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A <br />The street section proposed would be narrower than the City of Ramsey's standard <br />suburban street section, but would minimize disruption to the adjacent lots during <br />construction since the street width proposed generally follows the present street <br />section width. <br />The street section proposed as shown on Exhibit B consists of a 3 inch gravel base <br />with a lZ" bituminous surface. This section is equivalent to a 5 -ton design in <br />accordance to the Department of Transportation specifications. This section has <br />been previously used in the city and other communities with no detrimental effects. <br />It is estimated that this street section has a life expectancy of 15 years with <br />minimal maintenance. <br />The proposed construction would not include any driveway construction with the <br />exception of a one foot apron, which would be provided on all driveways to pro- <br />tect the edge of the pavement. It would be the homeowner's responsibility to <br />extend existing bituminous or concrete driveways to match the street. <br />STORM DRAINAGE IMPROVEMENT: <br />With the proposed suburban street section, the need for roadside ditches is <br />eliminated. The only drainage improvements proposed at this time are culvert <br />extensions or replacements at the low points along 157th Lane as shown on Exhibit <br />A. It is also proposed to acquire two drainage easements to provide drainageways <br />to County Ditch No. 66 and 3 as shown on Exhibit A. <br />COSTS <br />Estimated costs and estimated quantities are provided below for the proposed <br />improvements: <br />Item <br />Bituminous Surfacing <br />Class V Gravel <br />Grading and Widening <br />Restoration and Drainage <br />Facilities <br />ESTIMATED COSTS <br />Estimated Quantity <br />775 Ton <br />1150 Ton <br />Lump Sum <br />Lump Sum <br />Estimated Construction Cost <br />Contingencies, Engineering, Administrative and <br />Easements <br />ESTIMATED PROJECT COST <br />Estimated Cost <br />$ 20,150 <br />6,600 <br />5,000 <br />4,475 <br />$36,225 <br />12,550 <br />$48,775 <br />2 <br />