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California MUTCD 2012 Edition Page 1135 <br /> (FHWA's MUTCD 2009 Edition,as amended for use in California) <br /> Table 6H-1(CA).Index to Typical Applications <br /> Typical Application Description T ical Application Number <br /> /o[k affecting Pedestrian a WBic cle,Facllities, see;.$ection <br /> Shoulder Closure on Urban Low Speed)Locations to Accommodate Bicyclists TA-101(CA) <br /> Lane Closure on Freeway,Expressway,Rural and Urban (High Speed)Locations TA-102(CA) <br /> to Accommodate Bicyclists <br /> Detour for Bike Lane on Roads with Closure of One Travel Direction TA-103(CA) <br /> Right Lane and Bike Lane Closure on Far Side of Intersection TA-104 CA <br /> Work,Within*the:TtaVol6d•Wa of a Two-L'arje_Highwa see Section 6G.10 „• <br /> Lane Shift on Road with Low Traffic Volumes TA-105(CA) <br /> Table 61-11-2. A71e6niing pr"*rin els on Typical Application Diagrams <br /> Arrow board RO-13Shadow vehicle <br /> Adow board support or trailer Si'ri(shown facing left) <br /> r3 Q (shbWh§icing down} <br /> (—� ChaA§eable message sigrt or support liailer Surveyor . <br /> IT Channelizing device Temppraty bartief <br /> Crash cushion iemporaty Currier with warning light <br /> b6plign of temporary traffic detour 'traffic or pedestrian signal <br /> P-011- Direction of traffic <br /> Ir-'* Flogger Truck mounted attenuator <br /> : �T <br /> + N-N. Type 3 barricade <br /> �.,, <br /> High-levet warning device <br /> (Flag.tree)' Warning light; <br /> ER,s <br /> Longitudinal channelizIng device <br /> IiVork space <br /> ran. Ltirhinaire <br /> 4 Pavement markings that should be o Work vehicle <br /> remoVed for a long.term project <br /> Table 6H-3. Meaning of Letter Dades ah Typical App!ication.Diagrame <br /> Dlstatice Between Slgns`x_ <br /> .Read Type <br /> A 13 C <br /> Urban(1oN4 speed)`-25 rnpHor less 100 feet 1db feet 100 feet <br /> Urban(low speedy-mdre Thar}25 mph to 40 mph 250 ret .25(f feet• 250 reet <br /> Urban(high speedy�more than?(!mph 350 feet 350 feet 350 feet <br /> Rural 500 reel 5t)U feet 500 feet <br /> Expressway!Freeway 1,000 feet' 1,500 feet 2,646feet <br /> The column headings A,B.and G ate the dirriensioels shorn In Figures 6N-t through W46,The A dimensloa is the <br /> distance from Itte traiisitlon ar point of reslrfdfon t6 the•066 sign,Th?B dlrpeh;lort is lila drslarca behveen the first and <br /> second signs.the 0 dlibdWon Is the disfande behi-eeri the sec6nd a6dlhlid signs.(The"first sii�n"r"s thesign in a <br /> three-sign series that Is closest 1p the TTG zone.The`[Wird sign"is the slant tfiat Is rurtltrsl upstream from 1110 TTG zona.) <br /> Chapter 6H—Typical Applications January 13,2012 <br /> Part 6—Temporary Traffic Control <br /> Temporary Traffic Control(Parts 1 &6)Page 193 of 320 <br />