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♦ :• % <br />1 <br />WM <br />) <br />&(H< x: <br />S 11.33 <br />„™,no „.. o “i .J"s.'.v\‘b‘sv, 'mfSi.'. r‘.’v/.i^‘n'?u-i u;: <br />Snd^^Axtv ?lo) feet in a coomercial or industrial area. The <br />topping ar« shall be designed to provide a naxiaum grade of t«o <br />(2) percent. <br />K Where any street intersection will involve earth <br />h.nk. or existing vMetation inside any Irt corner that would <br />P. The crown of all streets, including <br />intersections, shall be three percent (3%) or less. <br />Subd. 4. Typical Section. Tl^ typical section indicated <br />as determined for a Clay Subgrade (A-6 Soil Classitica <br />tlon) and may be subject to change. Soil borings may e requ re <br />to be determined by the.City. <br />Private Street - Residential <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 />PublicStreet - Residential <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 or Industrial <br />Units <br />1+ <br />R.O.W.* <br />70* <br />M.P.W.** <br />32* <br />Section <br />0•• cXsss 4 <br />8" Class 5 100% crushed <br />4" 2341 Bituminous surface <br />* Right-Of-Way Width <br />** Minimum Paved Width <br />ORONO CC 462 (4-1-84) <br />i\ <br />i'IB" <br />lU.PF V \ <br />1 > <br />^ /I <br />i <br />A ■ <br />/ <br />/W <br />7 <br />; <br />/ <br />i ' '• I <br />Chores