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California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions I &2,as amended for use in California) <br />Page 1117 <br />-- <br />-- <br />Tangent Conflict"" <br />(feet)(feet)-40~_10 <br />50 12 <br />60 15-70 .17 <br />80 20 <br />90 22 <br />100 25-100 25 <br />100 25 --100 25 <br />100 25 <br />100 25 <br />Malcimum Channelizing Devices Spacing <br />Taper' <br />(feel) <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />. <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />70 <br />75 <br />-- <br />Tab~e 6F-101{CAl.fu1a)(imumSpacing of Channelizing DevicesI,,,.,-1 <br />ImPhl_.--Jr20I <br />25 <br />30 <br />,Maximum channelizing device spacing for all speeds on one-Iane/two-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for ail speeds on downstream tapers is 20feet. <br />All other tapers are as shown, <br />"Use on intermediate and short-term projects for taper and tangent sections where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices, <br />I <br />j <br />Chapter 6F -Temporary Traffic Control Zone DevIces <br />Part 6 -Temporary Traffic Control November 7,2014