|
� H+u,•�...,,,u.� � �� OUN Ui� 1'Q51lIIlE3--T01ALr'RS�J�C�' � #
<br />f. 1 +4..,�a+i uwW6�Ji��41�dIWWNiM��Wy.L3Ye►IW
<br />C % ' t 106 C II Ro to{t ssrst
<br />-"A� k 4 ` . �r �" min.1r-cx�ruric. rC {.. r ► • .�. ► ` ..r
<br />Slotted Hole 'Ed<3c3 0� t3lotted hale --- . _ �. ,�. v, - - _.
<br />�► r _.
<br />toqv* it. L
<br />r;1
<br />L7-�; V-- Aca�s,E�Eo c v w CNs ticEa urracR
<br />------,-.�...--.�-� �;s'S--",_._.,.......,,.... {�r.,.� y, .�.n�,_- O C S: G r4 C N G, N C E R
<br />414
<br />holy; near T' i rn'ber
<br />(And n d ii cA v 51 de' . - ...� , _ . � --_-:M . __ _ � ►� � � � � 3 t' c� v°'� �°•t" r"ti i f� c� ____ - � , r i1/!
<br />ELEVATION � w � �,, �- -�� � x _W. Mir).
<br />41
<br />fit, �► hot e new r s Lc, c..,, . ,1 ,� �.r - --- o • o " o ,, •9 _- __--
<br />. d► W.S� F�QIt with 1"' --�. �'��-
<br />�, Rex hecxd; cut 004 f�o(udwc%j f care .,,.�, � ��� � - �$ �.�i1.,�,� ,....�•.�
<br />- lock wu:5her3. - Uf I'ubp, 60° � � � �.`M/,►�:�" 10Nj � `�u `� E.Q T 1
<br />k for- 5lidincj fit lnoide (-)f SHOP FABRICATION -WELDED TUBE- SPLICE �3 _MF.T6�NL )� Z>/#W-,
<br />r Wr rit,
<br />rail ftibe bend thu3ly•
<br />t�to • 3/ " nub 'e nut (Tack weld to sleeve) r � ve+apt P)evori R061-� - -
<br />41 i 8 Min. �1�►. �X / „ 1 /n' ._ J.
<br />with drilled d c;Ic�gc . c:r�c 0910141
<br />trapped hole Lr �� or mcatGS, deck joint to WSth� , .to'•c")�ir1.
<br />G'i• j i� �c:� Nt �S?4 . �c7 S rt �cl, �",ti x�
<br />�3ee No+e PLAN PLAN
<br />• = PLAN
<br />a.pn - .rrwaiil � , � . !� • j n. mro 4 ��A� +t",714�Fe:'f'S,ri hai. rum� � war++•e+a.,,. , ., . J
<br />t q
<br />N1�cxt P�c�ZZo�lt �., t .Af
<br />• ' „,{ ,�_�"�ti�c SeC�rrc�rl
<br />r .Y. .. • if E TAI I A � TUBE SPLICE I Ii 11
<br />-AIdt +nc�► 1v rrnr �
<br />1
<br />c how 9c�vm!+Ve.c3 c�r'ty cat �3�cL4 �xpc�rt31oY1
<br />�r w to en % vo r �c� m�nf L r n g i n f 0c
<br />�'l . ..._..,._._..._.��._..�,..,...�.. mat , t!
<br />' Ca`• . • N.S. F?�c +i,c'�rtc $ 2 ' ��V Limits McGtR ._ �..a., '
<br />�Lw c�►�Sr.,-_. ..._ _ _. r ot� , f"�tctt 12. ►tuc3 t eat S'�►. 3 N r ,. ,� •„ d'usi' height to provide �` � - �► '
<br />a s ►boih �tcons' tion vrorri e --_ { • "_.
<br />L r1.
<br />. _. r � roost to t'ypic(At tA.V)A heo l 'hS`. �"��.t �►r S AT'y�► I c �Z
<br />2 6 mill. � y�vy�(�
<br />1 , 1 ,� �11 ° +—.... ... . a - " I}• _ ^ .-
<br />t,, !-..•----�` rr '(. _r_.. rr T1 fJ I - !1 .4 .,.,..'- _._._ _ ...,.,...,._...
<br />�V - _ r --
<br />air
<br />W.5. Boa's �0o 1 'I _ � . _ N �- I ,� 1' " A 1 �
<br />t r qtl L(,)ck `Ncxsho_r3 ,1
<br />� cad
<br />90
<br />l n9 h uz �Iafo.O ``13. »� r «► ;n.
<br />•
<br />--
<br />v Full � r `iEvTI- Min, • ��c. r
<br />Not e 'J � �"- "�q�.—•....�.-,..... 0. 1,.� { � ,"+ �% `wAr ! c�'
<br />f % � `I'n�► E?�ds cxnd i �� � n4 f orn . �N�she,r � � -
<br />R-ocA*, Nh-zn 'A ?ty. %X
<br />PLAN
<br />.. s- %'{ . o_ M-. C 'ION ELEVATION __�, IT � s
<br />x hen `A � IO': SECTION
<br />DETAIL � ..A.�.. _ ��� � ���� � � �� � � �� � �� ��
<br />� j wMunarrwW'�wor - .,,,.. ,r.,,w ....6 - - Notes _
<br />. 1 •. METAL REAM APPROACH IN .� RAIL ELEVATION
<br />VA�"IOi�
<br />.� r "• r - !i ,rr . i/ ,.tlL. , id .LL+_. a.+uu ,r � :a.w, w..+.cvNue...aP+."P �n '!v. �YHt VL '� A ..:�� wrr r , 1t
<br />RAIL POST O ALL 'thin ,� 1, �.��, �.
<br />..: . ,.
