Ability in surface creation to move backward. For instance, proposed top mesh for retaining walls will never be correct, because the coping and barrier wall being outside of the wall requires the surface to move in the opposite direction. This can...

Ability to change the referenced labeling alignment (can be in properties as a drop down with all available alignments). For example being able to switch main alignment to a side road alignment

While editing the Transition Midpoint, we need to delete both the constraints of multiple template points. currently we can delete the constrains of point one at a time. This can become tedious process when there are lot of points of which both th...

When editing a Complex Terrain Model, clicking Apply closes the dialog box. The user often wants to make additional edits to the Terrain Model. Allow the dialog box to persist until the user closes it.

Greater flexibility for wingwall placement

Currently there is no Singapore Dataset for OpenSite Designer. I would like to request the Singapore Dataset from OpenRoads be ported over for user of OpenSite, as it contains useful dgnlib for level, cells and linestyle

It would be very helpful if "All" the OpenRoads Designer Standards (Feature Definitions, Symbologies, Annotation Groups etc.) would come through when Importing a Feature Definition .dgnlib into another design model. Currently, if you import one mo...

Include an ability to have a default Start Stationing for an alignment. It would save time (and improve consistency) for several of our alignments where we'd like the default stationing set at 10+00. I imagine many other users could appreciate thi...

In ORD 2023 there is no provision for manually adding non-modelled cut or fill volumes to a mass diagram or earthwork report. Manual volumes are typically used for borrowing sites, waste sites, non-modelled bridge embankments and merging models su...

Add a Surcharge Volume Option for Meshes & Terrains. This would need to function so as to compare the Surcharge to Design and Existing volumes/terrains. Surcharge embankment will always be above finished or existing grade, so consider this as ...