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California MUTCD 2014 Edition page 1117 <br />(FHWA's MUTCD 2000 Edition, including Revisions 1 & 2, as amended for use in California) <br />Tahip & F-1016' - w*mm Soackm of GhanrtefiaDnO Devkxs <br />- - - Chweli ng Dewm Spa ft <br />i ..Taver Tatxyerit <br />20 20 <br />40 <br />10 <br />25 25 <br />50 <br />12 <br />30 30 <br />60 <br />15 <br />35 35 <br />70 <br />17 <br />40 40 <br />80 <br />20 <br />45 45 <br />40 <br />22 <br />50 50 <br />100 <br />25 <br />55 50 <br />100 <br />25 <br />60 50 <br />100 <br />25 <br />65 50 <br />100 <br />25 <br />70 50 <br />100 <br />25 <br />75 50 <br />100 <br />25 <br />Maximum channef¢ing device spacing for all speeds on one-laneltwo-way tapers Is <br />20 feel. <br />Maximum channelIzing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />All other tapers are as shown. <br />r"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 channefrzing devices. <br />—Temporary Traffic Control Zone Devices <br />,orary Traffic Control <br />November 7, 2014 <br />i <br />