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*• L' Q c- 0* F. 3 T 2 2" 3tb 2 Cos' TOP OF FLOOR ID 5 I B 4 1 l0 11 4 Co EDr,E ID CONST. JT. IZ �,. �•'.. II' •II . .I \\\ _II 7 JIB •. n - 14 I '\� _ - s 10 • II" . _ 11 ► . II. _ V'. o BEUT BAR WELD TO - STIFF. PLATE) IS' C 33.9 NORIZ. 16 C33.9 - 3 PER C "STRUCTURAL CAR60U STE.E� (TYP. AT BOTH ABUTS) X1�y" SLOTTED HOLE IN fF I�.. END DIAPHRAGM (SLOTTED 137(. 121 Ce lc. I IN DIRECTION OF C.) SECTION ' SDVTH CURB 'r SECTION THRU JOINT .00R. TOP OF CURB. SECTION E2 4 FILLER VIEW FI NORTH CURB e e le el el ,CAGE LINE rt STRINGERS END DIAPH. E. ABUT. I 2 3 4 6 TYP L p I -GAGE LINE ,IjL'`-• I`- END DIAPH �6-T9 I•@-f'v �crlr-6�'----vT "ABUT. DIAPHRAGM HOLE LOCATION FOR TCAFLY/RARY MOLD DOWN DEVICES • � A. PICK WvifgM I ►IIOJKT �lll TOTAL SMAS 'Fo,7,444 Z2 /Z9 LEGEND SECTION E3 ' 22 IS'•C-- **1, S.T. Ce VV< D9.Si' • RDWY. WIpTH_ P a<*2. L 15"t 4' • tiv . RDWY, WIOTH. 1G'D WJLES FOR 60LT 'o"&.**3. 45' 'I it Ib E9 D a 2j t IG D i OF FILLET WELD. Z 0 Ca. S. FABR\CATE FROM 17. WELDED R. WELD TO STEM 4• FLd_ OF ST.'kt R."2.9 WITH d" FILLET WEIR. NEAR S\DE L FAR I i R4•.Ifs '-WELD TO MIN. LAMINATED 4 SLOTTED SHIM. IS7- 3,. 7. DRILL MOLES IN STRINGER FLANGE IN FIELD FOR 4- 4 4 ERECTION BOLTS CROWN. (Ty;,. CROWN.(TYP. AT BOTH ABUTS.) FIELD TACK NUT TO Lal. GREASE -FOR EASY REMOVAL. IlrZ^ I� SLOTTED MOLE WELD Fj -54`20 IN 5.7.0 1. LONG DIMENSION OF SLOTTED HOLE TO ESE PARALLEL TO RDWY. TO S.T. 0 1 . SECTION ' SDVTH CURB 'r SECTION THRU JOINT .00R. TOP OF CURB. SECTION E2 4 FILLER VIEW FI NORTH CURB e e le el el ,CAGE LINE rt STRINGERS END DIAPH. E. ABUT. I 2 3 4 6 TYP L p I -GAGE LINE ,IjL'`-• I`- END DIAPH �6-T9 I•@-f'v �crlr-6�'----vT "ABUT. DIAPHRAGM HOLE LOCATION FOR TCAFLY/RARY MOLD DOWN DEVICES • � A. PICK WvifgM I ►IIOJKT �lll TOTAL SMAS 'Fo,7,444 Z2 /Z9 TYPICAL DIAPHRAGM DETAIL SEAL VERTICAL CURB - JOINT WITH BLACK COLO APPLIED JOINT SCALER "VERTISEAL" AS MF'GO. BY THE SERVICISED PRODUCTS CORP. OF CMI '4SO L. OR AN APPROVED EQUAL. FRONT FACE O• PARAPET. _\N N -µY 4 FILLER FI cuRe� FI /-SEAL L LIMITS OF CONCRE*E FILLER DETAIL AT 449 t" NOT POURED ELAST\c ABUT',1ENT TYPE - 's 1, YPEy" BELOW TOP OF CONCRETc PAV IN BACK FACE OF n n n IZ E I ABUTMENT. Y» Y Y TYP. 1=0 LEGEND SECTION E3 IS'•C-- **1, S.T. Ce VV< D9.Si' • RDWY. WIpTH_ a<*2. L 15"t 4' • tiv . RDWY, WIOTH. 1G'D WJLES FOR 60LT 'o"&.