Orange County NC Website
70 <br />~igu~e ~~FS.~.~.~~ fn~ersec~ion ~i~h P~~lic heads, sham ~eio~, ~o ~e~iace <br />graphic in ~D~ Pudic Bearing ~ra~~ <br />Page ?~31 <br />Fig~i~e 1.~.5,D.~~ ~n~~~sec~~on ~e~h P~b~~~ ~®~~~ <br />ClaSS `rA"Private Road Connection RlVil llariab[e ~ <br />I ~ <br />1 <br />I I ~ <br />~ I ~ 5cale; i "= 30' <br />I ~ <br />~ I I Date;Additianal RIWmay be required <br />I 1 ~ t0 accamodatetaper5,turnlanes,and <br />~ I ~ median islands. <br />~ ~ <br />Unpaved Apron ~ ~ ~ <br />~ 18' E <br />See detail in <br />Fig.7.6.5.D.18, ~ I <br />I ~ <br />I ' S0'Taper <br />~ I f <br />7D' ! ~ SightTriangle <br />10' I <br />E ~ (10'x7p~ <br />~~~--~ R=20' 20'Min. R=ZO' ~~~_~,_ <br />-------15"Min. (or as ~ <br />R = 20' R ~ 20' directed by engineer) ~ <br />.~ <br />Edge of Pavement ~ Edge of Pavement •ro <br />..-__~..~..~.~.~....~..~~....~-...__~_~------_-_...~w.~.. .. .. ....__...~.~ ~ <br />Existing Road <br />Note: Permanent drainage easements may be required to accomodate drainage beyond the right-of way <br />Class "~" private ~aad Connection RIViI Variable RNA <br />I I ~ <br />1 <br />I 1 ~ <br />~~ I ~ ~ Scale:i"=30' <br />I a ~ <br />I ~ T~ote:Additiana! R~UU may be required <br />I I to accomodate tapers, turn lanes, and <br />~ I ~ median islands. <br />I <br />Unpaved Apron ~ ~ ~ <br />I 12' ~ <br />See detail in <br />Fig.7,8,5.D.i 8 ~ I <br />I, I I <br />I <br />I ~ <br />50'Taper <br />Tor f <br />~ SightTriangle <br />] 0' I X10' x 70'1 <br />ter.- +.~~ <br />r ' 20'Mln. ' <br />_r- R=~O R=20 -~-. <br />.--- ~~_ <br />I --~-15uMin.(aras <br />R ~ ~0' E R = ~0` directed by engineer) ~ <br />.~ <br />Edge of Pavement ~ ~ ~ Edge of Pavement <br />..~~...---..___..~..~.~_..~......~w..r__----.~...~~.~.~~..~~...~.-....ti__ ~ <br />Existing Road <br />Note; Permanent drainage easements may be required to accamadate drainage beyond the right-of-way <br />