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s <br />s <br />y <br />Ill <br />SEE FOR SLIDE PLATE <br />CONRGURATION <br />0 <br />Z <br />BY <br />0 <br />1 <br />64 <br />0 <br />1 <br />EXISTING <br />GRADE <br />C <br />EXISTING PIER <br />q NEW FOOTING q PIER AT MAX. <br />POSSIBLE ADJUSTMENT <br />6' -0" 11' -0'I 3' -0" , 4' -0" <br />I <br />4' -0" 4' -0" <br />I I <br />I <br />- - - -- ---- fi----- - - - - -� <br />I I <br />I <br />I <br />I E STING BASEPLATE <br />lie <br />I I <br />I <br />I I <br />I <br />i <br />I I <br />I <br />EXISTING PIER <br />I I <br />I I <br />IL - - - -- — - — — — — — — — - - — <br />NEW PIER <br />4' -6" T 70-3" <br />14' -G" J <br />AQ_PLAN: FOUNDATION BENT_ <br />0 1 2 3 4 5 <br />I ' I SCALE IN FEET 1 1 <br />EXISTING BENT <br />COLUMN <br />/5 BARS O 6" O.C. E.W. <br />/5 TIES O <br />12" O.C. <br />3 -#8 BARS <br />2' -3" <br />0 <br />1 <br />t <br />0 <br />I <br />ih <br />0 <br />to <br />u <br />2" CLEAR TYP.- <br />3 -#8 BARS <br />O <br />ADJUSTED BENT <br />T'�T/COLUMN SEE e FOR SLIDE PLATE <br />/ S -� CONFIGURATION <br />EXISTING PIER <br />OUTLINE <br />�� GRADE <br />SLIDE PLATE ANCHORS - <br />SEE / S \ FOR SIZE & SPACING <br />NEW PIER <br />EXISTING BENT <br />COLUMN <br />EXISTING ANCHORS NEW PIER - <br />1 MATCH EXISTING <br />PIER ELEVATION <br />q <br />11 , .I '• , <br />09 REINFORCING <br />/9 REINFORCING .:t'.. , SEE <br />SEE .•:. .� <br />-- GRADE <br />EXISTING FOOTING <br />/5 TIES O 12. O.C. <br />0 1 2 3 4 5 <br />1 1 I 1 1 I I <br />SCALE IN FEET <br />r <br />/4 BARS O <br />6" O.C. E.W. <br />/5 BARS O <br />6" O.C. E.W. <br />M <br />w <br />I <br />NEW I FOOTING <br />N8 BARS O 6" O.C. <br />EXISTING BENT ADJUSTED BENT <br />COLUMN COLUMN SEED F SLIDE PLATE <br />CONFIGURATION <br />Ap V/ <br />I j L II I I I I <br />II I I 1 I NEW IER <br />II I 1 I I <br />jl 1 I I I <br />#5 BARS O 6" O.C. <br />EXISTING FOOTING <br />OUTLINE <br />#9 REINFORCING <br />SEE e <br />r /4 BARS O 6" O.C. <br />NEW FOOTING <br />/8 BARS O 6. O.C. E.W. <br />0 1 2 3 4 5 <br />SCALE IN FEET <br />CLIENT <br />9 99 INITIAL RELEAS ! NERM CDiTIFY THAT THIS PLAN WAS PREPARED <br />2 99 CENE REVISIONS k CERTIFICATION // ME 011 UNDER MY DOW SUPERNSLON AND TINT BID <br />1 AM A DULY REGISTERED PROFESSOOL ENOINEER CONSMXM <br />UNDER THE LAWS OF THE STATE OF COLORADO. <br />23 —JULY 99 (1ErG 30949 EID <br />DATE REVISION DESCRIPTION cAn <br />#5 TIES O 12` O.C. <br />#4 BARS O 6" 0. . <br />NEW FOOTING <br />X18 BARS O 6" O.C. <br />EXISTING BENT <br />COLUMN <br />EXISTING ANCHORS -\ <br />µ BARS O <br />6" O.C. <br />/5 BARS O <br />6' O.C. <br />NEW FOOTING <br />0 1 2 3 4 S <br />I 1 1 I I 1 1 <br />SCALE IN FEET <br />6" 28 -09 BARS W/ <br />%- STD. 90' HOOK <br />G O <br />J� <br />EXISTING PIER <br />0 1 2 3 4 5 <br />I 1 1 I I 1 1 <br />SCALE IN FEET <br />23 AS SHOWN <br />MINNEAPOLIS, MINNESOTA 6 25 99 NNN <br />HIBBING. MINNESOTA JXB MOUNTAIN COAL COMPANY, L.L.C. <br />MWONNO = <br />B � ANN MICHIGAN