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§ 11.33 <br />i! . <br />^ . <br />D Intersections shall be designed with a flat <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 />ccea?e a IraffIc^hazltd by limiting visibility, the »ubdividet <br />shall cut such ground and/or vegetation (including <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 />* <br />Units <br />3-6 .• <br />R.O.W.* <br />50' <br />M.P.W.** <br />24' <br />Section <br />8" 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 />Pihlic Street - Residential <br />* <br />Units <br />3-10 <br />R.O.W.* <br />50' <br />M.P.W.** <br />28' <br />Section <br />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 c3r Industrial <br />Units <br />1+ <br />R.O.W.* <br />70' <br />M.P.W.** <br />32' <br />Section <br />ft** A <br />8" Class 5 100% crushed <br />4** 1341 Bituminous surface <br />* Right-of-way Width <br />** Minimum Paved Width <br />ORONO CC 462 (4-1-84) <br />1 <br />I. I. i.>/n. M fl t.- to . I n U M k