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§ 11. 33 <br />D. Intersections shall be designed with a flat <br />stopping area of at least thirty (30) feet in a residential area <br />and sixty (60) feet in a commercial or industrial area. The <br />stopping area shall be designed to provide a maximum grade of two <br />(2) percent. <br />E. Where any street intersection will involve earth <br />banks or existing vegetation inside any lot corner that would <br />create a-traffic hazard by limiting visibility, the subdivider <br />shall cut such ground and/or vegetation (including trees) in <br />connection with the grading of the right-of-way to the extent <br />deemed necessary by the City to provide an adequate sight distance. <br />F. The crown of all streets, including <br />intersections, shall be three percent (3%) or less. <br />Subd. 4. Typical Section. <br />herein is as determined for a Clay <br />tion) and may be subject to change. <br />to be determined by the City. <br />Private Street -Residential <br />Units R.O.W.* M.P.W.** <br />3-6 50' 24' <br />Over 7 50' 28' <br />Public Street -Residential <br />Units R.O.W.* M.P.W.** <br />3-10 50' 28 1 <br />Over 10 50' 32' <br />Maximum cul-de-sac length -1,000' <br />The typical section indicated <br />Subgrade (A-6 Soil Classifica- <br />Soil borings may be required <br />Section <br />8 II Class 5 100% crushed <br />3 II 2341 Bituminous Surfac1 <br />8 II Class -5 100% crushed <br />3 II 2341 Bituminous Sqrface <br />Section <br />8" Class 5 100% crushed <br />3 II 2341 Bituminous Surface <br />8 II Class 5 100% crushed <br />311 2341 Bituminous Surface <br />Maximum number of units on cul-de-sac -10 <br />Public Street -Commercial or Industrial <br />Units <br />l+ <br />R.O.W.* <br />70' <br />~*Right-of-Way Width <br />** Minimum Paved Width <br />ORONO CC <br />M.P.W.** <br />32' <br />462 <br />Section <br />8 11 Class 4 <br />8 11 Class 5 100% crushed <br />4 11 2341 Bitu~inous -surface <br />(4-1-84)