**3. P u r °R -H -T r�- 'I it BAR L'•� • ROwY. WIDTH, wELO TO Lal WITH 2 LINES OF FILLET WELD. Z 0 G. L,C 4 HOLES FOR BOLT *8. E9 - - --;L-��L y -----L E3 w*4. BAR ZIC • IIC• ROWY. WIDTH, WELD TO Lal WITH 2 LINES t i t I i OF FILLET WELD. Z 0 Ca. S. FABR\CATE FROM 17. WELDED R. WELD TO STEM 4• FLd_ OF ST.'kt R."2.9 WITH d" FILLET WEIR. NEAR S\DE L FAR I i MIN. LAMINATED 4 SLOTTED SHIM. 36 Y1� 135 CTYP) 3,. 7. DRILL MOLES IN STRINGER FLANGE IN FIELD FOR 4- 4 4 ERECTION BOLTS S. V* BOLT WITH 5Q. NUT @ V-OCTRS. TACK WELD NUT TO Lal. GREASE -FOR EASY REMOVAL. IlrZ^ I� SLOTTED MOLE IN 5.7.0 1. LONG DIMENSION OF SLOTTED HOLE TO ESE PARALLEL TO RDWY. STIFF. PLATE -'• 9. APPLY hbt COAT OF BITUMASTIC TO THIS 5URFA E. TYPICAL DIAPHRAGM DETAIL SEAL VERTICAL CURB - JOINT WITH BLACK COLO APPLIED JOINT SCALER "VERTISEAL" AS MF'GO. BY THE SERVICISED PRODUCTS CORP. OF CMI '4SO L. OR AN APPROVED EQUAL. FRONT FACE O• PARAPET. _\N N -µY 4 FILLER FI cuRe� FI /-SEAL L LIMITS OF CONCRE*E FILLER DETAIL AT 449 t" NOT POURED ELAST\c ABUT',1ENT TYPE - 's 1, YPEy" BELOW TOP OF CONCRETc PAV IN BACK FACE OF n n n IZ E I ABUTMENT. Y» Y Y 141 PART PLAN C2F: ABuT.) AFTER CONCRETE HAS SET FILL HOLES WITH HOT POURED ELASTIC TYPE JOINT SEALER. 10. 13f` O VENT HOLES db 2'-0' CTRS. 11. sw a BENT BAR % 1' -Co' ALTCRNATE CTR%. E)ETW£EN STRINGERS. WELD TO S.T. 'S 1. (I-V LA) 1° BENT BAR 1'-O' CTRS. WtL.D TO Ls2.(Z-O"L6_) D. L I 3'• 2%C•%-0'•3'41 APPROX. V-07 CTRS. WELO TO L•Z. 14. 'f 0 BOLT tr NUT. TACK WELD NUT TO 4.0IS,(O'-9" LG.) 15. NOT USED. IG, NOT USED. 17. 5AME AS BOLT wg EXCEPT FOR LENGTH. +1N IB• R. 12j� . -BEND DOWN FACE OF CURD AS SHOWN. WELD TO It "25 • FIELD WELD TO 5T*I . A+F19.0_8'. -BEND DOWN FACE OF CURB AS SHOWN.WELOTO'$ rt*20. R. 2z •�-BEND DOWN FACE OF CURB AS SHOWN. w 0 ELO TO 019. F1ELO WtLO TO BAR*4. ZI.'Se'O BENT ANCHOR BAR. WELD TO FC5MIC4`25 AND'194*24.(i'G7L6) ZZ. LV-?'A*�j*C•3'. WELD TO 8° ROLE% 211.E6- FOR*23• 23. Y'b BOLT e, NUT. TACK WELD NUT TO 4.022.(1'•1"LG) 24. R.fo'•D,J- WELD TO k.* 143. 25. 1" PLATE - CUT TO CONFORM TO SHAPE OF CURB- FIELD WELD TO PLANE'Z8. SHOP WE -LO TO *le.. ZG.BAR 2 +fie• I O' + WELD TO IES SIB b x'19 Z-1. BLOCK 4BOLT FOR SHIPMENT WITl1 PIPE SLEEVE AND Z'4 BOOM V -O CTRS. 2E. a- PLATE. CllT TO CONFORM TO SKA.PE OF CURS. SHOP WELD TO AFTER CONCRETE HAS SET REMOVE BOLTS 0 B E *1,7 .AND FILL HOLES WITH HOT POURCD ELASTIC TYPE JOINT 52ALER. EXPANSION JOINT TO BE BUILT TO CONFOFZM TO RDWY. SUPERELEVATION.GRAOE8 CUR5 SLOPE RE•5PECTIVELY. *-m ALL IT S MARKED W1TN ASTERISKS SNAL,L ?�E MADS OF CORTEN, MAYARI-R OR OTHER STEEL OF E..QUAL CORROS\vE K�SISTANCE. ALL MATERIAL 1N tXPANS\ON JOINT SHALL Ia. PA\O POR AS t.TRUCTUR AL LOW- ALLOY STEEL. 