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4 <br />t <br />L <br />"Xi" <br />0. PIPING SUPPORT <br />FIELD WELDED 4 INTERNAL BAFFLES <br />" <br />" <br />' <br />" <br />X 18 <br />X 14 <br />-3 <br />UPPER AND LOWER 5/16 <br />LG <br />EQUALLY SPACED AT 90' <br />SEE DETAI <br />"A" <br /> ( <br />) <br />L <br />HANDRAIL & <br />KICKPLATE <br />&292.5' m. / <br />18'-0" 1. D. 270' <br />ACCESS <br />LADDER <br />v235' <br />45' <br />WEARPLATE (REF) <br />F 4'-9„ <br />F GRATING AGITATOR (SEE NOTE 10) <br />ROTATION <br />W10X33 P1 <br />'J <br />i <br />ix <br />I? <br />U <br />i <br />215' P2 - - <br />(SEE NOTE 10) 180• <br />3 <br />4'-0" <br />PLAN MIN <br />a ll <br /> --- -- 90. <br />I I I <br /> W10X <br /> P1 <br />' <br />" <br />? <br />M <br />1 2 <br />6 <br />MIN --- - <br /> <br />3 -6 (AS I FOR <br />o / AGIT TOR MOUNT) ACCESS <br /> LADDER <br />I I <br /> <br />I <br />GRATING I <br /> <br />I I <br /> SPAN <br />L 3"x2"xy" TYP <br />2'-8" PIPING SUPPORT <br />FIELD WELDED UPPER AND LOWER <br />LOCATION 3 PLACES <br />® (SEE DETAIL "A") <br />SCALE: N.T.S <br />FOR SPECIFIED PIPE U-B <br />NOTES: <br />1. PLATE THICKNESS BY VENDOR. MINIMUM ESTIMATED WALL THICKNESS TO BE 3/16" (NOT CONSIDERING PLATFORM LOADS). <br />2. CORROSION ALLOWANCE 1/16". <br />3. SEISMIC CATEGORY C, WITH IMPORTANCE FACTOR OF 1.25. <br />4. INSIDE INSTALLATION _ <br />5. TANK INTERNALS TO BE INSTALLED BY MANUFACTURER. <br />6. TANK MANUFACTURER TO PROVIDE A SWING-TYPE DAVIT FOR <br />24" BLIND FLANGE TO GAIN ACCESS TO INTERNAL VESSEL. (NOT SHOWN) <br />7. LIFTING LUGS FOR HORZONTAL LIFTNG TO BE LOCATED BY <br />TANK MANUFACTURER. <br />8. TANK MANUFACTURER TO PROVIDE LADDER, PLATFORM WITH 1 1/4" x 3/16" W19-4 <br />GALVANIZED BAR GRATING, 3 RAIL HANDRAILS WITH 4" x 1/4" KICK PLATE CONFORMING TO MSHA STANDARDS <br />9. PIPE SUPPORT CLIPS SEE DETAIL A. <br />10. TANK TO SUPPORT LOADS FROM PLATFORM AND AGITATOR SUPPORT FRAMING. <br />P1= 3000 LBS. VERTICAL, 100 LBS LATERAL. <br />P2= 800 LBS. VERTICAL <br />11. TANK BAFFLES DESIGNED AND LOCATED BY AGITATOR VENDOR <br />12. BAFFLE SUPPORTS TO BE DESIGNED BY TANK MANUFACTURER <br />WAewGxp REFFI?E1{F <br />W <br />Z <br />W <br />X <br />W <br />LL <br />W <br />Ir <br />5/8" THRU, <br />2 PLATES <br />9 <br />-0 <br />SCALE: N.T.S. <br />DETAIL A <br />SCALE: 1 1/2"=1'-0". <br />r e• r-.• <br />1 1/2"=1 <br />e : Y 1•,. <br />1'-10" <br />11., <br />? I <br />I I <br />I I <br />I <br />? I <br />I I <br />I I <br />I I <br />I I <br />I 1 <br />1'-0" <br />11" <br />3 <br />15'-0" <br />/0 1 01 <br />I I <br />I 1 <br />I - _ I <br />1 I <br />0 I ort <br />i <br />'o t o, <br />`--00.81 THRU <br />0.75 THK REDUCER J 4 HOLES <br />MOUNTING PLATE <br />BY METSO <br />DETAIL g <br />SCALE: 1 1/2"=1'-O" - <br />e <br />1 1/2"=1'-0" ®P <br />a r r 1e <br />DESIGN <br />T-551 <br />1. MATERIAL OF CONST___ C___S(WELDED) EQUIP N0 <br />2. SERVICE __MILK OF