Laserfiche WebLink
o v�i• NATE FICA. 9"91 tore• <br /> �lel��� •IIO�eft w0 team •o. Oweeto <br /> CALIF. <br /> 1b eeowg" plena dated Ma V //. Z96'..46, <br /> CSR ISTRI COUNT ROUTE SECTION AL <br /> W21 R C2R X S.J 906 <br /> OD °, DETOUR <br /> -t o00 <br /> ROAD I APPROVAL RECOMMENDED <br /> 4"x 6"x 5�-0" N , 00000 <br /> 2"x8"x 0" CLOSED <br /> I o 141 1 , 1 Fresno 1 4 1 Engineer of Design <br /> I LAW <br /> I I I I I I Registered Civil Engineer No.7603 <br /> 2"x 6"x 3'-6" ' N � 2"x 6" Filler Block G8 <br /> i <br /> — CV � 1 1 1 1 III I I I , I I I I APProved o,6�c 9 /9G3 <br /> i 11 <br /> 111 01 I Iii III I <br /> 2"x 10"x 4'-6" o,/ 11 LJ L Directi <br /> o on of Traffic State Highway Engineer <br /> 6 '-Registered Civil Engineer No.5945 <br /> o <br /> 2_3 , �, O„ , _ <br /> -may <br /> 4,_6„ 9 _0 20' _ � 20' i -\,e� 14'_8�� ,Q` _ 10'-6" ,O` 7- �` 5: S; 5 _ <br /> -- A. <br /> END VIEW <br /> FRONT VIEW �\ n� <br /> CLASS I s- <br /> PUBLIC ROAD INTERSECTION <br /> TIMBER BARRICADES l Troff�c NOTE : <br /> NOTE Signs to be furnished by State . Variable D<rect�on o� Minimum spacing 5 . <br /> Use timber to be S4S 10' SECTIONS R = 120' � R= 120' Spacing to be bar length between 5' and 20' in . <br /> 9 spat g <br /> Use /2 Carriage bolts with cut washers and nuts. Maximum spacing 20' <br /> R = 32' 37, R=32' When length is 15'or more a 5' bor shot l be tosed at eoch end <br /> R=120' ' I R= 120' <br /> 2"x 10"x 8!_0" ;Y, 12' TRANSITION 2 TO 4 LANE <br /> 4"x 4"x 31-611 <br /> 1-611 -4 11 1 1 <br /> _ o_ 11 <br /> �— I -- 100 _ _ _ Edge of Pavement <br /> tandard Double Stripe by others <br /> + �� �� Edge of Pavement — <br /> �' �— 2x4 Filler Block I�-50'--) <br /> 2"x6"x 3'-0" M _N M 33' Xripble c <br /> N 1 o 202"x6"x 3' 0„ o ,/ 1 R .33� > <br /> I�6" Variable <br /> 3'-°" 7�°" PRIVATE ROAD INTERSECTION <br /> DIAGONAL RAISED BARS <br /> END VIEW FRONT VIEW <br /> CLASS 11 � <br /> TIMBER BARRICADE <br /> 8' SECTION 4 <br /> Of <br /> I' <br /> Shoulder <br /> ,I �o' ' T- TRAFFIC BARS I <br /> 017' <br /> Surfacing 0.12'min. 3,---►I <br /> 0.17 ' DIKE 0.08' Rod. 0.67' . , 0.08' Rad. 45° 0.67' 0.12 I <br /> 0.04 0.03 <br /> 0.250 —# .08'Rad. -- <br /> 0.25' 0. CROSS SECTION SIDE VIEW CROSS SECTION SIDE VIEW <br /> 42' 0.25'i <br /> A Variable Cut Slope TYPE A TYPE B <br /> _ I I <br /> Fill and compoctwith excavated <br /> 0.5' material to top of dike . <br /> . <br /> RAISED TRAFFIC BARS <br /> 0.12'min. <br /> Shoulder Edge 3' <br /> 0.51 D I KE - TYPE Arw BUILT <br /> CORRECTIONS M.. <br /> NO CHANCC� ___ __ - <br /> =' _- wr <br /> _ _.! t - - <br /> DATE 6-Z5•_65_-_ <br /> 0.25 Variable Cut Slope • <br /> ` <br /> Fill I I and compact with excavated 1® - 101554 <br /> 0.5� ' <br /> 17"0*1442' <br /> ,i material to top of dike <br /> J 12Compact A.C.against excavated face STATE OF CALIFORNIA <br /> 0.12' Min. 0.42' %2: 1 or steeper HIGHWAY TRANSPORTATION AGENCY <br /> Shoulder Edge Min. <br /> DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF HIGHWAYS <br /> 0.5' DIKE - TYPE B . <br /> TIMBER BARRICADES, RAISED ' <br /> TRAFFIC BARS AND DIKES A73-11 _ <br />