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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 />Tab~a6F-101{CA).Mmcimtim Spacinq of Channelizing Devices <br />~.S~J Maximum Channelizing Devices Spacing <br />(m~h)Taper'Tangent Conflict" <br />(feel)(feet)(feel) <br />20 20 40 =f1'25 25 50 12 <br />30 30 60 15f---- <br />35 35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25 <br />55 50 100 25 ---60 50 100 25 <br />65 50 100 25 ---70 50 100 25 <br />75 50 100 25 , <br />,Maximum channelizing device spacing for all speeds on one-Iane/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 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 connict between existing <br />pavement markings and channelizing devices. <br />Chapter 6F -Temporary Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Confrol November 7,2014 <br />~ <br />11 <br />D <br />D <br />D <br />o <br />P