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HomeMy WebLinkAboutT-2692AA�4i 1 i' NOTES: I. CONTRACTOR MAY 5PL ICE TOP 2 POTTCM MAT REINFORCING. ?ROMP£, NO MORE THAN 50% OF TNE. BARE IN A MAY ARE SPLICED AT ANY ONE LOCATION. SrlfFR 5PLICES A MNIMOM LAP SPLICE LENGTH. MINIMUM LAP SPLICER ARE AS FOLLOWS: #I! 6' -5' X6 TOP 1' -9' COLUMN ---- –'� COLUMN' I i ® F� 01 #6 (TOP) 7 I j I ^ -4 ➢!ER d I I 'DOTING � 2 - p 4 I 6 @O 0041E 1o"MA%EPA. ---------- nx A! ONO q Or PER iq 6" NAX SP A. FER➢ENDWI,AR �[ FIER : p TO !,P k 4 OF0 N PER OHOOK AROUND PLACE m PULE 04iE10E OE COLUMN ° � HRS LINE � HOOF AREp.— I 0! UMN R (TY 3 i 3 F.J RE /II 5££ "PIE COLUMN 'NFORCEMENT' SHEET H5 -0 20 5501 16 57 SPA, 0 TO' KF ' 6' ( (TOOL _ _ ® #'i - 114 SPA. H 5" MAX. = Y9'6' (COTTOMi k!I BOitOM PLAN SECTION A CONST. Jr.. w ROJ6HEN_D SURFACE (TIP) M. #6 TOP 5!I NO J. muwx +F wAex DMGN S 1.5 TO SR 16TAN iE^a STAGE 3 - WIDENING ®RQUEMER #PN,,,,yT xG y Washington state im AND SR 515 INTERCHANGE 5�p RE168UE0 NOUAN O. xENf NUOX PACIUDE: DRpaNnent Of TEanapGatatiDn rv� 8 1FISY� RELE4aE0 ROR COXEIRUCTim �EA KOWN 0. HEMOMISON 7624 �{ ! BENSON ROAD BRIDGE °} A pFRYpF FIMLMIGN -M X.GNH! ¢WV #YOTO ®. BIIEITIEP -____— OIC® 4CMTIYP NCTABIL �