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Caliror �a A UTCD 2014 Rditlon <br />(FIi wA'sMul Cp 2669 Rditiou, includingRevisions 1 &2. as amended for use in California) <br />Tahle 5F=101(C.4j. Maidla-itlt7 Spacing of Channeliz(nq Devices <br />✓peed MaXii UMn hanneiizingDevices Spheing <br />(111,11h) Taper' Tangent conflict=` <br />(feet] (feet (feet) <br />20 <br />20 <br />40 <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 />80 <br />20- <br />45 <br />45 <br />90 <br />22 <br />50 <br />50 <br />100 <br />25 <br />55 <br />50 <br />100 I <br />25 <br />60 <br />50 <br />100 <br />25 <br />65 <br />50 <br />100 <br />25 <br />70 <br />50 <br />'100 <br />25 <br />75 <br />50100 <br />- I : <br />25 <br />`Maximum ehannelizing device spacing for all speeds on one-laneltwo-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tapefs is 20 <br />feel. <br />All other tapers are as shown. <br />Use on infermedlate and short-term projects for taper and tangent sections where <br />there are no pavement marldngs or where them is a conflict heiween existing . <br />pavement markings and channelizing devices, <br />Page 1117 <br />'T <br />0 <br />ater 6>? — Temporary Traffic Control Zone Devices November 7, 2914. & <br />3 — Temporary Traffic Control <br />