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California MU T CD 2014 Edition <br />(FHWA's I.UTCD 2009 Edition, including Revisions I & 2, as amended for use in California) <br />a auffe uMU RVAP, MaxirrlLIM �ipacitia of Channeli2ing MIMS <br />Maximum channelizing device spacing for all speeds onone-lane/two-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 />?age 1.117 <br />Chapter GF —Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 —Temporary Traffic Control <br />(�I <br />pl <br />Maximurn Channelizing Devices Spacing <br />v�eet� <br />(Mph) <br />Taper <br />Tangent <br />Confiicepe <br />(feet) <br />(feet) <br />(feet) <br />20 <br />20 <br />40 <br />10 <br />25 <br />25 <br />50 <br />- <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 />I 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 />450 <br />100 <br />25 <br />70 <br />50 <br />100 I <br />25 <br />75 <br />50 <br />100 <br />25 <br />Maximum channelizing device spacing for all speeds onone-lane/two-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 />?age 1.117 <br />Chapter GF —Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 —Temporary Traffic Control <br />(�I <br />pl <br />