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<br />_-'•-_..•'': _- -. ... .may ,.... r
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<br />7er107al.sectic?n /Opred
<br />ron trd/yl' C face
<br />I I �
<br />4
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<br />it
<br />bo Its
<br />: hished �rdde \VINMWMyW/I �/l(��u/I v \,Yir��`U \�'i��U///�»J���1�/%�� 1�"'�'�y�11 t
<br />I /
<br />t rack wasNr_
<br />Q' N', a' , 3 x, x 7 washer t I 4 ( . 8 nd ,o
<br />C '- NO rE ' Place z o st <�n shoulder
<br />. --�_, �� • � f � �f strcfoture does r�o/ aceor�modote ` . . _
<br />42 �-4 " unit /en9th, 4
<br />Girl washef = �_•,- �y
<br />3. bolts s I ► ¢
<br />loe Mound hole. Set,Dost
<br />� in pasifi©n and f'i/l 1 f I ► � � - ,
<br />wilh PC 0
<br />RAIL POST ON PARAPET,j
<br />r AT GRADE
<br />.F
<br />ELEVAT101\4
<br />ENDPOSTONSHOULDER =.
<br />NW ES
<br />�- f Mkfier to plan A 77 -G'4 of the of f`he .Standard flans,
<br />C' Dated January 1971, for details of rail element, term. %n. al
<br />3 -. .... S��ar� Cut or Gr/nd
<br />. -- seefion, rail sp/lejosor' a,Pv,oroac,�r rai/ing and F
<br />` ,, �� 1..._`_ � I � �c,•,, a�'�oroacfi assernhlc�. -
<br />. Rail element Z. At rai/ s P /ice nearest ex nsion ©int /h brill e
<br />iii sivare c�ul or grind
<br />°. i
<br />Y - Rar'/ e%rnent � s/off h'o%s in r��'o vo,�/e sect1�an of rqi/ to a//o v✓ sae m
<br />n"writ bl' movement os is provided in bridge de
<br />,r.
<br />hex nut Place /1 � asbestos sheet /aaclrlrlq befweel;f rail e,errlenfs •
<br />only1 Ad�r'usf bolls to provide sliding fi' and set threads. d
<br />�• -� 1 "` a cr, a tar' c� ro via meta hi�ns to ali n posts
<br />r 5per posy" 3 -a- _ - ` - - - - �` `� 3. G'vntr c P e 1 s ,
<br />-3= _ '• hosts to /e4r e pangfibn joints by l -6" miry, to ,00st -
<br />H.S. bolts* of,2 D $ A// metal earls t© be galvani)ed after fabricotion,
<br />. p' ... , s dock washer gut wr�s r 5. "H - iWlaates Hi ,h Strength
<br />` 4' ' _ 4s Refer to Seclions 63-1aJ2, 83-l. DJ2B 03 -lDr2 a �,e) and f;
<br />- — o R // , _ Grautbase of`rad st to'4 -tack w sher 'yX���' : a QQ _ l ,l d xz -D f , S rods (threacled t e%v of finished r on <91-10,2 tf o)' the Standard Speeifrcat�ons for
<br />Krasner w ° washer _ b©ih ends), tot. z fw/M 3 hex nuts) � 9 re uirmenls o e materials and erection.
<br />Fi
<br />c 4'oncrefe ,deck with overlay.
<br />ar l f S ba/fs, 7`©t 2
<br />a na�(With ,2 hex nuts J1
<br />Finished grade
<br />N ' it ,.. .. -,�
<br />, ! ' L �.. 3 / x Q - I ,2 washer 6m�i�• I �"�- When holes , are drilled f eaugf existing corxerete deck
<br />x� x�� ,. : _ _� �-1� - ECTIOAlbolls or rod. sha/f be rou>ed ire ,ace.
<br />/JHS ,bolls • ° a `� e. ��
<br />` �! �� Q = n
<br />UI�C AS BUILT
<br />(f a • --_ - - �- 3 'Base ,bite -�►' - �,- �" -- ,2 -/"� /l, Bolls or threaded r
<br />t _': a ` a ° ' f©t. ,?_ with hex r�ufs. Ct��i��criON BY
<br />' t " -. " /, / ►
<br />NO CHANGES
<br />. z x% X 4-5 iz F washer �J - 9- washer `
<br />bolt &7 .-
<br />` Lock washer
<br />�'+� -.5 „ /-Ql`NS. bolts .Aholes 3° •
<br />cut washer - � % �` or f/S threaded rods 3 �„
<br />S. bo/ls when r4
<br />l " 0 •ff S. bolts when
<br />��EeTION D-D
<br />P T �f` I RAIL PQ T TA I LRAIL POS ON WALLRAIL
<br />f
<br />4�' ENGINEER DATE C
<br />MICROFILME
<br />.SUE
<br />.� PROJECT ENG E NEr��tEO BY DATE 3M1TT�0 8Y DATE AppROVAL RECaMM�ND SH
<br />_ _ _ _ _ _ - _ COUNTY OF S N JOAQ U I N i ______ _NO SCALE METAL BEAMBRIDGE RAILING-
<br />ORAWING'NO..;-3o-7z 4"'"i3 r3 i;._�tE'- .--"=_�, - .
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