1998-01-06 P & Z Packet - Laserfiche WebLink

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a. Unsewered Commercial 100 100 100 100 Industrial 150 150 150 150 b. Sewered Abutting Commercial 100 100 100 100 Industrial 150 150 150 150 c. Sewered Non,Abutting Commercial ** ** ** ** Industrial 150 150 150 150 * Lot size requirement in unsewered area are delineated in Section 4, Subdivision 17 and Section 6, Subdivisions 2 and 3. *'" Lot area and width requirements along rivers in sewered areas and commercial zoning districts in sewered areas will be delineated by the standards of the base zoning districts. *** Lot widths shall be measured at both the front building setback line and at the setback from the ordinary high water level. C. Additional Special Provisions. I. Only land above the ordinary high water level of public waters and outside existing watercourses can be used to meet the lot area standards. 2. The shoreland lot width standards must be met at both the ordinan' high water level and the building setback line. 3. All single family, two family, triplex, quadraminium, townhouse, commercial and industrial subdivisions must provide a grading and drainage plan for review and approval of the City Engineer and Rice Creek Watershed District. The grading and drainage plan shall include: a. Compliance for the impervious surface standards of the respective zoning district. b. The subdivision or lot development shall provide for the collection and treatment of storm water in compliance with the Lino Lakes local Storm Water Management Plan if determined that the site improvements will result in increased runoff directly entering a public water. All grading and drainage plans shall require review and approval by the City Engineer and the Rice Creek Watershed District. c. Measures to be taken for the treatment of storm water runoff and/or prevention of storm water from directly entering a public water. The measures may include, but not be limited to the following: Page 12