|
y -- -
<br />r,
<br />,.
<br />_ �k c
<br />_
<br />C/O//7 %rac. Py
<br />No Chany e5
<br />eev. - Mole s , fnd Poi,
<br />and rod d//r�ent�Jvns.
<br />A re 5-14-59
<br />I?ay. ' s dde d ,v/ode
<br />Sec t/on ,-A-A. NOfiP
<br />f vs o
<br />ic
<br />JV `
<br />Y'
<br />4
<br />Now
<br />L imit of payment s L imit of payment •,
<br />/` 9 4 Jt 6 J 3 /t Post s acin � 2
<br />f f p 9�
<br />A pprox. ,�-�•
<br />Post bolt hole T
<br />No fe s: F
<br />At rail splice nearest expjoint in bridrle deck, slot holes in movable
<br />• ' t t T -
<br />s
<br />.i . • x /4 splice bolts section of rail to allow same amount of movement as is provided in bridge
<br />6 per joint. 2" 4, " 44 " 2" deck. Place �� asbestos sheet pocking between rail elements. Adjust bolts
<br />s .• 4 . —.-►s---6
<br />to provide sliding fit and set threads.
<br />' L up `in -direction
<br />- �IF Post bolt slot ,
<br />PL A lt✓ of traffic r Use 3' 6 "posts whenever possible. A // anchor rods to have hex. nuts.
<br />Terminal section lapped „ f // on traffic face s _ __� _ � _ � � __ _ _- _- ` . :. Provide lock washers for top anchor rods. 01e/d 2e x4 x4 plates on N� posts
<br />OF
<br />when using /4 anchor rods. Contractor to provide meta/ shims to a/!gn
<br />- — _ - — --- --- == -=---- - _ �► posts. Space posts to dear expansion joints by /`-O"min. to post. Posts
<br />- „ - - - - — --- - - - — - p
<br />and anchors to be galvanized after fabrication. Railings on retaining
<br />- -- I I I� O i rI wrap = _-� ----- — -__ _ 3'' 2,
<br />t I i I -- _ r_ —�_ _— _ _ - — - - = 4 X Z walls to be placed after walls are bockfr/led. Rend rods if necessary to
<br />--- I t
<br />—= slot • µ= i maintain minimum clearance on supere/evated slabs.
<br />sx See Special Provision for rail element.
<br />6 Hr /S 5 �►--- _- - - — - -- - -
<br />� — � + slotted ,holes -
<br />if • I asbestos sheet packingI U
<br />AL T'RNATI�/,E'T END DETA/L at expansion joints only.
<br />I II I I — F_' C
<br />F A
<br />�! CROSS SECTION EL E VA TION _ ; , �; , , �
<br />- DAI E -
<br />_.
<br />� NOTE" Place end post on shoo/der _ • __ _ - • , ,
<br />I RA /L SPL ICE
<br />if structure does not accommodate ` .A, _._ .£ 3,, , r-�.Nf....,. - •
<br />-12 6 unit length. Scale.3 =/ D -
<br />/2 Round hale. _
<br />Set post 'in
<br />position and I �i i
<br />• I ( I fit # t! Ft
<br />A 6 -3 -�'-3 Allow 32 Face to face of rail. • u . -` ' w .�
<br />fill with P. C.G'
<br />.t �t I .� -- s s i fleet
<br />x8 r 1 r ; j for Roil
<br />I- - - I �,, .� .-.4S D, f. Blo _1'ufside edge=
<br />1 4 , ,+ ;
<br />d- a �... _. , ...._. _...�..� shoulder.
<br />�-__ __ — -- - bolt (/ only). �''� ���
<br />EL E I iA T/ol it ). bolt
<br />colt
<br />END POST ON sHovL DER _ h
<br />o ', �S Posts I
<br />---� 6`/3 5 o .; , .• Q ; . , - at 6 -3 Ctrs. .,_� �►
<br />`� ` � mow• , - - .�_....__..� - . x , .
