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Page 1117 <br />California MUTCD 2014 Pdi'don as amended for use in California) <br />(FSWA's MUTCD 2009 Edition, including Revisions 1 & 2, <br />Table 6F-101(CA). Maximum S acin of Channeiizm uevwc� <br />Maximum Channelizing Devices Spacing <br />Speed Taper* Tangent Conflict" <br />(mph) (feet) (feet) (feet) <br />20 <br />20 40 10 25 25 50 12 <br />30 <br />30 60 15 35 35 70 17 <br />40 <br />40 80 20 <br />45 <br />45 90 22 50 50 100 25 <br />55 <br />50 100 25 60 50 100 25 <br />65 <br />50 100 25 <br />70 50 100 25 <br />75 <br />50 100 25 <br />" Maximum channelizing device spacing for all speeds on one-laneltwo-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 secf)15 where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices. <br />November 7, 2014 <br />Chapter 6F — Temporary Traffic Control Zone Devices <br />Put 6 —Temporary Traffic Control <br />