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R-3693173
rn (0 M O LU F— LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #1 (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 6 504-8 5 STR. - - 4'-8" 6 507-10 5 STR. - - 7'-10" 52 509-6 5 STR. - - 9'-6" 6 523-7 5 STR. - - 23'-7" 8 541-2 5 STR. - - 41'-2" 98 1009-1 10 STR. - - 9'-1" 27 1010-4 10 STR. - - 10'-4° 16 4E1 4 E 7" 2'-1" 4'-9" 53 5E1 5 E 5'-7" 2'-4" 10'-3" 82 5E3 5 E 7" 1'-6" 3'-7" 34 5,11 5 J 3'-10" 10" 4'-8" 92 5,12 5 J 5'-7" 10" 6'-5" 10 5,13 5 J 5'-0" 10" 5'-10" 10 6K1 1 6 K 1 5'-7" 11" 7'-5" 1 2186 LIST OF REINFORCING BARS REQUIRED FOR PIER #2 (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 532-11 5 STR. - - 32'-11" 108 5E2 5 E 4'-1" 1'-0" 6'-1" 73 5,19 5 J 2'-10" 10" 3'-8" 12 6K2 6 K 4'-2" 11" 6'-0" 1360 LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #1 (STAGE 1I) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 2 503-9 5 STR. - - 3'-9" 6 507-10 5 STR. - - 7'-10" 28 517-6 5 STR. - - 17'-6" 98 523-7 5 STR. - - 23'-7" 8 524-11 5 STR. - - 24'-11" 6 1009-1 10 STR. - - 9'-1" 14 1010-4 10 STR. - - 10'-4" 4 4E1 4 E 7" 2'-1" 4'-9" 67 5E1 5 E 5'-7" 2'-4" 10'-3" 58 5E3 5 E 7" 1'-6" 3'-7" 35 5,11 5 J 3'-10" 10" 4'-8" 96 5,14 5 J 7'-4" 10" 8'-2" 49 5J5 5 J 6'-9" 10" 7'-7" 49 6K1 6 K 5'-7" 11" 7'-5" 954 LIST OF REINFORCING BARS REQUIRED FOR PIER #2 (STAGE 11) MARK SIZE TYPE A B LENGTH NUMBER 517-6 5 STR. - - 17'-6" 108 5E2 5 E 4'-1" 1'-0" 6'-1" 58 5.19 5 J 2'-10" 10" 3'-8" 13 6K2 6 K 4'-2" 11" 6'-0" 720 c g Face of Concrete Hook oround horiz. a and vertical bars a, N U N L O Vert. reinf. bar Horizontal 6K1 or 6K2 reinf. bar DETAIL 'B' A J:9 BENDING DIAGRAM 9� BAR E A � A5° A BAR J 1�5• BAR F BAR G All dimensions ore out -to -out of bars Si:-rl->mt-44n ( VU LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #3 (STAGE 1) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 6 504-8 5 STR. - - 4'-8" 6 507-10 5 STR. - - 7'-10" 52 509-6 5 STR. - - 9'-6" 6 523-7 5 STR. - - 23'-7" 8 524-7 5 STR. - - 24'-7" 10 541-2 5 STR. - - 41'-2" 112 1009-1 10 STR. - - 9'-1" 27 1010-4 10 STR. - - 10'-4" 16 4E1 4 E 7" 2'-1" 4'-9" 75 5E1 5 E 5'-7" 2'-4" 10'-3" 82 5E3 5 E 7" 1'-6" 3'-7" 34 5,11 5 J 3'-10" 10" 4'-B" 92 5,16 5 J 10'-0" 10" 10'-10" 32 5 J 9'-5" toll 10'-3" 32 ff 5 J 4'-6" 10" 5'-4" 14 6 K 5'-7" 11 1 7'-5" 2186 LIST OF FOR REINFORCING BARS REQUIRED FOUNDATION SLAB (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 504 5 STR. - - 4'-0" 16 508-10 5 