<br />Hof Ies for 3 Provide lock washer-"='
<br />.�-ertica ad justn�ent.�
<br />�/ of
<br />4 µ // x!-O
<br />f 3 min. ,, ,* 2- V
<br />3 min. tV �„ 4 �'` l4 x l -6 , (Tot. 2) o o Bolts V' ` - ----
<br />`` R Washer 5 max. 2 ; `' `�' 32 = 2- / x0 /O h ' -4
<br />Between Spacers
<br />o \\\\\\\, r - Bolts
<br />X4 0'-c— ---- _
<br />L 9 washer E Prowlde Cut washers
<br />XW1X0t6!121P
<br />2/ x x D 4 pa Shim posts rrs requtred
<br />``� + •2J,x4 xb�52 e � Washer
<br />out washers Jt f Jt`
<br />0 0
<br />,,� - X / 0 ro ds, f
<br />� ! 1 SECTION A A E 3 +.
<br />sEc r o
<br />II - K - (Tot. 2) sk CTION 8- RAIL /l�lS•DtrA IL
<br />r u i min. � / CA//IScale: I Scale.- I
<br />viI -
<br />z
<br />-- SECT/ON RAIL POST ON - cum?EID SEC noNS , : POST f OR 'THIN SLA8S
<br />?4 -`TVf'•iSb. -S' T yr'.':S as . R; � f01
<br />t 1I •:,, . -� '. . Y: ,
<br />I Dimensionwill dependon cross slope of deck, AIL POST ON WALLheight th andcoss s/oe of curb if possible '
<br />� • - - . t • •
<br />w1d
<br />:{ �j-- _ E,_ _ . • r � -"
<br />_
<br />Qt J/ JJ /J # BRIDGE DEPARTMENT STATE OF CALIFORNIA
<br />. t , use post with dimension A of 5 or /O.// Otherwise, E S i G N SECTION 6 /59 4A ,1.10 - I (C)
<br />. . . DEPARTMENT OF PUBLIC WORKS
<br />K = a special post, with a special dimension "A " will - DIVISION OF HIGHWAYS
<br />_ be required. Use /-2"long rods in 1=2"` wide curbs. °' °`s'�°'
<br />list �- � a Chief Designer _— ____ • -- - ---' -
<br />/f possible, use some post throughout the
<br />r
<br />DESIGN Ry be. .q - -^— • y `
<br />1� 1,Z 143
<br />n_ structure. _ • DETAILS is --- �� a {'drt
<br />_I W Y -ti tY ICROFILMED QUANTITIES - t� A — ; - RAILING
<br />- o o �. t t — ,,,,1,ec, METAL BEAM BRIDGE RAILING
<br />' .1�. 11�t SPECIFICATIONS Rr ° _
<br />j n uM
<br />` Except , as shown X S -9►- 62 2
<br />' 2 i •, Aproal kca mmcnd. }t•v rt' .nn Ctrpr(pal SCALE C,RIDGE • ! FILE ! DRAWING /
<br />+ ,- - � ,.,+. ,• /'•,fir LM.n,r'(o.
<br />14i<< PREL. DRAWl�JI 1
<br />G No rP- I—T I I I
<br />r' PROJECT ENGINEER DAFE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDEDBY DATE 11 It _ SHEET TO
<br />x - -- -- - - -- SCALE: = 1 -
<br />- COUNTY OF SAN- JOAQUI N PROFILE SCALE: fIt_ _.._
<br />_ . L SC I HORIZONTAL AL r,o. sH
<br />f! aa' ;•--,7� f�/ !L-7a -off r - FIELD BOOK N0.
<br />VERTICAL I - uRAWING 'NO. I-�`I�`'� f r
<br />�/ P
<br />AT I S 13 l .1 1
<br />b. J//f 3w,n i '"fF -'k-_ ! ,a1 i y ti ^ '•S i =
<br />fip
<br />. •i
<br />
|