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(BOTTOOM TOP AND ?WPLAN - <br />SEE 1/S-05 FOR REINF. 9. <br />TOP WI AT <br />? 4/S-05 OS SIMIMIIM <br />b <br />14 AT 18' O.C. o S, <br />HORIZONTAL PUMP SUPPORT BEAM - PUMP SUPPORT BEAM. - <br />SEE PLAN SEE PLAN <br />#4 AT 24- <br />VERTICAL- D.C.- - STEEL <br />10,7a0?'-I' IOC?700'-1- <br /> <br /> ° 1/2' EXPANSION JOINT <br />?N <br />5? <br /> PLAN <br />%S-0 <br />W/COMPRESSIBLE FILLER <br /> CONCRETE SUB ON GRADE CONCRETE SLAB ON GRADE <br /> <br />C <br />. - SEE PLAN - SEE PLAN <br />GRADE - SEE G-04 . <br />... CR/DE - SEE G-04 <br />° <br /> Al; INNpi <br /> (2) 15 TOP BARS - LAP <br /> W/AAMCENT REINF, EACH ° <br /> SIDE OF OPENING - SEE <br /> GENERAL NOTES <br />/4 AT 24' O.C. <br />• <br />HOOKED DOWELS - ° . <br />ALTERNATE HOOK <br />DIRECTIONS <br />CONT. IN SEE DETNL 1/5-05 <br />(145 <br />G FOR REMAINDER ; A <br /> <br /> e ? .s . <br />e.. <br />f ' 1 TYPICAL FOUNDATION WALL <br />S-02 !L-05 ,/,• I'-0' <br />(` 1 TOP OF WALL AT DOORS <br />5-02 S-05 3/4' . 1'-0' <br />I0' 9" <br />3 1/2"? 3 I/2" <br />3/4'xl2'xl4' BASEPLATE <br />W/4-1.Ox12' EMBED. <br />+ Z' HOOK ANCHOR BOLTS <br /> <br />EMBEDDED PL W <br /> -SEE 12/5-05 <br />? <br />A <br /> L <br /> ((2? I6 TOP - <br />SLEEVE IN FDN. WALL k D BOTTOM o <br />FOR 36'0 HOPE - SEE I rc <br />' PLAN FOR LOC. <br />4 VENT <br />-FASTEN PIPE <br />SECURELY PER . <br />12' O.C. <br />MANUF. RECOMM. C <br /> 0 <br /> T ? <br />W of j CF OF PIPES <br />I ?? w <br /> ' MIN. 2-/5x7'-0' <br /> VERT. BARS EACH <br /> SIDE OF OPNG'S W <br /> U <br />p4 <br />CONT. DUMB BELL * <br />WATERSTOP (4) SIDES VERT. LA <br />OF PR AA 12' O.C. ° •x <br /> <br />CO <br />T s:. w/ SID. HOOK <br />< <br />- ~~ <br />4 <br />< <br />N <br />. 2x4 KEY WAY <br />(4) SIDES OF PIT INTO STAB 1 <br />mrc <br />r <br /> % I4 HORR. <br />i <br />GRADE - SEE C-04 AT 12. O.C. <br /> to. <br />SLAB <br /> .' SEE PLAN <br /> <br /> <br />(W l PUMP PIT SECTION <br />S-02 S-05 3/4• - 1'-O' <br />CONT. EDGES W/ <br />HAS. AT 24' O.C. <br />WALL RONFORCING <br />CONCRETE SUB ON GRADE PROVIDE CORNER BARS <br />- SEE PUN SAME SIZE AND SPACING <br />10,7ao'-3- AS HORIZONTAL BARS <br />-T-f WGGNCREtE AT RN R <br />EMBEDDED PL - S? '? Y?\? <br />? <br />DELL 12/S-0 5 4 e IAXX?1/1?' <br />BAARSS W?360.LLE CORNER I4 <br />B <br />(2) 05 TOP AND BOTTOM <br />H FACE OF WALL FAC <br />/B AT 6' O.C. VERTICAL <br />AT 18. O.C. VERT. <br /> CONC. WALL <br />HBRIZ WALL <br />AT 12' O.C. HORIZ. <br />H FACE <br />PROVIDE DOWELS ~?F, <br /> SAME SIZE AND <br /> SPACING AS HORIZ. BARS <br />p AT INTERSECTION .: :,. <br />#8 AT - D.C. DOWELS <br />BHOOKS <br /> <br />n WALL SE <br /> <br />CTIO <br /> <br />N <br /> <br /> S-02 S-05 3/4' 1'-0' <br /> /4 DOWELS AT 1B' <br /> D.C. W/STD. HOOK <br /> <br />5 CONT. 2x4 KEY WAY <br />• <br /> (4) SIDES OF PIMP PIT <br />, <br />o <br />CONT. DUMB BELL <br />A' a <br />S <br />n WATERSTOP (4) SIDES <br />OF PUMP <br />Saw CuT SLAB AEINF. -SEE PLAN <br />SLAB ON GRADE -ry---- D ALTERNATE BARS <br />-SEE PLAN AT JOINT LOCATION <br /> T.O. SLAB <br />SEE PLAN <br /> . <br />- • <br /> I <br /> I <br />PUMP PIT SECTION SLAB CONTRACTION JOINT <br />S-1?2L!5-05 S-OS