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-_._.--~..._...---~===--._.--------..------~._-, <br />,, <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition.inciuding.Revislons I &2,as amended for use in California) <br />raDie 6f-101(CAl.!1J]mdmumSoacinCj of Channelizing Devices~S "",",,'mom CO,"",,"",D~',,,,,,clog <br />(~pl1)Taper'Tangent Conflict" <br />(feet)(feet)(feel) <br />20 20 40 10 <br />25 25 50 12 <br />30 30 60 15 <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 _.-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 downstrei\m 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 conflict between existing <br />pavement markings and channelizing devices. <br />Chapter 6F -Temporal}'Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Control. <br />Page 1117 <br />November 7,2014 <br />~ <br />fl <br />IJ <br />II <br />[I <br />~ <br />~ <br />rn