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o1v�Ao tTATE ra OaA.L .eo.u. ee. r1atAL atiaar TOTAL <br /> OZ/ <br /> 7 7/ Tl Aa ae. onafTa <br /> C. / CALIF. S /293 I <br /> F*oo,AII <br /> 1b oeoonl " gene dated 4el-I./BR° °DR° ISTRI COUNT ROUTE SECTION f 3119T •L <br /> W-21-R <br /> 101 <br /> X S.J /293 /B Z7 <br /> oi1 I - II <br /> I <br /> APPROVAL RECOMMENDED <br /> to <br /> o o DETOUR OI O ' l AD <br /> oW Ox 12N ° CLOSED o oi o <br /> " o0 4 i ih <br /> 2'X62'-6 'V <br /> ed <br /> Engineer of Design <br /> Civil <br /> Civil Engineer License No.7603 <br /> G-pi feR o, o212x4-On APProv <br /> IoI <br /> � . <br /> Dire Traffic <br /> A \ State <br /> Engineer License No.5945 <br /> SECTION A-A 9'-0" 9'-0° <br /> \ ` - <br /> on <br /> 7N <br /> 1 <br /> TYPE A 20 _ �� 20' +5 \?o. 141_811 �R, _ lo'-s" 1 a - <br /> \ . O 7-5 �� S� 5 _ <br /> TIMBER BARRICADES , \ �s � 's-- 's-, � g —� <br /> NOTE Signs to be furnished by State. 10' SECTIONS PUBLIC ROAD INTERSECTION <br /> All timber to be S4S. <br /> Use 1/2e Carriage Bolts with cut washers and nuts. SCALE In • 2' I Variable ; Troffic NOTE: <br /> Otr� <br /> R = 120' R= 120' Minimum spacing 5'. <br /> � <br /> Spacing to be bar length between 5' and 20'spacing. <br /> R = 32' 37, I R=32' Maximum spacing 20' <br /> When length is 15'or more a 5' bar shall be used at each end <br /> A R=120' I l R= 120' <br /> a) <br /> CD co: ,0, 12' TRANSITION 2 TO 4 LANE <br /> 4x4 x4 -0 2'z 8'X 8'-0" Standard Double Stripe b Others <br /> _� _ 100 _ - _ Edge of Pavement .r p y <br /> II 11 " oa -6 CD <br /> c Edge of Pavement I�-50'� IN <br /> 2 x6 x3-0 <br /> �� �� �� Variable o <br /> of <br /> 0 2x4 x 12 Spacer '`� I 33 ID•>o2o • <br /> �J R = <br /> 2"x 6"x 3'-0" o f O 1 I v > <br /> Variable <br /> SECTION A-A A 7'- o" PRIVATE ROAD INTERSECTION <br /> DIAGONAL RAISED BARS <br /> TYPE B <br /> TIMBER BARRICADE <br /> 8' SECTION V r� I' I' <br /> SCALE 1" = 2' <br /> Shoulder I' <br /> 0.33' <br /> — 0.1 T- TRAFFIC BARS <br /> LSurfacing I, 0.12'min. 3,� <br /> 1 <br /> 0.17 DIKE 0.08'Rad. Q 0.04' ' 0.0a'Red. 45a a6r air Q03 <br /> Q25'Max.-��� �QI)a'Rad. I � <br /> CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW <br /> 0.25' 0.42 —X0.25' TYPE A TYPE B <br /> Variable Cut Slope <br /> _ I I� <br /> 0.5 — Fill and compactwith excavated <br /> % ' material to tap of dike RAISED TRAFFIC BARS <br /> 0.12' e <br /> Shoulder Edge 3' <br /> 0.5t DIKE — TYPE A <br /> 0.25' 0.42Variable Cut Slope <br /> Min. <br /> - Fill and compactwith excavated <br /> 0.5�' �i ' material to top of dike <br /> Compact A.C. against excavated face <br /> 0.12' Min. — 0.42' %2: 1 or steeper <br /> Shoulder Edge Min. STATE OF CALIFORNIA <br /> DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF HIGHWAYS <br /> 0.5tDIKE — TYPE B . <br /> TIMBER BARRICADES , RAISED <br /> TRAFFIC BARS AND DIKES A73- 1 <br />