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The street section proposed would be narrower than the City of Ramsey's rural <br />street section, but would minimize disruption to the adjacent lots during con- <br />struction si'nce the street width proposed generally follows the present street <br />section width. <br /> <br />.The street section proposed as. shown on Exhibit B consists of a 3 inch gravel <br />base With a 1~" bituminous surface. This section is equivalent to a 5-ton <br />design in accordance to the Department of Transportation specifications.~ This <br />section has been previously'u~ed in the city and other communities. It is esti- <br />mated that this street section has a life expectancy of 15 years with minimal <br />maintenance. <br /> <br />The proposed construction would not include any driveway construction with the' <br />exception of a one foot apron which would be provided to protect the edge of the <br />pavement. It would be the homeowner's responsibility to extend existing bituminous <br />or concrete driveways to match the street. <br /> <br />STORM DRAINAGE IMPROVEMENT: <br /> <br />The present storm drainage system appears to be functional with the exception of <br />the need for two cross-street culverts as shown, on Exhibit A. It is proposed <br />to obtain drainage easements over existing ditches outside the right-of-way'nd <br />over low areas where ponding presently occurs. Ditch cleaning, adjusting and <br />cleaning of {he existing cross-street culverts and construction of the required <br />cross-street culverts is also proposed. · <br /> <br />Some existing driveways presently do not have driveway culverts. While not all <br />driveways would need a driveway culvert, those lots which presently may cause <br />potential flooding problems should be required to install driveway culverts. <br /> <br />This work is proposed to be done by the owner of the affected property, with <br /> <br />the exception of those areas where ditch lowering or drainage patterns are changed. <br /> <br />COSTS: <br /> <br />Estimated costs and estimated quantities are provided below for the proposed <br />improvements.- <br /> <br /> <br />