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Sewer service for each home in the two developments would consisting of a 4-inch PVC line. <br />Services will be extended to the property line. The property owners would be responsible for the <br />connection to the service. The City will provide grinder pump stations for the property owners that <br />cannot be served by gravity as or part of the overall project cost. The installation of the grinder <br />pump will be a rcsponsiblity of the property owner. <br />The project will generally be constructed within the right-of-way of existing streets, but the <br />alignments selected and shown on Figures 2 and 3 will require some permanent casements and <br />temporary easements to allow for construction. <br />The streets will be restored with 1 l/i inches of bituminous wear course, 2 inches of bituminous base <br />course, and 12 inches of aggregated base, 100 % crushed material. This was based on a roadway <br />axle design of 7 tons for lesidential streets. Currently, Dakota Avenue is a gravel street. A cost has <br />been included in the Appendices for paving Dakota Avenue. <br />Detailcid cost estimates for the sanitary sewer improvements are presented in the Appendices. <br />Sanitary Sewer Improvements <br />f- T- r M mm rriw^ i iii ^mr^rir-1