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California114UTCD 2014 Edition <br />(FRWA'sMUTCD 2000 fidiaon,includingRevisions 1 Us as amended for use to CaiifonQ <br />Table 6pd101 <br />CA <br />Maximum SpWrIq <br />og Ulantionzing <br />VOCUS <br />. <br />Maximum dhannetlzing Devices Sphcing <br />Speed <br />(mph) <br />Taper° <br />Tangent <br />Canflic2°� <br />fleet <br />feet <br />feo4 <br />*20' <br />20 <br />40 <br />T <br />10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />15 <br />35 <br />35 ' <br />70 <br />17 <br />40 <br />40 <br />00 <br />20' <br />45 45 <br />00 <br />22 <br />50 50 <br />100 <br />25 <br />55 50 <br />100 <br />25 <br />6 50 <br />100 <br />25 <br />05 1 150 <br />100 <br />25 <br />70 50 <br />1100. <br />25 <br />75 50 <br />100 <br />.25 <br />"Maximum channdbing device spacing for all speeds on ane-laneltwo-way tapers is <br />20 feet. <br />Maximum chamtelizing devicespacing for all speeds on downstream lapers Is 20 <br />feet, <br />All otherfopprs ire asshow0. <br />Use on iniermedlate and short-term projects for taper and tarigentsections where <br />Page 1117 <br />there are no pavement mafklngg br where there Is a cooftt between existing <br />MUM markings and channelizhig devices, <br />�I <br />oterOF— TemporaryTrafficControlZoneDevlces 14ovemher7,2014. rye( <br />i — Temporary Traffic Control J�f <br />i <br />