Agenda - Council - 09/22/1992 - Laserfiche WebLink

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! ! ].g~iillg.l~;19~: City Code requires loading facilities to be located at the mar ofithe structure. The proposed structure docs not have loading docks, but there arc 1 ! overhead doors proposed to be located on the north and south sit, es of the building. In the opinion of City Staff. the placement of o~J~rhead doors as proposed is reasonable because thc north and south sides ofi the building do not face Basalt Street and them is not sufficient m~m~ euv~g area in the rear of the building. D~sigv of Off-Street Parkine. Driveway and Loadin~ Areas: City Code requires that all of these area.~ include cUrb and guner ~nd be surfaced with c0.~crete or asphalt. The site plan proposes to meet all of code re4uirements, with the exception of the southernmost hard surface driveway arum of Lot 2. It is assumed that the curbing was eliminated from this area so[as not to hinder traffic flow between the new building and the existing facility on Lot 1. Utilities: The site is located within the Metropolitan Urban Service Area, ho~vevcr, City sewer and water are unavailable at this time. The facility is pta~, posed to be served by an on-site sewage disposal system. The holding will be a cement type which is appropriate for placement under the payement on Lot 3. L~ndscaping Screening: A ten foot high wood/metal fence for screening pu~-poses is proposed along the east boundary of Lots 2 and 3 and the north bo~hndary of LOt 3. Landscaping is proposed to consist of twenty 6 foot hil~h Black Hills Spruce trees along thc east boundary of Lots 2, 3 and 4. Tli¢ screening and landscaping plan is in conformance with City Code fre~, t~ments. The fence will require a building permit as it is greater than 6 in height. I0. 11. D~ aina~e: As a result of this proposed expansion, approximately 1.2 ad iitional acres which cun'enfly are tufted are rendered impervious. This w~ I1 result in additional 4.3 CFS from a rainfall event having a five year re~ ;urrcncc interval. Approximately one-third of this runoff will occUr south of ithe proposed building and be directed toward Basalt Street N.W. and th~'n east along the ditch line where it flows to the north and eventually to an 18!inch culvert underneath Basalt Street N.W. The other two-thirds of the ru',~off will be generated north of the building and will be diverted onto Lot ,f the property which is being reserved for futUre expansion. I would ommend that some provision be made on LOt 4. to accept the drainage im both the cliteh and the large paved area prior to it being discharged to culverts crossing Basalt Street N.W. The size of the detention pond told be such that it would reduce the runoff through the culvert to the pre- sting conditions. . B~_]lding Materials: c° astruction. de ;ireable. The proposed structure will be a cement block Some integration of color or texture into the block would be