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A <br />5 <br />m <br />? D <br />00 S-o2 5-09 <br />.- w <br />1 <br /> <br />4 <br /> <br /> FOUNDATION <br /> B.O. FOOTING WALL EACH <br /> - 10,696'-0' SIDE OF <br /> WET WELL <br /> <br />- <br />----- <br />- <br />- <br />------- <br />e'0 HOLE +J <br /> <br />I I <br /> <br />t0" <br />' <br />' <br /> o CENTERED L- --- -6 <br />--_-? s-02 s-05 T0. WALL - 10,705 <br /> <br />15 1/4' ABOVE <br />SLAB ELEVATION ' <br /> <br /> <br />T0. GRADE - 10.700'-0 <br /> ' <br />" B.O. FOOTING - 10,696'-0' <br /> 23 <br />-0 <br /> <br /> V-10 1/2" <br /> 8'-0 1/2"t I <br />I" <br />3'-7 i! <br />T-5 1/2"t <br />19' 6" <br />0 i 0 O <br />36'0 HOPE PIPES- <br />CENTERED 5'-6't <br />ABOVE TOP OF <br />SLAB AT WET WELL <br />1 PUMP STATION <br />GENE1WlARRANGENENT <br />0 4 8 12 <br />Scale in Feet <br />OPAWrG NO. REVEREN <br />W <br />U <br />W <br />C <br />w <br />LL <br />W <br />C <br />© FOUNOTES NDATION PLAN 1/4- I-o' <br />I. SEE GENERAL NOTES, SHEET S-01, FOR ADDITIONAL INFORMATION <br />AND REQUIREMENTS. <br />2. TOP OF FOUNDATION WALL ELEVATION - 105'-0', (10705.5'), <br />TYPICAL UNLESS NOTED OTHERWISE T.O.W. - <br />3. TOP OF AWN FLOOR SLAB ELEVATION - 100'-0', (10,100.5'), <br />TYPICAL UNLESS NOTED OTHERWISE <br />4. CENTER COLUMNS, PILASTERS 4 FOOTINGS ON GRID LINES <br />-TYPICAL UNLESS NOTED OTHERWISE. <br />5. T.O.F. - TOP OF FOOTING ELEVATION, B.O.F. - SOT. OF FOOTING <br />6. LOCATE SLAB CONTROL JOINTS AT 15'-0. ON CENTER EACH WAY, <br />MAMMUM, SE DETAIL 6/S-05. <br />7. UNLESS OTHERWISE NOTED, FOOTINGS AT PIASTERS SHALL BE <br />A MINIMUM OF 2' LARGER IN PLAN THAN THE PILASTER. <br />Dm <br />llJs drawing togWhw with its parent Wed-media Me - MR M .p CKD.eY REMMKS FR. Ramd RRmid By <br />is the MWeeyofW W. WheererBAss-efes. crdeSS Q OlDa6 ice JCB RN-vd a, CanMe-ad6w <br />? Deep AM <br />oft- -Pted,oswpenededdywrNenagreemera RECORD Z 8 Gram stK me M-dF,conewen 1fix Dawn <br />wahBwe.naeeernlMraxebw nrsnmMeonrM DRAWING <br />e <br />-wl <br />DCM <br />sm. <br />Re-m D,-:0, <br />n°rsus <br />CMG <br />Jm <br />r <br />arpreas anmtim that dshag rwlMnrpreme:ee, roped <br />nosed mrenya(he,pnp-men W~nw DATE: 11/1/07 Lu Q PJB r <br />speanfanyNmisMd wMou wxforwsxhn axtsemd xaw, mnwe r <br />said W. W wheeler d Assodates. Q <br />E <br />S-0285-09 <br />1 <br />SEE LEFEVER STAMPED STRUCTURAL <br />DRAWINGS FOR PREFABRICATED BUILDING <br />CENTER COLUMNS ON EAST AND WEST WALLS <br />LOCATED AT WALL MIDPOINTS <br />Climax Sludge Management Project X BAUR CONSULTING ENGINEERS STREET <br />2551 <br /> <br />ASSOCIATES, INC. <br />dL <br />9WLOER <br />CO 80501 <br />Cfinwx Mine , <br /> CLIENT: Climax Molybdenum Co.-Climax, CO <br />#3 Dam Seepwater Pump System Ga-~?- <br /> Drawln0 No <br />Foundation Plan 05134 D3PS-S-02 <br /> s-3 <br /> <br />114" = 1, <br />-a- IL <br />15'-0" 4'-6" 20'-0" <br />16'-4.. 3'-O" 4' 0 3/4.. 