Subdivision pavement sections shall include a stone and an asphalt concrete base per ODOT Items 301 and 304. Subgrade preparation shall conform to the Archbold Engineering Standards. The minimum thicknesses of stone base and asphalt concrete base are shown in Table 5:
Table 5 Street Pavement | Base Minimum Requirements | ||||
STREET TYPE | AGGREGATE BASE | ODOT ITEM | ASPHALT CONCRETE BASE | ODOT ITEM |
LOCAL | 8 inches | 304 | 3 inches | 301 |
COLLECTOR | 8 inches | 304 | 4½ inches | 301 |
ARTERIAL | 10 inches | 304 | 5 ½ inches | 301 or 302 |
(Ord. 2024-16, passed 2-19-2024)