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raw . r <br />5 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) fee' 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 cornei 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. The typical section indicated <br />herein is as determined for a Clay Subgrade (A-6 Soil Classifica- <br />tion) and may be subject to change. Soil borings may be required <br />to be determined by the City. <br />Private Street - Residential <br />Units R.O.W.* M.P.W.** Section <br />3-6 50' 24' 3" Class 5 100$ crushed <br />3" 2341 Bituminous Surface <br />Over 7 50' 28' 8" Class 5 100% crushed <br />3" 2341 Bituminous Surface <br />Public Street - Residential <br />Units R.O.W.* M.P.W.** Section <br />3-10 50' 28' 8" Class 5 100% crushed <br />3" 2341 Bituminous Surface <br />Over 10 50' 32' 8" Class 5 100% crushed <br />3" 2341 Bituminous Surface <br />Maximum cul-de-sac length - 1,000' <br />Maximum number of units on cul-de-sac - 10 <br />Public Street - Commercial or Industrial <br />Units R.J.W.* M.P.W.** Section <br />1+ 70' 32' 8" Class 4 <br />8" Class 5 100s crushed <br />4" 2341 Bituminous surface <br />• Right -of -Way Width <br />�* Minimum Paved Width <br />ORONO CC 462 (4-1-84) <br />