02/11/2026 PZ Combined Packet - Laserfiche WebLink

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Staff Comments: 1.The Heritage Avenue cul de sac cannot exceed 500ft and shall be revised. 2.Street D shall have a temporary cul de sac at the north end. 3.Street A shall be platted as public right-of-way. 4.Private Street C exceeds 150ft and shall provide a turn-around at or near its terminus. 5.The private street shall gain access from the public street and shall maintain the street drainage with concrete curb and gutter per City Standard Specifications for Construction. Private street access on urban and rural streets shall have at a minimum a five-foot bituminous or concrete apron. The remainder of the private street shall be designed, constructed and surfaced as approved by the City Engineer. 6.Street signs shall be designed and installed in compliance with City General Specifications and Standard Detail Plates. 7. Signage stating “No Parking - Fire Lane” shall be located along the private street in locations as approved by the City Fire Inspector. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Staff Comments: 1.Drainage and utility easements shall also be dedicated over the outlots. Stormwater Management and Erosion and Sediment Control Per the City Engineer Memo dated February 4, 2026: Stormwater management for the Harvest Grange site consists of a two sedimentation basins to provide rate control and water quality treatment. Additional grading is proposed for borrow material and floodplain fill mitigation. There is a significant amount of offsite flows from the east and south that will be passed through the site via an existing ditch system. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) 10-Day Condition2-Year10-Year100-Year Snowmelt Needed if basins Existing30.6264.80129.01 landlocked 8