6"FLgT DUM8ELL RUB9FR WAT=RST2n CODE 53/8-60 AS MANOFACTOFBD BY SERY/6/SEO PRODUCTS CORP OF CHICAGO OR APPROVED E" HOT POUREO ELASTIC TYPE JOINT'" FILLER MARE 5L'S SEALER . HOLO a BELDW TOP OF CAKC. - -4 WiDT// LESS 6," TOP OF FLOOR. , Cc EOGE 4 *\- 5TIFF. PLATar. 'STRUCTURAL C,AR00W '61 SECTION AT WEST ABUTMENT EXPANSION JOINT «.c A.A.%M.O.'61 STRUCTURE B-1-3-205 SHEET5OFI0 X 27410 n �I n 0 �z-�=mea:�:�.��• �1 - P u r °R -H -T r�- 'I it J- - -- -'1- 'T•jl'_�1-- y-----�--- -� -- - - --;L-��L y -----L S 1 u - FRONT -PACE 141 PART PLAN C2F: ABuT.) AFTER CONCRETE HAS SET FILL HOLES WITH HOT POURED ELASTIC TYPE JOINT SEALER. 10. 13f` O VENT HOLES db 2'-0' CTRS. 11. sw a BENT BAR % 1' -Co' ALTCRNATE CTR%. E)ETW£EN STRINGERS. WELD TO S.T. 'S 1. (I-V LA) 1° BENT BAR 1'-O' CTRS. WtL.D TO Ls2.(Z-O"L6_) D. L I 3'• 2%C•%-0'•3'41 APPROX. V-07 CTRS. WELO TO L•Z. 14. 'f 0 BOLT tr NUT. TACK WELD NUT TO 4.0IS,(O'-9" LG.) 15. NOT USED. IG, NOT USED. 17. 5AME AS BOLT wg EXCEPT FOR LENGTH. +1N IB• R. 12j� . -BEND DOWN FACE OF CURD AS SHOWN. WELD TO It "25 • FIELD WELD TO 5T*I . A+F19.0_8'. -BEND DOWN FACE OF CURB AS SHOWN.WELOTO'$ rt*20. R. 2z •�-BEND DOWN FACE OF CURB AS SHOWN. w 0 ELO TO 019. F1ELO WtLO TO BAR*4. ZI.'Se'O BENT ANCHOR BAR. WELD TO FC5MIC4`25 AND'194*24.(i'G7L6) ZZ. LV-?'A*�j*C•3'. WELD TO 8° ROLE% 211.E6- FOR*23• 23. Y'b BOLT e, NUT. TACK WELD NUT TO 4.022.(1'•1"LG) 24. R.fo'•D,J- WELD TO k.* 143. 25. 1" PLATE - CUT TO CONFORM TO SHAPE OF CURB- FIELD WELD TO PLANE'Z8. SHOP WE -LO TO *le.. ZG.BAR 2 +fie• I O' + WELD TO IES SIB b x'19 Z-1. BLOCK 4BOLT FOR SHIPMENT WITl1 PIPE SLEEVE AND Z'4 BOOM V -O CTRS. 2E. a- PLATE. CllT TO CONFORM TO SKA.PE OF CURS. SHOP WELD TO AFTER CONCRETE HAS SET REMOVE BOLTS 0 B E *1,7 .AND FILL HOLES WITH HOT POURCD ELASTIC TYPE JOINT 52ALER. EXPANSION JOINT TO BE BUILT TO CONFOFZM TO RDWY. SUPERELEVATION.GRAOE8 CUR5 SLOPE RE•5PECTIVELY. *-m ALL IT S MARKED W1TN ASTERISKS SNAL,L ?�E MADS OF CORTEN, MAYARI-R OR OTHER STEEL OF E..QUAL CORROS\vE K�SISTANCE. ALL MATERIAL 1N tXPANS\ON JOINT SHALL Ia. PA\O POR AS t.TRUCTUR AL LOW- ALLOY STEEL. 6"FLgT DUM8ELL RUB9FR WAT=RST2n CODE 53/8-60 AS MANOFACTOFBD BY SERY/6/SEO PRODUCTS CORP OF CHICAGO OR APPROVED E" HOT POUREO ELASTIC TYPE JOINT'" FILLER MARE 5L'S SEALER . HOLO a BELDW TOP OF CAKC. - -4 WiDT// LESS 6," TOP OF FLOOR. , Cc EOGE 4 *\- 5TIFF. PLATar. 'STRUCTURAL C,AR00W '61 SECTION AT WEST ABUTMENT EXPANSION JOINT «.c A.A.%M.O.'61 STRUCTURE B-1-3-205 SHEET5OFI0 X 27410