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I <br />ii <br /> I <br /> I <br /> ! <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> ! <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br />B. Basalt Street <br /> <br />Existing Conditions <br /> <br />This length of unpaved Basalt Street is a total distance of 11013 and includes the segment from <br />CR 116 south of the street terminus 300 feet ~uth of 141st avenue. Currently, the road surface is <br />a 28-foot gravel surface and is contained within a 66-foot right-of-way. There is a general· <br />widening of the unpaved s. urface of the roadway at the southern end of this segment of roadway, <br />but no defined cul-de-sac. The road provides access to ten commercial lots. One' of these lots <br />has no frontage on Basalt Street, but takes its access through a fronting p~ceL Four of these <br />commercial lots are undeveloped (no permanent structures)', and one lot has. frontage on Basalt, <br />but takes its access from 141st Avenue, a paved street. ~-~- <br /> <br />At the present time there is a well developed roadside ditch system north of 141st Avenue, but is <br />not as well developed to the south. Drainage of these ditches is from south to north terminating. <br />in the CR 116 road ditch system. Adjacent paved streets-have rural cross sections and rely on <br />roadside ditches, for drainage. <br /> <br />Proposed Improvement Alternative A - Gravel Surface · <br /> <br />Alternative A would upgrade the road by-establiShing a roadside ditch system where it is <br />currently poorly developed on the segment south of 141St Avenue. Sufficient area exists to add a <br />32-foot radius cul-de-sac on the southern terminus. New culverts would need to be placed on <br />driveways south of 141st Avenue. <br /> <br />Because this is a commercial district, it is proposed that the surface be graveled with four inches <br />of Class 5 to a width of 30 feet. Otherwise, the cross section would conform to Figure A in all <br />other respects. Topsoil salvaged from the existing ditch area would be used to. restore ditches. <br />Disturbed areas outside the roadway would be reseeded and provided with adequate erosion <br />control until turf is reestablished. <br /> <br />Following construction, an application of calcium chloride would be applied annually in the <br />spring or early summer. The road would be regraded approximately monthly between April and <br />October. After five. years, two additional inches of Class 5 ,,vould be added to the roadway. <br /> <br />Proposed Improvement - Alternativ'e B - Paved Surfacing <br /> <br />Similar improvements to those described in Alternative. A above would be m~ide to improve <br />drainage and establish a small cul-de-sac: In addition to the four inches of Class 5, the roadway <br />would be surfaced with 3 inches of Class 5 placed in two lifts. Following construction, a <br />sealcoating would be applied alter five years. <br /> <br />.-34~7 <br /> <br /> <br />