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u <br />• t . <br />t` f <br />IF901RAL Po0�t.1 M0. !�!!► lhltt 10f11 <br />Div. <br />go ISTATE r1�0 M0. 111116111111 ' <br />CALIF, .5'•/29.9eW �2 37 <br />fi ocooffo y plane doted /urJrs 20. /96f? <br />-►A AS BUILT <br />ISTRICis. <br />COUNT F?OUTQ SECTION s�tlr iDt�♦ <br />u u u n <br />6 R DR X J /293I l3) 32 .97 � <br />W-21-R� CORRECTIONS BY , . .. � . <br />iI <br />1' 1p1 <br />�Ib <br />I <br />APPROVAL RECOMMENDED <br />O 0, NO CHANGES <br />p1 1 DATEQ ;p ° ODETOUR <br />z: o0 AD <br />612xlo-d, °°° , o0 o <br />vnCtilEngneer License No. ..7603ip Fresno �1Approved <br />a <br />I I <br />I <br />I10, <br />I a - �-�' 1 <br />` ! <br />` Direction of <br />fS\Y/.N'/ /iC /.<V'/.N�/•N'/.CtY/.N'/iC�Y/� ; / •c \ IA\� a f f jc <br />State Hi0woy Engineer <br />A _ Civil Engineer license No.5945 <br />SECTION A -A 9'-0► 9'-0451,, u - <br />20 20 ,� �,0. 14 -8 _ IQ-6 Q• 7 5 <br />TYPE A• <br />� N r <br />TIMBER BARRICADES s L <br />NOTE: Signs to be furnished by State. 10' SECTIONS PUBLIC ROAD INTERSECTION <br />All timber to be S 4 S. <br />Use 1/2rCarriage Bolts with cut washers and nuts. SCALE I" = 2' --} �- Variable <br />a 110 101 j <br />r , OI <br />4" x 4"x 4'- O" -� <br />OD 2.18' X 8'- 0" <br />o <br />2 x6 x3-0�rOD <br />d» <br />0 2"x4"x 12" Spacer <br />i TF <br />-oil 0 <br />A <br />SECTION A --A 7'-oil _ <br />TYPE B <br />TIMBER BARRICADE <br />8' SECTION <br />SCALE I" 3 2' <br />a <br />M vs <br />0 <br />R=120' I R=120' <br />R = 32' \ 37, R = 32' <br />R =120' I R = 120' <br />j <br />+ 100' _ Edge of Pavement--' <br />Edge of Pavement- _ 14--5O` <br />33' <br />R=25' °R= ' <br />Variable <br />PRIVATE ROAD INTERSECTION <br />Prof f�c NOTE <br />pirect10n °t Minimum spacing 5'. <br />Spacing to be bar length between 5' and 20'spacing. <br />Maximum spacing 20' <br />When length Is 15'or more a 5' bar shall be Used at each end <br />TRANSITION 2 TO 4 LANE <br />,-*51andard Double Stripe by Others , <br />Variable' <br />10'to2V <br />0.33, > <br />DIAGONAL RAISED BARS <br />r <br />• I' <br />� <br />Shoulder--0.33' ` jj T• TRAFFIC BARS <br />�i 0.17' <br />Surfacing 4 --0.12'min. 3, <br />_ 0670 ' <br />0.08' Rsd.1 1 0.04' 0-ft Red. 45' Or67 a17 0. 3 <br />0.17 DIKE Q <br />� _%�- a08'Rad ( + + <br />CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW <br />0.25 '0.42 -r-- t 0.25' <br />Variable Cut Slope <br />j Fill and compactwith excavated <br />0.5 j material to top of dike <br />0.12'min. <br />Shoulder Edge --- y - 3 <br />0.5' DIKE —TYPE A <br />0.250.42' Variable Cut Slope <br />Min. <br />Fill and compactwith excavated <br />0 _ �� material to top of dike <br />Compact A.C. against excavated face <br />0.12' Min, — J 0.42' %2.1 or steeper <br />Shoulder Edge Min. <br />0.51DIKE -TYPE B <br />TYPE A TYPE B <br />i <br />RAISED TRAFFIC BARS <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />TIMBER BARRICADES, RAISED <br />TRAFFIC BARS AND DIKES A73-1 <br />- r� <br />STATE NO. <br />- <br />