Civil configuration variables exist for opening a default/workset template library (CIVIL_ROADWAY_TEMPLATE_LIBRARY) and for the default path when performing a save as on a template library (CIVIL_ROADWAY_TEMPLATE_LIBRARY_SAVEAS) but when opening a...

The legacy corridor modeler would put a white crosshair in the XS view on the specific point being manipulated when the corresponding point control was selected. I'd like this same functionality in the dynamic XS view.

Pipe standards vary their minimum and maximum pipe cover values based on the size of the pipes. There needs to be an ability to set this per conduit size so that when running a design you can consider these different cover depths. As of now, you w...

It would be advantageous to be able to link 3D annotation to 2D annotation. In order to be able to create stationing as 3D text on an alignment in a 3D model, you currently need to do it manually. It would be desirable if you could link a 2D anno...

Enable the use of multiple template drops (different cross section templates) in the Linear Template tool.

Openroads Horizontal Geometry has lines, arcs, and circle features. Add a rectangular civil geometry element. This would be used for site grading (building pad), instead of drawing 4 individual civil geometry lines and complexing together, a recta...

Have the ability to create Civil labeler with a null Target. This will give user the ability to create label for features/lines to use from one tool and one source. Further enhancement would be able use an expression that would change the label(ca...

Why is the export back to ALG and DTM those are both deprecated features in SS10 prodoucts. Why can't it create a alignment and profile that can be read by OpenRoads. Why can't I import in my client ITL file

Presently when setting reference elevation for the node it lets you set it to the active terrain but does not rule it to the (active terrain). If this were done the inlet tops would automatically adjust as the design terrain changes.

Product will not allow me to change variable constraints on my approach slab template with my support line placed on a skew and the relative location is behind that support line. I can't use negative numbers from the support line and I can't used ...