Hi Autodesk Community,
-I have an existing surface varying elevation 104.420m ~ 109.740m.
-First, I have to remove 200mm Soil Stripping,
-Second, apply 1m stock piling but up to elevation 106.750m only.
here three cases can arise: -
Case-1). apply stock piling fully for 1m.
Case-2). apply stock piling partially 0m~1.0m up to elevation 106.750.
Case-3). not apply stock piling if stripping elevation goes below elevation 106.750.
-Third, do cut & fill to reach elevation 106.750 (site preparation elevation).
-Fourth, model PVD working platform of thickness 400mm from elevation 106.750.
What is correct method to do all this task accurately.
for now, I am doing,
import contour data and create existing surface, offset it 200mm for soil stripping,
offset 1.0m for stock piling, then I have made different surfaces for flat area (106.750m) and varying area (above 106.750m) marking it to plan, then combined these two surfaces into a composite surface to calculate earth volume. I also marked area where stock piling not coming (below 106.750) and hide it from boundary.
Problems occur: -
surfaces do not connect properly at intersection parts; they catch connecting parts up or down 1mm~50mm approx. that effect values coming on elevation Bands created by me.
Material hatches not come on some profile.
Please suggest correct method to perform all this task
Thanks in advance 🙂