14'-0" <br />FIELD COORO. RE'. ELEC. ROOM <br />12'x7'-0'x7'-0' FOOTING <br />w/ ?6 0 12' O.C. E.W. <br />TOP AND BOTTOM <br />-TYP. THREE PLACES <br />F -- --? 02 S_ 5-02 5-OS f TO. SL40 - - - - - - - - - - - - - - - - - <br />' m1 <br />-02 S-05 <br />I <br />T.O. axe ? <br />- -'---1 -------- <br /> -?---- 4 -------------- ----- ---L <br /> <br /> <br />\ <br />- I L <br />r <br />I <br />---- <br />s <br />-- <br />7 <br />-r-= <br />_ =_ <br />- =- <br />-- --- <br /> <br />J <br />I <br />I TREWH <br />- I <br />I <br /> \ <br />' ??? TRENCH DRAIN <br />/ ----' r------- --SLOPE,t_/4' a.-aye.- ra.aa. <br /> 1 1/2 <br />CONCRETE- <br />10 L- _ <br /> <br />_ <br /> <br />_ _ <br />_J <br />IL J 1 PER FOOT w-m t I w-to t <br /> I HOUSEKEEPING PAD \ 9 5-02 5-OS / <br /> . WIDTH w/ S- , <br />-COO / S-02 S-051 I \ <br /> . <br />I& EQUIP SUPPLIER <br />S-02 S-05 <br /> S-02 5-05 <br /> <br />I \ <br />15'-5 1/2"t <br />9 <br />o TOP OF SLAB EL I <br />/ IS EQUAL ON EACH <br />SIDE OF TRENCH <br />I <br />SLOPE 1 <br />4' <br />10 <br />\ <br />1 <br /> <br />1 <br />I <br />FIELD COORD. w/ ELEC. <br />S-02 S <br />OS / <br />IPER FOOT S_ S-05 <br />1 S-q S-OS <br /> CO NC. SUB I <br />/ ON GRADE W/W. I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />\ I <br />\ 1Y <br /> <br /> <br /> <br />1'-4' ? <br /> <br />' <br />m - <br /> I 8 TOP OF SLAB <br />I <br />P <br />I t\ <br />` <br />k <br />' <br /> <br />• <br /> <br />I A <br />O <br />0 ES UNIFORMLY <br />SLO <br />I <br />\ <br />4 I <br />I \ <br />CONCF <br />6 <br />I 1K1USF!(EEP <br />\ DI NG PAD <br />AND I <br />I <br /> I <br />FrG <br />' FRP LAD06(- <br />L SIM. TD 1/5 OB <br />( LO-CATIONS- T.O. SLAB <br />- ---- -- <br />-? <br />S -05 I <br />- _?= I I <br />I 10' MIN. THICK <br />NC. SLAB ON \I W/rANK 3 <br />/r. ON <br />W/ 6 AT SUPPLIER <br />LA 1A a <br /> . <br />I IYP. r- ------ - ------ ------- - <br />AT LOP ANO <br /> I S-02S-05 I \ <br /> <br />\ <br />A <br />1 TTOM OF STAB <br />2 MATS TOT / I \ y <br /> 1 \ , I I 5 <br /> ° / I \ 5 02 S-OG -r I I \ <br />n n 8" 11'-4" I I I / <br /> STAB <br />A <br /> ; <br />? <br />4 <br />SIM CONC. BLOCK <br />Tm STAB <br /> 5-02 5-OS I AT PUMPS - <br />/5- <br />' <br />' <br />' <br /> <br />\ / 23'-0" g" <br /> <br />1 Tp, 3 -0 <br />x5 <br />-0 <br />z <br />12' THICK TYP 14' CONC. STAB <br />I I <br />/ <br /> . <br />_S.?g?? / ON GRADE w/ WWF I \ <br /> I SLO.S? I I / 6x6 - W2.1xW2.1 Alk, <br />'- I 4 o <br /> I I " -AT TOP AND /5 AT <br />1 I S-02 OS \ I <br /> <br />I <br />/ I I f <br />12 <br />,4.C. E.W. BO <br />T. <br />'• <br />U _ - <br />- <br />-- <br /> <br />i o <br /> / T.O. SWB • 84 <br />-- <br />0 1 SLAB <br />SLOPES \ <br />I . <br />m <br /> / \ \ <br /> I N <br />?I / <br />4 <br />\ <br />AI <br /> <br />1.0. SLAB <br />j <br /> 1w_0 <br /> <br /> <br /> <br />\,r, 'I <br /> <br /> <br /> <br />THICKENED SLAB SCHEDULE <br /> <br />MARK <br />THICKNESS PLAN <br />DIMENSIONS Raf00RGNG <br />EACH WAY GOT. <br />A 12' 2'-6' x 2'-6' #4 0 12.O.C.