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 ...
DOTs require annotation of HGLs for different return period in same label. For now, this is not possible, values such as HGLs are relative to the active scenario.We need a way to be able to annotate Drainage & Utility fields from different sce...
There are times we create a flex table so we can add as table on our plans. Currently several steps to make it happen. (export to csv, then import the table using excel/csv) There should be a direct option/button to add/place from the flex table t...
Open API to programmatically create Feature Definitions and Feature Symbologies.
It would be extremely helpful, if we were able to programmatically create Feature Definitions and Feature Symbologies so that automation of the creation of new 'Custom Drainage Features' every time a drainage structure had a different bottom box (...
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...
It would be great if ORD had the capability to connect a channel directly to an On Grade Inlet to be able to calculate spread and bypass at the inlet. Currently the workaround is to connect the channel to a Generic Outfall at the edge of the inlet...
Drainage Annotation rotation based on sheet view rotation
Currently, the only rotation options for drainage annotation is constant. With alignments that are curving, our sheets must change rotation. It would save a lot of time spent manually adjusting rotation on each sheet.
Allow the road slope to exceed the gutter cross slope
My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...
Many times, we have conduits/pipes that simply daylight a surface and drain on to the ground or into a pond. Please add the ability to place conduit/pipes "Without" the need of a Node. I understand that we can create a sort of null point/node that...