We are seeking the ability to specify a horizontal offset from a reference when placing and modifying geometric points. Currently, options for vertical offset (delta elevation from reference) and rotation offset (from reference) are available for ...
Enhancing Named Boundaries: Updating Named Boundaries and Applying Geometry Rules
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...
Seperating the "add point control/parametric constraint" and "delete point control/parametric constraint" buttons within the corridor objects tool.
Many times a day I accidently delete a point control or parametric constraint when I'm trying to add. The buttons are extremely close, is there a way to move the delete button further away?
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...
It would be nice to be able to export a drainage network into 2D linework that can be edited for plan sheets. Currently, we don't use our modeled files directly in our plan sheets as we cannot adjust the conduit line styles and it takes longer to ...
Currently, Drainage and Utilities feature definitions get captured via the CIVIL_CONTENTMANAGEMENTDGNLIBLIST variable within the workspace. Many configurations often use wildcards and file names that lump together features of D&U with road, ra...
Enhancing Drainage Annotation Flexibility: Options for Maintaining Relative or Fixed Locations in Plan and Profile Views
Currently, drainage annotation will snap back to the placement location based on the placement settings within annotation groups. When I move the annotation I'd want to have the option of maintaining the location in relation to the object or maint...
Ability to define the slope of any points within the dynamic section using the measure tools
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