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Catifornaia MU TCD 2014 Edition Page 1117 <br />(Fl -r WA's MUTCD 2009 Edition, including Revisions 1& 2, as amended for use in California) <br />Table 6F-161fCA1. Maximum' ciarinn of rhnnnan7inn navirac <br />Speed <br />(mph) <br />Maximum Channelizing Devices Spacing <br />Taper* <br />(feet <br />Tangent <br />ee <br />Confiict" <br />feet <br />20 <br />40 <br />10 <br />25 <br />50 <br />12 <br />30 <br />[g- <br />60 <br />15 <br />35 <br />70 <br />17 <br />40 <br />40 <br />80 <br />20 <br />45 <br />45 <br />40 <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 />50 <br />100 <br />25 <br />70 <br />50 <br />100 <br />25 <br />75 <br />50 <br />100 <br />25 <br />Maximum channelizing device spacing for at speeds on one -lanes -way tapers is <br />20 feet. <br />Maximum channefizing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />AN other tapers are as shown. <br />" Use on intermediate and short -tern projects for taper and tangent sectsa is where <br />there are no pavement markings or where there is a conflict between exisiing <br />pavement markings and channeling devices. <br />Chapter 6F —Temporary Traffic Control_ Zone Devices November 7, 2614 <br />Part 6 — Temporary Traffic Control <br />