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CD <br />c� <br />CD <br />N <br />CD <br />c� <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 />1 TOP SLAB REINFORCEMENT <br />1/2" = 1'-0" <br />O <br />o <br />M <br />OPENING <br />OR <br />SLEEVE (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 />5� PENETRATION REINFORCMENT <br />CONCRETE WALL WIRE WATERSTOP <br />• • SECURELY IN PLACE <br />REINFORCEMENT <br />SEE SECTIONS <br />• • <br />= J WIRE WATERSTOP <br />DROP BARS SHALL ~ Q SECURELY IN PLACE <br />BE ADDL REINF DROP BARS SHALL z ? w • • <br />BAR SUPPORTS BE ADDL REINF <br />LU w U O ROUGHEN CONC <br />Q cr_ z • • 1/4" AMPLITUDE <br />J 4" PVC WATERSTOP <br />• • <br />4" PVC WATERSTOP DOWELS TO MATCH <br />WALL REINF W/ 90 DEG <br />CONCRETE SLAB STD HOOK, TYP <br />V PRECAST CONCRETE <br />BLOCK <br />GRANULAR BASE <br />REINFORCING SUPPORT <br />1 1/2" = 1'-0" <br />HORIZ WALL <br />REINFORCEMENT <br />SEE PLAN <br />90 DEG STD HOOK <br />INSIDE HORIZ, TYP <br />VERTICAL WALL <br />REINFORCEMENT <br />SEE PLAN <br />6 , REINFORCING WALL CORNER <br />1" = 1'-0" SB2.7 1 1/2" = 1'-0" <br />DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />Designer PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />DRAWN <br />SIGNATURE: <br />Author <br />NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: <br />REVISIONS REVISIONS Checker DATE REG NO <br />2 <br />�) BOTTOM SLAB JOINT <br />SB2.7 % 1 1/2" = 1'-0" <br />#4 @ 12" CONC PAD VERIFY SIZE <br />LU <br />> ROUGHEN CONCRETE <br />L <br />DRILL & ANCHOR #4 <br />DWLS @ 12" OC ALL <br />SIDES <br />CONC SLAB <br />(-7` <br />EQUIPMENT PAD <br />SB2.7 1 1/2" = 1'-0" <br />PROJECT <br />B O LTO N 802831 <br />& M ENK <br />FILE NAME <br />2638 SHADOW LANE, SUITE <br />200 <br />CHASKA, MINNESOTA 55318 <br />(952) 448-8838 <br />90 DEG STD HOOK, TYP <br />SLAB REINFORCEMENT <br />SEE PLAN <br />PLACE CONTINOUS <br />BOND BREAKER EACH <br />SIDE OF WATERSTOP <br />WALL REINFORCEMENT <br />SEE SECTION <br />3` TOP SLAB JOINT <br />SB2.7 1 1/2" = 1'-0" <br />(1) - #5 MIN OUTSIDE ANCHOR BOLTS. VERIFY SIZE #5 @ 12" OC EW TOP - <br />ANCHOR BOLTS TYP AND LOCATION WITH W/ STD HOOKS <br />EQUIPMENT SUPPLIER <br />n 3/4" CHAMFER <br />TYP H h <br />co <br />CD <br />III III 1 <br />NOTES: #5 @ 12" OC EW TOP <br />1. GENERATOR PAD SIZE INCLUDE 3'-0" WIDECOMPACTED STRUCTURAL FILL (CLASS 5) <br />CLEARANCE ON ALL SIDES OF GENERATOR <br />GEOTEXTILE FABRIC <br />0 <br />GENERATOR PAD <br />1 " = 11-011 <br />MCES L46 & L49 IMPROVEMENTS <br />CONCRETE DETAILS <br />SB2.7 <br />OF <br />