(B) Curb and gutter. No curb and gutter shall be constructed normally, but special circumstances may require some. The city engineer will decide when curb and gutter and the type shall be required.
(C) Sidewalk. No sidewalk shall be constructed in the Rural Area.
(D) Street lights. No street lights shall be constructed in the Rural Area.
(E) Vertical profile of street. The vertical profile of a street in the Rural Area should have the proposed edges of pavement near the existing ground to reduce the need for constructed slopes and to facilitate overland drainage and/or existing wash crossings in dip-sections.
(F) Stormwater drainage. The stormwater drainage shall normally be conveyed across the Rural Area streets in a dip-section per MAG Standard Detail 552. The dip-section shall only be used where:
(1) The calculated Q100 drainage flow will be less than 12 inches maximum depth at the dip-section.
(2) The calculated Q100 drainage flow velocity at the dip-section shall not be detrimental to a vehicle crossing the dip-section.
(3) A dip-section needs to act as a spillway area for a larger drainage flow that will not be able to be conveyed totally under the street section (e.g., FEMA designated areas) when the depth or velocity is too great for a normal dip-section.
(G) The city engineer shall reserve the right to require modifications to the above standards along major arterial streets within the Rural Area.
(Ord. passed - - )