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Advice/Best Practice for Graded Regions and Coordination with Civil/Landscape Arch

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willkperkins
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Advice/Best Practice for Graded Regions and Coordination with Civil/Landscape Arch

Hello - 

 

I don't have a specific issue, but I am looking for advice on best practice/workflow for coordinating regraded areas in the model with civil engineers and landscape architects. I have been doing lots of tutorials on graded regions and I feel like I have a decent handle on how they work, but the tutorials are all fairly generic (which is understandable). They mostly show people making arbitrary changes to the grades, which gives a good sense of how the tool works, but not the best way to make it work when incorporating a consultants specific and carefully thought out changes. 

 

I would love to hear your advice/workflows. 

 

I start each project by creating a surface from spot elevations or contours that I received from the surveyor. Then at some point during the design I will get an updated file from civil or landscape with the revised elevations/contours. The main challenge seems to be easily/clearly understanding which of the existing points to delete and replace with new information. So I have been splitting the surface around the area of work and then just deleting all the points and using the new cad file to "create from import". I thought this was clever. It *sort of* worked but it was a little glitchy. Now I am wondering if I should just do the same but without splitting the surface. Maybe I make a graded region of the whole surface, delete ALL the points and then create new ones from the import? 

 

Thanks for your help!

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