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...
DU: add drop calculation to node invert depending on lowest conduit wall thickness
Some times, most common with concrete conduits, the node invert needs to have a drop in reference to the lowest pipe to acomodate its wall. This would later be filled to match.For construction and BIM purpose, this difference is important. Special...
Cant Customizable Parameters and Improved Navigation
I have a couple of issues with this 1 when you edit the cants its slow and the curser always jumps back to the top of the page, you cant simply go to the next line down 2 none of the automated cants are ever suitable. I'd like to be able to add in...
A function that calculates the length of the tracks with turnouts withdrawn would be very helpful to calculate the amount of rails. The lengths of rails between turnout points 1 - 2 and 1-3 should be automatically redrawn from the lengths and repo...
turn on "settings from design model" via variable for all sheet seeds
The new setting called "settings from design model" is a great feature, allows plan view updates in the design model to propagate to drawing models and sheets. so its basically a "container" file. unfortunately, this is set in the sheet seeds only...
Please add the option to use Civil Labeler in sheet models. For some sheets, there is no readily-apparent need to create a drawing model (e.g. for schematic-type drawings with no dimensions), so we only create a sheet model. Unfortunately, this pr...
When using display rules Type it would be useful to have an option of values between A-B, not only >, = , and >=. This way you can choose between multiple versions of a component. Example absolute horizontal 0-1 Curb type F, 1-2 type A, 2-3 ...
You can name an element if drawn 1 at a time with tangents and arcs. But if you use Complex by PI you can't go back and name your elements to make it easier to report on your geometry.
Equilateral turnouts as a separate element with its own geometry for both main and deviating track
Currently, in order to create en equilateral turnout, one needs to recreate one of the branches (with exact geometry) and then add the branch part. This process has a lot of inconsistencies and sometimes results in unexpected geometries ( transiti...