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Openroads Drainage - HGL versus Headwater Analysis for Headwalls Inletting into a Storm Sewer System

Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally KYT...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

ORD Drainage - Show actual Tc versus Tc Minimum

Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Fix the rotation issue when importing drainage nodes from inroads.

We recently used ORD to import 200 plus drainage structures from inroads to ORD. It brought in the nodes, but the rotation was off. We had to manually rotate the node to the correct angle. Also, the 2-D and 3-D rotation did not match until the nod...
over 1 year ago in OpenRoads Designer 0

Live .sgn file in OpenRoads

When the a signs is generated and saved in OpenRoads Sign CAD the user will place the sgn file in OpenRoads or any CADD application as a cell. Making changes to the SignCad sgn file must automatically update the cell already placed in the Applicat...
over 1 year ago in OpenRoads Designer / OpenRoads SignCAD 0 Future consideration

SUDA - Spread Slope

Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review

Point Control lock to to start and lock to end option should honor the corridor start and end limits

Actually , the lock to start and lock to end stations are defined by the start and end of alignment or feature the corridor it is based on. This makes the point control handles (in the 2d view) to be outside the corridor limits when the corridor i...
almost 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Parametric Constraints Labels Stations Overlaps

Is there a way we can see if there is an overlap in the stations in parametric constraints labels? Like in InRoads, it highlights in orange color if there is an overlap in stations with same labels. This will help and save lot of design time, if t...
about 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer / User Interface 0 Future consideration

Dynamic Cross Section View should honor point control secondary alignments

I'd like temporary dimensions to report normal to secondary alignments
almost 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Cross section view should show Point name of a template drop

when using the point control function. It is expected to see the names of points of a template drop in the cross section view. This would be utilized when using the point control function.
almost 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Already exists

Allow "Save Settings" to save your preferred default settings in the Feature Definition Tool Bar

Many users prefer different settings to be selected by default in the Feature Definition Tool Bar. Currently, "Persist Snaps and Rule" is always ON by default when opening a file but nothing else. Even if you turn this off, or activate another set...
over 1 year ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration