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0 <br />'o <br />0 <br />00 <br />2 0 <br />CL <br />ao <br />Ml <br />PLATE) <br />C <br />D <br />ITEM OTY <br />PART NO_ DESCRIPTION <br />GENERAL MUM- AND SPEQjFjQAlT0N.$.- <br />"A <br />OVERFLOW OPENINGS <br />1.) DESIGN CRITERIA AWWA D100-84, INCLUDING SECTION 13. <br />(TYPICAL 16 PLACES) <br />.......... <br />A. SEISMIC — ZONE 3, (SOIL PROFILE COEFFICIENT, S=1.5) <br />B. WIND PRESSURE — AINWA <br />0 <br />C. ROOF LOAD -- SNOW 25 LB/FT2 <br />c PAINTER NOZZLES. <br />D. OPERATING TEMPERATURE — 180OF MAX <br />E. PRODUCT STORED KRAFT PULP 0 17% CONSISTENCY <br />FOR LOCATIONS & <br />DETAILS SEE <br />0 0 <br />F. SPECIFIC GRAVITY 1.067 <br />G. CORROSION ALLOWANCE — 1/16- (ADD TO DESIGN REQUIREMENT, <br />-.1 <br />DRAWING 18310—S-19 <br />540 <br />1/4- E MINIMUM ± +C <br />0 <br />2.) NOZZLES— UNLESS NOTED OTHERWISE, ALL NOZZLES <br />0 0 22.50(TYP) <br />0 <br />A. SHALL BE STD WT PIPE WITH 150# <br />B. RATED FLANGES CONFORMING TO ANSI 816.5 <br />T T 6 —1 <br />— <br />— — — — . / — — — — — <br />C. AND BOLT HOLES TO STRADDLE VS <br />se /Aq-403 —S-17 <br />/07 \ <br />3.) PAINT — PER SCOTT WORLDWIDE CO. SPECIFICATIONS <br />t <br />�OVERFLOW <br />OPENINGS <br />&183 S-17 (TYPICAL) <br />— — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />00 00 <br />x x <br />04 <br />- - - <br />- <br />------------------------------------- <br />60'—Om I.D. <br />--- <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />f <br />a. <br />— — <br />— — — — — — — — — — — — — — — — — — — — — — <br />---------------------- <br />top <br />- - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - <br />CL <br />- - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - <br />(L <br />30'-0* I.D. <br />3 <br />In <br />- - - - - - <br />B <br />EL 113 -83(m <br />- <br />- - <br />- - - - - - - - <br />(L <br />36— 3"0 ANCHOR BOLTS <br />BY FOUNDATION CONTRACTOR, <br />04 <br />SEE ANCHOR BOLT NOTES ON <br />DRAWING 18310-S-20 <br />ELEVATION, <br />4 <br />A j.' <br />;4 <br />A <br />I <br />f <br />24 23 22 21 20 19. 18 <br />17 16 <br />15 14 13 <br />12 11 10 9 8 <br />I <br />0 <br />BOTTOM OF OPENING ' I <br />W <br />183 6—S-16 <br />of=7 *6*11�1 <br />olp %G <br />4.) VENDOR MAY SUBMIT ALTERNATE DETAILS FOR APPROVAL. <br />EL 180'-10)(" — I-- <br />f -1 <br />11.250 <br />5.) NOZZLE DETAILS NOT SHOWN TO BE PER AWWA. <br />REINFORCE ALL NOZZLES PER AWWA. <br />CONVEYOR 0— <br />& CHEST <br />6.) PLATE MATERIAL: ASTM A36. <br />7.) FABRICATOR TO SUBMIT DETAIL DRAWINGS FOR REVIEW PRIOR <br />0 <br />TO FABRICATION. <br />C14 <br />VI <br />8.) PUT REINFORCING PADS ON THE INSIDE AT NOZZLES. <br />0 <br />QUEANION DRAWINGSL <br />0 <br />0 <br />C <br />0 <br />0 <br />a <br />18310—S-15 #2 HIGH DENSITY CHEST — GENERAL ARRANGEMENT <br />FO ACCESS <br />0 <br />2 <br />18310—S-16 #2 HIGH DENSITY CHEST — ROOF PLAN & DEMLS <br />L: <br />4 PLATFORMS SEE <br />18310—S-17 #2 HIGH DENSITY CHEST — DETAILS <br />AWING 18310—S-2 <br />183 —S-16 <br />18310—S-18 #2 HIGH DENSITY CHEST — MIXING CHAMBER DETAILS <br />183 —S-17 <br />18310—S-19 #2 HIGH DENSITY CHEST — NOZZLE DETAILS <br />18310—S-20 #2 HIGH DENSITY CHEST — PILE PLAN AND DETAIL'3 <br />0 <br />0 <br />18310—S-21 J2 HIGH DENSITY CHEST — PILE & PILE CAP DETAILS <br />4074A Cl <br />Y4" CLOSURE <br />0 <br />fz- nitirl LJr-1-4311 T UrIL31 — AU�t�� rLAIrUKIVI <br />C 18310— —29 2 HIGH DENSITY CHEST — ACCESS PLATFORMS, SECTS & DETS <br />18310— <br />-- — — — — — — — <br />PLATE (TYPICAL) <br />—30 2 HIGH DENSITY CHEST — PIPE RACK <br />/A)( L L) 1)(0 <br />300± <br />ROOF PLAN <br />1/8"=l, 0 W-m <br />.3 cr <br />00 <br />z <br />'J� <br />W <br />183 —S-17 m <br />0 tn <br />lu <br />Uj 00 <br />z <br />UJ Z <br />—S-17 <br />WAAI�.r <br />es <br />now# <br />Hvis Grmp W., <br />Ll�rmrs wist f4 <br />APOROVED DATE <br />2600 FEDERAL AVE <br />RSM <br />PROJECT <br />3/95 94-1659 <br />RESP ENGR: RML <br />DRAM BY- PW7 <br />su". RML <br />DSGN CHXD By. RML <br />m MW Tw Omm mpm <br />SCOTT <br />CF SW PAM Co., IS <br />TO BE USED 00 FM ".RPMT <br />SCOTr WORLDWIDE <br />FOR 00 Logo W WnIM ON <br />SCOTT APPROVAL <br />#2 HIGH DENSITY CHEST <br />/a IS W 'M BE <br />C <br />ADDED ROOF PLATFORMS <br />5/02/95 <br />GENERAL ARRANGEMENT <br />AS NOTE <br />"a lmy D <br />8 <br />EL 11Y—O" WAS 0'-0", ETC. CONV ANGLE WAS 15*, <br />4/04/95 <br />RML <br />W'w" <br />REVISED DETS 1 & 2. RELOCATED OVERFLOWS <br />PWT <br />01 5 <br />co <br />A <br />ISSUED FOR CONSTRUCTION <br />2/24/95 <br />WJP <br />OW40M w <br />REV. <br />REVISION NOTE <br />DATE <br />13Y <br />18%3 10- S-15 <br />C <br />I' 'A I <br />u L <br />ve <br />f 17 <br />6 MICROBOX <br />6 7 8 9 10 <br />11 12 13 14 15 16 17 18 19 20 21 '22 23 2 <br />--m <br />Alft' It <br />