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I <br /> I <br /> I <br /> I- <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br />'1 <br /> I <br /> I <br />'1 <br /> ! <br /> I <br /> I <br /> <br />in the other areas of the city. It is estimated that this street section has. a <br /> <br />life expectancy of 15 years with minimal maintenance. <br /> <br />The proposed construction generally would not include any driveway construction <br />with the exception of a one foot {l') apron which would be provided to protect <br />the edge of the pavement on the rural cross-section street. It would be the <br />homeowner's responsibility to extend existing bituminous or concrete driveways <br />to match the street. In special cases, if the street grades are revised to <br />require driveway adjustments, those adjustments would be made as part of the <br />project. <br /> <br />STORM DRAIANGE IMPROVEMENT <br /> <br />The present storm drainage system appears to be functional with the exception <br />of culvert cleaning and ditch cleaning. To control the runoff, the intersection <br />of 152nd Avenue and Jaspar Street and on the 152nd Avenue cul-de-sac, it is <br />proposed to construct streets with bituminous berms as shown on Exhibit A. It <br />is also proposed to construct bituminous berms along the north end of Hematite <br />Street to carry the street runoff to the low area. <br /> <br />The proposed improvements would not provide a positive outlet to the drainage. <br />as proposed in the Comprehensive Storm Drain Study. However, it is not <br />anticipated that the drainage will create any major problems with only <br />occasional flooding of the low areas occurring during heavy rains and during <br />snow melt prior to the disappearance of frost in the spring.. The ultimate <br />solution to the drainage would require construction of a drainage outlet to <br />County Ditch No. 66 and No. 3. <br /> <br /> <br />