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�i A <br />Z <br />0 <br />54 <br />V " <br />4 <br />0 <br />ric N <br />LA <br />,.4 N <br />14 <br />tA <br />�4 <br />> I - <br />. . . . . . . . . . . <br />so f is <br />x 4Y?.3 4+ 211 4%1 8 Min. TraJ 1�m s;dkot T 5 4 <br />S 0a-\6'.k_%P 14, 3/liii Y. Min. <br />51ofted Hole Edc3e OP slotted hole A_ -A <br />r <br />X <br />0 4" <br />SI 4. 4 <br />tv P. 4 hole neW j Ts m'r C • os ,caw c� <br />bide.. <br />M7 05 loosfI 6t�erm'rvtd <br />-E-L--EVATION S - <br />.. -1 7.. _­­ ­­� ..... "XIC; hole near 51d('0. %9 0 0; <br />4 H.S. Bolt wlih S <br />SLEEVE I/V <br />Hey, head, cut and lRoadwal f ace _5ECTION 3-S End V`10 S f Nil <br />loc.k washers- OF Vube F� 1— r_- VAIX 10 N3 <br />511eeve forrrx--d c3i <br />1ACR <br />1r)51d(-_ of SHOP FABRICATION -WELDED TUBE SFfLICE <br />15e"I 0"T N M ETAtL Q) 0 X i A Q.'F, Q b <br />I f ube band thusly <br />L ral <br />F <br />5/8" Vnuf (Tack weld to -Jeevej� A <br />8 Min, %I <Ail <br />4� <br />0 <br />S L <br />Y <br />ma� be replaced 8 01Z <br />with chilled rind l I Vo$4 n$ € tapped hole In or match deck joint G` 0" NA i n. <br />Sleeve. VG <br />See N o+ e -7 <br />+ + <br />.PLAN PLAN PLAN <br />I I., �_ - �11. I <br />MZ+0%I ?Je-am R<.-Xil 2 0* end see+ion <br />.DETAIL A TUBE SPLICE MC�lj bO. 11W.Al f COM <br />f -14i've. toxminell OFTAIL altoxn( <br />............. sec,� io n or '�c%briectied. ,mints in Ono- paiion�_01 5+oS�3.ar%*_d Cs, 5 <br />shown pi�%_rrvlif �e_cs on1\1 cxi decIA <br />/A enfaivi for Vc%sjm<nV L e n h for Po..4men� (Ti9pe. <br />3/4' 4 Z Pay Limi+3-MBGR <br />G. roiiIot 5 A <br />0 ZU bo+h eniii to ;5+U6 lbolfs P 4 �1 5) 1� 04 T,1 P. <br />111 '06, ) '13 e e. 0�0p. 5 <br />15/1 Ad us height to provide <br />Ste N 4 A- 4 <br />% ilt wwher a smo from end <br />I nf. iiiiiii End Po6i- <br />Re' o+h transition <br />k post tot typic(xl M.54.q. heliqht.). 0 "A' <br />4-4 <br />Z_ "0 Min. <br />11101101 Fir%, <br />J Vi Nut 00.fC6I V - 9 4 LL- <br />C4 - ttl L9 <br />L 0'r- L's rt Posh 4 x4 .25 f <br />/ d C,41 R 31- 11 <br />L oe. k <br />CA 5 he V. ,3 <br />C #.At <br />'A fR <br />x <br />hrec�xst(s ok Washers <br />-/4 <br />F <br />�--��Cl� <br />51otted hol ct 9 me+OA box. 91, "1 0� deck (W Mi <br />Notes FY Fua�, <br />lt penmir+%On SECTION n. <br />Mir). J0 <br />0-0 bLA+i- weld, - <br />'Otyl <br />(tI 'rop d's 0,Ind I A/ <br />h A 4' Xx 0 �1114 PLAN <br />11 11 . <br />40 <br />i+ Dick. 8 —0 <br />14 4A` 1,014 ELEVATION <br />0 tqh SECTION <br />SECTION <br />DETAIL B <br />RAIL ELEVATION <br />METAL BEAM APPROAC`H1 #5 wirs foe <br />IL POST 0 WALL A <br />Ir I I <br />Thial, not �0 <br />4)0 Is 4 <br />IX -/13 <br />tiowl, Me,+ool ewx $Pacfr% <br />B 5 t i f f (t (ZA 6-) It Fnd Post (IN I <br />at 1$4 Squoxe cut o I r"i nl `�A C o r St-imi. ' <br />0 14 T-8 A go of Web. <br />,-4 <br />f* 01 <br />C <br />fa _,-Lock <br />P. rs <br />4 <br />vim <br />44 U <br />�4 <br />,.a. <br />V :111111!mm� <br />(f 9 N <br />C U+ <br />t44 -4 )1 %4 10 <br />N <br />IMIA n%At tO <br />0 1: ��.nds' n %At's <br />3 <br />V4 <br />�4 N <br />// T1,•bolf's with <br />0 <br />2- C. W ck 5 h r� hey. nuta. <br />A <br />{vr hex nits old). + <br />P4 3' 111 bolis. LV H5 lboN wifh <br />tl=r If 11 <br />r-4 4N Hex Viiiii. <br />DE"IAIL X Z <br />to 44 DETAIL <br />00 oil <br />ro 0 if� 6 <br />f_ Q <br />N011s: <br />"A A <br />V 4J,,C A Afu <br />1, Posts shall be vertical. <br />2. rubing shall be shop Lent to fit horizontal curve <br />40 a I <br />4.1 cope, <br />4 N <br />when curve ri us is less than 9501. <br />e4 PJ0 <br />ro �4 ;4 10 C 3. Tubing shall parallel to vertical alignment <br />4. Tubing shall be continuous over not less than 3 <br />V 44 S: 10 k <br />10 0 gic 10 5 lot for intermedia.Ee post s, with 3 minimum length of <br />>1 J <br />• <br />x Qk 5 h <br />la 06.) pan*ls'except as noted. <br />verticcii aiifAit M n 0 S. No more than one tube splice per panel is <br />H 6. rods (Sed <br />per mitted, except as noted. <br />6B <br />(5 0 441 fur <br />SECTI lu"N A - 0,% 1i g- fi e. <:% I qvsiusf rnqrif b0YIII endlo)- tOtCkl *1 (Wlth'.4 ht'K OU+5 6. Space posts to provide 1'--6" min clear between <br />i - T� P; <br />r <br />S2 fo <br />3/V expansion joints and %of post. <br />•I V 14 <br />7. Rail joints in top and bottom tubas at deck expan <br />44AIL PO"T DETAI L%Izt -THIN SLAB- <br />OA <br />sion joints shall provide attlawance far moven4nt <br />EC,rION Ni PAILr•POS"T DEIA I L S- THICK SLAB equal to width of deck joint with corresponding <br />44 Lo in io IS <br />0 4`0 fV 10 SECTION C-C increase in length of sleeve. <br />40. <br />Railing on bridge win-4walls to.be placed V -4 F4 1 0 walls are backfilled. after <br />-A -4 R r. $4 <br />to Q;Q so 0 ECORD ORAWING <br />41 U 4 1,4 -,4 0 CIV0. <br />0 to ?A 4J Cou-rext[olls 9, Stud bolt nuts shall be torqued to 175 ft lbs. <br />0 a 0 10. Anchor bolt nuts shall be wrench 2tight. QM44 0 4,1 4.) _/7 <br />0 r4 11. Galvanize rail assembly after fabrication. <br />44 .4 #4 40 12. Designed by AASHTO dated 1973 and Interim Specifi- <br />o1i V 4 &.0i res c1l 9/ <br />4J I `_ cations dated 1974, 1975 and 1976. <br />4 i,4 Drawing <br />A ly Pef son using This <br />U <br />Q�A -ire Design height of rail is bas4d on a future overlay -604 $4 r4 All Informaton By in,�zpecti Igo Id V,�(Jfy <br />ng f he Site Of Work. <br />Q�A 1 0 0 41 ..... of 3 inches maximum. <br />(911 V C 41 M tp <br />(V (6 (0 4J <br />r4 to <br />A — <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVALRECMMENOE08Y DATE <br />_ZU PROI ECT SHEET TOTAL <br />NO. $H(ETS <br />COUN"ry Or SAN JOAQU I N. -METAL TUBE BRIDGE RAILING WILLIAMSON ROAD <br />V <br />BRIDGE NQ 1941 7 8 <br />F_ <br />7, <br />TATE BRIDGE NO."29C-284 <br />