2003-143 Council Resolution - Laserfiche WebLink

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Birch Street Commercial Review Page 2 July 24, 2003 City of Lino Lakes, Minnesota • • • An initial review of the Preliminary Plat was conducted by the Anoka County Highway Department in a letter dated November 20, 2002, (Jane Pemble, Traffic Engineer). The following key points were made in their initial review: • As a result of pending improvements to the intersection of CSAH 49 and CSAR 10, additional right-of-way will be needed by the County along the west and north sides of the proposed development. However, because an actual design had not yet been developed, the extent of right-of-way needed at the time was not known. In addition, trail easements along the County roadways may be required as well. • An EB right turn lane from CSAH 10 into the site is required. Also, the letter discussed - various intersection and turn lane improvements needed at CSAH 10/Ware Road, CSAH 10/CSAH 49, and CSAH 49/Arrowhead. • Intersection sight distance requirements must be maintained in accordance with County requirements. In particular, the Landscaping Plan must allow for proper sight visibilities. The above design issues are currently being reviewed and finalized further by the City of Lino Lakes and Anoka County. Specific designs, scheduling, and cost participations are being jointly discussed and resolved by the City and County. The Developer's Plans will ultimately need to be adjusted accordingly upon final resolution. 4. A detail sheet must be provided showing all applicable City of Lino Lakes standard details and standard plates. This would include water, sanitary sewer, erosion control, roadway, storm sewer, and outlet structure details. 5. As part of the construction, existing structures and facilities shall be removed in accordance with City requirements, including removal of all underground facilities (foundations, septic systems, etc.), and replaced with suitable fill material. Any existing wells shall also be capped in accordance with State of Minnesota requirements. 6. All construction activity shall be performed in accordance with the recommendations provided in the Geotechnical Report (Braun Intertec, July 18, 2002). Generally, the existing soils are fine grained and moisture sensitive, and may be of poor strength or difficult to compact if they become wet during construction. Therefore, some areas (particularly for street construction) may require additional subcutting and replacement with more suitable compactable fill. Recommendations for utility installation (including dewatering) should also be adhered to. In addition, groundwater levels may have an effect upon the holding capacity of the stormwater detention ponds, and should be considered accordingly.