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A) ( B ) (C <br />DECK PLATE THIS AREA TO <br />EXTEND TO FACE OF EXTERIOR <br />WALL PANEL INSTALL FLASHING <br />AT WALL PANELS TO ROUTE <br />WATER ONTO DECK PLATE. PLATE <br />JOINTS ARE TO BE WELDED <br />CONTINUOUSLY FOR A WATER- <br />PROOF SURFACE-1 <br />1 ° <br />PEQPA / _ <br />-0' 0.. MNC? BELOW TO MATCH BLOC. i <br />EXTERIOR ULSIPES <br />THIS SURFACE HAS A RATED UVE LOAD CAPACITY OF 125 PSF FLOOR SUR FACE i0 BE <br />- GC TO PROVIDE AND 1/4' STEEL CHECKER PL. <br />INSTALL A SIGN LISTING m T.O. DECK 1= 112'-0' <br />THIS INFORMATION NEM ISTS <br />THE ACCESS LADDER \ ; mo) OVABLLE GUARDRAIL <br />5 E SLAB <br />\ v HOLES IN GRATING (3) LOCATIONS <br />`-UDDER+y HOLES IN DECK PLATE AT INSTALLED <br />I 4N iJ PUMP LOCATIONS (2) - <br />EXTEND METAL PLATE COORDINATE HOLE SIZE AND LOCATIONS <br />1' BEYOND EDGE OF W/MECHANICAL <br />METAL WL PANEL r_ <br />I I <br />I I <br />I <br />STEEL BAR GRATING: <br />PER GEN. NOTES, AND <br />1/4' RY-GRIP PLATE <br />WALKING SURFACE - <br />OMIT PLATE AS REQUIRED I <br />FOR DRAINAGE - OMIT I <br />PLATE AND GRATE AT <br />PUMP LOCATIONS <br />WBr40 PUMP <br />sEE ELEVAnoNS 5'-2 1/2' SUPPORT BEAM <br />I <br />FOR ENTRY CANOPY I- <br />FRAMING - TYPICAL <br />T.D. SLAB <br />SEE 5-02 I <br />I <br />it N?! <br />4 <br />1'-10 1/4' 3'-6 3/8' 2'11 <br />2'-11 3/4' 2'-11 3/4' 5'-2 1 <br />STEEL BAR GRATING: <br />15W4, BY TRUWELD <br />AT TRENCH DRAIN - <br />13 <br />---- r--------------- <br /> <br /> <br /> <br /> <br /> <br />REA ACCESSIBLE - - <br />I <br />I <br />I <br />I <br />1 <br /> BY BRIDGE CRANE <br />I <br /> <br /> <br />SLURRY TANK WITH I <br />I <br /> LADDER AND PLATFORM I <br /> <br />b BY LYNTEK <br />? <br />I <br />1 <br />I <br /> PRE-FABRICATED HATCHES ADDED <br />t I <br />I <br />Sim. I <br />1 4 I <br />' <br />' <br />I -2 1/2 <br />5 <br />S-03 S-( S <br />J <br />_ <br />I _________________ <br />2- LEDGE FOR _\ <br />n INSIDE FACE <br /> GRATING OF WALL <br /> PANELS <br /> <br />A) ( C ) ( D ) (F <br />1 PUMP STATION <br />GENERIC AAJUWGEMEM <br />0 4 8 12 <br />Scale in Feet <br />CRAW. NG NO. pFFEREUE <br />w <br />U <br />W <br />X <br />w <br />LL <br />Of <br />TMa da-V A ptherwdh ft tared eA,.(-meda hb <br />a the property of W. W Nfieebr d Aawdates, Lff*= <br />W hentime,,Wed. ordgpersededby wrdtn apeemerd RECORD <br />Z <br />with Wndi.n1istedAlMMle DIOWA/turuN.dWonthe DRAWNG 2 <br /> Cn <br />express condition that d shah not he reprod-W, roped, w <br />mrusedforany other pvpmethen rG-which lu DATE 11/1/01 <br />speaAmey hmishd wdfwM The pion wedlwr mraeM of <br />said W. W Wheeler 6 Asmdelas <br />0 ENTRY & INTERIOR FRAMING 4PLAN <br />PLAN 1. SEE GENERAL NOTES, SHEET S-01, FOR ADDITIONAL INFORMATION <br />AND REQUIREMENTS. <br />2. INSTALL FIRESTOP SEALANT AT ALL PENETRATIONS IN WALLS OF <br />ELECTRICAL ROOM. <br />3. BAR GRATING AND ALL ITEMS EMBEDDED IN CONCRETE ARE TO <br />BE GALVANIZED. <br />4. 1/4' THICK STEEL DIAMOND PLATE MAY BE SUBSTITUTED FOR <br />RY-GRIP PLATE ABOVE THE GRATING IN THE WET WELL AREA <br />5. AT THE ELECTRICAL ROOM, PROVIDE 3'X7' STRIP DOOR CONSISTING <br />OF 8' WIDE K 0.072' THICK ANTI-SCRATCH PANELS, PRODUCT <br />NO. H16-250307 BY BRUSSARD ASSOCIATES, OR APPROVED EQUAL, <br />AND NECESSARY STEEL DOOR FRAME TO COORDINATE WITH WALL <br />PANEL CONSTRUCTION. <br />wrt MAOB er am. er RBa9n¢ <br />01!196 J® RN R<bavdMCaMea Cedsq <br />amnz JLK KB bud t%'DwweYCtilO <br />,In- DC11 SUM R-,d <br />CnugR <br />0 <br />4 <br />Fite RaaN R-rd BY Dab. <br />p„ig Climax Sludge Management Project 151 aIC. BAUR CONSULTING ,,?IfING „ ENGINEERS <br />? <br />R ASSOCIATBS, INC. BOULDER, CD 80501 <br />? :1r r prs- ? I Cftrox Mine <br />pb , CLIENT: Climax Molybdenum Co. -Climax, Co <br />'1:1" #3 Dam Seepwater Pump System ,? 6.wM„ew <br />05134 QMn Noo' <br />*?,A tic Electrical Roam Framing Plan D3PS <br />M S-03 <br />r i/4'=1'-0' A .