Agenda - Council - 10/27/1992 - Laserfiche WebLink

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The purpose of this study is to determine the feasibility and associated costs for the extension of municipal sewer and water service to a total of twelve existing legal parcels located along 149th Lane N.W. and to identify the costs associated with those improvements and the consequent replacement of existing street and storm sewer improvements. The benefitted properties are identified in Exhibit A. A petition for this feasibility study has been signed by six property owners who represent 100% of the benefitted properties. At the present time, the City has awarded a contract to have similar improvements installed to the eastern boundary of this proposed project area. This project may be pursued by a change order to this existing contract if unanimous approval of the property owners exists following the public hearing. DESCRIPTION OF lgXISTING CONDITIONS The project area consists of nine platted lots which are a portion of the Pondvale Estates subdivision and three metes and bounds lots ail fronting on 149th Lane N.W. The nine lots were platted such that each individual lot would conform to minimum urban lot standards, as the extension of sewer and water was anticipated ar the time these lots were platted. Presently, these lots are served by individual on-site sanitary systems and each existing residential unit owns a total of three of the platted lots to meet the area requirements for being serviced by the on-site systems. The platted area is serviced by a bituminous street having bituminous curb. The remaining three properties east of the platted Pondvale Estates, properties 1, 11 and 12 are metes and bounds properties which are one and two acre parcels. These three lots are presently serviced by a gravel road and on-site sanitary facilities. These properties have the potential of being further subdivided if serviced by municipal sanitary facilities. DESCRIPTION OF IMPROVEMENTS This project would extend the sanitary sewer and watermain facilities from the proposed intersection of Fluorine Street N.W. and 149th Lane N.W. to the end of the cul-de-sac. It is proposed to service this area with an eight inch sewer and a six inch watermain. Individual services would be stubbed out for all anticipated lots. Following installation of the underground utility, the entire project area would be restored with a 30 foot wide bituminous street with concrete surmountable curb and gutter. The existing bituminous flume on the end of the cul-de-sac would be replaced with a catch basin inlet and a discharge to the east ditchline of C.S.A.H. No. 5. Black dirt and sod would be placed behind the new curb and damaged driveways would be sawcut if necessary and restored in kind. I I I I I I 1 I ! ! ESTIMATED COSTS Below is an estimate of the costs associated with this project. The unit prices utilized for the estimate, except for the sod and driveway restoration are the unit prices for the adjacent construction work currently under contract with the City. I ! ,54 I