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A <br />C <br />C <br />(2 <br />COMPACTED GRANULAR <br />FILL MATERIAL <br />EXTRUSION WELD —,--, �. <br />TREVIRA 1120 '--� <br />GEOTEXTILE <br />FABRIC <br />LLDPE LINE <br />(SEE SPEC) <br />STAINLESS STEEL <br />CLAMP <br />EXTRUSION VELD - <br />(LINER TO PIPE) <br />TANK 1 <br />1110 - 241 -007 <br />- FOUNDATION <br />RING WALL <br />5 "0 S.S. PIPE <br />SCH 40 CAST IN <br />PLACE <br />4 "0 HOPE PIPE <br />DR21 <br />S.S. PIPE <br />INV EI_ 9519' -1" <br />9 <br />"0" RING <br />FOUNDATION PLAN <br />DETAIL 2 <br />D REVISIONS REFERENCE DRAWINGS <br />NO DESCRIPTION DATE BY CHK APP DRAWING NO TITLE <br />m� <br />120-241-10 GENERAL ARRANGEMENT <br />I <br />1 <br />rp <br />lV N <br />�g <br />o <br />o� <br />CE034XB <br />TANK <br />1110 - 241 -005 <br />¢ TANK <br />H. P. SAND I <br />EL 9520' -1; <br />11 n I I nnr <br />LINER ATTACHMENT <br />EMBED & LLDPE LINER <br />(TYP ) <br />SECTION A <br />ISSUE RECORD <br />DATE ISS REV TO FOR <br />1 -29 -99 1 A CLIENT APPROVAL <br />3 -25 -99 2 B CLIENT QUOTE <br />25' -0" <br />ADR BUILDING <br />ADDITION <br />SEE DWG 40- 241 -02 <br />6" MIN. COMPACTED SAND PAD <br />u o 1 1 ner, <br />3' -0" MIN. 95% <br />COMPACTED FILL <br />MATERIAL <br />T /CONC EL <br />9520' -0" <br />ATTACH EXISTING <br />LLDPE LINER TO <br />NEW TANK FOUNDATION <br />ENGR RECORD <br />BY DATE <br />CURRENT DRAWING <br />STATUS BY DATE <br />a �I mod- d c <br />BOLT AT <br />1141/-TO � I NUT WELDED - i �' <br />THREE POINTS <br />N CV N <br />TYPE N TYPE NS <br />KWO <br />17 -10 -98 <br />PRELIMINARY <br />OR PLANNING <br />9 <br />SLEEVES <br />CHECK <br />MARK <br />1 <br />HECK <br />LENGTH <br />dj <br />APPROVED FOR <br />FINAL DESIGN <br />L R <br />LTHD <br />CHECK <br />LENGTH <br />AB -1 <br />CHECK <br />N <br />2' -3X <br />IN FINAL <br />DESIGN <br />- <br />- <br />SS CHECK <br />32 <br />- <br />r. CHECK <br />GB <br />1 -29 -99 <br />APPROVED FOR <br />QUOTE /PORCH <br />]dG. DES. <br />JNE MGR. <br />APPROVED FOR <br />CONSTRUCTION <br />, REVIEW <br />.cc. <br />&V <br />DETAIL <br />"Novo" <br />9513' -6" <br />-* <br />J� o <br />TYPE MB <br />d ° a' dd- ° <br />T _ �I I' _ <br />T — T I <br />W W <br />TYPE L TYPE LS <br />a �I mod- d c <br />BOLT AT <br />1141/-TO � I NUT WELDED - i �' <br />THREE POINTS <br />N CV N <br />TYPE N TYPE NS <br />NOTES: <br />1. ANCHOR BOLTS TO BE CARBON STEEL AND SHALL CONFORM TO A.S.T.M. <br />A -36 w /STD NUMBER THREADS, CLASS 2 FIT AND HVY HEX NUTS. <br />2. ALL SLEEVES TO BE WILSON MOLDED ETHYLENE PLASTIC UNLESS NOTED. <br />3. TAG ALL ANCHOR BOLTS WITH MARK NUMBER AND DRAWING NUMBER. <br />ANCHOR BOLTS <br />9 <br />SLEEVES <br />REMARKS <br />MARK <br />OTY <br />TYPE <br />LENGTH <br />dj <br />W <br />L R <br />LTHD <br />SIZE <br />LENGTH <br />AB -1 <br />32 <br />N <br />2' -3X <br />Y <br />- <br />- <br />3 <br />32 <br />- <br />- <br />T /CONC PAD <br />EL 9520' -0" <br />z <br />I <br />N <br />f4 @ 12" <br />EA WAY <br />TOP & BOTT. <br />Z.3 <br />40- 241 -06 1. FOR GENERAL NOTES SEE DWG 50- 241 -03. <br />RECEIVED 2. FOR GROUNDING INFORMATION AND DETAILS <br />SEE DWG 80- 240 -05. <br />ApR 2 9 1999 3. ELEVATION AT TOP OF RING WALL SHALL NOT VARY <br />y1\4 n of N1lnerm & Geo"Y MORE THAN X" FROM LEVEL. <br />v <br />us 0 <br />C <br />D <br />.Z T <br />Salt Lake City, Utah <br />CRIPPLE CREEK & VICTOR ' <br />T <br />GOLD MINING COMPANY BARREN AND ENRICHMENT PUMP PROJECT <br />BARREN & ENRICHMENT ADR BUILDING ADDITION <br />PUMP SYSTEM ENRICHMENT SOLUTION TANKS FOUNDATION PLAN <br />FOR CRIPPLE CREEK & VICTOR GOLD MINING CO. VICTOR, CO. <br />SCALE I JOB NO DRAWING NO REV <br />E98272 DRAWING NO.4 B <br />- - <br />Permit Number p: <br />Class: OPe"it <br />Sec%Exhib_it <br />Class: Wlevisim <br />Type/Se0 <br />Class: El Report O Hyd o Meneral <br />Doc Type <br />OAppl. Mond OEnforce O Inspect <br />Inaulmumnumm►num <br />19580 <br />