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11/14/2018 Minutes
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11/14/2018 Minutes
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N Olmsted Boards & Commissions
Year
2018
Board Name
Planning & Design Commission
Document Name
Minutes
Date
11/14/2018
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determined that there is no significant adverse impact on the abutting properties. The underlying <br />B-2 district has a minimum side building setback of 10 feet and a rear yard setback of 20 feet. <br />With that in mind, the following deviations are proposed and recommended for reduction: <br />• Independent living facility requires a side setback of 35 feet or 1.5 times the height of the <br />structure, whichever is greater. Because that portion of the facility is three stories, required <br />side setbacks calculate to 67.5 feet. The actual east building setback is 59.7 feet and west <br />building setbaclc is 54.2 feet. Both are well above 35 feet, but fall short of the higher <br />requirement by 7.8 feet and 13.3 feet respectively. <br />• Cluster units require a minimum side building setback of 35 feet. The enclosed portion of the <br />nine villas meet the setback. However the covered patios encroach into the side setback by 8 <br />feet. If the patios were not covered, they would be compliant. <br />• Parking and drives require a rear yard setback of 50 feet. The emergency access drive around <br />the rear of the property is located 36 feet from the property line. NOFD has required this <br />drive for circulation around the entire site. Options including green pavers were discussed; <br />however, Fire had concerns about long term maintenance of green pavers and requires <br />pavement to ensure accessibility. <br />Landscaping and screening has been designed to provide interest along the frontage and <br />screening along residential property lines. New 6-foot high vinyl fencing is proposed in those <br />areas where there is no existing opaque residential fencing. Also, spruce, oaks and arborvitae are <br />shown in the setback area to enhance the site and improve views. Irrigation is provided for <br />plantings in the front setback area only. Chapter 1138 requires a certain amount of parking for <br />each use on the site, which results in parking demand of 139 spaces. The applicant proposes to <br />meet that requirement with a combination of covered parking, open parking and landbanked <br />parking. Of the 139 total, 28 spaces will be landbanked and remain greenspace, which is <br />preferable to having unused parking surface. The Planning and Design Commission may approve <br />constructing fewer spaces than required for this reason. Lighting levels are compliant with <br />zoning regulations. No light trespass is shown on neighboring residential property. Where <br />lighting is closest to residential property, bollard lighting (3.5') or short pole lights (10') are <br />proposed. The tallest pole lights (25') are limited to the front side of the three-story building and <br />will not be visible from residential property. Signage consists of a single monument sign at the <br />west entrance along with onsite directional signage. A separate sign package will be submitted at <br />a later date. Lot consolidation is required and should be a condition of approval. <br />Mr. DiFranco said the applicants have been addressing the engineer's comments. A grease trap <br />for kitchen facilities and a sewage grinder are shown on the plans and the Army Corp of <br />Engineers' requirements regarding wetlands will be met. The applicants are working to meet the <br />stormwater code. Mr. DiFranco reviewed the code requirements. Peak runoff from storms needs <br />to be measured and applicants are required to reduce the amount by 10%. They are also required <br />to calculate the critical storm amount based on the amount of development; the more <br />development means stricter requirements. Applicants are also required to compare the effects of <br />new development to the virgin condition of the property, not the existing condition, which they <br />are expected to meet. The site is located on a sand deposit so the peak runoff will be reduced and <br />the deposit will reduce the volume of runoff leaving the site.
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