6.13. SR 11-21-2005 - Laserfiche WebLink

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I I I I I I I I I I I I I I I I I I I IV. EXISTING CONDITIONS Street Dodge Avenue was constructed in 1981. It serves a commercial/office Planned Unit Development, therefore, Dodge Avenue does serve heavier volumes of both light and heavy capacity vehicles. The roadway contains numerous patches and areas showing both surface or subsurface distress. The roadway has deteriorated with time due to the minimal thickness of the existing bituminous surfacing and the heavier volumes of traffic. Dodge Avenue is currently 30 feet in width. The improvement in 1981 consisted of a 4inch gravel base and a 2 inch bituminous layer, with a bituminous berm. Sanitary Sewer Ten inch PVC sanitary sewer is located under Dodge Avenue. At the south end of Dodge Avenue the sewer line heads west under TH 169 near KFC. Watermain Twelve inch ductile iron pipe watermain is located under the entire length of Dodge Avenue. Storm Sewer There are three catch basins connected by 15 inch concrete pipe with 21 inch pipe at the low point of Dodge Avenue. This storm sewer is just north of the project's limits. There is no storm sewer located under the portion of Dodge Avenue discussed in this report. Existing Private Utilities Private utilities that have facilities in or near the project area will be notified of the project and requested to incorporate repairs and relocations with the project as needed. Private utilities include Charter Communications, Elk River Municipal Utilities, CenterPoint Energy, Northstar Access and Qwest Communications. V. PROPOSED IMPROVEMENTS Resolution 05-71 directed that two different options be considered for the reconstruction of Dodge Avenue. They are as follows: 2