DU conduits external wall controled by Feature Symbology
We have the option to define a template to pipes external walls, but only through the feature definition. For all other elements of the pipe, OR allows for feature symbology. From my experience, symbologys work better and are more constant.
Add profile annotation location option for annotating conduit description only once
If a conduit is perfectly straight, then it is easy to put the description once in the middle, but if the conduit has any bends then each segment gets annotated. Adding an option for annotation frequency with location controls would fix this.
DU RIM Elevation calculated from Ground Elevation offset
The RIM Elevation is a stagnant number once you enter an elevation it does not update in relation to any surface changes. RIM Elevation would be better suited for use if it can be defined with an offset. Another field would be needed: RIM Depressi...
Can the Overhead conduits be set to apply "sag " curves for models in 3D? which means, we will need to include vertical curves when placing them between 2 nodes (eg. poles); In a real world, the conduits typically have some sag, and not as straigh...
If ditches do become channel features, KYTC would need channels to then be able to attach to other node types besides headwalls since we have many conditions and locations where they outlet into inlets of various types.
Drainage Civil Labels/Annotation Groups Recognize Applicable Pipe Inverts
Currently, drainage structures require various civil labels to be set up for the various numbers pipe inverts coming into a structure (0-5 possible). It would be beneficial if the civil labels and annotation groups automatically annotated and upda...
in Drainage and Utilities, remove the Maximum Spread (global for the dgn file) and make it editable for each individual node. Roadways have lots of different gutters etc so I don't want a max spread for the whole file, I want individually.
For large projects, we need the ability to have multiple engineers working on the hydraulic model. We can achieve this by splitting the pipe network into multiple files and creating catchments in separate files. Doing so causes us to lose the abil...