1976.06.07 ORD 1976-130 - Laserfiche WebLink

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Subd. D. Surfacing. Permanent surfacing may be required where, in the opinion of the City Engineer, it is felt that there may be excessive erosion and maintenance at or near the street. Subd. .E. Diversion Flume. A drainage flume may be re- quired for deflecting water from driveway edges to ditch bottom for preventing erosion. Spec- ifications to be determined by the City Engineer. This flume shall be bituminous or concrete. 82-6. CORNER CLEARANCE. The minimum dimensions for corner clearances are listed in Table I. The City Engineer shall determine if the presence of bus stops, sepa- rate turning lanes, skew or complex intersections, un- usually wide roadways, or heavy traffic generators warrants greater corner clearances. 82-7. DRIVEWAY ANGLE. Driveway angle "Y" shall not be less than sixty (60) degrees where two way vehicular traf- fic is anticipated. Angles between sixty (60) degrees and forty-five (45) degrees are acceptable for one- way vehicular traffic where no pedestrian conflict ex- ists. 82-8 . EDGE CLEARANCE. The minimum dimensions for edge clear- ances are listed in Table I. All portions of the driveway should be within the frontage boundary line. 82-9. EFFECT OF CHANGE OF CONDITIONS. In the event of a change in land use or major change in the traffic pattern of the existing facility, existing driveways are not automatically perpetuated and new driveway access applications shall be submitted. 82-10. EFFECT OF VIOLATION OF PERMIT. If the terms of the permit are violated, or if the City Engineer deter- mines that continuance of a driveway access is par- ticularly hazardous, the City Council may require re- vision of the access. 82-11. USE OF RIGHT-OF-WAY LIMITED. No part of the right- of-way of a city street may be used for servicing of vehicles or the conduct of private business. -7-