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...
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...
Live nesting set to 99 when using "Create 3d cut" in Profile View
When using "Create 3d cut" in Profile View the live nesting depth is by default set equal to 99. Basically file becomes heavy when live nesting automatically in the depth of 99 set with the tool "Create 3d Cut" in Profile.
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...
Geometry Replacer needs to include Vertical geometry
The horizontal Geometry Replacer tool is a step in the right direction, but it needs to include support for replacing profiles as well or have a companion tool of some kind.
Deed Writer Tool Enhancement to Allow for Phrase Inserts in Specific Cursor Location to Create Nested Phrases
Please consider adding the ability for a user to insert a phrase within a phrase in the Right of Way Deed dialog box when using the Deed Writer tool based on the cursor location in the white text deed description box. This capability would give th...
Include the ability to use the slope of a terrain when placing a Geometry Point
This would be good for 3D modelling of any item that needs to slope the same as the design surface such as guard fence terminals. This is available within the Drainage and Utilities, but when using this it loads a lot of other information into the...
The elevations of the event point can only be seen when one generated a Horizontal Alignment Event Point List Report. It would be better also if the elevations can be seen earlier in the Event Points List Table
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