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Agenda - Public Works Committee - 08/21/2018
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Agenda - Public Works Committee - 08/21/2018
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Public Works Committee
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08/21/2018
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Public Works Committee 5. 2. <br />Meeting Date: 08/21/2018 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Title: <br />Consider City Council Recommendation to Review Feasibility Report and Order Public Input Meeting for <br />Improvement Project #18-02, HY-10 Ramsey Street Reconstructions <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to consider a recommendation to the City Council to review the Feasibility Report and <br />order a Public Input Meeting for Improvement Project #18-02, HY-10 Ramsey Street Reconstructions. <br />Background: <br />City Improvement Project No. 18-02 proposes to reconstruct streets within the HY-10 Ramsey neighborhood <br />including 146th Avenue, 147th Avenue, and Ferret Street. The streets total approximately 1,400 linear feet (0.27 <br />miles) in length. A map showing the location and scope of the proposed improvements is included as Figure 1 in <br />Appendix A of the attached Draft Feasibility Report. <br />The streets were constructed in 1988 with bituminous curb to a width of 40 feet from face -of -curb to face -of -curb, <br />and are generally centered within a 66-foot wide right-of-way. However, during the Highway 10/Armstrong <br />Interchange project the west end of 146 th Avenue was reconstructed and a temporary cul-de-sac was constructed. <br />The storm sewer system consists of openings in the bituminous curb at the north end of the Ferret Street cul-de-sac <br />and the east end of the 146th Avenue cul-de-sac. Utility easements exist north of Ferret Street and along the <br />northern boundary of the eastern Ferret Street cul-de-sac which has shallow ditches leading towards Armstrong <br />Boulevard. Storm runoff from 147th Avenue is collected in catch basins placed as part of the 2012 Sunwood Drive <br />re -alignment project, and is carried under Armstrong Boulevard to existing regional ponds. <br />The existing bituminous pavement section ranges from 1.6 to 6.1 inches thick, with an average thickness of 2.9 <br />inches, and the aggregate base ranges from 4.3 to 15.5 inches thick, with an average thickness of 9.7 inches. This <br />was determined from Ground Penetrating Radar (GPR) analysis performed by Braun Intertec in 2017, as well as <br />from field observations and record plan documents. Copies of Braun Intertec's GPR results are included in <br />Appendix Cof the attached Draft Feasibility Report. The pavement section was built on sandy subgrade material <br />generally considered suitable for pavement support. <br />City staff evaluates and rates the condition of pavement sections on all City streets on an annual basis using the <br />Pavement Surface Evaluation and Rating (PASER) system. In the summer of 2017, the pavement section of the <br />above referenced street segments were rated with a PASER rating of 2 which indicates these streets require <br />complete reconstruction. City staff patch the streets at least once per year, particularly before winter so the street <br />can be plowed without further damaging the pavement in the process. Pictures of the street are located inAppendix <br />A of the attached Draft Feasibility Report. <br />On July 11, 2017, the City Council adopted Resolution #17-07-170 authorizing the preparation of a Feasibility <br />Report for the reconstruction of HY-10 Ramsey. These streets were originally included in the City's CIP as <br />proposed 2015 overlay improvements. However, the overlay work was delayed when construction of the Highway <br />10 & Armstrong Boulevard Interchange was funded. Then following completion of the Interchange, the pavement <br />was re-evaluated and Staff determined it would be best to reconstruct these streets in the future. This project is now <br />listed in the current 10-year CIP as a total reconstruction. <br />
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