We have a client who is looking to dispose of a large quanity of excess soil on a vacant property. We plan to hold the elevations near the northern property line, slope 2% in a southerly direction, then tie in at 3:1 slopes along the southern property line. What is the best method to determine where the break point between the 2% and the 3:1 tie grades would be?
Civil3D 2013
thx
Solved! Go to Solution.
Solved by troma. Go to Solution.
Create a feature line at the north boundary, elevations from surface (existing ground). Then create a grading at 2% going all the way to the south boundary. Create a surface as part of the grading (2% surface).
Then create a feature line at the south boundary, elevations from surface (existing ground). Then create a grading at 3:1 targeting the 2% surface.
That will max out the site for volume.
Mark Green
Working on Civil 3D in Canada