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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. 2. <br />Meeting Date: 05/14/2019 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #19-113 Accepting Bids and Awarding Contract for Improvement Project #19-01, Ford Brook <br />Estates Street Reconstructions <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to adopt Resolution #19-113 accepting bids and awarding a contract for construction for <br />Improvement Project #19-01, Ford Brook Estates Street Reconstructions. <br />Background: <br />Attached is a copy of the plans prepared by City staff for Improvement Project #19-01, Ford Brook Estates Street <br />Reconstructions, which proposes to reconstruct 180th Lane and Krypton Street in the Ford Brook Estates <br />neighborhood. Maps attached to this case show the general location and scope of the proposed improvements. <br />Existing Conditions <br />Krypton Street and 180th Lane were constructed in 1981 as rural sections with bituminous pavement at a width of <br />24 feet and measure approximately 860 feet (0.16 miles) in length. Both streets are generally centered within a <br />66-foot wide right-of-way. Attached is a street segments summary that includes other existing conditions such as <br />curb type, PASER rating, maintenance history, and pavement section information obtained from ground penetrating <br />radar. <br />The existing bituminous pavement section ranges between 1.2 and 6.4 inches thick, with a median thickness of 4.3 <br />inches. The existing aggregate base section ranges between 2.4 and 6.8 inches thick, with a median thickness of 4.1 <br />inches. Section thicknesses were obtained using Ground Penetrating Radar (GPR) analysis performed by Braun <br />Intertec in 2017. The pavement section was built on silty sand and lean clay subgrade materials. Clay subgrade is <br />not good for pavement support and typically requires subgrade corrections. <br />The City annually evaluates and rates the condition of pavement on all City streets using the Pavement Surface <br />Evaluation and Rating (PASER) system. In the summer of 2018, the pavement of the above referenced street <br />segments were rated with PASER ratings of 2 indicating that these streets require complete reconstruction. <br />The storm sewer system consists of ditches along both sides of the streets within the right-of-way and drainage and <br />utility easements. Storm runoff is generally carried in the ditches to the ditch along TH 47 and directed north to <br />Ford Brook. <br />Municipal utilities (sanitary sewer and watermain) do not serve this neighborhood. <br />Proposed Improvements <br />