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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 6. 2. <br />Meeting Date: 10/08/2019 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #19-237 Adopting Assessment Roll Certifying Assessments for Improvement Project #19-03, <br />Wood Pond Hills & Chestnut Ridge Street Reconstructions <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to conduct the required Assessment Hearing and adopt Resolution #19-237 adopting the <br />final assessment roll certifying assessments for Improvement Project #19-03, Wood Pond Hills and Chestnut Ridge <br />Street Reconstructions. <br />Background: <br />City Improvement Project #19-03, Wood Pond Hills and Chestnut Ridge Street Reconstructions, included the <br />reconstruction of streets within the Wood Pond Hills and Chestnut Ridge neighborhoods including 146th Avenue, <br />Helium Street, and Krypton Street. Maps attached to this case show the general location and scope of the proposed <br />improvements. <br />Original Conditions <br />The streets within these developments were constructed between 1992 and 1994 as urban sections using bituminous <br />pavement, surmountable concrete curb and gutter, and concrete storm sewer. These streets were constructed to a <br />width of 30-feet from face -of -curb to face -of -curb, are generally centered within 60-foot wide right-of-ways, and <br />measure approximately 3,310 linear feet (0.63 miles) in length. Attached is a street segments summary depicting <br />the original conditions including PASER ratings, maintenance histories, and pavement section information obtained <br />from ground penetrating radar. <br />The existing bituminous pavement section ranged between 1.6 and 5.0 inches thick, with a median thickness of 2.5 <br />inches. The existing aggregate base section ranged between 1.3 and 8.4 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 generally poorly graded sand with silt subgrade material <br />generally considered suitable for pavement support with proper conditioning. <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 sections of the above referenced <br />street segments had a PASER rating of 2, except the south half of Krypton Street, which was rated at 4. PASER <br />ratings of 3 or less indicate the street requires reconstruction. Staff recommends reconstructing all streets, including <br />the south half of Krypton Street. This will keep all pavement sections on the same maintenance schedule moving <br />forward, and it would likely cost more to overlay the south half of Krypton Street due to additional contractors and <br />mobilizations. <br />