1980-022A Council Ordinances - Laserfiche WebLink

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ORDINANCE NO. 22A CITY OF LINO LAKES COUNTY OF ANOKA STATE OF MINNESOTA AN ORDINANCE AMENDING ORDINANCE NO. 22, PASSED BY THE THEN VILLAGE COUNCIL ON OCTOBER 14, 1957, AND REGULATING STREET CONSTRUCTION IN THE CITY OF LINO LAKES. The City Council of the City of Lino Lakes, Anoka County, Minnesota, ordains: SECTION I. Section 13, of Ordinance No. 22, passed by the then Village Council on October 14, 1957, is hereby amended by replacing the same with the following: SECTION 13. CONSTRUCTION OF STREETS A. All City streets shall be constructed and all radical improvements of City streets shall be in accordance with and shall comply with specifications drafted by the City Engineer and approved by the City Council, which are hereby referred to as "STANDARD PLAN SPECIFICATIONS", a copy of which shall be kept on file in the office of the City Clerk -Treasurer and available for inspection at regular City Office hours and which are hereby made a part hereof. B. Each new street project or radical street improvement project shall have plans and specifications which have been examined and signed by a Minnesota Registered Engineer. C. All streets constructed or radically improved within the City of Lino Lakes shall be constructed or improved in accordance with specific plans and specifications prepared by the City Engineer, or by a Minnesota Registered Engineer and approved by the City Engineer and all as approved by the City Council. D. All residential streets being constructed or radically improved shall be designed as a minimum of 7 ton design loading and capable of carrying a minimum of 400 motor vehicles per day. E. (1) Soil borings for each new street or radically improved street shall be required before any construction begins. The location and number of such borings shall be as required by the City Engineer on each project. (2) A Hveem Stabilometer R-Value shall be determined from the soil samples by a qualified Soils Engineer and his calcula- tions presented to the City Engineer. (3) The R-Value shall be used by the City Engineer to determine the necessary thickness of the gravel base for and to determine the necessary thickness of the bituminous surface for the prepared streets.