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�'MAPET f MRS �ilU�JBER <br /> To 1p eil2forceme& <br /> 511y/e span #4 fol 2 <br /> Mu/tip/e 5por/ #7 tot 4 fQors buk1/ed) <br /> 8offom Aeirmorcernenf foishP: + Grade i i n <br /> I <br /> I <br /> J�p�nS UnOer 6 -"5 tot 3 <br /> j �C� �`p�ns 6 ondaYer9 �ot3 ' a` 4 j� /f'efer lo Sfondora' G/o,7s i� <br /> e /, n <br /> k I• d <br /> Y <br /> nx/_3� S. bolts t~ 5 0=1 d <br /> ,� '• s 6 r-� X1.4 ,�- a <>. a ' d .�• s � `i � /B'- 9" Parabolic Curve I i li I i <br /> (to1`.e) N a o K` �' � I 1 II <br /> % "4 IT a A 3 SDcces 6 <br /> Finished Grade , I I i II I <br /> v_ r A _ <br /> 9 x x O-7 k' washer (o of \.. �... _ __ a <br /> 3z, j/�"Chc��, er O- e <br /> h 4 s s "f„bot 0 , 5 3.. 0 :211 12"%Poundhare G t <br /> /, 0,/ <br /> a . c fswrf� �CCn orx/ /!L_L-"_� -j <br /> 41„x -0 /-X,3. bolts <br /> eot. z) PARAPET WALL DETAIL BRIDGE APPROACH RAILING DETAIL ELEVATION <br /> Aefer f/, 1QVVVe1 `"°”°ef°''f°r POST ON SHOULDER I <br /> reinforr emenf re�r✓irernerrts. <br /> RAIL POST" ON PARAPET <br /> t <br /> GENERAL MOTES <br /> • - _� % frefkr to plan A77-e6 of the Standard P/ahs, Dated canary <br /> C 1973, for o'etalls of rail element, terminal secliorn, - //sp/ice, � <br /> Z SQuore Cut or Grind anv fiat f,/ate washer. <br /> '� <br /> -0- , At coir _^p/�c>e r�eorost ex,Zwnsl6n j w l rr� bridge deck. , s/0//50%s <br /> Square cut or grind a 1 Rallelement rn mo✓able section of roil to a//ow same amouh/o{movement <br /> ;?---Railelelnenl f j as IS ,or0v101ed ir7 br101ge deck. 0/aC,6 /i'6" asbesbs sheet <br /> k,i�g between roil elements. Adjust bolts to provide <br /> bolt and hex rlul with S116'.'11-79 fl/ and set lhreads• <br /> 3 <br /> '� flal,olate washer ( „?iy). 3to provide 122elal shims to a/ign C0315-- Space posts <br /> 9"-4nl 6" Tot 5 pe r post 3" /0 clear ex�nsior7 j01771-';- by / =6"mir7. to eW7Aer line of post <br /> }3�0" <br /> I 4, H.S. ' ri�dicates 111017 StrEn th. <br /> N S. bolts*(fnte) . , I i I t� 5. /,'eter to S4�tior? 3 <br /> 4 { / <br /> tStandard Speoi relmlions dated 4hr�uaryd ock wos/er cul uashea� 3-10,e of/, <br /> o n 4z I 1973 for �e uirements ofrraferrols al7r erec=tion. <br /> a - { / Gi out Bose of rail post to 4 <br /> R washer C� / ¢ xe O ' H.S. rods �threoded <br /> 'X�"X0 7„ a Loc wos er <br /> 4 ° a Mt elev. of fry/shed rade on <br /> a Cut washer { bath ends), tote /wit/h 3 hex nuts) 9 <br /> . ; ,_� ! b X i conc, ete deck with over/ay. <br /> a v or i f 2 -O H.S bolts, tot 2 <br /> c a 32 �/ IIi (with 2 hex nuts) � <br /> • ,, 10"140 z` - finished grade <br /> 'xp=5i" i ' { p a { 3x4"x0, 7",R washer (q qj 6inin• I When ho%s are drilled through exlstinq ��oracrete deck <br /> .� washer n a I 1 ,21 <br /> A b -� `3r S'f�5' /O/V �'-L' bolts or rads sik7l/be grouted in o/aee. <br /> AS BUILT <br /> Lh <br /> CORRECTIONS BY <br /> bolts r w A I I <br /> �O/ a 4 Q 4 : c O _� - - NO CHANGES <br /> 3/¢'Bose e - H', <br /> 2-/"� N�� Bots or threaded rodDATEp�#9 � Qy ` tot. e with hex nuts. <br /> N <br /> #46 ,� <br /> fro/t 2 / X 0-5/2 FL washer q „ , „ !' :vasher <br /> O <br /> d/aLock washer,/ � � --� X, -O ,HS. bolts /� rho/s •4yz 3rz <br /> * �� ¢ /HS. bolts when A /O" Cut washer (tote) or HSthreaaed rods 3 „ <br /> ¢ H 3. bolts when 'A45" 8. <br /> d <br /> SECTIOV D-D <br /> RAIL POST ON WALL RAIL POST [DETAILS RAIL POST DETAILS <br /> PROJECT ENGINEER DATE' Cry.-,i KLJ BY DATE SUBMITTED BY DATE AF r'OVAi RE+ e;iMkA#trvli€ i — e <br /> ! PROJECT St-EFT TOTAL I <br /> _ Dfi _ J _ L/BERTY ROAD v0 SMI--E ! <br /> - _ <br /> 0)UNTY O SAN JOAQU I N M 1 AL BEAM ERIC s (lE RAILING - - --------- - -- -- --- - -- ---= <br /> i <br /> DRAWING NO. . ' /B /B <br /> .PQEi <br /> � — Z1 © 7 _ <br /> d <br />