CAK SOM 7 COINORADO <br />INN C 0 1 2 3 JEFFERSON CITY. MISSOURI No <br />DATE RELEASED CAK <br />2" CLEAR <br />FQSECTION: PIER BENT 22 <br />v 0 1 2 3 4 5 <br />I I I 1 I <br />I 1 1 1 <br />SCALE IN FEET <br />NEW PIER <br />%4 TIES O 12' O.C. <br />i <br />%i <br />1/ <br />di <br />�1 <br />�i <br />im io <br />c, 'm <br />0� <br />wi <br />a <br />1 / <br />c U <br />RECEIVE <br />✓iii <br />� <br />✓i�►�r�ir�: <br />i <br />��i <br />goo <br />:0 <br />AUG 251999 <br />EXISTING FOOTING <br />/5 TIES O 12. O.C. <br />0 1 2 3 4 5 <br />1 1 I 1 1 I I <br />SCALE IN FEET <br />r <br />/4 BARS O <br />6" O.C. E.W. <br />/5 BARS O <br />6" O.C. E.W. <br />M <br />w <br />I <br />NEW I FOOTING <br />N8 BARS O 6" O.C. <br />EXISTING BENT ADJUSTED BENT <br />COLUMN COLUMN SEED F SLIDE PLATE <br />CONFIGURATION <br />Ap V/ <br />I j L II I I I I <br />II I I 1 I NEW IER <br />II I 1 I I <br />jl 1 I I I <br />#5 BARS O 6" O.C. <br />EXISTING FOOTING <br />OUTLINE <br />#9 REINFORCING <br />SEE e <br />r /4 BARS O 6" O.C. <br />NEW FOOTING <br />/8 BARS O 6. O.C. E.W. <br />0 1 2 3 4 5 <br />SCALE IN FEET <br />CLIENT <br />9 99 INITIAL RELEAS ! NERM CDiTIFY THAT THIS PLAN WAS PREPARED <br />2 99 CENE REVISIONS k CERTIFICATION // ME 011 UNDER MY DOW SUPERNSLON AND TINT BID <br />1 AM A DULY REGISTERED PROFESSOOL ENOINEER CONSMXM <br />UNDER THE LAWS OF THE STATE OF COLORADO. <br />23 —JULY 99 (1ErG 30949 EID <br />DATE REVISION DESCRIPTION cAn <br />#5 TIES O 12` O.C. <br />#4 BARS O 6" 0. . <br />NEW FOOTING <br />X18 BARS O 6" O.C. <br />EXISTING BENT <br />COLUMN <br />EXISTING ANCHORS -\ <br />µ BARS O <br />6" O.C. <br />/5 BARS O <br />6' O.C. <br />NEW FOOTING <br />0 1 2 3 4 S <br />I 1 1 I I 1 1 <br />SCALE IN FEET <br />6" 28 -09 BARS W/ <br />%- STD. 90' HOOK <br />G O <br />J� <br />EXISTING PIER <br />0 1 2 3 4 5 <br />I 1 1 I I 1 1 <br />SCALE IN FEET <br />23 AS SHOWN <br />MINNEAPOLIS, MINNESOTA 6 25 99 NNN <br />HIBBING. MINNESOTA JXB MOUNTAIN COAL COMPANY, L.L.C. <br />MWONNO = <br />B � ANN MICHIGAN CAK SOM 7 COINORADO <br />INN C 0 1 2 3 JEFFERSON CITY. MISSOURI No <br />DATE RELEASED CAK <br />2" CLEAR <br />FQSECTION: PIER BENT 22 <br />v 0 1 2 3 4 5 <br />I I I 1 I <br />I 1 1 1 <br />SCALE IN FEET <br />NEW PIER <br />C -1 FOUNDATION MODIFICATIONS <br />WEST ELK MINE <br />BENTS 22 FOUNDATION MODIFICATIONS <br />PLAN AND SECTIONS <br />41 J16 <br />V. No. <br />� 0 <br />Iillll IIIiI IIIII IIIII ����� IIIII IIII 1 <br />)o1�49 ay <br />%4 TIES O 12' O.C. <br />i <br />0 <br />di <br />0 <br />�i <br />im io <br />c, 'm <br />wi <br />a <br />c U <br />RECEIVE <br />=,�a,� <br />m m._ <br />goo <br />:0 <br />AUG 251999 <br />Division of Minerals <br />C- 1980 -007 <br />8 Geology <br />gy <br />Class: Permit <br />Sec /E7 r,.,..., . <br />C -1 FOUNDATION MODIFICATIONS <br />WEST ELK MINE <br />BENTS 22 FOUNDATION MODIFICATIONS <br />PLAN AND SECTIONS <br />41 J16 <br />V. No. <br />� 0 <br />Iillll IIIiI IIIII IIIII ����� IIIII IIII 1 <br />)o1�49 ay <br />