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I <br />S 11.33 <br />D. Tntersect ions 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 />bank: 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 ;r 2.3ing of the right-of-way to the extent <br />deemed necessary by the City to provide an adequate sight distance. <br />r. 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.** <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' <br />"ection <br />8" Class 5 100% crushed <br />3" 2341 Bituminous Surface <br />8" Cla,-*s 5 100% crushed <br />3" 2341 Aituminous Surface <br />Section <br />8" Class 5 100% crushed <br />3" 2341 Bituminous Surface <br />Over 10 50' 32' 3" 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 Tndustrial <br />Units R.O.W.* M.?'.W.** Section <br />i+ 7032' 8" Class 4 <br />8" Class 5 100% crushed <br />4" 2341 Bituminous surface <br />* Right -of -Way Width <br />** Minimum Paved Width <br />ORONO CC <br />4t" T <br />(4-1-84) <br />