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INTRODUCTION <br /> <br />The City received a petition for street grading and pavement improvements on December <br />I0, 2004. A copy of this petition is included in Appendix A. This petition was considered <br />by the City Public Works Committee on January 18, 2004 and was forwarded to the City <br />council with a recommendation that.a feasibility study be prepared. This recommendation <br />was ratified by the City Council at the February 8, 2005 meeting. <br /> <br />The petition received requested that the following segments of street; 163rd Lane from <br />Variolite Street to Uranimite Street; Uranimite Street from I63rd Lane to 164th Lane; <br />164th Lane from Uranimite Street to Sapphire Street; Sapphire Street from 164th Lane to <br />164th Avenue; and 164th Avenue from Sapphire Street to a point 300 feet east thereof, <br />hereafter which shall be referred to as Welcome's Road, be considered for improvements <br />consisting of ~ading and bituminous paving. The project area is illustrated in Figure 1. <br /> <br />This report will identify the current conditions and along with the proposed <br />improvements and the associated costs. Finally this report will outline the proposed <br />method of financing for each element of the improvements. <br /> <br />EX/STING CONDITIONS <br /> <br />The streets above identified as Welcome's road consist of slightly over one halfmile of <br />sand surfaced street which varies in width, but are generally about 30 feet wide. The <br />alignment does not consistently follow the center of the 66 foot right of way. Drainage is <br />provided by roadside ditches and driveway culVerts along most of the length of the <br />project area, but are lacking over a si~m'fificant portion of the roadway. <br /> <br />PROPOSED IMPROVEMENTS <br /> <br />it is proposed that the roadway be regarded such that it is aligned within the center of the <br />66 foot fight of way. A 28 foot wide bituminous pavement shall consist of four inches of <br />class 5 granular base, two inches of bituminous base course, and 1.5 inches of bituminous <br />wear course. <br /> <br />Drainage shall be provided through re~aded roadside ditches and new driveway culverts <br />over the majority of the project length; however, in an effort to avoid tree impacts it is <br />proposed that a bituminous berm curb be placed along 163~d Lane and the southerly <br />portion of Uranimite Street. Drainage shall be conveyed from the southeast portion of the <br />project area to the Varolite Street ditchline. Drainage from the southeast portion of the <br />project area shall be conveyed to County Ditch 3/66 which crosses 164th Avenue between <br />Sapphire and Quartz Street. Drainage from:the majority of the project area shall be <br /> <br /> <br />