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<br />-—
<br />'4
<br />Y
<br />_ - €
<br />Y
<br />1i 8olf 1" {2 x 2 Tube )
<br />Z- 0" end s e c fio n , r - _ fig" 8o// 2" (4 x 4 Tube)
<br />m ay be c f Frorr1 g �2 >i`- t/Z I ! /4
<br />-
<br />c,ltz f
<br />Inal sec}ton or - -a.- "'�'` may, NU+
<br />f-c�b(.W
<br />PLAN ..,��____�.�.-�
<br />FF
<br />�. _.. 2 4 ; /p, 4) x t / Sf U61
<br />t T 5 �1� pn S} + ;�
<br />._---_'7P_
<br />'mil 3j �, tt �2' 5 G5C Cl S '. Co 1 l i M n 1L r �� !
<br />t , I
<br />nctxSIwS ; 2 /( Sfud---��\it 4J4QTn '�. M+ " j r �. Il,.ji I;il� I 1Jotts (4x Y �Ltb . r-�+tY lA� c _r.I t _ - ± _.1__ ` `OC71X. .�C`)+C�Ct°7��LL7 ,C712115 Sit {�,i3
<br />RCti l }-•� �- _ ..— t7 "� v +O O O �� -- -'—�► t 3 x x 3 ;''� in p�A�is Cf,c rc�ss �K ar���tsr� ©in
<br />Ad�,5
<br />MK /4- !4, 0 S/4 I I .... Le -rid h r�r foray � n PLAN p '�
<br />Y {
<br />� �a,shc.r , ,___. - _ •�- �...,.. Ecc Moo Es 4 o,,r,d .
<br />DETAIL C , �. � Lod pa ! Z x
<br />_.. }... i FU11 e%1s#rrs,4ior� -' t;! �C-�.+ f 11-O.. yp,cal �t
<br />ELEVATION
<br />F3 G
<br />jr „ ' -•1". +i ..�:_ ' -r _tom-_ y- "'-R� �ta ._.._. _L ---- - - �--, _ -�-�f.-- "
<br />PLAN v,
<br />METAL BOX _SPACER DETAILS
<br />;' x . /2" Colom (Typical) SECTION S �t ih � k
<br />sigh f fit 3+T-- ; -- - DETAIL R _ d�c 9 a }
<br />, • ` _ -
<br />1 _ t
<br />R _ 51 + 3„ !'7
<br />_v
<br />ECTION S-� _� ' -
<br />S`, _ N.S.�c to4cxt 2 -
<br />'� ,@'off. 5 thrad�.d dot#, �ncis tJ 1+f!i __. `' 1t?�ck lop-
<br />E.xp. Jt. =
<br />pea Sf: �• sec N o+e. �� � �
<br />Go
<br />SECTION C -C
<br />RAIL ELEVATION
<br />t..ock wcxshm.rs q
<br />t C.u� W cx 5li mrs = See o e+cam i i C. N F
<br />Thin 5�ab r,o} � � Me
<br />:� �, Roil
<br />5!ott�d ha3e -��g � �cst� Sleeve
<br />shown. -!.�. Reds �O+ak 2 ,.,, cc a
<br />tic vp �1c�te Stiff ���cr c �, ' t r u►t k 1.110�hock "' a►Sher5 _ --
<br />, ,--..- 31l6' x ! 1v�►►-�. slcS� of c,b, Cud wws �. 1�r�q#h ��� tea c `�t •,�. �.�,.-� Timber past shown. T�pe, of os
<br />;� s c��t�rmin�d e!��Wh�rc.#-•-- J
<br />C- _��, ___._y. _- �'- close ar,d �� c� E L E*VAT IO N
<br />SHOP FABRICATION t Ncl �e � >------� �� �++,ri „ V�� �r$' �;� wi4#�, hex
<br />4i/2.': �t►t,shr T u �s h �sG t n i „
<br />WELDED TUBE SPLICE b r��d , ,.at �r �.��-
<br />..,. 6 Bads %Nhen *As' = to* 2�t� PLAID
<br />`tic. �� wcCc1 -a ,..� o o - -� 1�cve �acc of ti-Abe
<br />i1C3, LC5nc3 �c�r toayT-nev'��
<br />SECTIONAl
<br />- _
<br />' Lock v4cwShcrs� ..--•. 2 fr' {� P �. 2 51o�4-cd hc�Se
