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Ms. Katie Larsen <br />08/06/2025 <br />Page 3 <br />3. Tip-in curb and gutter on islands of the parking lot for Building B will result in ponded <br />water, specify tip-out. <br />(DTE 3/11/2025) Locations of tipped-out curb have been added to the plans. <br />(WSB 4/2/2025) Complete <br /> <br />4. Shift the sidewalk on the west side of the driveway south towards the roadway in <br />order to eliminate the retaining wall in the City basin. <br />(DTE 3/11/2025) Sidewalk location has been revised per the comment and the <br />revised plans provided by the City. <br />(WSB 4/2/2025) Complete <br />5. Retaining walls will require permitting through the City separate from the building <br />permit. <br />(DTE 3/11/2025) Retaining walls have been eliminated <br />(WSB 4/2/2025) Complete <br />6. Provide Emergency Overflow (EOF) elevations for all low points in the parking or <br />green space areas. <br />(DTE 3/11/2025) EOF locations have been called out on the plans <br />(WSB 4/2/2025) Complete <br />7. (WSB 4/2/2025) Check with Anoka County to see whether connecting to the existing <br />storm sewer on Lake Drive without crossing Market Place Drive is possible from <br />infiltration basin IB-1 (assumed INV 906.09) <br />(DTE 6/19/2025) The plans have been revised per the comment and will be <br />submitted to the ACHD upon City approval. <br />(WSB 8/6/2025) This connection appears feasible. Minor flow increases during the <br />10-year storm event are likely to be accepted by the County. <br /> <br />8. (WSB 4/2/2025) The spot elevations of the proposed entrances behind the curbline <br />differ from the spot elevations on the City plans. Coordinate what elevations will be <br />necessary beyond the sidewalk and apron. <br />st <br />(WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1 Addition <br />(DTE 6/19/2025) Plans have been updated with the 2025 Market Place Drive <br />Realignment Project plans. <br />(WSB 8/6/2025) Complete <br /> Stormwater Management <br /> <br />Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the <br />southern and northern lots. Additionally, some stormwater infrastructure is proposed for the <br />City realignment of Marketplace Drive. Existing and proposed discharge rates are <br />summarized below. <br /> <br />Pre- and Post- Development Discharge Rates (cfs) <br />Condition 2-Year 10-Year 100-Year 10-Day Snowmelt <br />Needed if basins <br />Existing 6.29 15.11 34.82 <br />landlocked <br />Java Properties - Lino Retail 2.0 Engineering Review <br /> <br />