corridor becomes corrupt then being able to rebuild it from scratch easily would be useful. Similar to an input file in MX