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<br /> . Brighton Way <br /> The existing condition ofthe majority of the pavemcnt on this strect indicatcs a <br /> structural failure, which would typically call for a complete reconstruction. However, <br /> since the existing concrete curb and gutter is generally in good condition, staff <br /> recommends a full depth pavement replacement. The entire section of bituminous <br /> pavement will be removed, which will allow for the subgrade to be examined, <br /> identifying areas that need additional correction. The recommended pavement section <br /> is 3.5 inches of bituminous over the existing subgrade. <br /> Pine Tree Drive and Harriet A venue <br /> After reviewing the pavement, and comparing our visual observations to the estimated <br /> 2007 pel, stall feels that the condition of these streets is adequate, and that the <br /> estimated PCI values are artificially low. Staff recommends that these two streets bc <br /> added to the seal coat projcct for 2007, and postpone the mill and overlay for <br /> approximately five years. This adjustment to the CIP will also adhere to the <br /> ncighborhood approach that staff and City Council have tried to maintain, as Benton <br /> Way is slated for a seal coat prior to a mill and overlay as well. <br /> Connelly A venue <br /> The existing bituminous pavement is in necd of reinforcement. Thereforc, staff <br /> recommends that the street be milled to a depth of 2 inchcs and fortified with a 2 inch <br /> bituminous overlay. By preserving the existing curb lines along this segment, the new <br /> . vertical alignment will approximate the inplaec alignment. Necessary corrections to the <br /> subgrade will be made in areas exhibiting morc scverc signs of distress prior to paving <br /> the overlay. The pedestrian ramps at County Road E do not mect current standards, <br /> therefore are proposed for replacement as a part of this project. The concrete valley gutter <br /> at the easterly inkrsection with County Road E is in need of repair, and will be removed <br /> and replaced as well. <br /> Lametti Lane and Lametti Circle <br /> The existing bituminous pavement is in need of reinforcement. Therefore, staff <br /> recommends that the street be milled to a depth of 2 inches and forti tied with a 2 inch <br /> bituminous overlay. By preserving the existing curb lines along this segment, the new <br /> vertical alignment will approximate the inplace alignment. Necessary corrections to <br /> the subgrade will be made in areas exhibiting more severe signs of distress prior to <br /> paving the overlay. <br /> Chatham A venue, from County Road E-2 to Chatham Court <br /> After reviewing the pavement, and comparing our visual observations to the estimated <br /> 2007 PCI, stalTfeels that the condition of these streets is adequate, and that the <br /> estimated PCI values are artificially low. Staff recommends that these segment of <br /> Chatham, as well as thc rest of the Chatham neighborhood, be added to the seal coat <br /> project for 2007, and schedule a mill and overlay in approximately five years. This <br /> modification is more continuous with the neighborhood approach that staff and City <br /> . Council have tried to maintain. <br /> 18 <br />