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  1. Froachie

    Commercial driveway connection to locad road

    I attached a quick sketch. I am wondering how I need to warp the grading to produce an acceptable cross slope of the driveway at the tie in with the edge of pavement of the local rd. I need to warp from 5% to 2%? Or is 5% ok for the cross slope of the driveway where it meets the local rd...
  2. Froachie

    Commercial driveway connection to locad road

    Ok I probably should be a bit clearer, as when I reread my question, I confused myself. I have a site where the entrance is at elevation 840. The road I need to connect my entrance to is at elevation 843 and its south of the site. Starting at my site, I go north and I run 2% then I increase...
  3. Froachie

    Commercial driveway connection to locad road

    What is the proper way to grade a t-intersection? I have a site where my proposed driveway/entrance connects to an existing road at a max of 5% grade. However, the local road I need to connect to has a longitudinal slope of 6%. Can anyone lead me to a detail or drawing of how to grade this...
  4. Froachie

    Who should apply for the PERMIT?

    Any wetlands on-site?
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