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IL <br />4--iFC5 ,toy RC8 A C <br />g or Spacing . <br />'- <br />p . b bars Spa 11 c in f or _ <br />/ R C B . �_ 11 ell i1 I1 <br />o �. 73-4 /2� /1'lgX. "g' bars f" bars , /// c bars • c J�6ars <br />Refer fo Ty�vieal Sectiot #4 <br />I I <br />I /or Deck See/ I , <br />u u <br />�`—=3/4 min. Fillets JP f bars b Jbars <br />fof. ,� a bars S acin If � �_, <br />404\1 .4°- a e A pacing - Co Bono t • e <br />I 4 / ' D, �, -�;. • a bars (op I) <br />.25Spon #4 it do. <br />bars .25 Span �I <br />\ a or 4@ I8 for cover over 2 <br />` I �' a v Q a D ¢ -. .04 @ f8"'max. ij 2 <br />_ m0 <br />l` • s _ <br />All <br />p #4 11 4�Z...-�' mod` d 4 ° r — — �-- — - �• — _ a 2 " Cl Y 0 V' <br />¢_..J.► /8, Mom, ,_—� .� — _ — — ,� — — _ _ _ _ , �` _ — 4- -4 < y p •� • , o <br />3hc"Cha��er � Alternative consf: jt <br />2$ I ! Alternative const. Jf. �r <br />Invert Elev. • E. <br />'fa" bars Slope 48:1 <br />CornsCOn3t, jt. <br />t jt. P 1 <br />2- 4 —co /6, Ax DECK EDGE -REAM DETAIZ." <br />WIN&WALL <br />HALF- ELEYATION-, 9,bars f bars �,#4® 18 max f tic/ <br />Zany <br />�J <br />AFL/@!e� 41A <br />X <br />SPAN <br />/0 I <br />HEIGHT <br />5 <br />Maximum <br />Earth <br />Cover <br />2 <br />Roof <br />TI <br />/2 <br />o <br />invert <br />T2 <br />" <br />8 <br />Exterior <br />Walls T3 <br />S <br />Spacing <br />" <br />102 <br />,g„ <br />Size <br />Bar # <br />5 <br />Lengfti <br />' I' <br />13-10 <br />"f" <br />Size <br />Bar # <br />6 <br />i <br />a" <br />Site <br />Bar # <br />6 <br />E <br />Size <br />Bar # <br />6 <br />o <br />"Lill <br />Dimension <br />"B" ' " <br />2-7 <br />C <br />Dimension <br />"Bw <br />4-0 <br />Size <br />Bar # <br />6 <br />c <br />D i mension <br />1 C <br />3-1 <br />'ell <br />Size <br />Bar #4 <br />a <br />Concrete <br />n <br />C Y/ LF <br />Reinforcement <br />Ibs/LF <br />"d " bars, for earth covers of 2 ' and less <br />Span 6' to <br />Number / Ce11 6 0 1 1�X < <br />'P'POJECT ENGINEER DATE CHECKED BY <br />00 b� , <br />_ 31 <br />O • <br />t <br />=I <br />bolt d;4 t,46 "—'' Lock wos176 <br />Cut washer <br />S uare cut or yr117d s <br />-P-d P @ /e; tilax. <br />l elemenl` <br />__-5- A <br />SECTION, F <br />x,e L o" H.S. rods (threoded <br />Q ,both ends), to/ R (wlth 3 bex nut) <br />�o or /''f X,6 -o"H. S. ho//s, tol Al <br />(with a hex nuts) <br />f 3 X % �X 0' 7 „R washer <br />1 / <br />4 <br />} oe X14 X Q� S z" / washer <br />/-o"H. s, bolts <br />(tot. z) or h..a threaded rods <br />I <br />RAIL POST D <br />ETAILS <br />DATE <br />SUBMITTED BY <br />DATE APPROVAL RECOMMENDED BY <br />DATE <br />- <br />V <br />4" <br />+�. R C B <br />Invert Elev. <br />"FLAT INVERT" ALTERNATIVE" <br />"b'f bars <br />'e'6 bars <br />Spacing---, <br />Spacing <br />"c" bars <br />Span , S <br />TYPICAL SECTION -10' THRU W SPANS <br />WALL SECTION -SPANS 10' THRU 14' <br />COUNTY OF SAN JOAQUIN METAL BEAM <br />T3 <br />GENERAL NOTES : <br />/. Refer to plan A 77- CS of The SfandArd Plans, tea✓ r/anuaty <br />1981, far details of rail element, terminal Tectib <br />and flat plate washer. <br />,2 . At r4il spp/ice lte4rest expansion Joint in ,bridge deck, slot holes <br />in movable section of rail To allow same amownfof move nl <br />me <br />as is pro vided fir bridge declr. Place y6" ashestos sheet <br />pe7Cking between rail elements. .4djust bolls la--0t✓7de <br />zhdr79 4 / and set threads. <br />3. SOpacoe poafs k c%Qr eyvanslon � folnfs by /� 45' minirr�Urt <br />cenfe line of post <br />4. `ll.S." irrdic4tes //iyh ,5)f-enylh. <br />5. Refer to Section 83-/. 02 , 83 -/. 0-,e 3, <br />a"d 83 -/.0Z // of the Standard Specifications dQfed Jar�,u4ry <br />1975- for retjuirelnenls of malerla/s and erection. <br />Oro tio�a/ <br />I I <br />6 <br />OPTIONAL <br />RAIL POST SHIM <br />RAILING, PROJECT MURPHY ROAD <br />DRAWING N0. 88064 -t/76/ N'/OgYN/A16 <br />STAfE NO. 2910-329 <br />r <br />SHEET TOTAL <br />N 0. SHEETS <br />Gam' <br />If <br />ri <br />