(A) Business, shopping center and industrial drives shall be paved from the edge of the new pavement to the point where the grade of the new drive intersects the grade of the existing drive, or on relocated drives to the point where the geometric limits of the new drive meet the existing drive.
(B) Business, shopping center and industrial drives having an existing hard surface or aggregate surface when replaced or improved shall be replaced with a pavement of a similar type insofar as practicable, using one of the following designs for the portion beyond the return or apron:
(1) 8" 452 plain Portland cement concrete.
(2) 1 1/4" 404 asphalt concrete.
1 1/4" 402 asphalt concrete.
408 prime coat using 0.4 gallon RT-2 or RT-3 per square yard.
8" 304 aggregate base.
(3) 1" 404 asphalt concrete.
5" 301 bituminous aggregate.
(4) 10" 411 or 304 aggregate base.
NOTE: Additional thicknesses may be provided for the above courses where unusual weights or types of vehicles are expected to use the drive.
(Ord. 116-87, passed 12-28-87)