Laserfiche WebLink
The street sections proposed as shown on Exhibits B and C consists of a 3 inch <br />gravel 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 used in the city and other communities with no detri- <br />mental effects. It is.estimated that this street section has a life expectancy <br />of 15 years with minimal maintenance. <br /> <br />The proposed construction would not include any driveway construction with the <br />exception of a one foot apron, which would be.provide~ on all driveways to protect <br />the edge of the pavement. It would be the homeowner's responsibility to extend' <br />existing bituminous or concrete driveways to match the.street. <br /> <br />Storm Drainage Improvement: ¢ <br /> <br />The present drainage system appears adequate, therefore,-only minor ditch grading <br />and cleaning of the exiSting'cross-Street culverts are proposed at this time.- <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 />This work is proposed to be done by the owner of the affected property. <br /> <br />Costs: <br /> <br />Estimated costs and estimated quantities are provided below for the proposed <br />improvements. <br /> <br /> Item <br />Bituminous Surfacing <br />Class V Gravel <br />Shaping and Widening <br /> <br />'ESTIMATED'COSTS <br /> <br />Est..Quantity Est. Cost <br /> <br />700 Ton $17,150 <br />1500 Ton 8,250 <br />Lump Sum 3,500 <br /> <br />-3- <br /> <br /> <br />