LIME STORAGE (Co(OH)2)- <br />3. PROCESS ----------- NA <br />4. CAPACITY: FULL 3_817-CF- OPERATING 3,563 CF <br />5. TEMPERATURE: DESIGN OPERATING <br />6. INTERNAL PRESSURE: (SPECIFY ATM/PSQ <br />DESIGN -AMBIENT- OPERATING --AMBIENT <br />7. EXTERNAL PRESSURE (SPECIFY ATM/PSQ <br />DESIGN _AMBIENT - OPERATING AMBIENT <br />8. SPECIFIC GRAVITY OF PROCESS FLUID __-1.06 <br />MATERIAL <br />1. SHELL _ATM A-36 _(OR AWWA-D100 ALLOWED ALTERNATIVE) <br />2. HEADS N/A ------------------- <br />3. VERTICAL TANK: ROOF-_N/A-- BOTTOM__N/A--- - <br />4. NOZZLES: PIPE --------- FLANGES ASTM-A _105 RAISED FACE <br />5. MANWAYS: STUDS -------- NUTS <br />CASKETS <br />FABRICATION <br />REFER TO THE FOLLOWING SPECIFICATIONS: <br />10101 WELDED STEEL TANKS <br />05120 STRUCTURAL AND MISCELLANEOUS STEEL <br />09900 PAINTING OF STRUCTURAL AND MISCELLLANEOUS STEEL <br />PAINTING: TANK EXTERIOR ONLY, STRUCTURAL STEEL AND <br />GRATING PER SPECIFICATIONS <br /> <br />---- <br />INSULATION NO <br />LINING ------NLR----------- <br />DESIGN, FABRICATION AND TESTING TO CONFORM TO LATEST <br />EDITION OF AWWA DIOO <br /> <br />NOZZLE AND MANWAY SCHEDULE <br />MARK SIZE RATING FACING PROJ. SERVICE <br />1 24" 150# F.F. 8" MANWAY <br />2 6" 150# R. F. 6" DRAIN <br />3 8" 150# R.F. 8" OVERFLOW <br />4 3" 150# R.F. 6" DISCHARGE <br />Ths d2xyngto"thw with de prsde°dmrot media file. MiE a°pE 9Y pm.m REMPAee R. Retold R-d BY 0i° <br /> <br />is the property oftyntak. InmrporatedoNesadheivnse <br />enge <br />Rwsaa.uwt¢"remiu <br /> <br />ma <br />Mdyr, <br />P,cs <br />mrewe Climax Sludge Management Project AVMW INCDRPDRATED <br /> <br />-W.d oreapereededbyentten agent xath t1w <br />RECORD <br />Z <br />© <br />?e0i <br />x?anvrs <br />c.caRUUr <br />eNa.aP+k"0,.aumMlrPpwPP"N,ela eewkrePlpe°m . s <br />N <br />Down <br />NfS <br />Neee Climax Mme <br /> <br /> <br />abets fisted in Vv 6de0lak It is neNarledon the <br /> <br />DRAWING <br /> <br />0 envoS Iowa rolm,en m" ? <br /> <br />cn.a <br /> <br />sx mpaz <br />CLIENT: Climax Molybdenum Co. • Clvnax, CO <br /> U) #3 Dam Seepwater Pump System x.aa ww <br />express con?tion that d Shad not be reprod-d,copied. 5 Q IeRmr pck, Sisk, R-Onr g. 1 DfavnR <br />?' <br />norwed/aany W-purpoea then tm~,I° <br />d <br />" <br />t <br />l <br />h <br />t <br />th <br />ri <br />d DATE: 11/2/07 Lu &ee, <br />"w LIME SLURRY TANK 1051.23.0 <br />S 1 D3PS- <br />M'l)5 <br />epec <br />c <br />y <br />wn <br />s <br />e <br />m <br />wN <br />e p <br />or aldten mamtl of .ax,w wa <br />sefd LyKek Incorporated. n DETAILS AND DATA NoNe <br />SEE REDUCER <br />MOUNTING <br />DETAIL B <br />STIFFENING AND SUPPORT <br />RING AS NEEDED <br /> <br />10" REF <br />II <br />II <br />I? <br />II <br />II <br />II <br />14'-0" 3/4" THICK x 10'0 <br />A.R. WEARPLATE <br />400 BRINEL <br />II HARDNESS MIN. <br />o a/ <br />-a-1'-6" <br />4 <br />3" -0" 9" <br />SEE PLAN VIEW FOR NOZZLE ORIENTATION <br />ELEVATION