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1. EXECUTIVE SUMMARY <br />City Improvement Project No. 18-01 proposes to reconstruct streets within The North Forty <br />neighborhood which includes 163rd Lane, Alpaca Street, Chameleon Street, and 164th Lane. The <br />streets total approximately 2,750 linear feet (0.52 miles) in length. A map showing the location <br />and scope of the proposed improvements is included as Figure 1 in Appendix A. <br />The North Forty neighborhood was constructed in 1989. Based on results from the geotechnical <br />report and ground penetrating radar (GPR) analysis performed by Braun Intertec, field <br />observation and record plan documentation, the bituminous pavement section ranges from 1.3 to <br />3.7-inches thick with an average of 2.2-inches. The aggregate base ranges from 1.4 to 8.4-inches <br />thick with an average of 4.4-inches. The road section was built on sandy subgrade material <br />generally considered suitable for pavement support. The streets were constructed with <br />bituminous curb to a width of 30-feet from face -of -curb to face -of -curb, and are generally <br />centered within a 66-foot right-of-way. The storm sewer system consists of a catch basin at the <br />intersection of 163rd Street and Alpaca, a bituminous flume between 16420 and 16450 Alpaca <br />Street, a bituminous flume at 16427 Chameleon Street, and a bituminous flume on the cul-de-sac <br />on 164th Lane. The storm sewer systems drain to 3 low-lying areas located within drainage and <br />utility easements. <br />City staff evaluates and rates the condition of pavement sections on all City streets on an annual <br />basis using the Pavement Surface Evaluation and Rating (PASER) system. In the summer of <br />2017, the pavement section of the above -referenced street segments were rated with a PASER <br />rating of 4 which indicates these streets require complete reconstruction. City staff patch the <br />streets at least once per year, particularly before winter so the street can be plowed without <br />damaging the pavement in the process. Pictures of the street are located in Appendix A. <br />Proposed improvements include replacing existing bituminous curb with B618 concrete curb and <br />gutter and reconstructing the existing bituminous pavement section using the full -depth <br />reclamation (FDR) process. This process involves reclaiming the entire existing bituminous <br />pavement section along with a portion of the existing aggregate base material. A portion of this <br />reclaimed (ground and mixed) material would then be spread and compacted on top of the <br />reshaped and compacted subgrade. Then 3.5 inches of bituminous pavement would be placed, <br />generally meeting the City of Ramsey's standard pavement design. <br />The existing storm sewer system will be updated to meet City design standards. This will <br />include additional catch basins placed along the roadway, and replacing the existing bituminous <br />flumes where possible. <br />The engineer's opinion of probable costs for completing the proposed improvements on the <br />North Forty as outlined in this report is $518,685.13. Estimated costs include 5-percent <br />contingency costs plus 23-percent indirect costs for administrative, engineering, finance and <br />legal costs. A summary of the engineer's opinion of probable costs is included in Appendix B. <br />A total of 15 assessable parcels have been identified. Staff recommends applying 25-percent of <br />the eligible improvement costs equally across the 15 assessable properties using the "per lot" <br />Feasibility Report <br />The North Forty Reconstructions <br />City of Ramsey Project No. 18-01 <br />Page 3 <br />