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.

 

 

Stabilized Construction Access Detail