Agenda - Council - 06/24/2025 - Laserfiche WebLink

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CC Regular Session Meeting Date: 06/24/2025 Primary Strategic Plan Initiative: Address infrastructure needs. 5. 10. Title: Adopt Resolution #25-137 Ordering Plans and Specifications for Carol -Rose Acres & Sports Haven Street Reconstructions, Improvement Project #26-03 Purpose/Background: Purpose: The purpose of this case is to adopt Resolution #25-137 ordering plans and specifications for Carol -Rose Acres & Sports Haven Street Reconstructions, Improvement Project #26-03. Background: The 2025 — 2034 Capital Improvement Plan (CIP) identifies the streets within the Carol -Rose Acres & Sports Haven subdivisions for street reconstruction in 2026. A street segment summary for the project is attached to this case. Project History • On April 22, 2025, the Ramsey City Council adopted Resolution #25-082, accepting and awarding a proposal to Bolton & Menk for topographic survey of the project area. • May 13, 2025, the Ramsey City Council adopted Resolution #25-101, accepting and awarding a proposal to Independent Testing Technologies for a geotechnical report of the project area. • June 17, 2025, the Ramsey Public Works Committee recommended City Council order plans and specifications for said improvements. Project Scope This project proposes to reconstruct streets within the Carol -Rose Acres and Sports Haven subdivisions, generally located west of Variolite Street between 163rd Lane and 166th Avenue. The streets are 24-foot wide rural section, totaling 1.20 miles in length. Traffic counts have not been taken within the project area, however, there are no known destinations within the subdivision which would increase traffic above normal. Drainage is handled through street crossing culverts and drainage swales which generally carry storm water to an existing wetland located south of 1641 Lane, west of Variolite Street. The streets within Carol -Rose Acres were constructed in 1980 and received an overlay in 1995. Ground Penetrating Radar (GPR) data shows an average pavement section of 7.6-inches, including 3.6-inches of bituminous and 4.0-inches of aggregate base. The streets within Sports Haven were constructed in 1980 and received an overlay in 1995. GPR data shows an average pavement section of 6.6-inches, including 4.1-inches of bituminous and 2.5-inches of aggregate base. At this time no stormwater or soil correction improvements are anticipated for this subdivision, other than replacing existing street crossing culverts. This will be further explored during project design and review of the geotechnical report. As part of the PACT Charter High School development, residents on 163rd Lane had concerns about runoff from the High School overflowing the wetland in their rear yard, adjacent to the High School. The High School development has not been found to have a negative impact to this wetland, which during heavy rainfall events causes water to temporarily sit in the southern ditch of 163rd Lane. The water does not appear to stay in the ditch more then 48 hours and is maintainable in its current condition. The reconstruction is proposed to be a Full -depth Reclamation (FDR) in the CIP. This generally includes