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X-SJ- FAS 540 <br /> THORNTON ROAD <br /> v*mr STATEI PROJECT NO Y A 91011%!T SHE <br /> 7 GALT F S-540(2) 1948 6 1 7 <br /> (Lor- PAVEMENT <br /> I° CHAMFER <br /> ---EEK DIRECTION OF TRAFFIC COUNTY OF SAN JOAQUIN <br /> 8"r8,5' POSTS <br /> NT 113„ DIKE Countyy Engin <br /> Civil Enq(neM Llwnse N0. 104 <br /> FAVEW <br /> , <br /> I STATE OF CALIFORNIA � <br /> 15, l I ' 177 , 1 173 GROUND LEVEL I C -_Dist ETIQ Dist X <br /> r' <br /> I I i I I j I Approved ' � 41Jt _L5,__1949 <br /> l l — — <br /> L ------- <br /> _j — <br /> I I I I I ; Assistant State Highway Engineer <br /> Ii 6' I I 12 G I 12' 6" I J Civil Engineer license No.3094 <br /> TYPICAL CROSS SECTION GUARDRAIL L J L J JL. <br /> SCALE y2'° I' <br /> METAL GUARDRAIL <br /> SCALE I' <br /> 7' CALCO SLIDE HEADGATE MODEL NO. 101 <br /> (OR ITS EQUAL <br /> r�tr � 6 <br /> �I" TOD OF DITCH BANK <br /> TOP OF LINING <br /> �'•: j CONSTRUCT CUT OFF WALL. BOTTOM AND SIDES <br /> 2° <br /> ' <br /> (LEVEL) I <br /> 6•' i FLOW LINE DITCH <br /> NOTE.: WARP SURFAms OF LINING AS I$ <br /> s�OA S� 2 DIRECTED BY ENGINEER <br /> ti J�P�y 2df RCP <br /> F LO W <br /> ~— AS DIRECTED BY ENGINEER Z CONCRETE APRON WITH , <br /> a „ <br /> 67Y6"%*10-010 WIRE MESH -REINF. <br /> bent in}* cu+ off wall. <br /> END VIEW SLIDE HEADGATE CONCRETE APRON SECTION SLIDE 11EAWXTE S CONCRETE APRON <br /> STA.. 2 +19 <br /> = I' STA. 28+19 <br /> SCALE ' <br /> SCALE y2•= I' <br /> I"MINIMUM CLEARANCE ON ALL BAR REINF <br /> V O BARS EQUALLY SPACED Y2 4 BARS EQUALLY SPACED I"CHAMFER <br /> « .+ 2- >f Bars <br /> 1 ` � <br /> /•t�� BARS _-- e FAA[EQUALLY 31'ACED ; . 3' CALCO SLIDEGATE MODEL No.l 1< e (O ° EQUAL) <br /> I"CHAMFER <br /> NOTE BAR REINF. SAME BOTH FACES 2' I1" N °.IFLF; I"MINIMUM CLEkRANCE ONIALL BAR REINF. <br /> 24 RIC A <br /> I e; 110• Y • .e <br /> II _ 18"CMF <br /> I °9 <br /> - --- —�--- --( „ ---- — �L {BARS <br /> L— <br /> y2� BARS BoTII FACES 6" F• 8 8 y ° .L . <br /> a. .v. 'i.I °.'i. '.I•..I:.' <br /> 22' 10' <br /> SPECIAL HEADWALL STA. 32 + 30 <br /> SPECIAL HEADWALL STAB,29 + 113 SCALE y2"= 1° <br /> SCALE y2„= I' <br /> STRUCTURE DETAILS <br /> VDC9 <br />