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I�I ► I�I I I III I I I� <br />I ICI 11-1 I I=1 I I=1 I I— <br />ICI I I`I I I^III-11 <br />STEEL FRAME - I <br />SEE DETAIL 11 /SP1.3 <br />16' DIA. PILE <br />HE =-I 117 <br />I F <br />1" <br />COPEA� n .unrn <br />T <br />1/2" BUILDING APRON <br />BEAM PER PLANS <br />5" <br />1 /2" <br />SCALE: 1 1 /2" = 1'-O" <br />TYPICAL DETAIL AT M.H. SUPPORT FRAME <br />5'-0" 5'-O" <br />MH <br />REF -SEE CIVIL <br />L 6x4x5/16 LLV 12" S.S. LINE L 6x4x5/16 LLV <br />EACH SIDE EACH SIDE <br />_/ <br />_7 <br />I 3/16" 6" TYP. <br />_/ — — — — — — — — — — — — — — — — — — — — — — — — — 3" MIN. — — <br />CANTILEVER <br />Fh <br />I <br />PL 1/4"x2"X 1'-2" DAM <br />TYP EA. END OF L6X4 i <br />SEWER SUPPORT BEAM <br />PER PLAN I <br />II I I I <br />u I I <br />I I I <br />I <br />I I I <br />►I I i <br />I i I ► i <br />I I I <br />i 16" DIA. PILE ( I <br />I I I <br />2'-6" OR 3'-0" 10'-0" SEE PLAN <br />SEE PLAN <br />SCALE: 3/4' = 1'-O" <br />�5 TYP. SECTION WITH PILE SUPPORT AT 'MH' <br />8 <br />I <br />12' S.S. LINE <br />3 16 <br />3" <br />�-- W14x <br />2" TO 4" DRY PACK GROUT I I RE: PLAN <br />I PL 3/4"x20 x 2'-0" <br />(2) 1' DIA. x 12" M.B. <br />r-- ! 16" DIA. PILE <br />TYP. <br />(2) 1" <br />PILE DETAIL AT END PILE W/ CANTILEVER BEAM <br />12" S.S. LINE <br />SAND BED FOR SS <br />L 6x4x5/16 (LLV) x 5'-0" LONG <br />EACH SIDE 0 10'-0" ON CENTER <br />AND 0 EACH END OF BEAMS <br />(5'-0' GAPS) <br />W14x <br />RE: PLAN <br />PL 3/4"x20 x 2'-0" <br />LEVELING NUT (TYP.) <br />APPLY CORROSION PROTECTION TO M.B. <br />& WELD AFTER WELD COMPLETED <br />2" TO 4' DRY PACK GROUT <br />16" DIA. PILE <br />co <br />i <br />4'-0" <br />1'-4 1 /8" V-3 3/4' 1'-4 1 /8" <br />3 <br />SP1.3 TYP` <br />PLAN VIEW <br />(2) 1" DIA. x 12' M.B. <br />4" DIA. HOLE <br />FOR GROUTING <br />�— C6x8.2 (TYP.) <br />�-- 48' DIAMETER <br />HDPE MAN HOLE <br />PL SIM TO DETAIL <br />8 & 10/SP1.3 <br />6 POINTS OF SUPPORT <br />0 MAN HOLE PERIMETER <br />`I `1 <br />i <br />I <br />I i <br />AL <br />I I <br />I I <br />I I <br />I <br />X 41-ex 11'- " <br />t) N Dik4LETE"READED <br />HANGERS TO BEAM BELOW I <br />3" <br />EAM PER PLAN <br />I <br />APPLY PRIMER TO <br />ALL STEEL ELEMENTS <br />C5X9 x 1'-4" /'7 <br />SHIM AS REQ'D. (2) 3" DIA. A325F BOLTS W/ <br />HARDENED WASHERS <br />SCALE: 3/4" = 1'-0" <br />0 SIDE SEWER SUPPORT BEAM BUILDING APRON <br />(4) 3/4" M.B.x4" <br />1' <br />SEE 9/SP1.3 -8" <br />-- <br />3" i <br />3 i <br />I I I <br />3" 3" <br />(2) 1" DIAMETER M.B. <br />SCALE: 3/4" = 1'-O" <br />a <br />9 <br />SP1.3 <br />4" DIA, HOLE <br />FOR GROUTING <br />N <br />M <br />M <br />- PL 3/4"x20 x 2'-0" <br />PLAN AT INTERMEDIATE PILE <br />MH <br />REF -SEE CIVIL <br />T <br />C6x8.2 FRAME <br />x20 x 2'-0" <br />DIA. x 12" M.B. <br />IIA. PILE <br />0) <br />0 <br />co <br />m <br />V � <br />Z (� <br />N <br />ca <br />N co <br />O —1 <br />co co <br />O <br />N Lo <br />co <br />V � <br />� O <br />O <br />C � � <br />N <br />w > <br />�Lo <br />.� x <br />0 Lo <br />�zco <br />00 62 <br />H <br />Q <br />(' <br />,\ <br />0 <br />N <br />\ <br />g <br />N <br />O <br />wl <br />w <br />O <br />0) <br />4 <br />� <br />rn <br />00 <br />a <br />co <br />o <br />g <br />a <br />O <br />H <br />0 <br />a <br />> <br />o <br />3 <br />w <br />p <br />LLJ <br />N <br />W <br />Q <br />U <br />z <br />z <br />w <br />o <br />F- <br />°- <br />a <br />. <br />w <br />4-4 <br />0 <br />U <br />4-� <br />O <br />W <br />�/ •� <br />W <br />SCALE: 3/4" = 1'-O" SCALE: 3/4' = 1'-O" SCALE: 3/4" = 1'-O' SCALE. 3/4' = 1'-O" <br />9 TYPICAL PILE DETAIL 9 SS LINE 10 TYPICAL SECTION L 11 STEEL FRAME & PILE SUPPORT 12 STEEL FRAME & PILE SUPPORT <br />'i �iP1,3 <br />