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Agenda - Council - 10/23/2018
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Agenda - Council - 10/23/2018
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Meetings
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Agenda
Meeting Type
Council
Document Date
10/23/2018
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Our !Almon: To work together to respcaibty grow Our community, and to provide quality, COM4ffeciive, and efficient government invoices. <br />CC Regular Session 7. 8. <br />Meeting Date: 10/23/2018 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #18-220 Accepting Feasibility Report and Ordering Public Hearing for Improvement Project <br />#19-02, Brookview Estates Street Reconstructions <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to consider adopting Resolution #18-220 accepting a Feasibility Report and ordering a <br />Public Hearing for Improvement Project #19-02, Brookview Estates Street Reconstructions. <br />Background: <br />City Improvement Project No. 19-02 proposes to reconstruct streets within the Brookview Estates neighborhood <br />including 173rd Avenue and Germanium Street. The streets total approximately 2,662 linear feet (0.50 miles) in <br />length. A map showing the location and scope of the proposed improvements is included as Figure 1 in Appendix <br />A. <br />The streets were constructed in 1979 as rural sections with bituminous pavement to a width of 24 feet, and are <br />generally centered within a 66-foot wide right-of-way. <br />The storm sewer system generally consists of ditches along both sides of the road within the right-of-way and <br />drainage and utility easements. Storm runoff collects in the ditch along Germanium Street and is carried north to the <br />Trott Brook through an outlet pipe located in the north cul-de-sac. Storm runoff collects in the ditch along 173rd <br />Avenue and goes across land into the Rum River to the east. <br />The existing bituminous pavement section ranges from 2.0 to 6.0 inches thick, with a median thickness of <br />3.6-inches, and the aggregate base ranges from 0.8 to 5.0 inches thick, with a median thickness of 2.7-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 attached in <br />Appendix C. The pavement section was built on primarily poorly graded sands with silts subgrade material which <br />is generally considered usable for pavement support with the proper preparation. <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 2018, the pavement section of the <br />above referenced street segments were rated with a PASER rating of 3 which indicates these streets require <br />complete reconstruction. City staff patch the streets at least once per year, particularly before winter so the streets <br />can be plowed without further damaging the pavement in the process. Pictures of the streets are located inAppendix <br />A. <br />Proposed improvement include reconstructing the existing bituminous pavement section using the Full Depth <br />
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