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J ,
<br />33, „ 1 Trcx f ►c► S;de
<br />x 2 ?'t �, ' i�/� 1 f�. `�fl %� t fill T 5 �-t x `-1• K . � — — OISI. COUNTY ROUTS Mil Y�tEi—TOTAL /R01ECT �49
<br />Slotted Hole --- Edge of �latfed hole 4. f c�+�.l�u,p i �,, n _ _ _a� _ J - - t —_
<br />-- --_, _ - - 4
<br />5:eev� hole near ( ` - _ _ -- -- -
<br />Ti mbar
<br />ELEVATION andc�r S;d�,. -_-_- �_-_- ��� TVP� a� pt�g� dCt�1'miYl`,d • %4�Mitn.
<br />hole near S;dCo.. �tSC*.vvilc*,•t'`<':. F7�o o .9 o ' o ': � �►
<br />t �8' HS Batt with 1 - _ L�----
<br />S L E E V E �,�SECTION S S _ 7167 � }-io1CS - �. E�d S
<br />Hex head, Cut and - �oGidway fare �� _,•,, T „
<br />'ock washer,. - oG tul;e -GO*
<br />1 -' E.L.�t�/AT
<br />! ! e ve Formed o 3% :� '�.
<br />, HOP FABRICATION- WELCHED TUBE SPLICE f � � M F_ L
<br />1 � For sltding Fit' inside o� S IC
<br />See n � � i C
<br />rail fube , bend thusly --, -- -- -- - I
<br />R
<br />nut' nut (Tack weld to sleeve) 1 ' �. t Mc,4W *,Jecam Rai► 1
<br />8/ 1'I,f U" IL � ,
<br />8 8 Min. St�e.ve 2 Z �. t+ Typiccxl '
<br />a rry be rCAlGced -� 6 = .�
<br />P End 1pn5t I
<br />o with drilled cAnd Ctnge end orr ,
<br />r
<br />u tapped hole in �2„ or mc►tch dec4ts jo►nt tubeb with 0/�' ��--ff-' -- 6''C?;� NSir�•
<br />Sleeve. --� ' ` ___ �� V G ! 8'•O Mcxx. C�oS�' Spcxeic���
<br />w 5 e e Note 'T --+-
<br />PLAN , PLAN
<br />W PLAN ,
<br />A MCtott �J�C.�m tail � I�_�» �, `•_Qt, �.:_-� �'• ()" e��d SCci-thn �
<br />II II mrm bey cat fr roan
<br />DETAIL A TUBE SPLICE - DETAIL I�CII a,ternat,�t, tCrmir"itx� ;�, in On ��ne� s+� gyred as
<br />3o is se.0 Ion oo Fobt .1oOec�. .
<br />u
<br />ghgwn pcar•rY�itl�e,d only ut c3eg'k ,9xPcxnsic.�r'1
<br />4►tnt3.
<br />° H N - .Q 14 t.en }h 'for Va+ menu Len 9 � h for Coca rn�r14 (Ty1pe 1 %5) �
<br />`� 4= @ �, . Testa 4 5 t 2/4 x �2' Pcxy, t rY1► 4 s - M Pat; R--•.---� y,�,,� _ — `- —_ _-------- - -- - _ - - - -
<br />tn a' H. S . R`oc.�5 t h c-eaded•� (Ty e 1 15 - __ - ,.._ -,.. - �,. Ty P.
<br />H a der toog�'.,-- 3" o" %� ofh nd r #al 2 Stvd :dot tS -'�;` ,M `' p
<br />w ,� -•-- : N b e s, o t. x_ t j� ,. - 16 See N o t e �• & 5
<br />+ w See Note "b . . 3'4 * 4 4 Ad jtas4 het9ht to nrovtde, 5 1
<br />�� - 5h' a Smooth transition from end
<br />Desk` etnf. 2 '''�' Wa► �r fir-- ost` to typical M.�i.G.R. hci ht.� �efail A T\jpicc\,
<br />N a YP 9 J f3C
<br />H E+ta t
<br />Q a . �-'- Ste t7 of a � t _ Z
<br />a W W. C--i "� X Nut 1 "-� r-1 1 (9
<br />Ul � A t✓octti .Coos ? ( ,� T s 4 x d X . 25 _
<br />-' �' Wagh�rs f - - -31
<br />a Lock Washer i - ----
<br />'' w Cud W cy+5her5 ''
<br />N.S �?ods t�fc�,t 2 � ' ,.,.. � � �.iC,_,a. YJaslc►� ( � ► � � �vecv - l.uc.� Washers t
<br />thr} dcd ,4 - ---a� 5IottCc� hc�ie '�T6 - 9» Mir►. Top cz�rl cSeC
<br />len9 Sce No c' t3. �► - - Mei'at Pox
<br />"' � � t' G Miry.
<br />3„ �v►1 ;O�.Y1Ctr(z%i-tc' n SECTION '� I g � Spacers
<br />Not e —�. .,�—_ 0 �� �► # w 1 -
<br />1 %q" Top Rods and t" 4► ant Jom
<br />Rids wh�� �,= �s.�� '•. 3%Zx3i8ko-a ,�, Q PLAN
<br />/g" o r-vO (i ELEVATION
<br />-� , „ol' nt�. + �a" I. II SECTION
<br />when, a - ►o . SECTION '
<br />DETAIL B Node:. RAIL ELEVATION'
<br />t, . M , ,. • METAL BEAM APPROACH w 3.5, wire, fo,r �,, ,.
<br />RAIL POST ON WALL 2 �. 42 /2 9 3'nin Slab dot',,!: i , „ r (ox4 x/a U',n x o a
<br />. , b ,, 9" t %tc." x I /I� 3%, x /13 shown.
