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1 <br />Mr. Howard Dahlgren <br />' May 29, 1967 <br />Page Three <br />Comm. No. 67-01-1033-01 <br />Al parking areas have been designed to meet the minimum requirements for stall <br />size (9' X 18' M' X 16' <br />or for <br />exception of the compact car <br />compact) and drive aisle widths (24'). With the <br />parking area on the east side of the Retail <br />Building, all parking areas are <br />gutter will contain all of the <br />designed for full size cars. Concrete curb and <br />parking and drive areas. <br />rThe <br />following <br />table illustrates <br />the specific p data relative to parking: <br />' <br />Parking <br />Required Provided <br />* Retail Building <br />5/1000 = 85 52 <br />Office Building <br />Bank/Office Building <br />5/1000 = 92 92 <br />5/1000 <br />= 141 145 <br />Extended Stay Hotel <br />1/unit = 112 112 <br />* Due to the specific use of the Retail Building, we are requesting a parking <br />variance for this use to allow 3,11000 51 <br />or cars. <br />LANDSCAPING <br />Landscaping will be used to enhance the appearance of the buildings, provide <br />visual screening at appropriate locations, define <br />parking areas. The concept <br />access points and soften the <br />landscape plan proposes a variety of plant <br />materials including over -story <br />shrub massings. The intent of <br />trees, ornamental trees, evergreen trees and <br />the <br />level of quality and types of plant <br />concept landscape plan is to indicate a <br />materials only and not to provide <br />fic planting plan. <br />a speci- <br />GRADING, DRAINAGE AND UTILITIES <br />The site will be served by storm sewer, water and sanitary sewer improvements <br />connecting to existing city utilities and designed to conform to city engineer- <br />ing standards. <br />The site drainage design, subject to City and Watershed District approval, will <br />limit runoff from the site to previously approved amounts. Ponding require- <br />ments south of the frontage road will be increased from 0.25 acre-feet to 0.51 <br />acre-feet. An interior storm sewer system, designed for a 5-year frequency <br />storm, will convey runoff from approximately 6.5 acres to a relocated, con- <br />trolled outlet pond. <br />A 1U-inch D.I.P. watermain, looped from the existing 16-inch pike along <br />Snelling Avenue to the Snelling Avenue Frontage Road and County Road C, will <br />provide water to individual parcels. Hydrants will be placed appropriately <br />within the property with maximum hydrant spacing 300 feet. Sanitary sewer will <br />be extended into the site from the existing 6-inch pipe near the north end of <br />the parcel. <br />1 <br />1 <br />