Originally Posted by
dqattan
I am in the process of tracking a construction site via a Revit model. The site is relatively small and flat, 50x50m, overall grade difference of approximately 1m. I would like to grade the site to follow the ongoing excavation. There are only four elevation points available, one on each corner of the site. When I use 'grade region' to insert new points, about 5m below surface level, the whole site becomes a gradual grade, whereas it is actually a steep drop along the property line.
What is the best practice to achieve the exact excavation in order to schedule accurate cut/fill values?
D.Qattan
architect