20210211 Ver 1_typical Cross Section 2_20210129

NC 45
C/L
NC 45 Oyster Creek Road
Shoulder Repair/Stabilization
Typical Cross Section
Scale: NTS Dimensions Shown
Date: 29 January 2021
Sheet 2 of 2
Geotextile Matting
NWL
Proposed Class B Riprap
Placed on a 2’:1’ Slope
Edge of Pavement
Fill to Rebuild Shoulder to
Consistent 4’ Av. Width
3.5’ Av. Below NWL
2’ Max