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ME <br />ME <br />r <br />U <br />I� <br />o <br />a � I <br />rn <br />1 <br />a7 <br />I <br />1 <br />%j <br />�J <br />O'� <br />as <br />r <br />\ <br />\ <br />\ <br />\ <br />0' 100' 200' 300' <br />.LEGEND— <br />PHASE IVc OSA LIMITS 2004 <br />PHASE IVb OSA LIMITS 2003 <br />MINOR CONTOUR <br />MAJOR CONTOUR <br />26 INCH I.D. STEEL CASING <br />-• - -- - - - APPROXIMATE CENTERLINE OF DIVERSION CHANNEL <br />NOTES: 1. 24 INCH I.D. HDPE ELEVATIONS ARE ON TOP OF PIPE. <br />1­� <br />\ \ \10. <br />\\kx <br />SURVEYOR'S CERTIFICATE: <br />I, Paul B. Gallagher, a Registered Professional Land Surveyor in the State of <br />Colorado, do hereby certify only to Ames Construction Company, Inc. and <br />Cripple Creek & Victor Gold Mining Company that from April 2004 through <br />October 2004, as -built surveys were conducted under my supervision and <br />the maps herein accurately represents said surveys, to the best of my knowledge. <br />For and on Behalf of <br />Ames Construction Inc. <br />II,l,,,,, <br />••,,, GA((�,,is <br />�9e c o <br />Paul B. Gallagfie�, P.L.S. No. 16403 <br />NOTICE: According to Colorado law you must commence any legal action based <br />upon any defect in this survey within three years after you first discover such <br />defect. In no event, may any action based upon any defect in this survey be <br />commenced more than ten years from the date of the certification shown hereon. <br />I <br />\ <br />I \ <br />\ <br />'4os� <br />�I <br />a <br />97NM <br />97%6 x <br />x 978 <br />x/24' I.D. HDPE ALIGNMENT <br />%973969 <br />-- J/N 9737A9 <br />TOP OF \ CASING ELEVATION - 9739.93 �'�N 9737M <br />/473671 ''973675 <br />TOP OF CASING ELEVATION- 9739.97 <br />7W OF CASING ATION- 9739.59 <br />ITOP OF CASING ELEVATION- 9738.95 I <br />9736/7 973619 I+ <br />i <br />M <br />0 <br />O <br />O <br />O <br />N 54,500 <br />M <br />n <br />m m <br />M m <br />(A N <br />O O CA <br />0 0 <br />w <br />O <br />CD <br />O <br />rn <br />0 <br />O <br />v <br />O U <br />0 <br />O O <br />\ <br />'4os� <br />�I <br />a <br />97NM <br />97%6 x <br />x 978 <br />x/24' I.D. HDPE ALIGNMENT <br />%973969 <br />-- J/N 9737A9 <br />TOP OF \ CASING ELEVATION - 9739.93 �'�N 9737M <br />/473671 ''973675 <br />TOP OF CASING ELEVATION- 9739.97 <br />7W OF CASING ATION- 9739.59 <br />ITOP OF CASING ELEVATION- 9738.95 I <br />9736/7 973619 I+ <br />i <br />M <br />0 <br />O <br />O <br />O <br />N 54,500 <br />N 53,500 <br />w <br />e-H <br />0z <br />� <br />Q <br />> <br />0 <br />\ <br />cc <br />N <br />N 53,000 <br />C�d <br />O <br />L d <br />U <br />> <br />~ <br />W <br />CD <br />CD <br />O <br />IN <br />0 <br />O <br />N 54,000 <br />� <br />z <br />r O <br />-1 <br />0 <br />U <br />= <br />O <br />- <br />W <br />0- <br />Q <br />Cn <br />O <br />O <br />CD <br />� <br />0 <br />O <br />U <br />w <br />CD <br />DATE: <br />10-11-04 <br />SCALE: <br />1"=100' <br />DRAWN <br />BY: <br />BGF <br />CHK'D: <br />APP'D: <br />REVISIONS: <br />N 53,500 <br />N 52,500 <br />PROJECT NO. <br />CP -00 -104 <br />SHEET NO. <br />1 -6 <br />w <br />0z <br />� <br />Q <br />> <br />\ <br />0 <br />N 53,000 <br />C�d <br />O <br />L d <br />U <br />> <br />~ <br />W <br />CD <br />LLj <br />O <br />1 <br />z <br />� <br />z <br />< <br />U <br />= <br />O <br />- <br />W <br />0- <br />Q <br />O <br />CD <br />LLJ <br />U <br />w <br />CD <br />N 52,500 <br />PROJECT NO. <br />CP -00 -104 <br />SHEET NO. <br />1 -6 <br />