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.'...,. <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions 1 &2,as amended for lise in California)Page 1117 <br />Tab!"61="i01(CA)Ma'dll1ull1 So"cing 01Channelizing Devicos~~--,,'<<l ~,pred]Maximum Channelizing Devices Spacing <br />(mph)Taper'tangent Conflict'"(feet)(feet)(feet)r 20 ]20 40 D25255012 <br />30 30 60 -IS <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 <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 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 conliict between existingpavementmarkingsandchannelizingdevices, <br />11 <br />Chapter 6F -Temporary Traffic Control Zone DevicesPart6-Temporary Traffic Conlrol November 7,2014 <br />o <br />o <br />m