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<br />y �. �
<br />L irnit of
<br />L im%t
<br />of poyrnent
<br />�
<br />-pcyment
<br />i r�
<br />"
<br />/ 1
<br />5
<br />�I/. _ ND�Y,
<br />-3
<br />Post, spacings ----- —
<br />-- - -- -�!
<br />n d d-0 L r; 5.
<br />3 -- - - -- - - -
<br />-- --� — ----- - -----
<br />re. 5 -i4 - 5'+ Approx.
<br />Post bolt hole _
<br />� Notes. x
<br />ev d da
<br />d t� i lot holes in m /
<br />trams AP. ",,,.� � „ At rail splice nearest expansion joint /n br dote deck, s®�+ab ���
<br />section of rail to allow some amount of movement as is provided in bridi�'e
<br />- x ! s litre bolts
<br />/-� 4 p J" 2" deck. Place —' osbestos sheet pocking between rail elements. Adjusl bolts
<br />3� - 8 ,Der joi•� �. a2 �- 44 44 ..�- � s
<br />loprov/de s/lding frt and set threads.
<br />Lop /n di-e01017 eL
<br />PLAN Terminal seclion /app6 d
<br />on traffic face
<br />-_ -
<br />_ II
<br />j , I 6 V 15.5
<br />it
<br />.I
<br />i
<br />I ! I O = a'
<br />A�: TRNA Ti rE END CAE TA IL
<br />NOTE: Place end post on S-,�Oulder
<br />if structure toes not accommodate
<br />I 12 ' S " unit length.
<br />I• I
<br />12" Round h�-le
<br />Set post in
<br />pos/tion and II ,
<br />�I � I
<br />fill with P C C � ,I i
<br />L_�t_� '--- - -`�
<br />EL E VA ! ION
<br />END POST ON SHOULDER
<br />3 "rnm
<br />3 1-nIn I In
<br />3 x4 x 0 -6z
<br />rnoX
<br />2 WOSher-
<br />11
<br />'!
<br />3 min.
<br />SEC RON RAIL Pos r ON C.,UR D SEC /IONS
<br />� nd on cross slope of deck
<br />RAIL POS% ON WALL Dimension A will depf p
<br />t - ----�- - -- �- - -- height, width, and cross slope of curt. if possible
<br />use post with dimension "A " of 5 Or lot, Otherwise
<br />a specIo/ post with a s necial dire ension "A if wi l l
<br />be required. Use l' 2 "long rods in 1'2"w/de curbs.
<br />- f T if posSIble, use samf,? post throughout the
<br />N structure.
<br />`Z� _
<br />v 1
<br />�s� t
<br />BRIDa6- S
<br />c
<br />e
<br />of traffic-- �
<br />� Post bolt slot
<br />f, zil?`
<br />�rY O t f u
<br />L -7 "
<br />: lotted Holes
<br />r`---'
<br />i6 asbestos sheet pack, In _
<br />at expansion joints only.
<br />CROSS SECTION ELEVAi!ON
<br />RAIL .SPLlC�
<br />Scale. 3"=1'-0"
<br />6 _3 6_3 Allow 3- Foce to face of roi,'- -
<br />- a — -- -- — — -- —
<br />� \
<br />„bolt 0 only)
<br />I ; �
<br />114
<br />it
<br />x x 0- 6 P
<br />washer
<br />x015y o
<br />Y N• --- washer-,
<br />Cut washersl 3 ,1
<br />;.�,� 4 x I-D rods, 32~
<br />SEC iION A - A(A —ao �-- (Tot. 2) I�-4- --
<br />r
<br />Use 3'- 6 "posts whenever poss/b/e. All onChor rods to hove hex. nut's.
<br />Provide lock washers for top anchor rods. Vie/d 2$ x4`X4 plates on imposts
<br />when using l anchshims to rods. Contractor to provide meta/ shito align
<br />posts. Spore posts to clear expansion joints by l � 0"Min. to I post. Posts
<br />and anchors to be golvonized after fabrication. Railings on retaining
<br />wolfs to be placed after walls are bockfilled. Bend rods if necessary to
<br />mai�ta�"n rr/nimum clearance on superelevoted slabs.
<br />vAl
<br />See Specio/ Provision for roil e/ernent. -
<br />,
<br />k
<br />- �mm
<br />32- `r Face to fore of ra11
<br />- - ►- � --
<br />t� I bolt 0 only)
<br />\ (Z # A
<br />�3� 6 rods, (Tot 2)
<br />•� I - s; Y
<br />it
<br />cV ® )Ix0-6f , ° n,Y
<br />\ , washer 3,T
<br />,r► rr� y * washer 3
<br />SEC iION 8-8�lignment washer 2 x x l r D `�rorJs,(%t. 2)
<br />tock weld fry rod.
<br />4 a
<br />n YPOS r FOR MICK A A
<br />,-,. ,. ,i i 1..,.- g?'I-.. .:.'"`-1 u 'sir ^•r^r - yF •'":R
<br />'CALIFORNIA a
<br />[77,
<br />PARTNE4T SATE OF CA
<br />/�� GE°ARTMENT OF P'USLIC WORKS ` A. 1 . IO— I M
<br />• DESIGN SECTION
<br />GIYi$!O'+ OF HIGH.4AYS r'a
<br />e:' yes g-e
<br />_ u
<br />/ciQEit/Cf-/ C,,4ti!® /�
<br />DES �-n . , _n /7 �1 �/1 A zn i7 A / /] /�J/�/' K/ /A L--
<br />STATE O. 2 -039
<br />r -2829
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<br />a - .n At of
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