Many User's are experiencing an issue where portions of their drainage layout (nodes for example) are becoming red dashed lines in appearance. This change indicates a break/error in the design and absent specific reasons why this occurred, User's ...

Based on service now case CS0300323, item types attached to drainage/utility nodes through feature definitions are not visible in MicroStation or i.dgns. However, if the item types are attached manually to nodes they are visible outside the civil ...

There is currently not a way to join/group multiple nodes to a structure node to match existing survey data. This node join/group capability is needed to match XYZ surveyed invert points (from field collection) and be able to use the Extract from ...

At present, when selecting a feature definition for a profile run, it only affects the construction element created immediately after defining the profile run. It would make sense to have a setting where the feature definition of the profile run o...

If a drainage profile uses a cached view rather than a dynamic one, ORD will provide a notification in the bottom right-hand corner that simply says "Cached References are currently displayed. One or more cached references does not match the curre...

Catch basins have the following flow types that can be added: additional subsurface flow (cfs), known flow (cfs), additional carryover flow (cfs), external CA (acres), and external Tc (min). Manholes only have the option of known flow. Known flows...

Some DOTs require input of an exact values for catch basin grate open area for orifice flow and catch basin grate perimeter for weir flow. ORD would consider these as calculated values, not inputs. These are not ORD outputs and are hidden from the...

When exporting a drainage flex table in ESRI format, the default field names include names longer than 10 characters. This throws the error message: "The Esri Shapefile field name <Middle_Flow> for column <Flow (Middle)> cannot be long...

The class of a pipe is primarily selected by the depth of cover over a pipe. Sometimes vehicle loads or construction loads have an influence on the class selection

Circular eccentric nodes, like manholes, should have the ability to have a rotation point at the center of the structure and elevation reference at the center of the frame and cover.