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N 48,600 <br />SURVEYOR'S CERTIFI <br />I, Paul B. Gallagher, a Regisl <br />Colorado, do hereby certify c <br />Cripple Creek & Victor Gold I <br />June 2012, as -built surveys <br />the maps herein accurately r <br />Ames Construction Inc. <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, m <br />p <br />0 50 1010 150 <br />LEGEND) <br />PSES GEOMEMBRANE LIMITS <br />_ MINOR CONTOUR <br />MAJOR CONTOUR <br />EXISTING GEOMEMBRANE LIMITS <br />GCL MATTING <br />36" PIPE ( ELEVATIONS ARE AT FLOW LINE OF PIPE) <br />FENCELINE <br />RIP RAP <br />NOTES: 1. Existing geomembrane limits provided by AMES CONSTRUCTION INC. <br />As- builts dated, June 2012. <br />NOTES: 2. Contours reflect final grading. <br />M <br />J <br />O <br />n <br />m <br />m m <br />n <br />�1 <br />6> <br />CA <br />OJ O <br />O PJ <br />O <br />O <br />O O <br />7 <br />O <br />0 <br />co <br />Ames Construction Inc. <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, m <br />p <br />0 50 1010 150 <br />LEGEND) <br />PSES GEOMEMBRANE LIMITS <br />_ MINOR CONTOUR <br />MAJOR CONTOUR <br />EXISTING GEOMEMBRANE LIMITS <br />GCL MATTING <br />36" PIPE ( ELEVATIONS ARE AT FLOW LINE OF PIPE) <br />FENCELINE <br />RIP RAP <br />NOTES: 1. Existing geomembrane limits provided by AMES CONSTRUCTION INC. <br />As- builts dated, June 2012. <br />NOTES: 2. Contours reflect final grading. <br />M <br />J <br />O <br />DATE: 7 -19 -2012 <br />SCALE: 1 " =50' <br />■ CONTOUR INTERVAL = 2' ■ <br />DRAWN BY: KA,BF <br />CHK'D: <br />APP'D: <br />REVISIONS: <br />G <br />W <br />'F- <br />'^ <br />vJ <br />U) J_ <br />m <br />O z W U) <br />U W J <br />> U O <br />06 O z 0� <br />Neo U Q F— <br />W O z O <br />U z W IU <br />LU <br />Z <br />O W <br />Cl- <br />IL <br />Q <br />U Q <br />vJ ^, <br />�U) '^ O <br />VJ <br />U U) <br />O <br />ry <br />0. <br />PROJECT NO. <br />CP -00 -104 <br />7 EEr NO. <br />4 <br />�1 <br />O <br />7 <br />0 <br />co <br />C <br />I� <br />CO <br />0 <br />O <br />O <br />70 <br />7 <br />M <br />� \ <br />`/ <br />co <br />0 <br />CD <br />In <br />0 <br />Lo <br />' <br />1-01 <br />W <br />,d4 <br />� <br />CYD <br />0 <br />0 <br />DATE: 7 -19 -2012 <br />SCALE: 1 " =50' <br />■ CONTOUR INTERVAL = 2' ■ <br />DRAWN BY: KA,BF <br />CHK'D: <br />APP'D: <br />REVISIONS: <br />G <br />W <br />'F- <br />'^ <br />vJ <br />U) J_ <br />m <br />O z W U) <br />U W J <br />> U O <br />06 O z 0� <br />Neo U Q F— <br />W O z O <br />U z W IU <br />LU <br />Z <br />O W <br />Cl- <br />IL <br />Q <br />U Q <br />vJ ^, <br />�U) '^ O <br />VJ <br />U U) <br />O <br />ry <br />0. <br />PROJECT NO. <br />CP -00 -104 <br />7 EEr NO. <br />4 <br />