STR. - - 8'-10" 8 532-11 5 STR. - - 32'-11" 18 537-6 5 STR. - - 37'-6" 84 541-2 5 STR. - - 41'-2" 78 608-6 1 6 STR. - - 8'-6" 379 639-2 6 STR. - - 39'-2" 39 641-2 6 STR. - - 41'-2" 204 827-1 8 STR. - - 27'-1" 174 1127 11 STR. - - 27'-0" 69 1427-1 14 STR. - - 27'-1" 166 1450 14 STR. - - 50'-0" 166 51`1 5 F 11'-6" 8'-10" 20'-4" 107 5G1 5 G 7'-11" - 9'-6" 820 5,11 5 J 3'-10" 10" 4'-8" 72 5J10 5 J 14'-0" 10" 14'-10" 5 6E1 6 E 20'-6" 12'-7" 45'-8" 10 6E2 6 E 26'-10" 12'-7" 52'-0" 10 6K1 6 K 5'-1" 11" V -5" 1494 6K2 6 K 4'-2" 11" 6'-0" 306 14,11 14 J 29'-2" 2'-7" 31'-9" 166 14,12 14 J 27'-2" 2'-7" 29'-9" 166 14,13 14 J 41'-2" 2'-7' 43'-9" 250 14,14 14 J 40'-10" 2'-7" 43'-S" 250 Ri�l /-/k- 01 ier( vdv 71l LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #3 (STAGE II) MARK SIZE TYPE A 8 LENGTH NUMBER 503 5 STR. - - 3'-0" 2 503-9 5 STR. - - 3'-9" 6 507-10 5 STR. - - V -10" 28 517-6 5 STR. - - 17'-6" 110 523-7 5 STR. - - 23'-7" 8 1009-1 10 STR. - - 9'-1" 14 1010-4 10 STR. - 10'-4" 4 4E1 4 E 7" 2'-1" 4'-9" 28 5E1 5 E 5'-7" 2'-4" 10'-3" 58 5E3 5 E 7" 1'-6" 3'-7" 35 511 5 J 3'-10" 10" 4'-8" 96 5,12 5 J 5'-7" 10" 6'-5" 10 5,13 5 J 5'-0" 10" 5'-10" 10 5J9 5 J 2'-10" 10" 3'-8" 12 GK1 1 6 K 5'-7" 11" 7'-5" 954 LIST OF REINFORCING BARS REQUIRED FOR FOUNDATION SLAB (STAGE 1I) MARK SIZE TYPE A B LENGTH NUMBER 504 5 STR. - - 4'-0" 16 508-10 5 STR. - - 8'-10" 8 517-6 5 STR. - - 17'-6" 100 537-6 5 STR. - - 37'-6" 36 606-6 6 STR. - - 8' 6" 284 617-6 6 STR. - - 17'-6" 204 639-2 6 STR. - - 39'-2" 39 827-1 8 STR. - - 27'-1" 80 1127 11 STR. - - 27'-0" 39 1427-1 14 STR. - - 27'-1" 72 1450 14 STR. - - 50'-0" 72 SF1 5 F 11'-6" 8'-10" 20'-4" 54 5G1 5 G 7'-11" - 9'-6" 360 5,11 5 J 3'-10" toll 4'4" 72 5,110 5 J 14'-0' 1D" 14'-10' 3 GE3 6 E 14'-0" 12'-7" 39'-2" 10 6K1 6 K 5'-7" 11" V -5" 648 6K2 6 K 4'-2" 11" 6'-0" 162 14,11 14 J 29'-2" 2'-7" 31'-9" 72 14,12 14 J 27'-2" 2'-7" 29'-9" 72 14,15 14 J 17'-7" 2'-7' 20'-2" 250 46 14 2'-7" 19'-10ll 250 R-3693173 FEDAID: STPUL-127C,,004) HPP-1276(005) �) BergerABAM �� 333019thAvenueSouth,Suite300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON OCoPyrignt Hanson Professional services Inc. 2011 °`�'"HN� a•,.� SHOWN ".";ww'w. DATUM CITY OF � RENTON Public Works Department Appro ed For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A BNSFBRIDGE NO. 11,D7 LS.0051 FOUNDATION REINFORCEMENT TABLES 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 .0 " CDP pNfNp1 a N RA-28 NO. RE 'ISION BY DATE APPR MnF "� 1 84" 231