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Our Mistionc To work together to reipoiibly grew our comma nityr, and to provide quality, cert-oliBcdwe, and efficient government services. <br />CC Regular Session 7. 1. <br />Meeting Date: 10/13/2015 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Public Hearing - Adopt Resolution #15-10-253 Adopting Assessment Roll Certifying Garnet Street and 168th <br />Avenue Reconstruction Assessments; Improvement Project #13-10 <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to adopt Resolution #15-10-253 adopting the assessment roll certifying Garnet Street <br />and 168th Avenue Reconstruction assessments; Improvement Project 13-10. <br />Background: <br />City of Ramsey Improvement Project 13-10 involves reconstructing 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 west plat line of Now & Then Estates. The reconstructed segment of Garnet Street measures <br />approximately 1,350 feet in length, and the reconstructed segment of 168th Avenue NW west of Garnet Street <br />measures approximately 670 feet in length. The total length of these two street segments is approximately 2,020 <br />linear feet, or 0.38 miles. A map showing the location and scope of both streets 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 a mixture of silty sands and clays which do not provide good structural support for pavements. No <br />storm sewer or public utilities exist under the streets, except at the north and south ends of Garnet Street where <br />trunk water and sanitary sewer stubs exist, and a storm sewer culvert that exists under Garnet Street just north of <br />1681) Avenue. Both streets received one sealcoat application in 2006. Both streets are relatively flat so they are not <br />able to efficiently shed stormwater runoff, resulting in stormwater runoff pooling on the pavement for extended <br />periods of time which strips oil from the pavement leading to accelerated pavement degradation. <br />Both streets had a Pavement and Surface Evaluation Rating (PASER) of 1 ranking them as two of the worst streets <br />in the City in terms of pavement condition. In fact, several areas of Garnet Street were missing bituminous <br />pavement and were maintained as an aggregate surface. <br />Proposed Improvements <br />Subgrade corrections were completed along both streets to provide a uniform, stable subgrade base to ensure the <br />new pavement sections can achieve a 60 -year design life with regular, cost-effective maintenance. The subgrade <br />corrections consisted of excavating 3 -feet of unsuitable subgrade materials and backfilling the voids with clean <br />imported select granular borrow. <br />Both streets were reconstructed to match the existing width of 31 -feet from back -of -curb to back -of -curb. Concrete <br />curb and gutter and storm sewer were added to both streets to better facilitate drainage and to protect the edges of <br />