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Our Mistioi}: To work together to reipoiibly grew our comma nityr, and to provide quality, cent-oliBcdwe, and efficient government services. <br />CC Regular Session 7. 1. <br />Meeting Date: 04/12/2016 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #16-04-061 Approving Plans and Specifications and Authorizing Bids for Improvement Project <br />#16-00, Division C; Andrie Street and 164th Lane Reconstruction <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to consider adopting attached Resolution #16-04-061 approving plans and specifications <br />and authorizing advertisement for bids for Improvement Project #16-00, Division C; Andrie Street and 164th Lane <br />Reconstruction. <br />Background: <br />City of Ramsey Improvement Project #16-00 Division C proposes to reconstruct the pavement sections, improve <br />the storm sewer system, and complete other appurtenant work on two urban street segments connecting Alpine <br />Drive and Jarvis Street through the Northfork development in the southwest corner of the City. The street segments <br />proposed to be reconstructed total approximately 9,963 linear feet (1.89 miles) in length and include Andrie Street <br />(approx. 6,312 linear feet) from Alpine Drive to 164th Lane, and 164th Lane (approx. 3,651 linear feet) from <br />Andrie Street to Jarvis Street. A layout showing the scope of the proposed improvements is included on the attached <br />title sheet of the final plans. <br />Andrie Street and 164th Lane were both constructed in 1985 using bituminous pavement and bituminous curbs at a <br />width of 31 feet from back -of -curb to back -of -curb. Both streets were constructed with minimum grades and lack a <br />sufficient number of catch basins to effectively drain stormwater runoff from the streets which has resulted in an <br />accelerated deterioration of the pavement sections. City crews have therefore been patching these streets multiple <br />times a year, particularly before winter months, to allow the streets to be plowed without pulling pieces of pavement <br />up in the process. <br />City staff evaluates and rates pavement conditions on all city streets annually using the Pavement and Surface <br />Evaluation Rating (PASER) system. In the fall of 2015, the pavement sections of the above -referenced street <br />segments had PASER ratings of 2, ranking them as some of the worst street segments in the City. A PASER rating <br />of 2 also implies that these streets are past the point of applying an overlay so the streets require complete <br />reconstruction. <br />The final design included in the plans and specifications provides for reconstructing both streets at a width of 33 <br />feet from back -of -curb to back -of -curb (2 feet wider than existing) using B618 concrete curb and gutter, a <br />bituminous pavement section of 3'/2" bituminous pavement over 6" of modified class 5 aggregate base, an improved <br />storm sewer system, and a designated on -street parking lane along one side of the streets (the north and east sides), <br />including signing and striping to designate the on -street parking lane. No centerline or edge striping is proposed but <br />NO PARKING signs are proposed along the side of the streets without designated on -street parking (the south and <br />