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INTRODUCTION <br /> <br />The City received :a petition for street~ grading and pavement improvements on December <br />10, 2004. A copy of this portion is included in ApPendix A. This petition was considered <br />by the City Public Works cgmmittee !on j ,anuary 18, 2004 and was forwarded to the City <br />council with a recommendation that alfeasibility 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 />Varioliteth Street to Uranimito:' Street; ~Uranimitei Street from 163ra Lane to 164th Lane; <br />164 Lane from Uranimite Street to saPPhFe Street; Sapphire Street from 164th Lane to <br />164~1 Avenue; and 164th Ayenue .from Sapphire Street to a point 300 feet east thereof, <br />hereafter which shall be referred to asiWelrome's Road, be considered for improvements <br />consisting of grading and bi~n0Us 15avingl The project area is illustrated in Figure 1. <br /> <br />This report will identify i:the current C°nditions and along with the proposed <br />im.provements and the associated costs. Finally this report will outline the proposed <br />method of financing for each element Of the improvements. <br /> <br />EXISTING CONDITIONS : <br /> <br />The streets above identified as Welcomers road consist of slightly over one half mile of <br />sand surfaced street which var, i,'es in wiidthi but are generally about 30 feet wide. The <br />alignment does not-consistent!y foilo~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~fieant portion of the roadway. <br /> <br />PROPOSED IMPROVEM]gNTS <br /> <br />It is proposed that the roadwaY be reg~ded SUCh that it is aligned within the center of the <br />66 foot ·right of way. A 28 foOt wide bituminous pavement shall consist of four inches of <br />class 5 granular base, two inches ofbi~min°us base course, and 1.5 inches of bituminous <br />wear course. <br /> <br />Drainage shall be provided through reg~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 eurbbep!aCed along 163ra Lane and the southerly <br />portion of Uranimite Street, Drainage S.,hall 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 conveyedito C°un~ Ditch 3/66 which crosses 164th Avenue between <br />Sapphire and QuartZ Street. Drainage fi/om:the majority of the project area shall be <br /> <br /> <br />