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Califorola 1Vi_UTCD 2014 UdtLon ?age 1117 <br />(FH V✓A's MLJTCD 2009 Edition, including revisions 1 & 2, as amended for use in California) <br />Table 6F-101(CA). Maximum Sx arinn of rhnnnatiAnn natdrac <br />Speed <br />(Mph j <br />Maximum Channelizing Devices Spacing <br />Taper* <br />Tangent <br />et <br />Conflict" <br />(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 <br />25 <br />60 j <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 an speeds on one-laneAwro-quay tapers is <br />20 feet. <br />Maximum channetizing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />Ali other tapers are as shown. <br />" Use on intermediate and short-term prgects for taper and tangentsedions where <br />there are no pavement markings or where there is a conflict hetveeen existing <br />pavement markings and channelizing devices. <br />Chapter OF — Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />