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--~--.._.-'.'---.---.--.-----._- <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions i &2,as amended for use in Califomia)Pagell!7 <br />TClb~e6r--101{CA),lVJa)(imlimSpacinq 01Channelizing Devices-,--~:::~Maximum Channelizing Devices Spacing ITaper'Tangent Conflict" <br />J(feet)(feet)(feet) <br />.20 20 40 10 J25251-50 12 -J--30 30 60 -15 I35I357017 <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-Ianeftwo-way tapers is20feet. <br />Maximum channelizing device spacing for all speeds on downstre"m tapers is 20feet. <br />All other tapers are as shown. <br />"Use on intermediate and short-term projects for taper and iangent sections where <br />there are no pavement markings or where there is a conflict between existingpavementmarkingsandchannelizingdevices, <br />Chapter 6F -Temporary Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Control <br />. <br />November 7,2014