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4 3 HO 9900-SLAB - 1 <br /> REVISIONS <br /> REV DESCRIPTION DATE SY APP <br /> A ORIG. ISSUE 7/31/02 JWH <br /> B 03/4 WAS 11/16. 3%3 CUP WAS 2%2 10 14 04 JWH <br /> SOL BEA <br /> SOIL BEARING= 1000 Daf ADJ. <br /> SOWIC ZONE{No-1.5 <br /> D_ Cp=D.44N0 ,p <br /> TANK R FOOTNG <br /> 0 <br /> I [� <br /> u; <br /> N 3 B <br /> . <br /> U <br /> Q <br /> 28.5' i <br /> 0 BASE <br /> TANK, BASE k CUPS 4/HCUE ON <br /> 0' BY OTTERS 32'OW B.C. 3/4.0 <br /> I 2'-0' 2'-0• <br /> E OG ze. . BASE PLAN RS <br /> 7. 3/4•CHAMFER 5/8•X6•HILT KWIK BOLT SCALE 3/4' 1'-0' <br /> O{"LACI ENT NTN. <br /> 2• MAX. (4 PLACES) (ICBG ER4827). IYJII <br /> K FINISH GRADE II✓ <br /> W Z <br /> — dR <br /> h <br /> UNSTABLE OR TYPICAL HOLO DOWN CLIP <br /> COMPACTED UR (TYP') SCPLE= NONE <br /> MATERIAL PER <br /> J. GEOTECHNICAL 2'-0' 2'-0' /� <br /> IO REPORT. A <br /> N <br /> _ (6) µ EACH WAY TYP. <br /> UNLESS OTHERWISE SPECIFIED: ORAwN BY; w�' SYSTEMS, INC. <br /> I DIMENSIONS ARE IN UNITS JWH 7/31/02 <br /> DIMENSIONS APPLY AFTER PROCESSING - t> HompaM1in DHm <br /> SECTION TANK SLAB69D <br /> TOLERANCES - - Hpd,pn, New Hampahin 03051 <br /> 0 SCALE - 3/{' 1'-0• .% },1 MATERVL DWG TTLE <br /> zz% = 1005 � CLEAN AIR TANK <br /> > ANGLES = ±1/2.4 - MOUNTING SLAB DETAILS <br /> NOTES' SURFACE FINISH: TURD AHGIE PROIECTON <br /> CL NTN. CWCMETE CWP SINENGIM 2500 D4 SIZE OWC NO. RUQ NTN. REINF. HELD STRENGTH = 40000 pal INTERPRET DIM ANO TOL PER B 990 <br /> 9945 B <br /> Q ANSI Y14.5M - 1962 <br /> DO I REMOVE ALL BURRS AND SHARP EDGES - --- SU 3/4' 0 1'-0' SHEEP — OF <br /> 4 3 fi 2 1 <br />