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California MUTCD 2014 Edition Page 1117 <br />(FHWA's MOTCD 2009 Edition, including Revisions 1 & 2, as amended for use in Califoin1a) <br />Table 6F-101(CA). Maximum Spacing of Channelizin <br />S 11 Maximum Channelizing Devices <br />need - - - - -- <br />. Maximum channelizing device spacing for all speeds on one-laneAwo-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 OP —Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />15 <br />35 <br />35 <br />70 <br />17 <br />40 <br />40 <br />80 <br />20 <br />45 <br />45 <br />90 <br />22 <br />50 <br />50 <br />100 <br />25 <br />55 <br />50 <br />100 <br />25 <br />60 <br />50 <br />100 <br />25 <br />65 <br />50 <br />100 <br />25 <br />70 <br />50 <br />100 <br />25 <br />75 <br />50 <br />10D <br />25 <br />. Maximum channelizing device spacing for all speeds on one-laneAwo-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 OP —Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />