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(A) A tangent at least 100 feet long shall be introduced between reverse curves on arterial and collector streets. Where there is a deflection angle of more than ten degrees in the alignment of a street, a curve with a radius adequate to ensure safe sight distance shall be made. The minimum radii of curves provided shall be required.
(B) Every change in grade shall be connected by a vertical curve constructed so as to afford a minimum sight distance of 200 feet, the sight distance being measured from a driver’s eyes, which are assumed to be four and one-half feet above the pavement surface, to an object four inches high on the pavement.
(C) Profiles of all streets showing natural or finished grades, drawn to an approved scale, may be required by the city.
(Prior Code, § 7.6)
(A) All streets shall be designed so as to provide for the discharge of surface water from the pavement and from the right-of-way by grading and drainage. For adequate drainage, the minimum street grade shall not be less than 0.5%. The city shall not approve streets which will be subject to inundation or flooding. All streets must be located at elevations which will make them flood-free in order that portions of the subdivision will not be isolated by floods.
(B) Where flood conditions exist, the city shall require profiles or elevations of streets in order to determine the advisability of permitting the proposed subdivision activity. Fill may be used in areas subject to flooding in order to provide flood-free streets if the fill does not increase flood heights. Drainage openings shall be designed so as not to restrict the flow of water and thereby increase flood height.
(Prior Code, § 7.7)
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