04/14/2004 P&Z Packet - Laserfiche WebLink

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Oakwood View Page 5 April 7, 2004 City of Lino Lakes, Minnesota 6. All trenches (including services) shall be backfilled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3- feet. 7. A minimum of two feet of cover over storm sewer pipe is desired. Other Comments . A final landscaping plan shall eventually be submitted. Sight corner visibilities shall be maintained per City requirements as applicable. 2. Any existing well and septic locations on both the subject property and adjoining properties shall be confirmed to assure compliance with the Minnesota Department Health. This shall mean that any existing facilities on the subject property shall be removed or capped in accordance with regulations, and that sewer separation distances from any remaining facilities in close proximity shall be attained. The separation distance shall be provided in accordance with the requirements of the Minnesota Department of Health. . Approval of the plat, including access from County Road J will be subject to the review and approval of Anoka County. 4. As previously mentioned, a geotechnical report has not been provided. Therefore, the existing soils and groundwater levels are not known. All building pad foundations, streets, and utilities shall be constructed on approved materials as required by the City of Lino Lakes, and groundwater levels shall be known in order to ascertain building elevation requirements (low floors) with regards to ground and surface water elevations. Many of the proposed units are walk outs adjacent to wetlands, and the high water elevations of the wetlands are not shown on the plan. Building elevations will therefore be subject to further review. 5. The wetland delineation report must be approved by the Rice Creek Watershed District. 6. The existing church and proposed enabling facility will utilize the same driveway access. A cross access agreement or appropriate legal covenant is recommended. The driveway to the enabling facility has been widened to approximately 20 feet to provide added safety and capacity. Adequate access and mobility for emergency vehicles shall be provided, and the plan shall be subject to the review and approval of the City Fire Chief. 7. A tree inventory plan has been prepared. It is suggested that existing trees be preserved as much as possible and practical. 8. With the extension of the existing Oakwood Lane dead end, a cul -de -sac of nearly 1000 feet in length will result. This far exceeds the City's maximum standard length of 500 feet. However, this condition may be considered temporary pending future extension to the west, and the City would be required to waive from its current standard to allow this construction.