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P <br />ti <br />��CG 'L <br />F <br />.Q <br />210 /o <br />17 lo "\ <br />A <br />E <br />_777' 5425 <br />`-r 5425 <br />e <br />rl <br />Im <br />_�N 601,636 <br />E 1,074,669 <br />1� <br />52+00 <br />14 <br />o� s SSSo <br />GENERAL NOTES <br />S9 ESTIMATED QUANTITES: STA 48 +23 TO 55 +49 <br />�%5` EXCAVATION 1,247 CU YD <br />EMBANKMENT 0 CU YD <br />TOPSOIL 1,719 CU YD <br />SEE FIGURE 2.2 -2 FOR DETAILS OF OTHER <br />DISTURBANCES. <br />SEE FIGURE 2.2 -3 FOR DETAILS OF THE <br />SURFACE WATER CONTROL SYSTEM. <br />N 601,875 <br />74--E,-1074,963 <br />963 <br />Nis MOMEMEM <br />M MEMNON vi IME <br />��■ ■iii �� ■�■ <br />M 0 M M 0 w. d INS 0- -0. pm - � �0�001 �w M 0 M 0 0 M M M 0 M M E 0 0 a A <br />McCLANE CANYON MINE <br />FIGURE 2.2-4 <br />NMI <br />A*S ROAD PLAN Ek PROFILE <br />i= McCLANE MINE TO MUNGER MINE <br />