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Cab /e Anchor As sem. <br />(Breakaway, Type A) <br />Termino/ Section <br />(Type C ) <br />6".r8'r S'-4" D F Posts, <br />� B/ocks e 6'-3" GC <br />f <br />2 <br />— <br />(TyPe <br />MA RIPOSA <br />6"r8"x S'-4" D. .-Posts Q� <br />6 "X 8" r.:5 --4f D.F Posts C <br />D.FPosts t Block 6' -9"C -C <br />8"X9"D.FB/ocks & <br />Pbs71s—,-,, <br />P Blocks ® 3'-/i" C -C <br />FPosts t <br />8 "x <br />8',0 F Blocks & 3 /fC-C\ <br />62'-6"M.BG.R- <br />-- ----------- (Type / F/oie} <br />- I I 13-/# I I3-413 /S <br />Termino/ Section <br />(Type C) <br />Cad/e Anchor Assemb/r <br />(Brrako way, Type A ) <br />W8x3/ <br />6"x8"•S=4" DF Posts <br />f B/ocAs 9 6 =3" C -C <br />!'1,j"0 -90-A1/ lhreod <br />N.S. Rods (To/.2) <br />V hew nut per rod) <br />D y -'Existing Bridge Deck <br />D <br />7 >O <br />D 1 <br />/"0 x SO "A// Thread N S. Rods <br />(To12)(/hex nut per rad) <br />Cob/e Arcfini Assembly <br />(Breokaway, Tyoe A) <br />Termino/ Section <br />(Type L <br />rf <br />----- <br />61?'- 6" M.B.G. R <br />' (Type / F/are ) <br />I <br />Existing P. C.C. Bridge <br />I <br />I N i <br />' ROAD <br />4/ <br />I <br />I � <br />I � <br />I � <br />' a <br />I e <br />I <br />o <br />End Section (Tyft) R. <br />2:0 S <br />56'-0'MehW Tube Bridge Rai/iny (Type IIS) <br />(TyPica/ Bods Side) See Sheet '*le for detoi/s. <br />6 "R8"XS=4",D F. ?osts� <br />it Blocks <br />/O"X/D"rS-4" D. F Posts E' Q <br />8'X8" DF. Blocks 9 3=/t"C--C <br />" Dr/// and Mortar Anchor Rods into <br />existing bridge deck. Method used <br />for diillinq shall not damage <br />existing bridge deck reinforcement <br />See Sheet" /2 For detoi/ o! rail <br />POSY, ow wa/I. <br />BRIDGE RAILING <br />MOUNT/NG DETAIL <br />I BY DATE!!, PROJECT ENGINEER 'DATE CHECKED i DATESUBMITTED DATE <br />7 �p -7 -- - <br />— 1� l/ O,co��iIi� 4x187 AJ--A� 1918 ? , Amal JA& -7f8? a <br />FILE NAME <br />/0"x/47"xS=4"DF fbsts E - <br />B"+ e 3=/f"C--C <br />RZ AN <br />BRIDGE NO. /3/3 <br />No Scale <br />i <br />sA y/ <br />Standard Plan Re/'erence s <br />A77C-/, A77C-2, <br />3=/" Terminal Section / <br />147914 <br />i <br />(7yFe A ) <br />r <br />/ 6,•x8"xT=4"D F Posts �� / �J rQ�� � � ,t, <br />/ E Blocks e 6 9" C -C <br />ce t2 X <br />ofor "Ckl- <br />A77-t- <br />No <br />fes <br />I. The contractor shall remove and dispose o!' a// existinq M. B.GR. including posts, <br />termino/ 5ect1017s and bolts. Existing bolts shall be cut off flush with the edge <br />of deck and repaired as specified in the lost Paragraph of Section 7S -/.OT <br />6a/va17iz11,,g , of t!* Standard .Speci!ications. Ful1 compensation for this work shall <br />be considered as included in the prices paid i'or voiious contro l' items of <br />work and no separate payment will be made therefor <br />' S <br />MAR/PO-SA ROAD No EETS <br />COUNTY OF SAN JOAQUIN TOTAL <br />BR/06E AND APPROACH PROJECT <br />RAILING DETAILS I State Highway 99 to Carpenter iQood i /I ! 12 <br />