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<br /> Y r/ :'1 ' lerrt cof � 1 �1m
<br /> PERSHING AVENUE fRCk ;ra Sleevc nedof R , bent,
<br /> welded., and ground smooth for
<br /> �, '1 r / _ r ,tp` , „ / ,» ✓ J !: _ rl roINDEX FILE YEAR SHEET TOTAL
<br /> Jf 'i Id of rod! No .. N0. N0. SNEETS
<br /> , 9
<br /> P=�s, } , ;_� z, ' '�. : -a sliding fitinside e 0
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<br /> WPI I67 5104
<br /> , CIT
<br /> ,/� ---��---�------{{{ / '� 1233 W 2 0 1962 6 6
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<br /> c, sh4l 61•�`t;,r' Tube P'f a(i
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<br /> 1-7
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<br /> X u .._ . 1 6
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<br /> rr�Bolus ters
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<br /> �._p...l
<br /> 7 i1 al Fos/ I S„ace Posts fn
<br /> cAeur exp ansra,*r 047ts by
<br /> Jl ube Dost 4 X 5 xf/ y � minirnurn toof past,
<br /> ,4
<br /> i mai; i
<br /> i � ,- 1 .SECTION F-F Rail joints near expansion jams in the
<br /> F e .J I i
<br /> r „ej J_ 1 rr r rr �iG i `•3'' { j Cale,. ? _ j - 0,
<br /> 7 `'J" u.A J, _ / , r, deck shall be increased to the some size
<br /> - - {
<br /> 60,'r rth rear i� i I with corresponding increase in length
<br /> j i j of sleeves_
<br /> f._..` �, �; I I ,p_.�_. . ._ - r 5 7 '� 4,J �, ,r Roiling on bridge wingwalls to be placed
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<br /> y tE
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<br /> _ 4, after walls ore backfilled.
<br /> S, pp
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<br /> For e%ctrolier anchor bolls �;,
<br /> ,rr; ~ R , bent to f1t
<br /> r.nd /fghfing reinforcement see „ , ire � � "' 1 inside channel
<br /> 1. ,g ting Reinforcement sheet.
<br /> S'IAiG L F END ROS T !fr
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<br /> . _...-.�_..,.�._ � �L:�_ _-�-•__-------- `� Grout Pad
<br /> Anchorage details are the some as on the Intermediate Post. lop of concrete-' F of 4" x52' x lube Gast
<br /> RAILING CLOSURE VETAIL E-3 ,SEG TION ,E -_ E
<br /> Scale. 3°r- l '--O "�
<br /> /0 - 4 Amax /0 '- OIMGX
<br /> r- .End post" --
<br /> s-f- Rai! __ - - p /
<br /> Vent Level -'� r� A4 Expansion joint � r Expansion joint -,,� % Expansion join! ro a !
<br /> _- e
<br /> F /' R max. ;
<br /> '� /� 6 "It f rox /'-1 ; grind \ ��� wi � " � Sr`eevs 1 4J, ' ! `;��� � ! 4J, ! � 3/e � G/esus ro Tube
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<br /> 4 X 6 X lr6 J,,� rt " . ,.•/ rr�l i ! tr '- we r rr vj JI i i � E round i". ornere r(. U(Jre (
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<br /> i ! i ivc. 16 gauge t.rbular sections__ r ;
<br /> E
<br /> 3/ CJ u� i j v 6.7
<br /> 116
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<br /> J !P bent
<br /> 5 : 6. 7 � r .�
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<br /> X f I�'1�s her
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<br /> 1x �,- am nut 64 washer �r, -
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<br /> X, r t- ---- a i rot 2
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<br /> 8 l / t± r 1 _. -.. , ,,. / /i Bolts with
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<br /> �^f
<br /> x � . L'.✓_-.. Tcck weld
<br /> _A i- 110 , , , , J � threads „
<br /> ELF t11�, C �� / U Bolts, tot 2 ,' � E
<br /> I ERMEDIATE POST SEGTI�?N L _
<br /> C.7 .L/ .X
<br /> F
<br /> 5 ._ a rw ..
<br /> 4 ft^ 7 l✓ t J th v y
<br /> DESIGN SECTION
<br /> _, �_n._..,, .' , C. 2
<br /> +fr >�
<br /> k C'"�° i -- PERSHING AVENUE
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<br /> AM".,,,A rk o ..*..&A 4, .. rwY®d?w:ewwr.*s SCALE � JJs I �J, NRIDG[ ' 611:Y � I}�F,R*+#fd:,
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