<br />Cud Wcxshcr'�1�. 3y2x x0'-,8"( 'cock RAIL. Pt S Oiv ''V ALL �» ,..._ _ ...� _ a- _ - -� - --__ _ ..� o}C: 3/5" nuit 'Moy be. �3/" ,� � .r ' 2' or m t�+ctde ' Oint
<br />weld nu} tc0 tomAd use het ht to wide a ,. rcpl iccc-d with drilled - _---
<br />So 51-north trons:�ion frorn end =- �
<br />!t If �; �� post to typical M$GR he►gh}. U � C+nd tgppe,d hole in >:.d C of S'ottc,d
<br />�r " x I E, DETAIL. X �1 _- _ _ _._ ___ s;eeveq
<br />��-- _-- _ L E PLAN
<br />' S e t v►c- c Cud or g r i rid �-- --
<br />�' -'
<br />i!� 4- for bl id,tng
<br />fit inslde. of roli
<br />tube, bend +hus1 - '� _ ` r,ea,r►c4..
<br />ht�i� near
<br />V, and f car s''de .
<br />nut (Todd
<br />_ F=t SLEEVE
<br />1
<br />x x 5 SECTION ELEVATION - x x min.x 1'-0" n �!
<br />o S 4 ¢
<br />DETAIL A — TUBE SPLICE
<br />r Metal F3c�x
<br />METAL. -.BEAM` APPROACH ,
<br />*tkurilr �^t' r v5i•� e-?' As =1 zs €� _€ •A
<br />HIV$ r- �.... 2 �:_�.,,�. .r � :.�.� �_ ----- -" - -- • - a E
<br />Posts shall be vertical.
<br />2:-0" H.5. `rods (thr•t�c�dCd £` i � t�4.. �• Q � '� _ _ 2. • Tubing shall be Ahop bent to fit horizontal curve
<br />both ends) to'to,1 2 (w14h 3 hex
<br />when curve radius is less than 950*,
<br />t
<br />_ 3. Tubing shall be parallel to vertical. aixgnment.
<br />r1v� S �JC°.t' rod). 4. Tubing shall be continuous over not less then 3
<br />" 1M3.5 wire 3'' pitch ar�un$ bolts. +�� �,nd Past --- �I,.OGk i to posts, with a minimum length of 3
<br />cam€ _v j �"� cane 1 7-
<br />intermediate t as noted
<br />t V�ty+5 ars Q p C r
<br />�- 3Y2 x 34 X o'- 8' , N t
<br />o more than one tube ;epltett per panel o f
<br />' r} Y�IC7,5's� yR © O HS Permitted, except as noted.
<br />6• Space posts to provide 1'-V fain clear between R
<br />- - 1-- - bolt-5 1 M-h rxpansion joints and of post.
<br />hex r1ut3. 7. Rail joints in top sno bottom tubes at deck expia
<br />` ¢ r ' •- 2. I lion joints shall provide allciwance for movertwnt
<br />art" �, a ►4 equal to width of deck joint with corresponding
<br />,� Flo} �ror• cv K 1o H,5, rods (thre,xdCd r ��" ! increase in length of sleeve.
<br />Av!t dta.+ .�- ve.rticc�,1 both ends) fo}p,l 2 (w;th 4 hex 8. Railingon bridge winywall�s to be 2arec3 after`
<br />t1ti, per Y'4Cj!/� walls are backfilied. P
<br />adu54m.,Yl . S :r AS BUILT
<br />9. 3/4" stud bolt nuts ehall be torqued to 175 ft lbs,
<br />3/8" stud bolt nuts shall be wrench tight.
<br />SECTIONS BY Sih#tcd hales try t�t.t3.G.R, �.•Gw VJe�,sh��S 1a. r Anchor bolt nuts .shall be wrench tight.
