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<br />CLEMENTS ROAD
<br />ROAD L FILE SHEET TOTAL.
<br />NO
<br />�` ` 3" Post, spacin �� N 19697 18T
<br />-/� - Approx. ,�----
<br />� f
<br />p Post bolt hole
<br />�v: �►�'� p1�eivo t e s '
<br />At rail splice nearest exGnsion joint In bridge decA, slot holes in movt;b1c ,
<br />_- -_ --- _ _ -- -- —
<br />{' x 1, splice bolts - _v_ section of rail to allow sage vrnoUnt of movement as is provided in bridge
<br />8 per joint 2 -44 -4,i 2 deck, Place "asbestos sheet packing between rail elements. Adjust baps
<br />_ Lap in direction to provide sliding fit and set threads. 4
<br />of traf
<br />PLAN fic - Post bolt slot
<br />Terminal section lapped 4-j -� ! Llse'�"posts whenever possible.l�4l/ arrc�hor rods to have hex nuts.
<br />on traffic face - _-- _ �- ____ �.-- - . � __ �: -_ __P Provide lock mashers for to anchor rods. Vleld ' x4'z � loles on
<br />Y� w � aSss -�aia -_ _ - R V , � A 4r
<br />- _ -- when using 1-- orchor rod� Contractor toy voids Mefa/ shims to cIigrl
<br />LL- ` -- posts..�pace posts to clear expansion joints b 1 � �1 rr�/n. to � posl. Posts
<br />- _ _ _ and anchors to be galvanized after fabrication. Railings on ret0h7i �g
<br />-- _ __ _ __ _� I E� ®� _ - _ __ _____ �_. - --_ _ -= __�-_ __ — _R --: _ ____=-r= _ . x �- walls to be placed Offer dolts are backfllled. Bend rods if necesSor to
<br />---
<br />k $lot maintain minimum clearance on ,supers/evated slabs. .
<br />See Special Provision for rail element.
<br />6 15.5 -- ___ _ ____ - __ _•_ _- -
<br />�` --- -� - _ = - Slolled holes _
<br />}
<br />l asbestos sheet packing
<br />�. i'�`RNA T/ Il END DE TA IL p
<br />�. _.� ��... at expansion joints only.
<br />f� Wr E: Pldce end post on shoulder _
<br />P,�4 L ,SPL ICE ���LT �f st��rcture dries not accommodate � � � .�„�,.-
<br />� � ...��..
<br />f unit length.CORRECTIONS BY_ -
<br />}��,, NO CHANGES
<br />i Ft I f DAME -
<br />f it Found hol
<br />,
<br />e. f ► - . / A0"'.
<br />• - Si et post in
<br />r position n and I( a Ir ... ! tI - rf fill Will? POC A I 6,-3„ 6, 3„ ,allow 32 Face to face of rail. 0 -2 W ,o,- e I `al'-
<br />-
<br />L 5bolt (1 only% L e vl (1 nl� Y
<br />EL E VA TION
<br />D P06r ON SHOUL DER
<br />-
<br />6 HF'15.5 ter+ k
<br />q3 - tv .� P r Q.} r t ��` ` ;•�
<br />3 min.
<br />3 lrnin. X 1 -6 (Tot. 0 0X XO`6,1 ,�
<br />Mosher
<br />c,-r;. _ p,......,�,,...,,�, o..,,,.�a,1- 4 vy ' y.,.....-L...�.�_ �. 6_+.� s - - �l C , !/ i...,._• ._.-� �- » ,�; - , - �'-.- _---r ''t
<br />�, . { �/f t ' _ �� __ 7 'e t �� • X, X 4a!/'� P Y [may '^J�'' . • - ' _ -
<br />'i ,
<br />9 washer.
<br />#T r�
<br />\ �' - ( / N _ i r
<br />�U y �rt�l �S11 e!`s �t r Pt � -
<br />w _ y x la-f3 rods, _ ,�_ x xr• -� ._
<br />`i ? t ` ► f / I/ / tmin. 4
<br />(:A
<br />) k
<br />1- ! SECTION
<br />AIL POST Off/ UR8ED EC rIO�ll, Pos r oR i'H/�l � �
<br />- if 1 ' '� / lilV•ia�.ga .� �_. , �.. ���d �.4lYY6a.eLall.lg� .. �i��. .. .. i.. .�.� .....�•�.�'b ia.. ,� ��. i,� �.� ..,� al`fwl®YY � �e.0 i ..., -
<br />0imension ,4 Will depend on cross slope of deck
<br />n, _ �- �--. -. height, w�dfl�, and cross sv,ve of curb. /f possib/e t a
<br />i
<br />C � use post with dimension °� " of ,J "or ld.` Otherwise t�l�<�� DEPARTMENT srArlr OF CALIFORNIA
<br />`t x _ ... DESIGN SECTION ... it DEPA "1MEN7 OF PUSI C *CPX� .I. 1t�— 1 (C)
<br />a special post with a special dimension A wl/l DIVIMN OF KiIGHWA��S
<br />- � be required. Use 1 _ long rods in 1`• 'l wi curbs.
<br />Pj
<br />Protect Cesigner
<br />rt . If vssfbler use so ost t rou h //t , the ��'�{ ��� ,er {//
<br />p p �rir �'`_iCLEMENTS ROAD.
<br />structure.
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<br />r j 1 t �� tiUANTl7t6c�} � (tar&rd
<br />PEGiFiCAikQ_N I Faa�+n.. _. METAL AM 'BRIDGE 'RAILING
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<br />4 k � ► _ C'nstrz ed
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<br />PREL, DRAW
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