Loading...
HomeMy WebLinkAbout1544.8-,r 9 p" er- 5"to /ro" 0 177en. bolt x 3 rna/leohle iroo orstee/ hex nut A oa 1.2e 7A 1z. Tyrvrcae' slab r e er7forc ing /"_ /%Ori ,bend paro Ile/ to grrclers. - #5x G=01, @ exfro centered on d/aphrarn. ,G0y,00ra//ef fo glr—Cers- - _ '4 e /B"o. o . be /we en ,�>rders, ,see 9/6--a I la o% f yo 1 2-'#6 cone see 9/5 -a 3 yrrcref- J1A , A1RA GA4 56-C T/e ms'` 314 : P- O/, /o#ofartg"s. for (0" elect duets, see shfs-,2 bolts of , -- exfereor gr!'p'er-s o 4-e y 3. 1'% girder 5e beoring /Ood i� 8 7�" r7ew bridge _ b earrng ,Aa d �211_ /- 0,1 s. No th Note: .beta/%shown es for south hinge. North hrncye similar / 4"e/astom erec washer 2/' hole ll R u /r n 2 c%---r�ro x3/4 xo-/ ro lock welded C 1. o O.C. en each to bolt bay (42 total per hence) between gliders ` �q„O,on, for- /2" betyv ecn gri-aers. w�er see CIA Z_ e`er /N 6? 8 0 L T JE TA r/ 4 3/8I z /'- oer S"8 see !/s-8 2-#6 �•12"bend . 2-#Ca C012t/nu0US lhru/i � holes rn grrdee^s,�c0owe/s rntx�/ .be Atshort diaphrn9m.5 inserted thru holes crno' sv/iced ,cvr'; `!e bars running use /" bolts sim. between gri-c%rs j. ,L/aie need/ not be gi-outea;' OlAi0AIRA6M 14 4` VT/ /V — /VOl;' iA L 7-0 ,01A r�'f-�'RA GM /C9 Mblc: Ued�hra�r4rrr .shown is on Condr tear7 on west V6e is siraor%r: Xce shy, s- /2. i I j me. gY DATE REVISIONS w /"c170,77t"er- Pre dorm ed elasfam er�c Joint sea/ ex/oanse0 foene' ,8u/b height /" � 5 ot -ql ' le, crud bearf� ,oac1, ty/0, -3-#5x 5'4" �" e xocrncled /O'X /9 `lq'�X 2 " etas fomerec Outliin e o {Sfcr,t % near se"cue polystyrene bearing Icae,, see 2/S-8 ,9rr-a'er beyond l 1" expernc%a' pofystyren e --- ---' I + I r + +i S-6 rJ+ + + j+ + I I `�--- C� /2" ©. c , near^ s,de I I � I ! i --- �•¢"ex,o�nsior� Join f - I � i I 3" 119 113" I I J�3%" 3! 2 L eve/ ?5/g'x /4" I j seep �`/S-8 PARTIAL ELEVATION- A11AIGS ."EA 7_ s/8 /'-o" S- 8 4-#4 r."i1/2" �3. 5x5'41' polystyrene MO/6" See 8/5-8 for reinf' r70t sho rvn Note: Toter/ two keys Per her7ge ecf e sntlafe- e cocete betwehire abur`rnen/ be wen / r7ye � ce,butmenf 4" 2e/.S poured � has o1,AoMeo' a ,strength of e700 psr — f roier hengea o fie, 2'- or, Slab reir7f, see 7u 1 , vole Sea/,see 7IS-8 Watersto,, see 7/6-8 quali` ie°7� ba /ts, s ee �-#4e /8"o.c.� slab rernf' edge o/ c, /O- 7 between girders - -- # 4 (8 - to to , - � 5-� 5� between yirclers u - Grout level grout . !,� - --`' - _ - 5-' 4 between girders n d, area oeach ha/f'o/'the 4min.: hickness "`/eight of'ribs fo be 31,,9x mrr7. 4 (a- tote/) u _ 24 � sleeve /or woler rnoih, see !o/s-a ,� shf s-12 Sea/ between 5-04- fi/Ier• �' waterstop � girders /''min. or' st tens � /O-47 betweeo gi"-ders] -- --- -- -- ---- - - � 2-#8 con1, thru ho/es en Iaofes will ,6e /oerrr�r'tea' ,r: e`he outer �2" ot� the 2 - Ata11y) %-gerders, sim. 9/S-8 - 3 bor- web /0/- wire, rinks, etc.. Tie web to 03 ree�7tor c er7q - - - - - - - - -- - - - - ,bars @ r2" rr: crx. rnfervc-r/s i© su o aor f the :iv01CI-stop in "fs pro/oer,�osirror during concrete /o/acerrienf - Aller.nolive detar% rnoy •6e su,6m1'11ed for o/oorovcl of the � 9 extra to rep/ace 6 2-,18 canl. thru holes in cyirder-s1 w or07 verl reenf, interru/ol sim 0 IC-8 ap o/'concreie Wolersfo/o to have 5 or more penis of raised r,'bs e`o ,orovic% 0./ so in min rib cross secfr'or� extend to edge 0,70 deck /"min. poiyst�rrene Elevollon, .see G/5-7 5-#4 between - girders , 4 7-45R.5 rO r0 /046 7-4 / .. 7 ed; #r extra to e olc ce N(Je�'JVt L. % ? f-///V C� E A10 scale #Q or 05' inferruoted, s-8 /7/ /V C-7 ESE C TI 0AI 2- `5 tdp yg bottoms 314// _ /1-0" between grr4'ers ext/-a. EL. E VA TIC Al ,DETAIL Oic 24 ",D/A. sL .E E VE TI-/RU PIER, AIIAIG E A A/0 A 6 U TIMEI/ T /2rr: /'-O// A P P R 0 V A L 00 4 t� L. ;f= SAL C!V\�•�',��� S_8 CITY OF' RENTON ENGINEERING DEPARTMENT LOGAN AVENUE BRIDGE rLy L- 'S A.A.M�- K.L.W, 3/3I 44 , t� ". ��rt Q1S V It V E Y Go N, PLAN1#4IN DESIGNED---- �f �----- MAR ..f 19ry 7 L t ILE NO.--- K L.W 3%31 MRCaREW �..; i3 $OUTH CAADY WAY f DRAWN--� AS SHOWN FIELD soots 3/31 RCHECKED_.. _ Ir �i i, V'�ia�i#-!4N i' St APPROVED_ � f rw� sH=T.-0 20 e