Laserfiche WebLink
De tail <br />1 1/R" 31'-10 1/2" 1 1/R» <br />FOUNDATION PLAN <br />0 2' 4 8' <br />20'-0" innn <br />SEC TION A <br />0 2' 4' 8'EMMMMMMIL <br />C/S4 <br />T/Foo ting <br />Eley 52.17 (40 <br />Inside Face of <br />Precast Bridge Unit <br />0 <br />lb <br />t <br />-5See Typical Bridge <br />10"3" Unit Grout Detail on <br />^� this sheet <br />5 — #6 Top & Bottom <br />o <br />#4 Ties @ 1'-6" o. c. <br />" Grout to top <br />4'-6 <br />of Keyway <br />r not <br />)wnf 1 <br />awn for clarity DETAIL <br />0 1' 2' 4' C/S5 a <br />d d d <br />O <br />I <br />Inside Face of <br />Precast Bridge Unit <br />Note: <br />Fill entire keyway including nominal 1" void <br />between bottom of keyway and bottom of <br />precast bridge unit leg with grout. <br />TYPICAL BRIDGE UNIT GROUT DETAIL <br />not to scale <br />Precast <br />Wingwoll <br />4"0 Weephole <br />O <br />a <br />Type B Wingwall Anchor <br />Backfill per <br />CON/SPAN® <br />Specifications <br />See Typico/ Wingwall Grout <br />Detail on this sheet <br />Grout <br />#4 Ties @ 4'-0" o.c. <br />3 — #6 Top & Bottom <br />SEC TION B <br />0 t' 2' 4' C/S4 <br />Wingwoll <br />Footing <br />Wingwoll <br />Wingwoll Anchor <br />Grout <br />No tes: <br />• Minimum l" Grout under <br />wingwoll leg & anchor stem. <br />• Area between wingwall footing <br />and wingwall anchor shall be <br />grouted solid before backfill. <br />2 <br />TYPICAL WINGWALL GROUT DETAIL L <br />0 <br />not to scale Q <br />U <br />APPROVED: <br />FOR CONSTRUCTION <br />ti <br />j <br />O <br />l 7 IfB/oa <br />O <br />p � <br />001" I Desi <br />KLD <br />� <br />Z <br />h <br />LQ <br />O <br />CAI <br />2 <br />O <br />m <br />v <br />h <br />J <br />a <br />or <br />Zu1 <br />o <br />0 <br />0 ❑0 <br />N N O <br />CE <br />N <br />M <br />a <br />Lo <br />co <br />r. <br />g <br />2 <br />TYPICAL WINGWALL GROUT DETAIL L <br />0 <br />not to scale Q <br />U <br />APPROVED: <br />FOR CONSTRUCTION <br />ti <br />j <br />O <br />l 7 IfB/oa <br />O <br />p � <br />001" I Desi <br />KLD <br />� <br />Z <br />h <br />LQ <br />O <br />Sheet No. <br />m <br />v <br />h <br />J <br />a <br />m <br />Zu1 <br />o <br />0 <br />2 <br />TYPICAL WINGWALL GROUT DETAIL L <br />0 <br />not to scale Q <br />U <br />APPROVED: <br />FOR CONSTRUCTION <br />ti <br />j <br />O <br />l 7 IfB/oa <br />O <br />p � <br />001" I Desi <br />KLD <br />� <br />13938 <br />wwww <br />Sheet No. <br />PAC <br />0155 <br />1/11/06 <br />p <br />m <br />Zu1 <br />o <br />0 <br />0 ❑0 <br />N N O <br />CE <br />m <br />k <br />h NA m Cn <br />U <br />m <br />"m <br />y <br />U <br />o <br />OOUrn4 <br />2 <br />TYPICAL WINGWALL GROUT DETAIL L <br />0 <br />not to scale Q <br />U <br />APPROVED: <br />FOR CONSTRUCTION <br />ti <br />j <br />O <br />l 7 IfB/oa <br />O <br />p � <br />001" I Desi <br />KLD <br />13938 <br />WJA <br />Sheet No. <br />PAC <br />0155 <br />1/11/06 <br />