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0 0 <br />� o <br />'II CITY OF M 6 7 <br />;l CRIPPLE <br />CREEK <br />$2,000 <br />°.! N <br />n a <br />W w <br />9C. fps cf, . <br />R0- <br />I <br />N 56,000_, <br />MILL <br />SITE <br />i, <br />CRESSON <br />N 53.000 VLF <br />,, <br />w <br />w w <br />f C� <br />r <br />r <br />i <br />I <br />4 <br />l <br />I <br />'v l <br />82 1 I` <br />11 <br />II— <br />I O <br />n° <br />,u <br />°�t <br />0 <br />9 , ✓ V <br />8 SITE <br />LOCATION <br />N 50.000 _- _--- --- - -- -- ,--- 1 - - - -- - - - - <br />- <br />6 7 ,• , -ia 67 <br />IV <br />}} 1, <br />� <br />d 1 a• <br />I � =Fj� ol'' I y�l 'IR ✓:I ��/ n$LIo• <br />N 47,000 I Ico <br />0 <br />';`(ter• p �o ,�. <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR <br />EXISTING UNIMPROVED ROAD/TRAILS <br />- _— EXISTING DRAINAGES <br />O SITE LOCATION <br />E7 STATE HIGHWAY <br />861 COUNTY ROAD <br />REFERENCE. <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.. <br />SQUAW GULCH BASE TOPO — PHASE 1 — REVISED DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO — PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TOED — PHASE 3. DWG <br />(RECV MAY 4, 2010) <br />CCV TOPO EXPANSION 12 -29 -10 NORTH AREA.DWG <br />(RECV JANUARY 13. 2011) <br />CCV TOPO EXPANSION 01 -28 -11 SOUTH AREA DWG <br />'RECV JANUARY 28. 2011) <br />SH67 TOPO 7- 07- 11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8 -05 -11 DWG <br />(RECV AUGUST 9. 2011) <br />09028 — COMOSITE —TOPO MLE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC &V) <br />800 0 800 1600 FEET <br />JENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />t0JECT <br />LABORATORY LINER EXTENSION <br />ALE LABORATORY LINER EXTENSION <br />SITE LOCATION <br />amecaDESIGNED BY ALM CHECKED BY MEN <br />DRAWN BY ALM APPROVED MEN <br />FILENAME RAWIN ING No REV <br />FIGURE 1 1 0 <br />