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California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions i &2,as amended for use in California)Page 1117 <br />-,. <br />Tab~a6f"-"101 (CA),1\1a)(immll S!JilcinCiiJf Channelizing Devices <br />[$"~d --T .,,'m';'","0011""""'eo,S,""" <br />(mili1~Taper'Iangenl COl1flicl"I L (feel)(feet)_(feet)I 20 ,~20 40 -10-I,t=jf--25 50 12 I,30 30 60 15r---'35 "'!'35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25,L 25--Q 50 100 <br />------;-60 .50 100 25 <br />'65 '/50 100 25 -I~;~J 50 100 25 <br />50 =r_100 I 25 <br />'Maximu'1l channelizing device spacing for all speeds on one-Iane/two-way tapefs is20feet. <br />Maximum channelizing device spacing for all speeds on downslreilm tapers is 20.feet.' <br />All otherlapers 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 exisiing ,, <br />pavement markings and channelizing devices,~', <br />fl <br />[ij <br />~j <br />[I <br />~ <br />m <br />Chapter 6F -Temporary Traffic Control Zone DevicesPart6-Temporary Traffic Control November 7,2014