Laserfiche WebLink
i(I <br />I <br />f <br />$loig Ved, Hale OF slovad hote <br />O.Nv <br />vArION <br />1 <br />NA hecAd, ICU+ OrKI *Poadwo I f are <br />lock washer-3. (OF liiiubp, <br />-4 <br />may bo replaced <br />with drill(a-d urxj <br />tapped hole in <br />Sleeve. <br />3 ee Note 1 <br />PLAN <br />D ETA- I L "A" T U 8 E� S P L I C E <br />mwb.�VW pj�wkr^ (;Nit <br />n <br />............ ....... <br />'m nlg ww—wx MOTO= Mal <br />WYM MaTmN ow Mau AN- <br />z ,der" Min.tomrrlt T-*<AV 70 1 4cz, (A (-,b T i5 C-1 ;it A <br />7- <br />t 1 qb� f i t. <br />NZ MTI <br />L <br />hole ne(�ir <br />T i <br />IA 10. <br />4 <br />hot e no-c.,Ar 5*ttSii. <br />SLEEVE <br />$E.,&� ON 3*3 '16 V--frel POOrw �7 <br />31,aeve 'Forrr,<tcl ol (12:* A� <br />for '31k3incJ fit in3ld(t 01 <br />SVIOP FA- 8RICA'rION- WELDED r(JOE VLICE <br />rail tube band thu5ly <br />J <br />Winut Vack weld to sleeve) <br />(3 1 <br />V05a ki-od 0 <br />Mtn. <br />PLAN <br />11, Oil <br />+ . <br />3 <br />DETAIL C <br />WWWOM# 1. J61 nJ3 in onill V4QA'(1�%J QA <br />t.aoqvl for, M n n <br />V14\1 L i s - air& <br />Si <br />Ad�u5f h3ilhili to provide ia I Nof 00 & <br />�,- <br />cns post <br />,i�ost to typical %.VVIV. K�Ilqh,t-N <br />ApA <br />A <br />%A <br />TO Osl •A <br />length <br />10 'Top Reels c.An(i 1 4 FW liaft-i <br />14 PLAN <br />� ��wNtn "A" z <br />N E <br />"N m • �,Ec-rION 0 oE Ait "a <br />FIN', <br />RAIL Pos-'r ON WAL , � � . <br /><q) f 0 <br />41 4 14 c �.s 0 o qrinli <br />-- , 0 Is ') — - — <br />yA,> <br />I R <br />rota <br />$ t <br />C4 <br />2- 46 Min. <br />uwr <br />C's <br />'! Ji <br />Cluv Wcmh�w-,3-- <br />A 'L <br />A <br />43 <br />�AE, <br />X "'M <br />4 4J <br />-- <br />I %4 <br />3 <br />4 14 <br />Ito <br />0 <br />ho ct S, <br />A <br />? <br />R <br />.4 <br />(3 (1 r voc <br />cli <br />t kv.4A hot 0., <br />C. 1A <br />min <br />fbox (i <br />SECTION <br />V-1 <br />J <br />A %N wir at 3* (Iroqnd <br />4-4 <br />f. W3 <br />C*1J <br />U 0 <br />0 <br />a <br />(4 <br />to U 41 <br />T� 41 <br />oil <br />3 4? <br />z 0 0 <br />ro 4 <br />4 > A <br />13 -310V for 0,ncis) <br />o '44 <br />OA J_ lcc-Al (-Ati <br />t4 <br />S TION A -A <br />I V A 0 <br />THIN SLAB #A- Q RAII.. POST DETAILS <br />2141K <br />SECT <br />R, <br />W. <br />4 14 <br />q -4 <br />,11 D <br />l* A qJ 4 <br />C -JJ z <br />A 14 -4 'A E-4114. <br />0 <br />> --DW DRA% T� Pnmc�r Euawim CA CHECKED <br />'144 <br />"14 <br />t <br />41 <br />FILE INDEX No. <br />wr <br />IDATE SUBMITTED <br />i -414c, <br />ALP - <br />I Eq f 10 N. ELEVATION <br />1-j <br />'' . ,i<� ,.. <br />METAL BEAM APPI30ACFI --J(-- 74 W i rel toe RAIL ELEVATION a � t <br />?v <br />0 'thin 51t.Ab t)of I <br />3 )/A mo-tal pin)( sockc. <br />A> <br />(3, <br />kA Q% C <br />. <br />r 5 ?4 4 4 <br />J <br />f W it s- <br />J <br />r <br />41� <br />L <br />40 u r <br />)it <br />of he X ot'its. <br />thr 44004 i.Wo J 11 <br />3 hex V'h <br />0 will, <br />44* 1 L Z <br />44 lmww <br />1. Posts shall to vertical. <br />y 2. tubing shall to shop Lent to fit horizontal Curve <br />tl,when curve radius is less than 150' . <br />;41�- 1-4 <br />4. 'rubing shall be continuous over not less than I <br />intermediate posts, d i t h 3 minimuin length of 3 <br />A panels except as noted. <br />5. Joi o-ore than one tuL4 splice Or panel is <br />( jB, <br />;erl,aittad, except as note,). <br />Aartiml 'ck(sivshm" both et143) t Q, I I it h 4 0.X 0 It, ki 6. Space posts t.? provide V-6" An Clear tetween <br />rots r-1 expansion joints and of post. <br />'7 Asil joints in top and tqb4s at duck 4pxpan- <br />3ion Joints shall Vrovidt allorwanee for mtover�ent <br />13-13 RAIL P. 'or DETAIL ICK 6 -<z r iil"% "ro--o aqual to widtii of deck joint Ath corre3piondin(j <br />DAYS A Oii4tii1fe ir mirn nA-ro <br />increase in length of sleeve. <br />B. Railing on bridge wingwalls to to placed after <br />walls are bxckfilled. <br />No. 21258 9. Stud toot nuts shall be tofqu-ed to 175 ft Ib3. <br />EXPI 9 30-89 10. Anchor bolt nuts shall L4 -drench tight. <br />11. Galvanizer rail assembly after, fabrication. Vx- <br />12. Cosigned by AASIiTO dated 1111 and Interim Spec i f i <br />cations dated 1)74, 1975 and 1916. <br />I) Cd$J,1n hei(Illt of rail Js ba-_Z4d ran e lay <br />a filtilre OV <br />ca <br />inch,3-3 maximu-1. <br />ng <br />SHEET TOTAL <br />_MMIA4 AUM= t5i11UUt-- NAILINU rto- SHEET` a <br />COU"TY OF SAN JOAQUIN SCALE: ONE A <br />N 115 PROJECT1 TRACY BLVD. BRIDGE NO. 1692 <br />TYPE <br />0 <br />7 <br />STATE BRIDGE NO. 29C-320 <br />0 01RfAW1 <br />C'N4 V <br />Ir <br />ar-1 y <br />Any fason using This cfniP4 Sftf1fd <br />Wr S V <br />A111 �'Iknaton V� geing,flie Site VVictk. <br />