Deed Writer should be able to handle calculated inserts in the phrase option inserts.
This would allow for the phrase option inserts to use calculated values. Currently some phrases that we want to create as a phrase option have calculated values, but some do not.
ROW Workflow - Functionality in Connect equivalent to Geopak COGO input files
In order to comply with the Kansas State Board of Technical Professions "Minimum Standards", the Kansas Department of Transportation is asking for an enhancement to OpenSite Designer CONNECT Edition software for Right of Way workflows as follows:
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In ORD it is possible to do a Profile Offset Transition. This methode makes a vertical offset. In case of a slope, the difference between the vertical offset and the normal/parallel offset is different. For large slopes, this is differences is too...
Enhancement to Create Terrain Model from Multiple Toggled Field Books
There is currently not a way to create a terrain model from toggling multiple field books under the Survey Data tab. Users can currently use the Create Terrain Model From Field Book Selection Set tool to create a terrain from an element selection ...
Configuration variable to control default path for .tiw files
When working in a fieldbook in survey, we want to set the default file path to a specific location for .tiw files. As it stands, ORD remembers the last location from which a .tiw was imported, but we want to set a file path for all users.
Updating XS annotation group w/o resetting annotation placement
The XS annotation group will place annotations in text conflicting locations. Once the user resolves the text conflicts there is a chance that the annotations may have to be revised when the model is updated. Therefore, it would be helpful if ther...
We need that when writing down the singular points of a railway deviation (P0, P1, P2 and P3), they are joined by straight lines P1 with P2 and P0 with P3. See attached image. In fact, the V8i version did represent the detour scheme. Thank you!
It can come situations, especially in investigations, when you need to break a complex alignment i two because several reasons as change number of tracks or decisions of other design of a railyard/shut yard. Today we have to break the complex whic...
I've found that variable constraints are highly effective when support lines are perpendicular to the alignment. However, when a skew is introduced to these support lines, a variable constraint continues to function perpendicular to the alignment ...