<br />x �
<br />.- ... shown. - . at dux p ,
<br />, � .�,t1f�'�r7�r' ��ct1 � �-.r►�S t����' --mot, �� -
<br />_' ' �.��re► cd t or grlc�cS � .. r u car Sr �r,c .51dz of web. - ...._---_� �_.� Cut wo.'3r-10?r%
<br />x, x .'L r .► x►.
<br />.• it �y -fr + �. /x-
<br />`1 _
<br />1
<br />N i _ ` ;� �, . I -- :,5"w•.nj��Its ��_,�� t• �Ili•
<br />{ x r�. ,�3 iri.�. r'r��►3 (Ilnr`�c�cSecS { � '� �•J�i4`� ���.1 t� ��` ,,y)
<br />o h .� r)frA! (�r� n r �► s ,t l4
<br />w N �3 - cat.i i1C1r.,S it) s
<br />• ` i� ^' ! �i1i`��,�� rrf��'tl.r1 �'� c"
<br />e,� )•
<br />,� � � _ W3.� wir,� � 3 pitrst� r�►ro�.tn� oolir�. � - - R�.x rlu►t�,.
<br />AEI. ��rt DETAIOil
<br />L
<br />z
<br />�:�• {''� � � �'� I � ,� / �,---------- -.__ � .7/ ,r lM �lf � ,7 • , .._.� ..._ t �i � f �#''`.v vrur,.cwu.'s,rur...._.._wuu. w+..ravrausr.ray erxacr-.wa.r -
<br />Pf _ - f 111 .► -, ' �' is % r :1. P03ts shall be vertical.
<br />�, •#� _ +� �t_ _ _,. /ram
<br />,.� _ ,� { t ►{ 2. Tubing shall be shop lent to fit horizontal ctarve
<br />-
<br />�� N .�.. .. ..._ -____- ___ __._.._�.__ = ��"` � ` •� when curve radius is less than 9501.
<br />+ __ _ .... - _.___ _ .�►- . ...__..x. _.. - 3. Tubing jhall be parallel to vertical alignment
<br />�.4 ilt �trJ►.�'► w\ t1 'i. Tubing shall be continuous over not legs than 3
<br />,a,,.. U06 -- -- �1 +�. t� >ri. �.ht'�..c� _ , �._ _ -.� ..�_ . _,. _ - ... e is � s, it i i � length of 3
<br />inter�r: d to st with a ra n man
<br />Ip� for tjci h +.ri ovcx! ?� (witVA 4 hex. nV1 3 , ,� : ` - %x% { �Nc stl r'3 a opanels except as noted.
<br />�{ �, ..�_.v_.� - 5. No ivre than one tube splic* per panel is
<br />v rtr ! cxd, u�strn r1t � rocs.) ct / 7 `
<br />rx 0� � � .� �; � � ~� � 1 ---�IoS" 'hoc' ..�,,, Py � x i°'f� i�1.S. race �$ilt'�C3�c�C�'CA percnit•tedr except as noted.
<br />$44.3#, t ! 2 a7i�rn X nos `� a. Space stS to provide, 11-61 min clear between
<br />3 SECTION A -A s Yc:r trot ad��s5m.r,t.r,da} ��``��
<br />( tilt' E"' i %� ,CA� expans on joint and % of post.
<br />. DETAILS -THIN
<br />. 7. Rail jointer In top and bottom tubas at deck expan-
<br />sion POST E AI "WHIN A� lion joints shall provider a�llcrriance, for movement
<br />r - � . SECTION R RAID. POSTOE �'A I L S T'HI+ SLAB� . equal to width of deck aint with corresponding
<br />.' I + ,�►► j
<br />11 �."' Ine rea se In length o f s lee .re .
<br />8. Railing, on I:xicige �aingwallS to bar placed niter
<br />L T wall,s4are backfilled.
<br />,' • 0' I�MIC► OFI�.i' ED 9. $tucl bolt nuts shall t o torqued to 113 ft lbs.
<br />CORRECTIONS g� 10. Anchor bolt nuts, shall be wrench tight.
<br />a ' MAR 13 1979 _ It. Galvanize rail assembly after fabrication.
<br />0 NO CHANGES 12. oostgned by AASHTQ dated 1973 and Interim 3pecifi.
<br />•.ations dazed 19.14, 1975 and 1916.
<br />av�• ' DATE /1J' 13. vesiyn height: of rail is basead 'on a future overlay
<br />� Of 3 inches maximum.
<br />' lf"CIIE..iw rumu...ri.iw.yme, i',rcwk
<br />'� r$ � � rVIYIwLWia." �-_�-,,�.w�twu.y 3�'�Ifl�� _
<br />State of
<br />C Re - M
<br />- D!V SIOh� Of 31R110rU�tE
<br />:-rA�DESIGN SECTION
<br />u�s►oN t�
<br />A 44 Check,
<br />•+ 03 _aSra�r.S ? r3'hn&f7`r'? : .W , ( ► ` _ CALIFORIN I
<br />- .
<br />W
<br />r� y
<br />_
<br />aa.
<br />�` ,4.6..
<br />ORO
<br />Y• ^ 1
<br />CHECKED BY DATE u SHEET TOTAL.
<br />. PROJECT ENGINEER DATE EMITTED: BY DATE APPROVAL RECOMMENDED BY DATE PROJECT ECT JACK TONE ROAD No. SHEETS
<br />Olt
<br />. .
<br />�.OUIVTY 0FAIV JOAU I I�i ',�I'. BRIDGE No. 1263 a 1265 I r 17
<br />s STATE NO. 29C-� 4, 29C-193
<br />FILE NAME i DRAWER I SHEET NO,
<br />c✓ fJ �./ %3 ' --
<br />
|