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California MUTCD 2014 Edition Page 1117 <br />(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) <br />Tahlp AF-1011CA1- Maximum Snar.ina of Channeli7ina Devices <br />S ed Maximum Channelizing Devices Spacing <br />_ - <br />- <br />yet <br />-AO-- - -10- - <br />25 25 <br />50 12 <br />30 30 <br />60 15 <br />35 35 <br />70 17 <br />40 40 <br />80 20 <br />45 45 <br />90 22 <br />50 50 <br />100 25 <br />55 50 <br />100 25 <br />60 50 <br />100 25 <br />65 50 <br />100 25 <br />70 50 <br />100 25 <br />75 50 <br />100 25 <br />" Maximum channelizing device spacing for all speeds on one-lanellwo-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 conflict between existing <br />pavement markings and channelizing devices. <br />Chapter OF -Temporary Traffic Control Zone Devices <br />Part 6 - Temporary Traffic Control <br />November 7. 2014 <br />