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2' - 6"4' - 6"2' - 6" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />2' <br /> <br />- <br /> <br />6 <br />" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />114" DIA <br />CONC SLAB <br />#5 @ 6" OC, <br />EW, T&B <br />(2) DIAG #5 BAR <br />EA CORNER <br />(1) SUPPL #5 <br />BAR EA SIDE <br />OF OPENING <br />ACCESS <br />HATCH <br />OPENING <br />DOWELS TO MATCH <br />WALL REINF W/ 90 DEG <br />STD HOOK, TYP <br />4" PVC WATERSTOP <br />CONCRETE SLAB <br />WIRE WATERSTOP <br />SECURELY IN PLACE <br />T Y P <br /> 2 <br />" <br />L A P L E N G T H <br />SE <br />E <br /> <br />ST <br />R <br />C <br />U <br />T <br />R <br />A <br />L <br /> <br />NO <br />T <br />E <br />S <br />ROUGHEN CONC <br />1/4" AMPLITUDE <br />REINFORCEMENT <br />SEE SECTIONS <br />CONCRETE WALL <br />PLACE CONTINOUS <br />BOND BREAKER EACH <br />SIDE OF WATERSTOP <br />WALL REINFORCEMENT <br />SEE SECTION <br />SLAB REINFORCEMENT <br />SEE PLAN <br />90 DEG STD HOOK, TYP <br />4" PVC WATERSTOP <br />WIRE WATERSTOP <br />SECURELY IN PLACE <br />DROP BARS SHALL <br />BE ADDL REINF <br />BAR SUPPORTS <br />DROP BARS SHALL <br />BE ADDL REINF <br />PRECAST CONCRETE <br />BLOCK <br />GRANULAR BASE <br />OPENING <br />OR <br />SLEEVE <br />T Y P . - U N O <br /> 3 <br />'-0 " <br />(1) - #5 EA FACE <br />TYP 4 CORNERS <br />(2) - #5 EA FACE <br />TYP 4 SIDES UNO <br />NOTE: <br />REINFORCING AT RECTANGULAR <br />OPENING IS SIMILAR <br />90 DEG STD HOOK <br />INSIDE HORIZ, TYP <br />VERTICAL WALL <br />REINFORCEMENT <br />SEE PLAN <br />HORIZ WALL <br />REINFORCEMENT <br />SEE PLAN <br />V E R I F Y <br />CONC PAD VERIFY SIZE#4 @ 12" <br />ROUGHEN CONCRETE <br /> 6 <br />" <br />DRILL & ANCHOR #4 <br />DWLS @ 12" OC ALL <br />SIDES <br />CONC SLAB <br /> 1 <br />'-0 " <br /> 1 <br />'-0 " 6 <br />" <br /> 6 <br />" <br />TYP <br /> 1'-0" <br />ANCHOR BOLTS. VERIFY SIZE <br />AND LOCATION WITH <br />EQUIPMENT SUPPLIER <br />(1) - #5 MIN OUTSIDE <br />ANCHOR BOLTS TYP <br />3/4" CHAMFER <br />#5 @ 12" OC EW TOP - <br />W/ STD HOOKS <br />#5 @ 12" OC EW TOP <br />COMPACTED STRUCTURAL FILL (CLASS 5) <br />GEOTEXTILE FABRIC <br />NOTES: <br />1. GENERATOR PAD SIZE INCLUDE 3'-0" WIDE <br />CLEARANCE ON ALL SIDES OF GENERATOR <br />REVISIONS <br />DATEN0 BY REMARKS DATEN0 <br />REVISIONS <br />BY REMARKS CHECKED <br />DRAWN <br />DESIGNED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />DATE REG NOMO <br />D <br />I <br />F <br />I <br />E <br />D <br />: <br />TYPED OR PRINTED NAME: <br />SIGNATURE: <br />FILE NAME <br />PROJECT <br />PL <br />O <br />T <br />T <br />E <br />D <br />: <br />OF <br />2638 SHADOW LANE, SUITE <br />200 <br />CHASKA, MINNESOTA 55318 <br />(952) 448-8838C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />k <br />a <br />i <br />j <br />a <br />\ <br />D <br />r <br />o <br />p <br />b <br />o <br />x <br /> <br />( <br />C <br />R <br />- <br />B <br />P <br />S <br />) <br />\ <br />C <br />R <br />- <br />B <br />P <br />S <br /> <br />T <br />e <br />a <br />m <br /> <br />F <br />o <br />l <br />d <br />e <br />r <br />\ <br />2- <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />M <br />E <br />T <br />C <br />L <br />0 <br />0 <br />0 <br />5 <br /> <br />- <br /> <br />B <br />M <br />I <br />, <br /> <br />M <br />C <br />E <br />S <br /> <br />L <br />4 <br />9 <br /> <br />L <br />i <br />f <br />t <br /> <br />S <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />- <br />O <br />r <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br /> <br />- <br /> <br />A <br />r <br />c <br />h <br />\ <br />5 <br />- <br />d <br />s <br />g <br />n <br />\ <br />1 <br />- <br />e <br />x <br />i <br />s <br />t <br />\ <br />2 <br />- <br />b <br />i <br />m <br /> <br />c <br />a <br />d <br />\ <br />M <br />C <br />E <br />S <br /> <br />L <br />4 <br />9 <br />R <br />e <br />v <br />i <br />t <br /> <br />M <br />o <br />d <br />e <br />l <br />\ <br />L <br />i <br />f <br />t <br /> <br />S <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />2 <br />9 <br /> <br />M <br />o <br />d <br />e <br />l <br /> <br />v <br />2 <br />_ <br />d <br />e <br />t <br />a <br />c <br />h <br />e <br />d <br />. <br />r <br />v <br />t <br />MCES L46 & L49 IMPROVEMENTS <br />CONCRETE DETAILS <br />802831 <br />SB2.7 <br />Designer <br />Author <br />Checker <br />1/2" = 1'-0"SB2.7 <br />1 TOP SLAB REINFORCEMENT <br />1 1/2" = 1'-0"SB2.7 <br />2 BOTTOM SLAB JOINT <br />1 1/2" = 1'-0"SB2.7 <br />3 TOP SLAB JOINT <br />1 1/2" = 1'-0"SB2.7 <br />4 REINFORCING SUPPORT <br />1" = 1'-0"SB2.7 <br />5 PENETRATION REINFORCMENT <br />1 1/2" = 1'-0"SB2.7 <br />6 REINFORCING WALL CORNER <br />1 1/2" = 1'-0"SB2.7 <br />7 EQUIPMENT PAD <br />1" = 1'-0"SB2.7 <br />8 GENERATOR PAD