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California MUTCD 2014 Edition <br />(FHWA's MlJ,CD 2009 Edition,including Revisions 1 &2,as amended for use in California)Page 1117 <br />lehs(CA)i\lJ .'i FTaDe6-.101 _•I a:ml1um iJaCIil~101 anne IZIng DeVices-ISpeed Maximum Channelizing Devices Spacing <br />{m~h)Taper'Tangent Conflici'"(feet)(feet)(feet) <br />20 20 40 10 <br />25 25 _50 12 <br />30 30 60 15-35 35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25 <br />55 50 100 25 <br />60 50 100 25 <br />65 50 100 25 <br />70 50 100 25 <br />75 50 100 25 <br />,Maximum channelizing device spacing for all speeds on one-Iane/two-way tapers is20feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20feet. <br />All othertapers 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 existingpavementmarkingsandchannelizingdevices. <br />I <br />Chapter 6F -Temporary Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Control November 7,2014