Laserfiche WebLink
0 <br />z <br />7 <br />M <br />0 <br />a <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />�- - CENTERLINE OF PROPOSED 80' WIDE HAUL ROAD <br />/ PRIMARY UNDERDRAIN PIPE <br />/ - SECONDARY UNDERDRAIN PIPE <br />— DAYLIGHT LINE <br />-- -� LEAK DETECTION TRENCH <br />- - - APPROXIMATE LIMITS OF DIATREME <br />EXISTING UNIMPROVED ROAD /TRAILS <br />EXISTING IMPROVED ROADWAYS <br />EXISTING DRAINAGES <br />- -E —F-� EXISTING POWER LINE <br />- _- EXISTING FIBER OPTIC LINE <br />- -G —G-- EXISTING GAS LINE <br />EXISTING FRESH WATER LINE <br />LIMITS OF PSSA <br />LEAK DETECTION SUMP <br />NOTES: <br />1. POWERLINES TO BE RELOCATED PRIOR TO CONSTRUCTION. <br />2. THE 80' WIDE HAUL ROAD HAS A MAXIMUM GRADE OF <br />10%. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER <br />FILL- <br />200 0 200 400 FEET <br />B 3/14/08 ISSUED FOR PERMITTING DTW <br />DTWW <br />IA 2/15/08 ISSUED FOR CLIENT REVIEW Dom/ I <br />JLW <br />DISCLAIMER <br />SMITH WILLIAMS CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT <br />ANY LIABIIJTY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />sl�umv -"1= =' 11111 741 <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />T17U <br />PHASE 5 <br />GRADING PLAN <br />sum <br />SMITH WILLIAMS CONSULTANTS, INC <br />Englewood, Colorado Elko, Nevada <br />Phone- 303 - 433-0262 Phone: T75 -778 -3200 <br />DESIGNED BY <br />DRAWN BY <br />RF <br />V ; <br />JNM ICHECKED BY I DTW <br />JLW <br />1125M145 <br />APPROVED BY JFL <br />WING No REV <br />A220 I B <br />