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Agenda - Council - 08/22/2023
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Agenda - Council - 08/22/2023
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Meetings
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Council
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08/22/2023
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CC Regular Session <br />Meeting Date: <br />5. 23. <br />08/22/2023 <br />Primary Strategic Plan Initiative: Address infrastructure needs. <br />Information <br />Title <br />Adopt Resolution #23-202 Ordering Plans and Specifications for Juniper Woods 1st — 3rd Street Reconstructions, <br />Improvement Project #24-12 <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to adopt Resolution #23-202 ordering plans and specifications for Juniper Woods 1st — <br />3rd Street Reconstructions, Improvement Project #24-12. <br />Background: <br />The 2023 — 2032 Capital Improvement Program (CIP) identifies the streets within the Juniper Woods 1st, 2nd & <br />3rd subdivision for street reconstruction in 2024. A street segment summary for the project is attached to this case. <br />Project History <br />On June 13, 2023, the Ramsey City Council adopted Resolution #23-130, accepting and awarding a proposal to <br />Bolton & Menk, Inc. for topographic survey of the project area. <br />On June 27, 2023, the Ramsey City Council adopted Resolution #23-129, accepting and awarding a proposal to <br />Independent Testing Technologies, Inc. for a geotechnical report of the project area. <br />Project Scope <br />This project proposes reconstruction of the streets within the Juniper Woods 1st, 2nd and 3rd subdivision, which is <br />generally located south of Alpine Drive between Tonto Street and Ute Street. The streets are 31-foot-wide urban <br />section with concrete curb and gutter, totaling 0.75 miles in length. Traffic counts have not been taken, but Staff <br />anticipates typical neighborhood traffic levels due to the location of the subdivision and lack of destinations in the <br />area. <br />Sanitary sewer, watermain and storm sewer exist within the project area. Staff is not aware of any issues with the <br />existing municipal utilities. During project design, Staff proposes to clean and video the sanitary sewer and storm <br />sewer pipes and structures, as well as leak test the watermain pipes, valves and hydrants. If issues are found, Staff <br />will make a recommendation to either perform repairs prior to the street reconstruction project or during the <br />project, depending on the type and severity of the issue. With the age of the existing municipal utilities, Staff <br />generally anticipates the useful life will last the anticipated 60-year design life of the street improvements. <br />The project is proposing to only perform spot concrete curb and gutter replacements, but because of the lack of <br />pavement section thickness, the typical full -depth reclamation process may be modified to provide a thicker <br />section than existing. Ground Penetrating Radar and as -built information has found the existing pavement section <br />to be approximately 2.5-inches bituminous over 4-inches aggregate base. Current City standard pavement section <br />is 3.5-inches bituminous over 4 to 6 inches aggregate base. This will be explored further during final design. <br />Project Timelines <br />Staff is proposing to prepare plans and specifications for this project in-house, as part of their normal duties. The <br />following are the proposed general project timelines: <br />
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