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CO <br />4" x 6"x 5'- 0" N <br />00 o <br />o N if <br />2"x 6"x 3'- 6d t 71 " ' r <br />(V CO <br />�� �� / 0 + -T <br />2"x 10 x 4-6 0� o <br />2'-3'L-� <br />41-6 <br />END VIEW <br />2"x8"x10'0 <br />C5R <br />NOTE' Signs to be furnished by State. <br />All timber to be S4S . <br />Use 1/2 Carriage bolts with cut washers and nuts. <br />9 011 �; _ 9'_ 0 , <br />n"., n" o 1 no, <br />4"x 4 "x 3'_ 6.. o <br />2"x 6"x 3'-0" N <br />- <br />CV <br />2"x 6"x 31-0" 0 <br />�. <br />i <br />I'- 6" <br />3-0 <br />FRONT VIEW <br />CLASS I <br />TIMBER BARRICADES <br />10' SECTIONS <br />END VIEW <br />CLASS II <br />TIMBER BARRICADE <br />8' SECTION <br />z7 <br />FRONT VIEW <br />PUBLIC ROAD INTERSECTION <br />--Oii I I-- Variable <br />R = 120' <br />R = 32' <br />37' <br />R=120' <br />o� <br />ro 12' <br />I--- ' <br />R = 120' <br />R= 32' <br />R = 120' <br />100 _ _ tdge of Pavement <br />Edge of Pavements 50'�i <br />J_ <br />rn <br />R=25' <br />V3 3' <br />R - <br />Variable <br />PRIVATE ROAD INTERSECTION <br />houlder <br />Surfacin <br />r 0.33' <br />0.12'min. <br />3 <br />0.17' D I K E <br />0.25 0.42 0.25' <br />IVariable Cut Slope <br />_ 1 I <br />Fill and compoctwith excavated <br />A- <br />i material to top of dike <br />0.12'min. <br />Shoulder Edge 3' <br />0.51 D I KE -TYPE A <br />0.25' 0.42' Variable Cut Slope <br />Min. <br />Fill I and compact with excavated <br />0.5�' �,i material to top of dike <br />Compact A.C. against excavated face <br />0.12' Min. 0.42' V2: I or steeper <br />Shoulder Edge Min. <br />0.51 DIKE -TYPE B <br />Direction of rraffic <br />0 <br />4 <br />\ • ��„r„ 20' _ c�_20' + _ gyp, 14'- -8 <br />\ S <br />twin o ► Traffic <br />0►rec <br />10'- 6" <br />env we <br />NATE <br />GAUP, <br />�tOlw�� •w0JtQt w• <br />S- 90 C-3 /,—i <br />,I•c.i .sse. •e,..T <br />ream wo eattrf <br />lb accompany plane doted t J1_11-2,-_- 4 /96--3 <br />STRICT <br />COUNT <br />ROUTE <br />SECTION <br />Se el <br />e1 <br />33 <br />X <br />.S, J <br />909 <br />/i� <br />2 7 <br />APPROVAL RECOMMENDED <br />Engineer of Design <br />Civil Engineer License No. 7603 <br />Approved ✓v/ ZG /-9G2 <br />State Highway Engineer <br />Civil Engineer License No. 5945 <br />7'-5" 5� S- 5 <br />N <br />NOTE <br />Minimum spacing 5'. <br />Spacing to be bar length between 5' and 20'spocing <br />Maximum spacing 20' <br />When length is 15'or more v 5' bar shall be i1sed at each end <br />TRANSITION 2 TO 4 LANE <br />DIAGONAL RAISED BARS <br />b.61' <br />0.08' Rad. 0.04' <br />—r" <br />CROSS - SECTION <br />TYPE A <br />T- TRAFFIC BARS <br />a6r <br />0.08' Rad. 450 Qi2' 0.03 <br />0. I. � <br />08Yta - <br />SIDE VIEW CROSS-SECTION SIDE VIEW <br />TYPE B <br />RAISED TRAFFIC BARS <br />X—S.J-909—GS <br />54909 (14C14—P <br />CORRECTIONS BY <br />NO CHANGES 1144 Noce ,Er <br />DATE /Z- Z/ - r f <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />TIMBER BARRICADES, RAISED <br />TRAFFIC BARS AND DIKES A73-2 <br />