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California MUTCD 2014 $didon <br />(FHWA's MMCD 2009 Hdnion, IncludingRevistmrs 1 &2, as amended for use In California) <br />Imine 6P-101(CA <br />. Maximatn Spacing <br />off <br />'Aannelizing <br />17evices <br />speed' <br />(mph) <br />^ <br />20 <br />Maximum Channefizing Devices Spacing <br />Taper' <br />feet <br />20 <br />Tangent <br />(feet) <br />40 <br />Conflict" <br />feet <br />10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />15 <br />35 <br />35 ' <br />70 <br />40 <br />40 <br />00 <br />45 <br />45 <br />90 <br />50 <br />50 <br />100 <br />55 <br />50 <br />100 <br />60 <br />50 <br />100 <br />55 <br />•50 <br />100 <br />70 <br />50 <br />100. <br />75 <br />50 <br />100 <br />:]]2 <br />° Maximum channelizing device spacing for all speeds on one-lane/two-way tapers Is <br />20 feet <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20 <br />feet, <br />All other tapers are asshowp. <br />•' Use on Intermediate and short-term projects for taper and tangent sections where <br />Page 1117 <br />there are nopavement markingsorwhere there isaconflict between existing <br />pavementmarkings and channelizing devices, <br />II <br />[LI] <br />oter6F—Tempomry7laffleConholZone Dukes Novem6ee712014. r' <br />3 —Temporary Uafflc i;onhel <br />