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0 <br />* L' Q too° F. <br />OF FLOOR <br />DIAPHRAGM DETAIL <br />. <br />P r <br />-r <br />EXTENp WEB BY <br />PG ATE ZB TO W/EB OF / <br />22 <br />IS <br />J. <br />AS MF'GD. BY THE <br />SERVICISED PRODUCTS <br />v <br />CORP. OF CHICAGO,ILL. <br />..•° If :- <br />29 <br />-...-4'S <br />EQUAL. ,r sF,oL <br />• <br />k <br />CON.S'T.✓O/n/T� STIFF. PLATE <br />P!x//P CONCRETE <br />ABOVE T. J/S ✓O/NT <br />-E <br />AFTE.P -,-/-------SECTION <br />1 <br />CON'C/PETE /1 /A/ PLACE. <br />ll '2D <br />GEA✓E ✓O/iVT i?04/6111 AT EAST <br />ABUT <br />OF FLOOR <br />C.UA.V1VEG TO BE <br />.4419.?/70 n/TAL . <br />r --TOP OF CURB <br />FIELD V.IELO. <br />A. 26 TOP OF FLOOR, <br />D..' L -, <br />r V T <br />DIAPHRAGM DETAIL <br />. <br />P r <br />-r <br />EXTENp WEB BY <br />PG ATE ZB TO W/EB OF / <br />22 <br />77 <br />VERTI- <br />SEAL FI <br />AS MF'GD. BY THE <br />SERVICISED PRODUCTS <br />v <br />CORP. OF CHICAGO,ILL. <br />29 <br />-...-4'S <br />EQUAL. ,r sF,oL <br />• <br />k <br />t4 <br />ll '2D <br />`15, <br />r { -+I <br />FIELD TACK <br />WELD R. *as <br />TO f-�.r+08 <br />C.UA.V1VEG TO BE <br />.4419.?/70 n/TAL . <br />r --TOP OF CURB <br />FIELD V.IELO. <br />A. 26 TOP OF FLOOR, <br />D..' L -, <br />r V T <br />EI <br />TOP OF <br />CURS. <br />SECTION E2 <br />p/AAN,pAG M <br />I <br />I I <br />I I <br />I l <br />/ <br />STIFF. PLATE) <br />TYPICAL <br />DIAPHRAGM DETAIL <br />TOTIy <br />�1E[r� <br />SECTION THRU JOINT AT <br />CURB <br />EXTENp WEB BY <br />PG ATE ZB TO W/EB OF / <br />EI <br />TOP OF <br />CURS. <br />SECTION E2 <br />p/AAN,pAG M <br />I <br />I I <br />I I <br />I l <br />/ <br />STIFF. PLATE) <br />TYPICAL <br />DIAPHRAGM DETAIL <br />TOTIy <br />�1E[r� <br />44- SEAL CURD <br />i� 43 <br />JOINT WITM BLACK O IE <br />COLAPPLIED JOINT <br />I <br />CURB FF <br />SEALER "VERTISEAL" <br />VERTI- <br />SEAL FI <br />AS MF'GD. BY THE <br />SERVICISED PRODUCTS <br />1 <br />CORP. OF CHICAGO,ILL. <br />OR AN APPROVED <br />EQUAL. ,r sF,oL <br />k <br />4 FILLER-� -„�•- \-FRONT FACE <br />OF PARAPET <br />VIEW FI <br />BACK FACE OF <br />ABUTMENT. <br />4 FILLER �-y i <br />WATERSTO P- <br />LIMITS OF CONCRETE <br />FILLER DETAIL AT <br />WEST ABUTMENT <br />PAVING NOTCH <br />=u_° _'L L° <br />-O 7 <br />P °q-ir-i r o °� ° n n°--- n •r -11 -n -r n °n <br />7.5 <br />t.R. R. <br />DIVItgN <br />#ac <br />tNfR <br />PROJECT NUMt ER <br />TOTIy <br />�1E[r� <br />- <br />i� 43 <br />/Z9 <br />LEGEND <br />I. S.T. Co W: 39-5s • RDWY. W 10TH. <br />2. L a"x 4" • 114 • RDWY. W I OTH. <br />M -N 3 - BAR L'•�/4 • RDWY. WIDTH. WELO TO /-*P- WITH P LINES <br />OF i FILLET WELO. 2 Ca G. <br />"4. BAR 2.f • 0j'• RDWY. WIDTH. WELD TO L'EZ WITH 2 LINES <br />OF # FILLET WELD. 2 0 G. <br />$, F'.4BiP1CATE FRG++7 l 'vVE'GOEO sYEL 0 TO -SrEr1 j FL 6. OF,S7: j <br />WITH 4 FILLET WELD NEAR SIDE AND FAR SIDE. <br />fo. l MIN. LAMINATED 5 1SLOTTED SHIM• <br />s• 7. DRILL HOLES IN STRINGER FLANGE IN FIELD FOR 4 - <br />ERECTION BOLTS <br />B- O BOLT WITH SQ. NUT 0 21-0" CTRS- TACK WELD <br />NUT TO LA2• GREASE FOR EASY REMOVAL. IN`- 13/y SLOTTED MOLE <br />IN b.T.01 . LONG DIMENSION OF SLOTTED µOLE TO SE PARALLEL TO Q RDWY. <br />S. APPLY 4Zt COAT OF BITUMASTIC TO THIS SURF E. <br />AFTER CONCRETE HAS SET FILL HOLES WITH NOT POURED ELASTIC <br />TYPE JOINT SEALER. <br />l0. I"ra O VENT HOLES Q2: -O' CTRS. <br />It. ` ° BENT BAR Q O'-9• ALTERNATE CTRS. AETWEEN <br />GR <br />STRINES• WE D TO S•T. = 1 - IL3" LONG <br />IZ. tib' ° BENT EARL' I -O crrzS.2-0�[G-WELD TO LCE Z. <br />13. L 3'• 2 �xy•O'•5"QI APPROX.B'-O" CTRS. WELD TO GKZ. <br />14. rZ050LT.9'LG-{NU7_. TACK WELD NUT TO LSIS. <br />� 15. it,"♦ BENT BAR- WELD TO 15"C 33.9•_5 PER C. <br />* fru. R.. 4".3/g- WELD TO 15" C 3 3. 9 'b - PLATE TO 15S <br />PARALLEL TO ROADWAY CROWN. <br />1-7. SAME AS BOLT'AS. EXCEPT FOR LENGTH. <br />,F«It. IE. 12 J'. -SEND DOWN FACE OF CURB AS SHOWN. <br />FIELD WELD TO S.T. • 1. <br />aaE 19. P.Be� 9e 5ENO DOWN FACE OF CURB AS SHOWN. <br />+�20-•3 - -BEND DOWN FACE OF CURB AS SHOWN. <br />wELD TO R"19. FIELD WELD TO BARx4. <br />z)--sg BEN%BAR/46LG. WFZOlbi¢7.//9I 1Qf�1.%d/ �5 WIrNlf-A&LEi WELOS. <br />*2/g^ * 0.3".PROVIDE a"+ HOLE IN 3"LE6 FOR BOLT -WELD To eig. <br />23.z"OB0L7_I-_7•LG.{NUT TACK WELD NUT TJ LR22. <br />Z4.Vo b' Fi,-. CUT To CU:78 LIMIT< 0,5 SHOWN <br />25. 3/g" FL6. CIT TO CURB LIMITS 015 SHOW'S -FIELD WELD TO <br />oro- BAR 21" - 3/8' x 1-, O, --I WELO TO .Sls /&f -/q- <br />27- BLOCr4 BOLT FOR SHIPMENT WITH PIPE SLEEVE tj + BOLT. <br />28. 1 -AF. -CUT TO CC/A & L/M/TS AS Si'OWN. <br />Y.# ALC /TENS MArP,( EL7 /'✓/TN A-STEP/.SK .Sf:.4GG G3E <br />MAGE OF COR- TE ti' MAYAR/ R 0.4 OT/JE.Q .STEED OF EQU,4L <br />COMPOS/✓E /?ES/ST/JNCE. ALG /TENS /N EXG JO/NT _5'•/,444 e4E <br />P,4/p FOR AS ST RUCTU.PAL LGN/ .4L G Ol/' STEEL. ' <br />aFTER CONCRETE HAS 5ET REMOVE BOLT5't B Er x!l <br />AMC) FILL HOLES WITH HOT POURED ELASTIC TYPE JOINT SEALER. <br />EXPANSION JOINT TO BE BUILT TO CONFORM TO RDWY. <br />CROWN, GRADE 4 CURB SLOPE RESPECTIVELY. <br /># TO BE PF/O FO.P AS .ST.PC/CT(/.p oL C./J.?BON <br />STEEL. <br />l HOT POURED ELASTIC TYPE <br />JOINT SEALER. HOLD %g' 6cLOW <br />TOP OF CONCRETE. <br />Z FILLER <br />I B.. <br />G "FLAT L7C/MBEL L <br />RUBBER /'YATE.PSTOP <br />COOS 53/8-60 AS <br />E 2 MANUFACTU.PEO BY <br />SE.QV/G/SEG G�POOUGr <br />COQR OF C'liCAGO /LG <br />O? <br />MAKE SLAB YY/OTfJ <br />�S� /4 • B <br />TOP OF /� 8 1 <br />FLOOR. <br />L <br />� <br />EDGE <br />- <br />� - - <br />�_a � •O -T -'--'�'r- � r� <br />... '.i/C.:. <br />LESS 6"'. <br />,• <br />t4 <br />ll '2D <br />`15, <br />r { -+I <br />Cil • 4 <br />U III IL -"----- �- ----------'F'�--L�* <br />� I <br />I I I 5 I 10'55II I"�' II II ll l <br />I li I I <br />i d I I <br />FRONT FACE <br />E I OF PARAPET. <br />OF BEARING E 2 <br />PART PLAN AT EAST ABUT. <br />w C I a <br />ll l <br />II ~'Z II II <br />9 v <br />I � <br />/S"C 33-9 "` �- STIFF. PLATE. <br />SECTION AT WEST ABUTMENT <br />X 27031 <br />