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LEGEND <br />— - - PROPOSED LIMITS OF PHASE III <br />AREA REQUIRING EXCAVATION <br />ro <br />� <br />, <br />f <br />♦ <br />-20 <br />RECEIVED <br />APR 15 1999 <br />Permit Number #: �����Clan: <br />Clan: OPenoN <br />SerJE>d�ibit __. ._._._._._. _._._._._._._._._._._._._._._._ _ DINISIOl101 MtReI815 t�BUtOQi <br />Class: m4wsim - - - - ---- -- ------ - - --- <br />Class: O Report O Hydro OGeneral <br />Doc Type <br />OAppl. OBWd OEnforce O Inspect <br />to h 1 / <br />NOTES <br />1. SUBGRADE EARTHWORK ISOPACH MAP GENERATED USING <br />4F <br />♦ <br />10 <br />FEBRUARY 1998 SURVEY DATA PROVIDED BY WESTERN STATES <br />SURVEYING INC., AND THE PHASE III GRADING PLAN DEVELOPED <br />BY GOLDER ASSOCIATES. ISOPACH MAP PRESENTED ON A 5' <br />0 i <br />?o <br />o <br />M <br />w <br />0 <br />r) <br />w <br />0 <br />o <br />w <br />o <br />r) <br />w <br />CONTOUR INTERVAL. <br />2. CUT /FILL FOUNDATION GRADING DEPTHS CALCULATED AFTER 1' <br />OF TOPSOIL STRIPPING IN AREA WEST OF EXISTING DIVERSION <br />CHANNEL. EARTHWORK VOLUMES AND ISOPACH MAP WERE <br />CALCULATED ON A 15 GRID INTERVAL. <br />3. CUT /FILL VOLUMES GENERATED BY CONTRACTOR MAY VARY FROM <br />1 PHASE [if SUBGRADE EARTHWORK <br />ISOPACH <br />f \AAh <br />THAT SHOWN BASED ON FOUNDATION CONDITIONS ENCOUNTERED <br />DURING CONSTRUCTION. <br />% QSSUED FOR INFORMATION) <br />NORTH <br />Scale in Feet <br />0 100 200 400 <br />1' m 200 feet <br />IliiiIIIIIIIIIIIIIillillillllfllll <br />19617 <br />ENGINEER'S STAMP <br />N0. <br />REVISION <br />DESCRIPTION � � REVISION �IS REIANU RNITrEN <br />DATE <br />BY <br />CHI <br />AP'VD <br />N0. <br />REVISION <br />DESCRIPTION uUNNLse DRAWING Un 1 MS NOT APPROVED �TT <br />DATE <br />BY <br />CHKD <br />AP'VD <br />CrlpplG Crook & Vlctor fwd LAInln8 Company <br />�p Crosson Project <br />Q <br />CLIENT DATE <br />A Joint Venture — Pikes Peak Mining Company, Manager <br />/ <br />���A•aQUtog I'RE� a,,���� Y <br />-! :. 4. <br />DATE <br />PRINT ISSUE RECORD <br />Tnu <br />�^ <br />PHASE C <br />su3c�r,� �rrilravc r"Acw [AP <br />A <br />A <br />REVISED ISSUE FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED FOR FINAL DESIGN <br />ISSUED FOR DRAFT DESIGN REPORT <br />COLORADO 80229 <br />MRJ <br />TM DIGITAL NO. <br />JMJ <br />1"=200' DTG <br />2022DO02 <br />MAY 1998 <br />993 -2022 <br />D002 <br />