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3" BAR <br />TS6,ax'/.I <br />ELEVATION <br />FLOOR DRAIN SUMMARY <br />LOCATION DRAIN TYPE <br />STA 10,30.00 TYPE 1 <br />STA 10,81.37 TYPE 2 <br />t <br />1SLOPE 1AD" <br />AROU;oP OP SLAB <br />Yz' <br />FLOOR DRAIN <br />PLACEMENT DIAGRAM <br />BRIDGE FLOOR DRAIN TYPE 1 <br />,STRUCTURAL TUBE( <br />SPANS 5 & 6 ONLY - A REQUIRED <br />®BOLTON <br />& MENK <br />BETWEEN BARSP iNYPE <br />3" BAR (LOCATION VARIES, <br />1%i' BARS MYP.(O <br />FLOOR DRAIN PLAN - TYPE 1 & 2 <br />ENGINEER SIGNATURE P <br />6x a x Mu <br />ELEVATION <br />FLOOR DRAIN <br />PLACEMENT DIAGRAM <br />BRIDGE FLOOR DRAIN TYPE 2 <br />DRAIN DETAILS <br />(STRUCTURAL TUBE, <br />SPAN T ONLY - 2 REQUIRED <br />NOTES: <br />MATERIAL TO BE STRUCTURAL STEEL PER MR/DOT <br />SPEC. 3306. <br />GAL VANIZE MAIERIAL PER MR/DOT SPEC 3394 AFTER <br />PAYMENT FOR ROOR DRAINS SHALL INCLUDE <br />DETAIL. <br />ALL MATERIAL SHOWN ON THIS <br />CONSTRUCT SPLASH BLOCKS BENEATH DRAINS, <br />WHERE APPL ,CABLE (INCIDENTAL <br />STREPNL 0BAMTm0S01N2s WHERE DRAINCSHOULD 6EREVEN <br />02 ATTACH TOA BEAM INPH %/a' DIA. BOLT, L000WASHER <br />OR <br />APPROVED ANCHORAGE <br />H EREQUIRED ONCRETE BEAMS <br />ANCHORAGE TOMISS DRAPEDSTRANDSC. <br />O GRAMAY D S E. FABRICATED FROM WELDED BUILT-LIPBARS <br />AS SHOWN <br />O FDR DRAIN AT END OF BRIDGE ONLY, CONNECT DRAIN ID <br />DOWNSPOUT. EXISTINGGROUND. SECURELY N ATNI ACHTOH EXISTING STATION <br />COLUMN BP METHODS APPRDVED BY T HE ENGINEER. <br />MATERIALS SHALL BE ALUMINUM OR GALVANIZED STEEL AND <br />COLOR -MATCHED TO ST ATION COLUMNS. ASSOCIATED COSTS <br />INCIDENTAL TO DRAINAGE SYSIEM BID IT EM. <br />=�S.A.�.�199 �O10 -�12 'IRIDGE NO. <br />02053 <br />SHEET NO. 80 OF 99 SHEETS, <br />