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Page 1135 <br /> California MUTCD 2012 Edition <br /> (FHWA's MUTCD 2009 Edition,as amended for use in California) <br /> Table 61-1-1(CA).Index to Typical Applications <br /> T ical A lication Descri tion T Ical A Iication Number <br /> .� .,� . <br /> M"r, est <br /> k affectin ;P.edr1 21 ld Bic Aa K11— see Sec top <br /> Shoulder Closure on Urban Low S nnrll Locations to Accommodate Bic clists TA-101 CA <br /> Lane Closure on Freeway,Expressway,Rural and Urban(High Speed)Locations TA-102(CA) <br /> to Accommodate Bic clists TA-103 CA <br /> Detour for Bike Lane on Roads with Closure of One Travel Direction TA-104 CA <br /> Ri ht Lane and Bike Lane Closure on Far Side of Intersection <br /> � , <br /> UYo��C V�I'tiln t(�e T a eled Va sof a Two .�ane. ,h:a see,Secfion0 s <br /> Lane Shift on Road with Low Traffic Volumes TA-105 CA <br /> Table 6H-2. lVleariing of Symbols on Typical Application diagrams <br /> Arrow board Shaclow vehicle <br /> Arrow board support or trailer sl96(shown facing left) <br /> Q O. Q (shoWn lacing down) <br /> H Changeable message sign or support trailer surveyor <br /> t Channelizing device Teiitporary barrier <br /> Crash cushion Tempor (y bawler with warning light <br /> Direction of terripprary traffic detour 'fratflc or pedestrian signal <br /> ,y► Direction of traffic 7� <br /> Ttuc{c mounted attenuator <br /> Fiagger <br /> Type 3 barricade <br /> A High-level warning device <br /> (Flag-tree) Warning light <br /> ® Longitudinal channelizing device Work space <br /> �.---�. Ldminaire <br /> Pavement markings that should be o Work vehicle <br /> removed for a long-term pralect <br /> Table 6H-3. Meaning of Letter Erodes on Typical Applicatlon.Diagrarrts <br /> Distance Between Signs",. <br /> Road Type A C <br /> urban(IoW speed)'-25 mph or less 100 feet 100 feet 100 feet <br /> Urban(low speed)'-more lhan 25 mph to 40 mph 250 feet <br /> 254 feet 250 teat <br /> Urban(high.speed)*.-more <br /> than iO mph 350 feet 350 reel 350 feet <br /> Rural <br /> 500 reel 500 feet 500 feet <br /> Expressway t Reev+ay 1,000 feel 1,500 raet 2,640 feel <br /> The column headings A,H,and G are the dimeWons shm -in in Figures 6H-i through 6H-46.The A dimension is the <br /> distance from the transhion or point of restriction lb the hrslsign,The B dimes*lon is thz distance between the first and <br /> hkeeri the second and Ihtrd signs.((The"first siren"is the sign in a <br /> second signs.The C dImenston is the distance be <br /> three-sfg0 series that Is closest to the TTG zone.The`third sign"ts the sign that Is rurtlidst upstream from the TTC tone.) <br /> January 13,2012 <br /> Chapter 6H—Typical Applications <br /> Part 6—Temporary Traffic Control <br /> Temporary Traffic Control(Parts 1 &6)Page 193 of 320 <br />