(A) Street curbs shall be rounded by radii of sufficient length to permit the smooth flow of traffic, but in no case shall the curb radii be less than 25 feet for a minor street, or 40 feet for a major street or a street in a commercial or industrial development.
(B) Where a proposed street with curbs intersects an existing street without curbs, the curb radius shall be designed so there is a minimum of 12 feet offset between the termination of the curb and edge of the existing street pavement.
(C) Street right-of-way at intersections shall be designed to provide a minimum of ten feet separating the street right-of-way and curb.
(D) Intersections shall be as nearly at right angles as is possible, and no intersection shall be at an angle of less than 70 degrees.
(E) Intersections of more than two streets at one point shall not be permitted.
(F) When a street of lesser functional classification intersects with a street of greater functional classification, the radii arcs at the intersection will comply with the standards for the street of greater functional classification.
(G) There shall be at least 100 feet of tangent alignment before entering an intersection.
(H) The placement of a driveway that is located near a street intersection shall be based on sound engineering design.
(I) Street intersections shall not be closer than 200 feet centerline to centerline for minor streets and 500 feet centerline to centerline for a major street. This provision does not apply to a frontage road.
(J) When a street of lesser functional classification intersects with a street of greater functional classification, the pavement thickness of all improvements within the right-of-way of the intersection shall comply with the standard for the greater street.
(Ord. 1999-06, passed 6-8-99)