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x <br />Existing Fence <br />f �Existing /4 to <br />/n place.ace. <br />/ liminal Section <br />/ Q} (Type A ) <br />6'x8" )e .4-'-4' 0.. - Posts <br />/ F Blocks (93 = /Z'• C -C <br />/ t <br />/ <br />� I <br />GQ„Y <br />6"x8"xs=d" D.F. Post <br />f Blocks e 6'-3" C -C <br />6"'x8"yS=4"D.F. Posts <br />e Blacks v 9'-/Z C -C <br />' <br />11a r10r4 <br />."f'" D.F. Posts E <br />8"x 8"' Blocks 2 3' /�'" C --C <br />If 7g" M. B. G. R. I <br />R=20' I <br />I a <br />I <br />I � <br />ti <br />I <br />MARIPOSA <br />I <br />I <br />i <br />I � <br />I <br />I V <br />62=6" M. B.G.R I ti <br />(Type / F/are) Ead Section (Typ) <br />Terminal Sec tion <br />(Type C) <br />Cable Anchor Assembly <br />(Breakaway, Type A) <br />5'xg'x S' 4" D. F- Post <br />¢ Blocks C <br />w8x3/ <br />65=0' Metal Tube BrIdge Rai/inq (Type //S) <br />rPica/ Each Side) See Sheet ' 12 for deta%/s <br />8"xB"D.F. Blocks O S=/�"C-C <br />6"x8"xS=4" OC- Posts <br />< Blocks &P 3'-/Z" C -C <br />'1j'#4 x90" Al/ thread <br />N S. Rods (Tot 2) <br />(/ hex nut per rod) <br />�xishnq Bridge Deck "Drill and Mortar Anchor Rods into <br />P v -y ex/sting bridge deck. Method used <br />For drl/linq shall not damage <br />_ _ -_ o existing bridge deck reinforcement. <br />ll-�'-/"m X30" A// Thread h'S Rods See Sheet s/2 for detail o/' rail <br />(Tot 2) (/ hex nut per rod) Post on wa//. <br />BR/D GE RA /L /NG <br />MOUNT/NG DETA/L <br />By DATE !PROJECT EN NEER 'DATE CHECKED DATESLISMITTER DATE..APPROVA RECOM <br />FILE NAME N0. <br />r- <br />Re 10Ca to e,e'15 ting Cha;,, -7 <br />11171- Fes -ice ar7a' gate <br />�Tofa/ 34 L.F. <br />fxistinq /4' go to <br />to be relocated. <br />R. ¢ D Existing Relocated /4 <br />Drireway <br />,E� gate. <br />xist�nq fence <br />Posts Ca616- Anchor Assembly <br />(Breakaway, Type A) <br />i <br />i <br />1 �Termino/ Section <br />i (Type C) <br />SO'- O " Al. B G. R. <br />(Type / F/oie) <br />�Existinq P. C.G Bridge <br />I <br />I <br />I I _ <br />i <br />I <br />I <br />I <br />I <br />I <br />ROAD <br />_ I / <br />I i <br />� � 7� Standard <br />0 / A77C-1, A776-,?, A77 --r' A 79-A , F/O <br />t <br />Ternsino/ Section i/ �� l7 <br />(Tl'Pe A)� % <br />t 7 le!istinq FerrCC <br />Existing /2' Gate to <br />remain in p/ace. <br />P/on References <br />,P/ -AA( <br />'BRIDGE NO. /30 9 <br />No Scale <br />COUNTY OF SAN JOAQUIN <br />Notts <br />L The contractor sh%ll remove and dispose of all existing Al B G. R. int <br />terminal sections and bolts. E,r/stlnq bolts shall be cut off Flush with the <br />edge of deck and repalied as specified in the last paragraph of Section <br />7S /.OS, 6al"7171ziny; of the Stcrndard Specifications. Full comoensotion for <br />this work shall be considered as included in the prices paid for various <br />contract items of work and /here/oro separate paymen/ will be made /herefo <br />BR/DGD AND APPROACh' PROJECT <br />RAILING DETAIL <br />MARIPOSA <br />Slate Highway 99 to <br />SHEET; TOTAL <br />ROAD <br />M0. '!N[E T! <br />rpentcr Rood /O ; /Z <br />