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6 <br />i <br />NEW FOOTING <br />EXISTING r <br />FOOTING <br />I <br />I <br />I <br />I <br />I <br />I <br />7' -3' <br />I I <br />EXISTING I I <br />COLUMN I <br />tt BASEPLATE L - -- ---- I - - - - -- J <br />EXISTING PIER <br />By <br />4' <br />�r <br />1 4'. TIE ROD <br />B <br />1' SOLE R <br />J\- NEW PIER <br />1' BRASS SLIDE PLATE <br />ADJUSTMENT - SEE ADJUSTED �COLUMN <br />-D <br />4$ -0' <br />EXISTING COLUMN MAXIMUM POSSIBLE ADJUSTMENT <br />ADJUSTED _ <br />BENT COLUMN <br />EXISTING <br />BENT COLUMN <br />0 1 2 3 4 5 <br />I 1 I I I I I <br />SCALE IN FEET <br />EXISTING COLUMN <br />\ I q ADJUSTED COLUMN <br />MAXIMUM POSSIBLE ADJUSTMENT <br />COLUMN ADJUSTMENT BRACKET <br />2 I <br />roll <br />I TIE ROD <br />WHEN COLUMN IS INITIALLY <br />LIFTED, POLISH UNDERSIDE <br />OF COLUMN BASE PLATE <br />I <br />TIE ROD BRACKET <br />SOLE PLATE <br />SUDE PLATE <br />SOLE PLATE ANCHORS <br />NEW PIER <br />NEW FOOTING <br />0 1 2 3 4 5 <br />SCALE IN FEET <br />7/9/99 INITIAL RELEASE I NEI0Y CUM TINT DO PLMI WAS PREPARED <br />23 99 CENERAL OWG. REVISIONS k CERTIFICATION N IE OR LMDER W DWO VJMMM AND 1MAT <br />1 AIM A DULY REGISIERFA PMFESSI01" D* EER <br />U"Dot TW LMYS OF TIE STATE OF/OOLORA00. <br />alt 23 99 WG' . NO X49 RELEASED <br />DATE REVISION DESCRIPTION <br />DATE <br />COLUMN BASEPLATE <br />(THICKNESS VARIES) <br />i'x1j' BAR <br />1• BRASS SLIDE PLATE <br />1' SOLE R <br />BASE PLATE <br />TIE ROD, a 1' <br />• <br />Rim a 1'x6'x8' <br />1J -6 WASHER <br />,sr <br />1J'0 X 5' -8' I.G. THREADED ROD 11'0 NUT <br />�'x1 J' BAR 1. <br />4X 1.0 A307 ANCHOR BOLTS <br />I <br />1/4 <br />b <br />SOLE PLATE ANCHORS <br />NEW PIER 1' BRASS SLIDE PLATE 1/4 <br />I 1 • SOLE t <br />6' DRILL & TAP 1 *0 HOLES <br />THROUGH BRASS SUDE PLATE <br />AND SOLE PLATE <br />0 6' 1' 2" <br />1 1.1.1.1 I <br />SCALE <br />BENT COLUMN <br />NEW PIER <br />F <br />1 <br />2• CLEAR <br />4• <br />1 J'4 NUT <br />t 14'x6rx6r <br />1j'0 X 5' -6• LG. THREADED ROD <br />4•x14' BAR <br />ifs <br />VZX Vl* BRASS SLIDE PLATE <br />SOLE It <br />2X It 1'x4r46 <br />SOLE PLATE ANCHORS <br />0 6• 1' 2' <br />I 1 I 1 1 I <br />SCALE <br />TYP.r, <br />' STIFFENER <br />1 J'4 NUT <br />E 14'x6•x6' <br />2X a 1'x4'x6' <br />1/4 —- -< TYP. <br />0 3" 60 9' 1' 2' <br />1 1 1 1 1 1 1 1 1 1 1 1 1 I <br />SCALE <br />MINNEAPOUS. MINNESOTA <br />HIBBING, MINNESOTA <br />DULUTH, MINNESOTA <br />BARBANN ARBOR, MICHIGAN <br />JEFFERSON CITY. MISSOURI <br />AS SHC <br />6 25 <br />JXB <br />`NNNIEN�" <br />CAK <br />JXe <br />�CAK <br />�r6' 4r <br />�r <br />2 ETAIh JACKING BRACKU <br />! 