<br />5 2 M ttCO �Ux Spc�c�r
<br />.i — — - siq� fed llo.cs._ B Stiff ever ec%c� F,Ind Pas —
<br />e u�, y. 5quc�rc Cu4' or g' cn
<br />_ 11�C? , t . i i _ 3 'de of web.
<br />.C u 1N CX 5 1 G t" 1
<br />+� N \� I c� T.S. x x .25 3 ,� • ,
<br />},
<br />+ to a _ Igo 1 _ -�31
<br />- i - -►� , the,tWeen rbolts �- jl .� 944 0 Z��• / �_
<br />5"Of CA Ott
<br />64 v v
<br />u � b a - �� - _ „ Q s _��,,,� 3/Z 38 x (ac 'T YVc��hers
<br />>y ur+co.+ t X 2 n 6 i weld nett t0
<br />a �` o ► / v pt en s) 4 tcs,1 (• tth h x. tS .• v ---3/4'' N S
<br />.� _ / `� �� cc- ) N t'ti ���'' � x, i'- to,. N.S.' rods t.ocl�S 1Nv►Shers ! 5'otted ho;c-5 In boll'S� with
<br />hex nuts.
<br />�4
<br />3 •� � �� �' I � � P - U M � _.., _., 3�.. � �#hrQaded h�fh. enc,�� t�#. 2 Cut Washer � %��,� ;�. �. C,,.R. �j�„ �p
<br />a x (with 3 hex nuts ipi* rock)• f��+,L d:a i• , j�►'-``-' `�'. 1�S t'�oltS wtith J�-
<br />-- 3.5 ►re 3" tch aro d o4f -' - -
<br />u I L If Z II
<br />I� �1 Nex nu►t5.
<br />, , r DETAIL X DETA
<br />to 40 NOTES:
<br />;,o► ii o E• , ' I _ - _ C �►1�n1t t)tc�,. lt�v 1. Posts shall t,e vertical. �.
<br />- , , _� �_ _ �. t „ 2. Tubing shall },e shop tent to fit horizontal curve
<br />� 4' - r - l2 cop(,- Cjya•) when curve radius is less than 950'
<br />�r, _� ,� +•"' 3. I'ubiny shall be parallel to vertical alignment.
<br />,441 4Wk J IWO 91O ��•+a
<br />u : � ,�.,� H — � � 1 � 2' .5. oc�3 (th ec� Cd - � � •� l ( 4. •I'ubiny shall le continuous over not less than 3
<br />' $'w � v sroi ofh C.t'� } t tUi 1t%1 �1 X. r S �M `" .�-�312x3/$�n'd~ f�, WCj►51'1�I'S O - - _=� panels except
<br />posts, with a minimum length of 3
<br />o C v w S O{ nY` N cam ,? .. I. .-. 5. Nonmoreethantone tubespliceper panel is
<br />O ro e r r � _� ``�1 x I- H r t h r ad d 13MS
<br />o M ert cat d� tm 3/�Slot for a S oc�s ( e e e.� loN permitted, except as noted.
<br />w � �-�
<br />S '( () A vCrtteal ad'vstn�ent h0!h P,ridS`) tOtat 2 (With �r hCX C1tSS �,-� tr►. q� 6• Space posts to provide 1'-h" min clear between
<br />�, cn t�n�t �a' �60... �--- PCr r"d • Ty¢�GO't ' H z Railnsointaointtoanand bottomtubesat deck expan-
<br />Ov �� rorJ+ 1 t „ j4� 2 j P
<br />.# n q I P S E A I S - 1 II L � ` J "' No. 21258 � sion joints shall provide allowance for movement
<br />a SECTION B-13 RAIL POST DETAILS -THICK SLAB SECTION C - C equal ase width of joint corresponding
<br />'r' '`) n e "`� ��9 Clvl\. >�`�' S. Railing on bridge win walls to be lace after
<br />4 ,42
<br />roves - TF �> y 5 y P 5�
<br />'1104 r � 9. Stud bolt nuts shall be torqued to 115 ft lbs.
<br />a► tr w ro H
<br />k 4F Cpll walls are back €i l led .
<br />d 941-4•° oZ
<br />- Expires or) 9/30/$9t°,, Anchor bolt nuts shall be wrench tiyht,.
<br />Galvanize rail assembly after fabrication.
<br />+ lA'++ UTIrt 41 - , yy Designed by AASH'r0 dated 197) and Interim Specif
<br />w o .+� q DR�W�Nsatins dated 1974 1975 a d 1976.-
<br />,� s RECORD•
<br />90IQ - - -
<br />8 �'� +'* +Corrections By --- w I De height of ral fs aced on a future o.erl y
<br />9 A
<br />r~ z _ - _ - . - - Chi s - .
<br />4 � � ro �alio ",�� f 3 inches maximum. '
<br />_ _ o - _ r
<br />a '� 4 u - IjtB nee 3,�� /8 7 1
<br />a ~' ro - %_ - _- . Y any i ers�n lining this Drawing should Ve" ify J,/! L - %C/8 /D 4C RAILIIA 6 � TYPE //
<br />r
<br />f b �1ll Infoonation Dy f sectin$ TheSite Oi' "IN r �. -
<br />a
<br />r+ q A u •d - - - -- -
<br />t
<br />SHEET To?Al.
<br />PROJECT ENGINEER DATE --G�iECKED BY _-DATE SUBMITTED BY ^DATE APPROVAL RECOMMENDED BY DATE PROJECT MAC ARTHUR DRIVE No. SHEETS
<br />_ _ _ — COUNTY OF SAN JOAQU i N
<br />61 DRAWING N 0 . Brir�ge No. 17ro4 7 8
<br />F/LE' /VA1-WF' NO.
<br />�^ {� P. � 4 nit � "'��-..c - � 4 •
<br />
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