Laserfiche WebLink
r ,• <br /> December 5, 1996 <br /> File: 260 - 084 -11 <br /> C01SCl,T16G F41G15EERS <br /> 1326 Energy Park Drive <br /> SC Paul, MN 55108 Mr. Jim March <br /> 612.644.4389 Administrator <br /> 1 -800- 888 -2923 City of Centerville <br /> F=612- 6449446 1880 Main Street <br /> Centerville, MN 55038 <br /> RE: STATUS OF PELTIER LAKE DRIVE <br /> POTENTIAL WATERMAIN CONSTRUCTION <br /> Dear Mr. March: <br /> At the November 26th Council meeting, the City Council requested information on the <br /> condition of Peltier Lake Drive. Enclosed is a brief summary of the construction history <br /> CIVIL ENGINEERING. Of this street. <br /> WIRONMENTAL <br /> AUNiaPAL Plans for the sanitary sewer to extend along the platted right -of -way for the Peltier Lake <br /> PLANNING Drive extension were completed in September 1976. The plans were prepared by <br /> SOLID WASTE Milner W. Carley. <br /> STRUCTURAL <br /> SURVEYING The plans for Peltier Lake Hills 1st Addition were completed in September 1978. Plans <br /> TRAFFIC consisted of bituminous streets, bituminous curb, sanitary sewer adjustments, and storm <br /> TRANSPORTATION sewer. The streets included Peltier Lake Drive, Peltier Circle, and the first 300 feet of <br /> Centerville Road. <br /> ELECTRICAL/MECHANICAL <br /> ENGINEERING. Peltier Lake Hills 2nd Addition was built by November 1985. These plans consisted of <br /> HVAC bituminous streets, concrete curb & gutter, sanitary sewer, and storm sewer. The streets <br /> POWER DISTRIBUTION included Clearwater Drive and the continuation of Centerville Road. There was also 4" <br /> 5CADA perforated draintile installed under Peltier Lake Drive from Peltier Circle to Clearwater <br /> SYSTEM CONTROLS <br /> Drive. <br /> The most recent street project was completed in February 1987, by MSA. It consisted of <br /> street and drainage improvements to Peltier Lake Hills 1st Addition. There were two <br /> possible street sections bid with the project. Sketches of the two options are enclosed. <br /> The first section includes 6th" of aggregate base, 2" of bituminous base course, and 1 1 /2 " <br /> of bituminous wear course. The second section included geotextile fabric installed over <br /> native, sandy, lean clay soils. There was 9" of aggregate base and 2" each of bituminous <br /> OFFICES 1N: base and wear courses. The engineer determined when each section would be appropriate, <br /> MINNEAPOLIS according to the soil conditions encountered. <br /> PRIOR LAKE <br /> ST. PAUL <br /> WASECA <br /> An Equal Opportunity Employer <br />