0 3• 60 9' 1' 2' <br />1111111111111 I <br />SCALE <br />8 -M6 BARS <br />(UNDERNEATH) <br />3' -10' <br />�r <br />S -24• 7• <br />er <br />( ) <br />CAST WITCH�CONCRETE <br />PIER <br />IN M a o <br />lie-- <br />1. SOLE t <br />(TYP.) <br />1 • BRASS SLIDE PLATE <br />� <br />. P ex �•�x1 �•LC. <br />COUNTERSUNK CAP SCREWS <br />0 6' 1' 2' <br />1.1.1.1.1 1 <br />SCALE <br />1' BRASS SLIDE PLATE <br />io <br />tV v <br />16X j'0X1j'LG. <br />COUNTERSUNK CAP SCREWS <br />i'xT BAR <br />n.. 1 /4 <br />1' SOLE It <br />Is 1/4 TYP. <br />E S CTI N: SLIDE PLATE <br />-- 1--r-0- -0 8 -06 BARS <br />0 6' 1' 2' <br />1. 1. 1 1 1 I C -1980 -007 <br />SCALE Class: Permit <br />Sec hibi B- y3` <br />NOTE: EACH COLUMN REQUIRES A SLIDE PLATE ASSEMBLY <br />C -1 ONS IMMERSION aw <br />c <br />i <br />I <br />�1 <br />�a1••••�lII1Fyi <br />I ease null 11 <br />iii■ 1 <br />' <br />I I <br />EXISTING I I <br />COLUMN I <br />tt BASEPLATE L - -- ---- I - - - - -- J <br />EXISTING PIER <br />By <br />4' <br />�r <br />1 4'. TIE ROD <br />B <br />1' SOLE R <br />J\- NEW PIER <br />1' BRASS SLIDE PLATE <br />ADJUSTMENT - SEE ADJUSTED �COLUMN <br />-D <br />4$ -0' <br />EXISTING COLUMN MAXIMUM POSSIBLE ADJUSTMENT <br />ADJUSTED _ <br />BENT COLUMN <br />EXISTING <br />BENT COLUMN <br />0 1 2 3 4 5 <br />I 1 I I I I I <br />SCALE IN FEET <br />EXISTING COLUMN <br />\ I q ADJUSTED COLUMN <br />MAXIMUM POSSIBLE ADJUSTMENT <br />COLUMN ADJUSTMENT BRACKET <br />2 I <br />roll <br />I TIE ROD <br />WHEN COLUMN IS INITIALLY <br />LIFTED, POLISH UNDERSIDE <br />OF COLUMN BASE PLATE <br />I <br />TIE ROD BRACKET <br />SOLE PLATE <br />SUDE PLATE <br />SOLE PLATE ANCHORS <br />NEW PIER <br />NEW FOOTING <br />0 1 2 3 4 5 <br />SCALE IN FEET <br />7/9/99 INITIAL RELEASE I NEI0Y CUM TINT DO PLMI WAS PREPARED <br />23 99 CENERAL OWG. REVISIONS k CERTIFICATION N IE OR LMDER W DWO VJMMM AND 1MAT <br />1 AIM A DULY REGISIERFA PMFESSI01" D* EER <br />U"Dot TW LMYS OF TIE STATE OF/OOLORA00. <br />alt 23 99 WG' . NO X49 RELEASED <br />DATE REVISION DESCRIPTION <br />DATE <br />COLUMN BASEPLATE <br />(THICKNESS VARIES) <br />i'x1j' BAR <br />1• BRASS SLIDE PLATE <br />1' SOLE R <br />BASE PLATE <br />TIE ROD, a 1' <br />• <br />Rim a 1'x6'x8' <br />1J -6 WASHER <br />,sr <br />1J'0 X 5' -8' I.G. THREADED ROD 11'0 NUT <br />�'x1 J' BAR 1. <br />4X 1.0 A307 ANCHOR BOLTS <br />I <br />1/4 <br />b <br />SOLE PLATE ANCHORS <br />NEW PIER 1' BRASS SLIDE PLATE 1/4 <br />I 1 • SOLE t <br />6' DRILL & TAP 1 *0 HOLES <br />THROUGH BRASS SUDE PLATE <br />AND SOLE PLATE <br />0 6' 1' 2" <br />1 1.1.1.1 I <br />SCALE <br />BENT COLUMN <br />NEW PIER <br />F <br />1 <br />2• CLEAR <br />4• <br />1 J'4 NUT <br />t 14'x6rx6r <br />1j'0 X 5' -6• LG. THREADED ROD <br />4•x14' BAR <br />ifs <br />VZX Vl* BRASS SLIDE PLATE <br />SOLE It <br />2X It 1'x4r46 <br />SOLE PLATE ANCHORS <br />0 6• 1' 2' <br />I 1 I 1 1 I <br />SCALE <br />TYP.r, <br />' STIFFENER <br />1 J'4 NUT <br />E 14'x6•x6' <br />2X a 1'x4'x6' <br />1/4 —- -< TYP. <br />0 3" 60 9' 1' 2' <br />1 1 1 1 1 1 1 1 1 1 1 1 1 I <br />SCALE <br />MINNEAPOUS. MINNESOTA <br />HIBBING, MINNESOTA <br />DULUTH, MINNESOTA <br />BARBANN ARBOR, MICHIGAN <br />JEFFERSON CITY. MISSOURI <br />AS SHC <br />6 25 <br />JXB <br />`NNNIEN�" <br />CAK <br />JXe <br />�CAK <br />�r6' 4r <br />�r <br />2 ETAIh JACKING BRACKU <br />! 0 3• 60 9' 1' 2' <br />1111111111111 I <br />SCALE <br />8 -M6 BARS <br />(UNDERNEATH) <br />3' -10' <br />�r <br />S -24• 7• <br />er <br />( ) <br />CAST WITCH�CONCRETE <br />PIER <br />IN M a o <br />lie-- <br />1. SOLE t <br />(TYP.) <br />1 • BRASS SLIDE PLATE <br />� <br />. P ex �•�x1 �•LC. <br />COUNTERSUNK CAP SCREWS <br />0 6' 1' 2' <br />1.1.1.1.1 1 <br />SCALE <br />1' BRASS SLIDE PLATE <br />io <br />tV v <br />16X j'0X1j'LG. <br />COUNTERSUNK CAP SCREWS <br />i'xT BAR <br />n.. 1 /4 <br />1' SOLE It <br />Is 1/4 TYP. <br />E S CTI N: SLIDE PLATE <br />-- 1--r-0- -0 8 -06 BARS <br />0 6' 1' 2' <br />1. 1. 1 1 1 I C -1980 -007 <br />SCALE Class: Permit <br />Sec hibi B- y3` <br />NOTE: EACH COLUMN REQUIRES A SLIDE PLATE ASSEMBLY <br />C -1 ONS IMMERSION aw <br />c <br />MOUNTAIN COAL COMPANY L.L.C. CLIENT PAMEr-N-O. <br />SOMERSET. COLORADO BENTS 13 6 Pub MN . 9741 -26 No. <br />I PLAN, SECTIONS AND DETAILS S9CUFO5 0 <br />111111 IIIII Ilill !IIII IIIII IIIII 101 II 1 <br />i <br />I <br />�i <br />Mf <br />s; <br />U <br />2 <br />E <br />�� <br />Z <br />IIv !Q NI❑ <br />AUG E <br />251 99 <br />Division of Minerals <br />B Goology <br />MOUNTAIN COAL COMPANY L.L.C. CLIENT PAMEr-N-O. <br />SOMERSET. COLORADO BENTS 13 6 Pub MN . 9741 -26 No. <br />I PLAN, SECTIONS AND DETAILS S9CUFO5 0 <br />111111 IIIII Ilill !IIII IIIII IIIII 101 II 1 <br />