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MICROPILE SCHEDULE <br />LOCATION <br />DIAMETER <br />REINF. <br />BEDROCK PEN. <br />LS1 -LSB. LS1 -LSC, <br />LS2 -LSB LS2 -LSC <br />B. <br />NO. 10 <br />8 FT. <br />ALL (3) 1OOTNS HER <br />LOCA1 <br />8' <br />NO. 7 <br />5 FT. <br />ROUGHENED <br />T.O. FIG. <br />n TYPICAL MICROPILE DETAIL <br />FTG. REINF. <br />-SEE 4/S3.0 <br />T.O. WALL EL <br />SEE PUN <br />sA DETAIL AT SLAB STEP <br />T.O. WALL EL <br />SEE PLAN <br />ROUGHENED TOP <br />OF WALL <br />FOUNDATION WALL - <br />SEE PLAN <br />5 DOWELS W/ <br />HOOK - <br />LAP W/ SLAB <br />REINFORCEMENT <br />GRATING PER <br />MANUFACTURER <br />1' = <br />CONC. SLAB ON GRADE - <br />#4 CONT. HORIZ. / SEE PLAN <br />EACH SIDE OF TRENCH <br />BEND SLAB REINF. AT STEP <br />6 6A SLAB DETAIL AT DOORS <br />S1.015 COORDINATE LOCATIONS AND EXTEMS OF TRENCH 1' - 1' -0' <br />DRAINS WITH ARCHITECTURAL. DRAWINGS. <br />CONCRETE FOOTING <br />-SEE 2/S3.0 FOR ADD'L <br />INFORMATION <br />T.O. BEDROCK EL. <br />- 9161' -6'A ink <br />VERIFY W/ SOILS IMF <br />ENGINEER - <br />SEE NOTE BELOW <br />VERTICAL FULL-HEIGHT <br />REINF. WITH STANDARD HOOK <br />AT TOP OF PILASTER <br />- DO NOT SPUCE <br />- CENTER REINFORCEMENT <br />IN MICROPILE <br />- SEE SCHEDULE FOR SIZE <br />CONCRETE DRILLED <br />MICROPILE - SEE <br />SCHEDULE FOR SIZE <br />51.0 53.0 MDIE: OVERALL MICROPILE LENGTH IS BASED ON 3/4' - 1 -0' <br />PENETRATION INTO BEDROCK. VERIFY WITH <br />SOILS ENGINEER. <br />REBAR POSTONER 24' FROM <br />BOTTOM OF BAR AND MAX <br />15' -0' O.C. - MINIMUM 2 <br />POSMONERS PER MICROPILE <br />- USE 'UNISPACER' SERIES <br />BY FOUNDATION TECHNOLOGIES, <br />INC. OR EQUIVALENT <br />NOTE REINFORCEMENT AT <br />'6A' IS IN ADDITION TO <br />REINFORCEMENT SHOWN <br />BELOW AND ON PLAN <br />B.O. SLAB EL s <br />SEE PLAN <br />IN PLACE TRENCH BY <br />J.R. SMITH - TRENCH INVERT <br />ELEVATION = 9178' -1 5/8" <br />AT SHALLOW END W/ OAS <br />SLOPE - COORDINATE DRAINAGE <br />REQUIREMENTS WITH <br />MECHANICAL DRAWINGS <br />TRENCH DRAIN AND <br />6'0 STD. STL PIPE. <br />FILL NTH CONCRETE. <br />16'0 FOOTING <br />MICROPILE REINF. - <br />SEE 1/S3.0 <br />\/\ <br />SEE 5 .1 FOR <br />COLU N S3 BASE PLATE <br />CONTINUOUS STEM <br />WALL SHOWN DASHED <br />FOR CURRY - SEE <br />PLAN <br />SEE FOR S3.0 FOR <br />REINFORCEMENT <br />SLAB-ON-GRADE -SEE <br />PLAN AND DETAILS <br />3/S3.0 AND 4/S3.0 <br />. 1 1 j3 CLOSED TIES <br />in 1 AT 8' O.C. <br />i COLUMN FOOTING <br />INTEGRATED COHT. <br />FOOTING - SEE PLAN <br />��- <br />I- w <br />I� woli <br />n TYP. BOLLARD ELEVATION <br />51.0 53.0 <br />(4) Y7 WTTH <br />90' STD. HOOK AT <br />BOTTOM <br />Sn� <br />T.O. WALL ELS) <br />SEE PLAN <br />-0 ^U <br />B.O. P LA. Fl. <br />SEE PLANPLANII <br />("2 <br />` TYPICAL PILASTER DETAIL <br />51.0 53.0 3/4' - 1' -0' <br />NEW SLAB-ON- <br />GRADE <br />NEW FOUNDATION <br />WALL AND FOOTIN <br />BEYOND <br />9 T.O. WALL EL <br />SEE PLAN <br />® T.O. SLAB EL <br />SEE PLAN <br />ROUGHENED T.O. FTG. <br />(2) j5 M CONF. TOP AND <br />S B.O. FTC EL <br />SEE PLAN <br />j4 CONT. HORS. <br />n DOWEL DETAILS <br />SLAB DOWELS: 15 x 24' <br />W/ STD. VERT. HOOK <br />AT 24' D.C. <br />nEXTERIOR WALL DETAIL <br />1' -0' <br />WALL TOP DOWELS: <br />((2 x 30' <br />1V 8 ' PENETRATION <br />INTO EXISTING WALL <br />EXISTING <br />FOUNDATION WALL <br />DOWEL EPDXY: <br />HILTI 'HIT HY150' <br />TYP. ALL LOCATIONS <br />DUSTING SLAB - <br />ON -GRADE <br />SLAB DOWELS: <br />415 x 30' LAPPED <br />W/ SLAB REINF. <br />W/ 8' PENETRATION <br />IWO EXISTING WALL <br />WALL BOTTOM DOWELS: <br />(2) j5 x 30' LAPPED <br />W/ WALL REINF. <br />W/ 8' PENETRATION <br />INTO EXISTING WALL <br />FOOTING DOWEL <br />(1) j4 x 30' LAPPED <br />W/ FOOTING REINF. <br />W/ 8' PENETRATION <br />INTO EXISTING WALL <br />S7.0 NOTE: WALL AND SUB REINFORCEMENT 1 = l' -0 <br />OMITTED FOR CLARITY. SEE DETAILS <br />THIS SHEET FOR ADDTONAL INFORMATION. <br />#4 VERT. 0 18' O.C. <br />11111 <br />1111 <br />it i t <br />iI i i <br />SLAB D BOTTOM �� <br />NOTE: BOTTOM NOTE: BOTTOM <br />EAST-WEST U ` AT 32' O C <br />SLAB BARS SPAN SLAB BARS SPAN <br />- Pi <br />/ CONC. SLAB - SEE PLAN <br />B.O. SLAB EI.. T.O. SLAB EL <br />EAST-WEST <br />SEE PLAN v SEE AiMil EL SSFE PLAN �� . \.\ ii/ <br />=!n <br />DOWELS TO MATCH VERT. <br />REINF. <br />j5 NEWT. BARS <br />AT 32' O.C. <br />CENTERED IN <br />GROUTED CELLS <br />j9 GAGE 'IADUR <br />TYPE' DUR -O -WALL <br />BED JOINT REINF. <br />AT 18' O.C. - TYP. <br />j5 TOP <br />CONC. SB - SEE PLAN <br />10 G SADDLE WELDED <br />TO PIPE AND DUCT <br />3 1/2'0 STEEL PIPE <br />EMBEDDED IN CONC. <br />EXISTING BEDROCK <br />LEVELED WITH FLOW <br />FILL <br />S1.0 53.0 <br />#4 CONT. HORIZ <br />Mk B.O. FTG EL <br />SEE PLAN <br />SLAB DOWELS: j5 x 24' <br />W/ STD. VERT. HOOK <br />AT 24' O.C. <br />nCMU BEARING <br />51.0 <br />V <br />0 <br />SI <br />f3 <br />2 <br />BLOWER DUCT SUPPORT DETAIL <br />DOWELS TO MATCH VERT. <br />REINF. <br />8' NOMINAL CMU BLOCK <br />T.O. WALL EL <br />SEE PLAN <br />j5 VERT. W/ STD. HOOK <br />IN FTG. A D.C. <br />f l EXTERIOR SLAB CONTRACTION JOINT <br />51.53.0 1' = 1' -O' <br />ROUGHENED TOP OF FTG. <br />S.O� <br />SEE PLAN <br />0. SLAB EL. <br />SEE PLAN <br />DETAIL <br />3/4' 1' -0• <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 />DESCRIPTION OF REVISION <br />REFERENCE DRAWINGS <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 />SHEET No. <br />NO <br />m981 <br />8908 2 <br />3272101 1 <br />22X1 2 <br />IRE 3 <br />8908 <br />1272 <br />8312 6 <br />8901 T <br />DATE <br />06-16 -10 <br />06 -22-10 <br />06-90 -10 <br />o6 -t8-10 <br />11-09 -10 <br />11-23-10 <br />12-17-10 <br />01 -12-11 <br />D®CP110N <br />P®01 <br />1111 <br />SEMI 2 <br />1021162102 BRIM <br />100112111100D0641113 <br />1919 <br />694 <br />NORD 0811069 <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />2551 31st Street Boulder, CO 80301 <br />303- 444 -9121 (v) 303.415 -1070 (n <br />envssichaut.com <br />mi; e a° u. emtm. W oot to mot <br />the owl .t the mow. <br />4 - ion be ..Ie.t a . b 4. <br />wn.ss xmx. nos . t ores Ito vat <br />LAE BAKER <br />PRO C1 <br />HENDERSON MILL <br />1B'�Oi 2 COMITY RD. <br />NO.3 <br />PARSHALL, CO <br />DISE <br />DRAWN: <br />CHEMED: <br />00 -16-10 <br />NES <br />10B <br />DRAWING 117T25 <br />FOUNDATION <br />DETAILS <br />SCAM <br />PR010LT NO: <br />NOITO <br />LOON <br />DRAWING NO. <br />83.0 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />