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1 <br />1 <br />1 <br />Design Review Board <br />December 12, 1990 <br />Dan Boxrud recommends approval of the preliminary plat providing <br />the variance is approved. <br />Ron Zorwater approached the board. He is a neighbor and was <br />concerned about who would pay for the street improvements. Mr. <br />Boxrud explained that the street assessment should not affect any <br />other homes. <br />The Historical Society evaluated the site and determined that there <br />are some indian artifacts within the development and in some cases <br />asked that homes be placed in a certain areas of the lot to avoid <br />disrupting the land. The Historical Society is also aware of the <br />road placement. <br />John Bergeson added that as the design review board is concerned <br />the applicant has met all the requirements and they cannot deny the <br />application. The only question remaining is the cul -de -sac length. <br />Alan LaTourneau - 2018 Otter Lake Road is concerned about the <br />development. He stated that the 10x10 culvert would not allow his <br />14' pontoon boat access to the lake. Mr. Boxrud stated that with <br />the 10' culvert there would be approximately an average of 6' <br />clearance. <br />Fred Chase stated the property owners have to work out the creek <br />issue between themselves. It is not the boards decision. <br />MOTION: John Bergeson moved to recommend to the city council <br />approval of a preliminary plat for Oak Brook Peninsula, Application <br />#90 -06 contingent upon the following comments from the City <br />Engineer: <br />1. A determination must be made that a 2,700 foot long cul- <br />de -sac can be granted a variance to the 500 foot maximum <br />length specified by city code. <br />2. Final design must meet all permitting agency <br />requirements. <br />3. The street must be constructed to city standards, with <br />deviations in design detail allowed by the public works <br />director where environmentally appropriate. <br />4. Additional percolation tests must be taken before <br />preparation of a final plat. <br />5. Minimum basement elevation should be determined as 4 feet <br />above the water table as measured, or elevation 915 as a <br />minimum. <br />4 <br />