01-22-2013 Planning Commission Packet

Home Browse Search

I FILE#13-3589 15 Jan 2013 Page 7 of 9 Compliance with numerical parking requirements is depicted in the table below, excerpted from submittal Sheets C1 and A1: � PARKING ANALYSIS—JEM Technical—450 Old Crystal Bay Road North GROSS BUILDING AREA(SQ. FT.) 32,709 gross(x 90%=29,438 floor area*) PARKING REQUIRED Manufacturing Warehouse Office Floor Area 23,536 s.f. 1,440 s.f. 4,462 s.f. Parking Required: 1/300 s.f. (Manufacturing) 78.45 0 0 Parking Required: 1/2000 s.f. (Warehouse) 0 0.72 0 Parking Required: 1/200 s.f. (Office) 0 0 22.3 Total Parking Required 101 stalls PARKING PROVIDED Standard 9'x 20' 39 Accessible 2+access aisle Total Parking Provided 39 stalls *78-827(e)Floor area.The term'floor area"for the purpose of calculating the number of off-street parking spaces required shall be determined on the basis of the exterior floor area dimensions of the buildings,structure or use times the number of floors,minus ten percent. The parking areas as designed do not incorporate the required number of landscaped islands(1 per 20 stalls). Parking lot grades are proposed to conform to the 4�o slope limit. All parking and driving areas are proposed to be paved as required. Due to the reduced number of constructed parking stalls,the applicant should address the anticipated snow storage or removal needs in order to ensure that the necessary number of parking spaces is available at all times during the year. Loadin : The existing building meets the minimum requirement of one loading berth per 50,000 square feet of gross floor area; including the existing,a total of 3 loading berths are proposed.The existing berth meets the required dimensional standards of 55 feet in length, l4 feet in width, and 15 feet in height;the proposed berth on the north side of the building will utilize an access through the 550 Old Crystal Bay Road property in order to meet the required 55 foot length.The newly proposed loading facility is located within the defined interior side yard and will meet the required 10'setback from the side lot line. Circulation/Access Applicant's site currently accesses Old Crystal Bay Road North ofF of a driveway which exists in (future)Orono Industrial Boulevard as platted. The applicant is proposing to create an access for loading and parking via the 550 Old Crystal Bay Road North property;easements should be granted for these access uses. The future modifications to remove the extra wide paved area and replace with lawn and trees on the south side of the property are not proposed until Orono Industrial Boulevard is constructed. Orono Industrial Boulevard is not expected to be constructed unless/until either the vacant site south of Orono Industrial Boulevard is developed or Morrie Wagener's property to the east is developed.