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9.2. SR 01-19-2016
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9.2. SR 01-19-2016
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association would be created for both product types. Both locations will have lawn and snow <br />plowing covered. This will make it easy to maintain perimeter plantings along Highway 40. <br />There is no association for the standard lots, regardless of their width, only those lots in the <br />yellow colors on Edison and the westerly portion of Ivanhoe Drive. <br />Engineering <br />6. Photos provided by the applicant do not accurately depict their proposed house product on <br />40' wide lots. If driveways are installed via the concept, street parking on the 40' lot side will <br />be limited to a single vehicle for every other home. This number would be further reduced <br />as mailboxes and hydrants would be located on lot lines between some of the homes. Please <br />provide updated graphics identifying the reduced distance between buildings. Photos are <br />intended as representative, not exact at this stage of review. Sambatek, consulting planners <br />will provide clarity as to the parking. Additional plans can be submitted showing how <br />parking can take into account the hydrants and mail boxes. As a reminder, while the lot line <br />to lot dimension is proposed at its most efficient, the standard front setback and right of way <br />depth increase the effective parking from the street on each lot, effectively providing 6 per <br />dwelling unit, rather than the 4 per DU using the private street or driveway configuration. <br />Note that the sidewalk is on the east side of Edison, allowing for no conflict on the narrower <br />lots for two cars in front of each garage stall to the curb. <br />Stormwater <br />7. Stormwater management requirements are needed as listed in ordinance Sec. 78-503. - <br />Stormwater and urban runoff control. and Sec. 78-504. - Post construction stormwater <br />management. NPDES permit is needed for construction activity disturbing one acre or more of <br />soil. Also, a MIDS water quality report and soil borings showing the ground water depth is <br />needed. Three feet of separation between the bottom of any proposed stormwater basin and <br />ground water is required. Sambatek will confirm the revised plat provides this. These changes <br />in regulations are part of the reason for reshaping the design. We met with Kristin Mroz and <br />Brandon Wisner on 1/13/16 to review the city criteria. <br />Environmental <br />A wetland delineation will need to be completed prior to platting as the previous <br />delineation has expired. We believe staff will create an option to amend the plat using the <br />prior delineation. We met with Kristin Mroz and Brandon Wisner, on 1/ 13/16, to review <br />wetland permit requirements. The preliminary plat submittal will include a wetland <br />application for the properties owned by RP3, LLC. We request approval conditioned on <br />field review of the wetlands. <br />9. All structure setbacks must be at least 45 -feet from a wetland. When the development is <br />Platted a 45' easement shall be added around all delineated wetlands and stormwater ponds. <br />The plan is designed with a 25 -foot buffer and 20 -foot setback from buffer, for a total structure <br />setback of 45 feet from the wetlands and ponds. With this clarification, the easements would <br />be placed at the HWL or buffer line as required. This meets the 45' requirement. A majority of <br />the stormwater infiltration basins will be placed within Outlots as shown. <br />
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