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I <br />I <br />i <br />I <br />I <br />! <br />I <br />I <br />I <br />! <br />I <br />I <br />i <br />I <br />! <br />I <br />I <br />I <br /> <br />The street section proposed would be narrower than the City of <br />Ramsey's rural street section but would be consistent with other <br />rural s~reet widths in the City. Due. to the extensive grading, it <br />is proposed to restore the boulevards with seed. <br /> <br />The street section proposed as shown on Exhibit B consists of a <br />three inch (3.0") gravel base with a minimum one and one-half inch <br />(1.5") bituminous surface. This section is equivalent to a five <br />(5) ton design in accordance with Department of Transportation <br />specifications. This section has been previously used in the City <br />and other communities. It is estimated that this street section <br />has a life expectancy of 15 years with minimal maintenance. <br /> <br />proposed <br />property <br />Gillman <br /> <br />STORM DRAINAGE IMPROVEMENT <br /> <br />To alleviate the drainage problem along Magnesium Street, it is <br /> <br /> to place one (1) cross street culvert on the Gillman <br /> and one (1) culvert approximately 300 feet south of the <br /> <br /> property. It is also proposed to construct a shallow <br /> <br />ditch on the east side of Magnesium Street to drain the street and <br />abutting properties into the culverts. <br /> <br />Some <br />While <br />which <br /> <br />existing driveways presently may not have driveway culverts. <br /> not all driveways would need a driveway culvert, those lots <br /> presently may cause potential flooding problems should be <br /> <br />required to install driveway culverts. This work is proposed to <br />be done by the owner of the affected property. <br /> <br /> <br />