<br />;4 O HJ �o1f with Hcx nut. 9
<br />NO 11. Galvanize r6il asoembly After fabrication.
<br />CHANGES _1e4 �,,�, 12. beeignied by AAS -.X) dated 1973 and interim Spec.ii.i--
<br />SECTION. A -A RAIL POST DETAILS catioas dated 197.
<br />' ��jE /%(?-%9' DETAIL
<br />1l�tt 1975 and 1976.
<br />13. Desigr� height of rail is based on a future overlay
<br />t't1-7.!!' .......__...._..<_- _ of 3 Inches Maximum
<br />5-�,- .. - - . � , _ ,�. � K- � _, ., .t .-_ ,.. .- _ ..� , , fl,n . 3.. -.� .'F' .�*�Krr.!".' v . � .'Sam , - ... , •$'. "� ',. � . :. r�Fr,.- _ .. .. ' u , r x., _ _ .. ,-$'•. >' � s'i�ti+ L ,. i^: af,'.a t`� ''i.: a .k:� �'Y to}. . ,.....'.r'!' t-� �T>° �Ik=`3u- =k < ='�+
<br />DESIG
<br />SEC
<br />ION
<br />DE_TA1L5 Ken Johnsen .t,,,, ��13µ.� �,,�, CALIFORNIA ___.__=-____ _ __f.__ _W_.___.__
<br />POST M-�-f.
<br />o � of �� ��RTA� E+�;�irtEER METAL TUBE BRIDGE RAILING TYPE 116
<br />QUANTMES
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<br />a -
<br />'# jar
<br />r # '•fir
<br />•'l:. , {' .q y-
<br />1
<br />3 Y i 5 d
<br />w.- s
<br /><� it
<br />a s
<br />a c. ' 7 $� _
<br />s
<br />£ aSd
<br />R' `,N � t
<br />2 `4
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<br />- "R. - i .�!'� - i
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<br />r F •,. .a , `e z• r= .. <. n <•. . s „_ .t .si `b-,. ". wry ».a•+:r.'cY+,•ro.-1Me-- r :n. 3-t[,:il+ - . r_- ._'. t . S sa Yr ♦ '8'�Yn �.„
<br />-<• '+ ,+!•-. s . ii >b s_+6+5= a1>+Y.. t- ve+,v. �>art+e ! -it YP. SY ,i? a Yt ., -.-r 1 c � .tee .p•4`�k. i"�•'- ",Gri:t.•_Je.
<br />sitrCI iulAL
<br />- :,. _. , ,., a ..-a> e < ._ - ,.. _ ss • s� .� . .. r �vs.<a-sv ae .' v_.. .. .•1F" :1."'x.3f i,a-. `.altFa X3"Y, ixr]#'-. .. .,b e>s- i , r
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<br />I�R�£YJN BY DATE pF�DJECT E NGftis Ft DATE ChFC ��c D t�►TC II SU�PfTT L D ' ; 06i EfR©VRI.C{�t1�!�r.NC�ED DATE 1LWLJ
<br />- _ : _ — - __ -_-- -- -- _ . =- _ - -- - _ --- - " - - - - - - =-t :No . �ole PROJECT
<br />ASHLEY LANE BRIDGE NO. SHEETS
<br />I COUNTY OF SAN JOAQU 1 N SALE
<br />; .117f X1.79 No. 1501 7 8
<br />ROAD FILE INDEX No. �
<br />STATE NO. 29C-301
<br />FILE NA
<br />*� M � DRAWER S p
<br />= AW � SHEET N �,�. j fir' ..__.•__._•__---------_ _ _--'--__-_ _•.__- .. � -_ __._•_•_. __,_._...__._ _-- •__.. ...—.. ... _. ..._.r. _ - '---- .air ' � .w. i ,. � � � � � � __.•._�...._-__. ....__......_.._.__. _.._._ ._._.__...,_�_ _ _—...,. _..._ ._y `_..._.-'---- "-'"-- '-- -- - ..._ _. _ ,.-... -
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