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17 c'miof, 11 , iSEY <br />Our Uissiow To work together to resposihty grow ouf communiiry, and to prowlde quality, cost-effective. and eificlent gowemmenr services. <br />CC Regular Session <br />Meeting Date: 06/09/2015 <br />7.2. <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #15-06-147 Accepting Bids and Awarding a Contract for Garnet Street and 168th Avenue <br />Reconstruction, Improvement Project #13-10 <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to adopt Resolution 415-06-147 accepting bids and awarding a contract for Garnet <br />Street and 168th Avenue Reconstruction, Improvement Project #13-10. <br />Background: <br />City of Ramsey Improvement Project 13-10 proposes to reconstruct two paved street segments including Garnet <br />Street between 167th Street and the north plat line of Now & Then Estates, and 168th Avenue between Garnet <br />Street and the cul-de-sac to the west. The segment of Garnet Street to be reconstructed measures approximately <br />1,350 feet in length, and the segment of 168 th Avenue NW west of Garnet Street measures approximately 670 feet <br />in length. The total length of these two street segments is approximately 2,020 linear feet, or 0.38 miles. A map <br />showing the location and scope of the proposed improvements along both street segments is attached as Figure 1. <br />Existing Conditions <br />Both streets were constructed in 1988 using bituminous pavement and curbing. The existing soils in this area are <br />predominantly composed of a mixture of silty sands and clays which does not provide good structural support for <br />pavements. No storm sewer or public utilities exist under the streets, with the exception of the north and south ends <br />of Garnet Street where trunk water and sanitary sewer stubs exist, and a storm sewer culvert that exists under <br />Garnet Street just north of 16$11 Avenue. Both streets have received one sealcoat application in 2006. Since both <br />streets are relatively flat they are not able to efficiently shed stormwater runoff, resulting in stormwater runoff <br />pooling on the pavement for extended periods of time which then strips oil from the pavement leading to <br />accelerated degradation of the pavement. <br />Both streets have a Pavement and Surface Evaluation Rating (PASER) of 1 and are therefore among the worst <br />streets in the City in terms of pavement condition. In fact, several areas of Garnet Street no longer have bituminous <br />pavement and are instead paved with class 5 aggregate to allow the streets to remain in passable condition. Then <br />each spring when the ground thaws the streets becomes extremely difficult to navigate and maintain due primarily <br />to the poor underlying soils which become unstable when saturated with groundwater. <br />Proposed Improvements <br />Subgrade corrections are proposed along both street segments to provide a uniform, stable subgrade base for the <br />new pavement sections, thereby ensuring the new pavement sections can achieve their maximum life with minimal <br />maintenance. The subgrade corrections are proposed to consist of excavating 3 -feet of the existing unsuitable <br />subgrade materials and backfilling the voids with clean imported select granular borrow. Per the adopted Special <br />