Thanks man. Don't know if you know this, but by using corridors to model features like these, your surface actually stands a good chance of showing up correctly in Revit. You'll really set your consulting services apart with this workflow.
Nice video! Have you tried using the 'double click edit' feature? Its super helpful when using feature line grading. It allows you to access the quick edit elevations tool by simply double clicking on the feature line. I cant live without it anymore! Can you share your video on how you got the slope label style to work with the arrows always pointing in the downstream direction? I havent been able to get it to work on curved feature lines...
Imo it looks like a better practice to use a reference surface for controlling the feature line elevations than manually adjusting elevation points or grades, to get more consistent contours and grades. The real trouble begins when starting to model all the support layers and the excavation.
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Really appreciate the thoroughness of this video. Thank you! Only wished you had done one on building the assemblies.
Cheers!
Which part of building the assemblies? Or just a video about assemblies in general?
Thanks man. Don't know if you know this, but by using corridors to model features like these, your surface actually stands a good chance of showing up correctly in Revit. You'll really set your consulting services apart with this workflow.
Ooh thanks engineer very useful information
Nice video! Have you tried using the 'double click edit' feature? Its super helpful when using feature line grading. It allows you to access the quick edit elevations tool by simply double clicking on the feature line. I cant live without it anymore!
Can you share your video on how you got the slope label style to work with the arrows always pointing in the downstream direction? I havent been able to get it to work on curved feature lines...
Imo it looks like a better practice to use a reference surface for controlling the feature line elevations than manually adjusting elevation points or grades, to get more consistent contours and grades. The real trouble begins when starting to model all the support layers and the excavation.
epic
Nothing new...