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The proposed pavement section for the roadways will consist of I V2 inches of bituminous <br />wearing course, 2'/2 inches of bituminous base course, 6 inches of Class 5 aggregate <br />base, and 12 inches of select granular material over an acceptable, compacted subgrade. <br />After the street excavation is completed to accommodate the above mentioned pavement <br />section, a geotextile fabric will be placed to separate the existing underlying soft <br />materials from the granular materials. One foot of select granular material or "sand <br />cushion" will be placed on the geotextile fabric to provide a firm base for the 6 inches of <br />Class 5 aggregate base and 4 inches of bituminous asphalt pavement. <br />It should be noted that this report proposes to replace the existing concrete pavement with <br />bituminous asphalt pavement per resolution 07-022 and the Council's decision after <br />reviewing the Street Reconstruction Task Force report presented at the November 13, <br />2007 City Council Meeting. <br />The proposed typical section is shown on Figure 8 in Appendix A. <br />4.5 Permits and Approvals <br />Reconstruction of the roadways will disturb over one acre and will require a National <br />Pollution Discharge Elimination Systems (NPDES) General Storm Water Permit (MNR <br />100001) that must be obtained by the City of St. Anthony Village from the Minnesota <br />Pollution Control Agency (MPCA). <br />The reconstruction of the existing watermain will require a permit fro n the Minnesota <br />Department of Health (MDII). <br />The reconstruction will also require a permit from the RCWD. This may require <br />stormwater treatment for the runoff from the project area which is proposed at Central <br />Park. <br />4.6 Detour Routes <br />The project will require significant excavation and the disposal of unacceptable material <br />from the existing street area as well as a supply of significant volumes of select granular <br />base, aggregate base, and bituminous pavement materials. This effort will require closing <br />the roads under construction and increasing loaded truck traffic on the streets adjacent to <br />the construction area. Adequately signed detours will be identified to direct traffic <br />around the construction zones and notify users of the increased truck and construction <br />activity. In order to accommodate the property owners along the excavated roads, <br />temporary parking on the adjacent streets may be necessary during the periods when <br />vehicle access is not possible. <br />2014 STREETAND UTILITY IMPROVEVILM PROJECT <br />1"EASIBILI7'Y REPORT <br />CPPV OF ST. ANTHONY VILLAGE <br />NSB PROJECP NO. 1626-82 <br />TABLE OF CONTENTS <br />PAGE <br />29 <br />