§ 9162.05. Paving and Drainage of Vehicular Areas.

A. Except as provided in subsections B and C of this Section, all areas used for the movement, parking, loading, repair or storage of vehicles of any type shall be paved with either:

• (1) Concrete to a minimum thickness of three and one-half (3-1/2) inches over four (4) inches of crushed aggregate base; or

• (2) Asphaltic concrete to a minimum thickness of three and one-half (3-1/2) inches over four (4) inches of crushed aggregate base; or

• (3) Other surfacing material which, in the opinion of the Public Works Director, provides equivalent life, service and appearance.

B. All areas used for the maneuvering, parking or stacking of trucks, whether single body or double body, shall be paved with either concrete or asphaltic concrete. The minimum thickness of the paving and base shall be determined by an on-site pavement study completed by a licensed soils engineer approved by the Public Works Director.

C. The apron area for double body trucks having a minimum length of forty-five (45) feet shall be paved with concrete. The minimum thickness of the paving and base shall be determined by an on-site pavement study completed by a licensed soils engineer approved by the Public Works Director.

D. All such areas shall be graded and drained to dispose of all surface water. Drainage shall not be permitted across the surface of sidewalks or driveways, except for vehicular areas serving single-family residential uses.

(Ord. 87-821 § 2; Ord. 84-705 § 8)