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I " <br />CONTI uous <br />W12X65 L <br />�o <br />06 %8_M <br />/4 <br />''II <br />it <br />1 <br />, T <br />, <br />• <br />TT�� z <br />E a <br />�UVI <br />I <br />W Xb <br />O / 0, <br />® Hp /Y WBX10 <br />� <br />pp N <br />[ <br />H q ix <br />t <br />_ <br />• <br />`�.G' <br />CMU WALL / <br />SEE 4/5 <br />TOR REIN /F/ <br />STEEL GRATING <br />/ <br />GENERAL <br />3' <br />" <br />____ <br />-1 /4 <br />- <br />4 <br />N O X8M <br />q / <br />, / <br />,T <br />-SEE <br />® <br />I I <br />W8X10 <br />S1 0 <br />■� <br />OO1.1f1N000S <br />w8X40 W12X65 COL I <br />.1 <br />J <br />STEP FTG. <br />I\ <br />T.O.W. EL <br />- 9178' -6" <br />B.O.F. EL <br />9174' -0" <br />St.O 53.0 <br />T.O.W. EL <br />= 9176' -0" <br />INDICATES MXSOPILE <br />TIP. 7 LOCATIONS <br />-SEE 1 53.0 <br />1 -0" <br />I0" <br />1 <br />L_ <br />S <br />S1.0 <br />0. SLAB EL <br />9176' -5" <br />8 B.O.F. EL <br />S3.0 <br />S3.0 <br />T.O. EXISTING SLAB EL <br />176 <br />6' -4 1/2" <br />9174' 10" <br />STEP SLAB <br />' <br />1\ <br />T \ <br />\ / <br />I \ iii -/ . r <br />\ / n I <br />�_� \ / N <br />1 x r _if /- <br />CO I /-\ I AL -. - <br />f 1 J / STEP T.O.W. <br />10" / CONCRETE SLAB -ON- � <br />GRADE W/ /5 AT 6" <br />�, <br />SLAB ELEVATION a �;D 1311: <br />' 9176' -2" W ,,, c <br />^` I I \ \ <br />STEP B.O. Fro. <br />.O.F. EL • <br />= 9175' -2 _ <br />7' -11" / <br />\ / <br />T0. SUB E <br />9176 -8 7YP. <br />/ \ m STEP <br />/ / \ FTG. <br />CONCRETE SLAB -ON" r <br />GRADE W #5 O 6" h I <br />O.C. E.W. - B.O. <br />SLAB ELEVATION \ <br />9175' 10" <br />8 1/2" <br />6" <br />-1 <br />STEP <br />T.O. FTG <br />.1: <br />1B' -11 "± F.V. <br />SLAB CONTROL <br />JOINT AT EXTERIOR <br />SLAB ONLY <br />I <br />1•- <br />T.O. SLAELEL <br />9176' -6" <br />I' B.O.F. EL <br />= 9174' -11 1/2" <br />T.O.W. EL <br />FTC. <br />9179' -0" <br />TSB <br />V <br />SAW -CUT EXISTING WALL <br />� <br />`51.0 53.0 - <br />T.O.W. EL. <br />9175-NT- <br />B.O.F. EL <br />= 9174' -6 <br />STEP - <br />BOLLARD <br />FOUNDATION PLAN <br />FTC. <br />3' - 10" <br />S1.0 53.0 <br />• I <br />4'-51 <br />1 -10 1/2" <br />n <br />1 .0 53 <br />1 0 53.0 <br />SHIPS LADDER <br />-SEE 853.1 <br />FOR E D: <br />20 -I <br />22' -1" I <br />YI <br />NOTE: MICROPILES SHALL BE CENTERED BELOW GRID <br />INTERSECTIONS, U.N.O. <br />1 <br />3' -4 1/2" <br />FLOOR TRENCH <br />- SEE ARCH. DWGS. <br />- SLOPE TO DRAINS <br />PER MECH. <br />-TIP. 3 LOCATIONS <br />T.O. EL <br />9176 <br />12 -2 <br />11 <br />SLOPE SLAB <br />DOWN MIN. <br />1/4" / FT. <br />TIP. <br />6" CONCRETE SLAB-ON-GRADE <br />W/ #4 AT 12" O.C. E.W. <br />CDITED IN DEPTH OF SLAB <br />-REBAR SHALL BE EPDXY - <br />COATED PER ASTM A 775 <br />-SEE SUBGRADE PREPARATION <br />NOTE AT RIGHT <br />J <br />r <br />1/2 1' -0• <br />T.O.W. <br />T.O. SLAB EL 0 DRAIN <br />9176'- 2 1/4" <br />7 -4 1/2" <br />3 <br />51.1 .3 <br />T.O.W. EL <br />= 9175' -5" <br />91 6 -6 <br />1 -7 3/4" <br />1 SLAB EL <br />- -r <br />CONCREThI7LE -ON= <br />GRADE W/ #5 AT 6" <br />O.C. E.W. B.O. <br />SLAB ELEVATION <br />9175' -7 1/2" <br />T . O� 176 -8 <br />8" <br />1 -0" <br />V <br />1' -8" <br />L <br />T.O. SLAB Fl.. <br />9176 -5 <br />-- <br />I <br />.L <br />- STEP <br />- T.O. FTG. <br />T.O. EL <br />9 178' -6" <br />TIP. <br />B.O.F. EL <br />- 9174' -0" <br />n <br />51405.0 <br />BOLLARD <br />n <br />S 1..43153.0 <br />N <br />, .,FOOTING TYPICAL <br />V (4) LOCATIONS: <br />14'- 0 "x4 -0 "x12" <br />WA(i) REONF. MATS <br />MAT TO BEMTTO BE <br />(5) #6 EACH WAY <br />P T.O. FTG. .I <br />TIIRGRADE PRFPARATION RFI OW <br />Fx1ERIOR SI AR- ON- GRAnE; <br />REMOVE D(ISTING FILL TO A DEPTH <br />OF 9171' -2 1/4" AND REPLACE <br />WITH COMPACTED ROAD BASE <br />(COOT CLASS 5 OR 6). COMPACT <br />ROAD BASE TO 100% STANDARD <br />PROCTOR DENSITY WITHIN 2% OF <br />OPTIMUM MOISTURE CONTENT. <br />AS A SUBSTTUTE, FLOW FILL <br />COMPLYING WITH ACI 229 MAY <br />BE USED IN LIEU OF ROADBASE. <br />NOTE: SEE SHEET 57.2 FOR <br />ADDmONAL REQUIREMENTS <br />S1.0 S3.1 <br />S1.0 53.3 <br />N <br />CONRNUOUS <br />HSS5X5X1/4 COL <br />CONTINUOUS <br />HSS5X5X1 /4 COL <br />CONTINUOUS <br />W12X65 COL <br />LSB <br />0 <br />NOTE ALL W8x40 <br />TO COLUMN COINS. <br />SHALL BE MOMENT <br />CONNECTIONS - <br />SEE 1/S3.1 <br />DOOR <br />51.1152.1 <br />UPPER LEVEL FRAMING PLAN <br />CONTINUOUS In <br />W12X65 COL.. <br />NOTE TOP OF STEEL ELEVATION 9184' -6" 1/4" <br />EQUIPMENT SUPPORTS AND <br />PENETRATIONS: - W8x10 <br />BELOW ALL SUPPORT POINTS <br />- L4x4x1 /4 ADJACENT TO <br />OPENINGS 12 "0 OR LARGER <br />- G.C. COORDINATE ALL <br />PENETRATIONS AND SUPPORT <br />LOCATIONS WITH EQUIPMENT <br />SUPPUER <br />tS2 <br />CONTINUOUS EDGE <br />ANGLE AT PERIMETER <br />BEAMS: L5x3x1/4 (SLV) <br />This drawing together with any and all additions, correc- <br />tions, changes and alterations thereof is the property of <br />Climax Molybdenum Co. and is furnished on the express <br />condition that it shall not be reproduced, copied, lent, or <br />disposed of directly or indirectly, nor used for any other <br />purpose than for which it is specifically furnished without <br />prior written consent of said Climax Molybdenum Co. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />2 <br />3 <br />4 <br />5 <br />DATE <br />BY <br />SCALE <br />PLOT SCALE <br />INVERT OF SCALE <br />COMPUTER FILE: <br />.DWG <br />PAPER SIZE D <br />ENGINEER: <br />DRAWN BY: <br />CHECKED BY: <br />APPROVED BY: <br />APPROVED BY: <br />DATE <br />CLIMAX MOLYBDENUM COMPANY <br />19302 COUNTY ROAD No. 3 <br />PARSHALL, CO <br />(303) 569 -3221 <br />ISSUES <br />NO. <br />MOE1 <br />EMI 2 <br />AMOX 1 <br />COON 9 <br />BR <br />BEI 4 <br />6311 5 <br />BR <br />6309 7 <br />63068 <br />DAMN <br />88 -18-10 <br />08 -72 -10 <br />08 -90-10 <br />011 -Oh10 <br />00 -18-10 <br />11-09 -10 <br />1.23 -10 <br />12 -17 -10 <br />01 -I2 -0 <br />16-08 -0 <br />EISCRIPTION <br />1t>i <br />M1811001 <br />MOWN 2 <br />0235211011 <br />190111131011 ITIEBB <br />110M16 0089308 <br />A9 9 <br />694 <br />REM 99111915 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Street Boulder, CO 10301 <br />303 - 444-9121 (v) 303 .415 -1070 (I) <br />OVUM xmrm. xr nr <br />Yelp d m° r <br />tyo tear. x4. <br />Otero of . . <br />m Comas don M ,t on b by go <br />- a "moo.. xw Oho mu! <br />PH00C7: <br />LLLE �8LAK R <br />PROJECT <br />�HEIyN�D� COUNTY LL <br />19302 U\ 1 1 RD. <br />NO.3 <br />PARSHALL, CO <br />DATA <br />O RA70: <br />C06= <br />DBAT00 ULM <br />FOUNDATION <br />AND PER <br />LEVE I" m Q <br />SCALE <br />PROJECT No: <br />00 -16-10 <br />108 <br />1171 <br />- 1• -0" <br />10008 <br />I mar= NO <br />81.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />SHEET No. <br />DWG No. REV. Let. <br />