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The streets within High Point were constructed in 1979 and the street within Section 22 Unplatted was <br />constructed in 1989. All street segments received an overlay in 2001, and subsequently two crack seal / seal coat <br />treatments in 2007 and 2014. Significant patching has occurred over the last several years. <br />GPR was performed on the streets in 2024. At the time, the streets averaged 2.5 to 4.3 inches of bituminous over <br />2.5 to 4.8 inches of aggregate base, with much variability from street to street. <br />Staff review of the geotechnical report found clean sands, ideal for pavement support within the project area. <br />Additionally, groundwater is not anticipated to be a concern for the street reconstruction. <br />Proposed Improvements <br />The bituminous curbing is proposed to be replaced with surmountable concrete curb and gutter. At driveways, a <br />curb cut similar to what is typically placed in B-Style curb will be placed, to avoid high transition from the <br />roadway to driveways. The new pavement section will include 3.5-inches of new bituminous pavement over <br />4-inches of aggregate base. The aggregate base is proposed to be made of recycled reclamation. <br />In the project area, 8 of the 12 existing flumes were replaced with storm sewer inlets and storm sewer piping. It <br />was not found feasible to replace the remaining 4 flumes, primarily due to the excessive grading and impact to <br />properties which would be required. <br />Restoration of the impacted boulevards will include a minimum of 4-inches topsoil and hydroseed with a <br />residential turf seed mix. Though the pavement is generally going back to the same location and elevation, <br />driveway aprons will be replaced to match into the new concrete curb and gutter. In general, the boulevard <br />impacts and driveway impacts will occur within 6 feet of the existing pavement. <br />The Zirconium Street cul-de-sac is proposed to be reconstructed into a 100-foot-diameter cul-de-sac, centered <br />within the existing right-of-way. The existing cul-de-sac is 165 feet in diameter. By replacing the cul-de-sac to <br />city standard dimensions, significant savings in both construction and long-term maintenance will occur. The <br />existing driveways and boulevard adjacent to the cul-de-sac will be extended approximately 33 feet. At this time, <br />staff are not proposing to adjust the existing right-of-way, which is 200 feet in diameter. A standard cul-de-sac has <br />a 120-foot-diameter right-of-way. The plans angled the driveways to accommodate extending the property lines <br />approximately 40-feet in the future, if desired. A discussion on resizing the right-of-way is proposed for a future <br />meeting. <br />Preliminary Schedule Remaining <br />• Council Awards Contract to the Lowest Responsible Bidder <br />o April 8, 2025 <br />• Contractor Begins Construction <br />o Spring 2025 <br />• Contractor Substantially Completes Construction <br />o New bituminous pavement in -place, topsoil and seed in -place <br />o August 30, 2025 <br />• Contractor Final Completion <br />o Verify final restoration; punch list created <br />o September 27, 2025 <br />Notification: <br />If Council awards a contract for construction, letters will be mailed to property owners with updates on the <br />project status. Engineering staff maintain City improvement project webpages with the most current project <br />information during construction. This can be found on the City website, Engineering Department page. <br />Time Frame/Observations/Alternatives: <br />