SEE FOUNDATION PLAN. SHEET S-02 <br />3/4• = 1'-0• S-!J 1• - V-0• <br /> . <br />FOR JOINT LOCATIONS <br />3/4' BASE PL t 1/2" 314'0 ANCHOR BOLTS W/ 1/2' EXPANSION <br />-\ ?Q C. <br />-\I 3/16 ON 1'4 NON- Tm 2 STD HOOK AND r JOINT <br />SHRINK GROUT . EMBED. INTO CONCRETE J? SLAB ACTION <br />(4 REO'D EA PL) JONT=B <br />3/16 GRID <br />LJJ GRID BEDDED Lt I/2xl 1/2 <br />COL & ,ASE PL • STEEL GRATING - x3/16xCONT. W/3/8'0x2• =4 SEE PLAN IL STEEL BUILDING COLUMN 1 •x8'xO'-8• PLATE a t: COLUMN LA CONCRETE GENERAL NOTES PERIMETER OF OTRENCH . <br />AND FOOTING •/ 2'0 HOLE FOR & FOOTING COLUMN IS SET STEEL BEAM <br />CONN. TO K-BRACE ROD - SOLA1171 LL ON GRADE I I i --\ <br />+Y I/2" MAX, <br />-- NCOG SEE LUM -SEE SLAB PLAN COLUMN ° SEE PLAN <br />PROJ. MOUNDS E .-BRACE FILLET A C COL. & BASE PL x STEEL <br />m. m. <br />CONC. CM - SEE 9/S-0 1W IV <br />' <br />SEE PUN ANCHOR BOLT <br />EACH SIDE OF <br />'^ \ °.. ° b ./ ° \\\ BEAM WEB a <br />g TYP. CO MN ISOLATION JOINT <br />EI .E, s-02 s cis -TOP of WALL <br />DETAIL NOT USED /?//\ SOME CASES <br />8' CONC. WALL BEYOND B' , W z <br />-SEE DETAIL to-as w%siD?HOaiuBlro aoT. •? U ° ?i\\//? °\/%\?/ .i 1%z Igo' ,!L <br />OF FOOTING W//4 CLOSED As •, • ANCHOR PAD WITH 3/4'0 c y\ ..o- /\/\y CENTERED ON <br />77. A- TIES AT 12' O.G. , EXPANSION BOLTS will 3' BEAM WEB 3 <br />t ( 4 EMBEDMENT INTO SLAB CONC. SLAB ON GRADE <br />\ \ I / /. CONCRETE PAD w/ W.W.F. ?CONCRETE <br />AND 3' PROJECTION IN1D -SEE PUN / / / W F SEE PLAN <br />SEE PLAN FOR FOOTING • I .• FOOTING REINF. - 6x6-WI.4xWl.4 AT MIO PRO. LOCATE EXPANSION WALL <br />\/? '\\/PiQa\/??\\\\j\\`J \ <br />\// _ ..I •... /?/ - SEE PLAN DEPTH OF PAD V-0" BOLTS AT EACH CORNER, A ' •. vl- / 'I \ SE CHEDULE ON PLAN TYP. AT CENTER, AND AT SEE <br />\ . / SLAB 16'-0' O.C. MAX AT PERIM. P? <br />FLOOR <br />SEE PLAN-\ W a t t FLOOR TRENCH DETAIL tz BEAM BEARING DETAIL <br />1 41. - <br />g IS LATED COLUMN FOUNDATION d ; S-02 S-0s SEE PAN FOR LOCATIONS 1 1/2 .1-0 S-0Z S65 3/4' 1'-0' <br />'.: s-02 S-0s 1' 1'-0' AND DIMENSIONS <br />DETAIL NOT USED SEE LEFEVER STAMPED STRUCTURAL <br />i3 PILASTER AT BUILDING COL. to TYP. HOUSE KEEPING PAD DRAWNGSFORPRE-FABRICATED BUILDING <br />5-02 S-OS 3/4' I'-0' S12LS-05 1 . .-a . CONNECTIONS TO CONCRETE FOUNDATION. <br />Ixuwmxp. FEfFPfNCE Thus&awny fcgeUer with its penN eledmsio meda Me N0. pATE YApf By f]m. BY REIAIRxS File Rem,d Retard By Dib Climax CONSULTING ENONEERS <br />w istMpropedyofW. W.Hhaeler4Assodaw,wilMss p Nne As xa 8.?.,.o.-ni,-8?, ?. ate, u Sludge Management Project ? fiC.HAUR 255131a mcET <br />"" k <br />U otherwise exceged, arsupersededayweWenagleemelx RECORD m Bnavs nK jce w-it w,c.?v.m,. aaat^? D.- CErtax Mum ASSOCIATES, INC. 6011111101. CO 60301 <br />w 0 v w w. skirl R-,J on,-, nm?Bl Check CLIENT: Climax Molybdenum Co. • Clinax, CO <br />w with thedientlisted inthetmedbck.It6fmrkslwdwthe DRAWNG <br />w expressmMitionthat 9shelf ndheregoduel,rnpe4 p #3 Dam Seepwater Pump System p??xaa m DMawnaN <br />LU noresedraranydherpuryosethanibr t Axis DATE 1111107 0.w Q >a,e.,,,?,ee Foundation Details 05134 D3P5- <br />spedhcaNyAanisMdwiNoultheprw%cifen consent of x8ew atnek 1 s_e S-05 <br />said W W. Wfiefer 6 Associates n 1 NONE