Note: The diagram below conforms to the 2014 revised Standards for SESC in NJ
 |
Table 27-1: Lengths of Construction Exits on Sloping Roadbeds
|
Percent Slope of Roadway
|
Length of Stone Required
|
|
|
Coarse Grained Soils
|
Fine Grained Soils
|
|
|
0 to 2%
|
50 ft.
|
100 ft.
|
|
2 to 5%
|
100 ft.
|
200 ft.
|
|
> 5%
|
Surface stabilized with Hot Mix Asphalt base course* | |
* As prescribed by local ordinance or other governing authority.