A. All loading areas shall be surfaced with asphalt or concrete.
B. Except as may be required or exempted by the city engineer, loading areas shall be constructed in accordance with the following minimum tonnage standards:
1. One and one-half inch (1.5") wear course.
2. Two inch (2") base course.
3. Six inch (6") aggregate base (class 5).
4. Subgrade subject to city engineer's approval.
C. A continuous six inch (6") high back concrete perimeter curb barrier shall be provided at the perimeter of the loading area.
D. A minimum one (1) lift of surface as required by this title shall be installed prior to issuance of a certificate of occupancy or temporary certificate of occupancy. (Ord. 1031, 6-1-2020)