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Page 2 of 5 Staff is preparing a resolution ordering a feasibility study for the 2026 PMP Street and Utility Improvements for consideration by the City Council at the March 10, 2025 Regular City Council Meeting. The purpose of this memorandum is to provide a general description of the preliminary scope, budget and schedule for the project and seek any direction the Council may wish to provide as staff prepares the feasibility report and recommended special assessment roll. Preliminary Scope of Work Existing infrastructure conditions within the proposed project area are as follows: • Streets and Trails o Through City pavement management records, the latest structural project type for the streets were:  1994 Reconstruction: Amble Dr.  2003 Mill & Overlay: Amble Ci., Karth Lake Dr., Pleasant Dr. (between north and south cul-de-sacs), and Pleasant Ci.  2003 Reconstruction: Cummings Park Dr., Pleasant Dr. (Amble Dr. to south cul-de-sac)  2007 Reclamation: Karth Lake Ci., o The typical life cycle of a road with a structural type project is 15-20 years, which puts this area in the category for pavement rehabilitation. o Current pavement condition ratings range from 17 to 40 out of a possible score of 100 for all streets except for Karth Lake Circle which is rated 64. The surface of the streets is in poor condition with many covered with extensive amounts of cracking and delamination. These streets have seen an increase in needs for pothole filling and patching, therefore increasing the cost to maintain. o Based off the Karth Lake Circle condition rating of 64, the likely pavement rehabilitation will be mill & overlay. o Core samples and borings will be conducted during the feasibility study. o Pavement rehabilitation types will likely consist of mill & overlay or full-depth reclamation with a finished 4-inch-thick pavement mat. o Spot curb repair is expected only to address drainage issues. o Trail rehabilitation is expected along the south side of Karth Lake. • Sanitary o All of the sewer that was installed as part of the surrounding developments consist of 8-inch PVC material. o Televising reports provided by our Public Works Department indicates the pipe and manhole structures are in good condition with minor spot repairs. o Manhole concrete rings are deteriorating and will be replaced for inflow and infiltration prevention. o Lift Station 13 was last rehabbed in 2023 and is in excellent condition. o The force main for lift station 13 consists of 6-inch ductile-iron pipe material and has no history of breaks.