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43 <br />• Figure 7.8.5.D.8: Intersection with Public Roads, shown below, to replace <br />graphic in UDO Public Hearing Draft <br />• Page 7 -31 <br />Figure 7.8.5.D.8: Intersection with Public Roads <br />Class "A" Private Road Connection R/W <br />Unpaved Apron <br />See detail in <br />fig. 78.5.0 -18 <br />Variable <br />i <br />i <br />i <br />i <br />i <br />18' <br />i <br />i <br />R/W <br />I <br />I <br />I <br />Scale: 1"= 30' <br />Note: Additional R/W may be required <br />to accomodate tapers, turn lanes, and <br />median islands. <br />� 5(Y-per 70 � i Sight Triangle <br />lff <br />" -- I -_- -� (10'x701 <br />R =20' O'Min. R =2ff — --- <br />d---- 15"Min.(oras <br />R =20' R =20' directed by engineer) w <br />a <br />Edge of Pavement Edge of Pavement <br />-- - - - - - - - - - - - - - - - - - - - - ---- --- --- - - - - - - - - - - - - - - <br />> <br />Existing Road <br />Note: Permanent drainage easements may be required to accomodate drainage beyond the right -of -way <br />Class "B "Private Road Connection RAN <br />Unpaved Apron <br />See detail in <br />fig.7.8.5.D.18 <br />Variable <br />i <br />i <br />i <br />i <br />i <br />i <br />12' <br />I <br />1 <br />R/W <br />i <br />Scale: I* - 30' <br />Note:Additional R/W may be required <br />to accomodate tapers, turn lanes, and <br />median islands. <br />i I SffTaper <br />i <br />70' Sight Triangle <br />10' i <br />N20'� � -_- -� (to'x709 <br />0'Min. R =20' <br />4 15 "Min.(or as <br />R = 20' R = 20' directed by engineer) 7f <br />a <br />Edge of Pavement i Edge of Pavement m <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - -- > <br />Existing Road <br />Note: Permanent drainage easements may be required to accomodate drainage beyond the right -of -way <br />