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Z Z 1 Z Z Z <br /> 33800 N U 1 �_ \\ ".� LEGEND: <br /> o o o o Lo o - EXISTING GROUND CONTOURS <br /> II RANDOM FlLL <br /> PROPOSED PHASE 2A GROUND CONTOURS <br /> STOCKPILE + <br /> EXISTING ROADS/TRAILS <br /> EXISTING PHASE 1 `` �' ` -� EXISTING DRAINAGES <br /> DIVERSION CHANNEL PROPOSER <br /> TO BE ABANDONED 7 V-DITCH <br /> --` ------- SQUAW GULCH VLF PHASE LIMITS <br /> � 71 <br /> EXISTING �5 - NOTE <br /> PERIMETER _ 1. PROPOSED CONTOURS REPRESENT TOP OF SOIL <br /> ACCESS ROAD PERIMETER ACCESS ROAD LINER FILL WITHIN THE GEOMEMBRANE LIMITS AND <br /> 0 50 FINISHED GRADE EVERYWHERE ELSE. <br /> 10+00 f _ _ �- 72 _ <br /> _ � �- -�_ 2. THE GEOMEMBRANE LIMITS IS SHOWN ON DRAWING <br /> --- - - - - - - - - 71 > A50. <br /> ISHED <br /> PES <br /> THIN THE <br /> n 7 B 3. ALL TS SHALL BEOSHAL SHALLOWER THAN A 2H:GEOMEMBRANE V <br /> E 34000 A¢$ SLOPE OR 1.5H:1V SLOPE OUTSIDE HE <br /> n 8g _. GEOMEMBRANE <br /> ETHE LIMITS,OWNER. <br /> APPROVED BY TH <br /> ENGINEER OR E <br /> n A43 4. IN AREAS WHERE 1' OR LESS OF CUT IS <br /> TO ACHIE THE <br /> SURF CED ELEVATIONEV WITHINTHEPOSED GEOMEMBRANEE SUBGRADE <br /> LIMITS, HE EXISTING NATURAL GROUND SURFACE <br /> CAN BE CONSIDERED TOP OF SUBGRADE WITH <br /> THE APPROVAL OF THE ENGINEER OR THE OWNER. <br /> 0 40 80 FEET 5. IF EXCESS CUT IS PRESENT AFTER THE MASS <br /> --� SPREAD AND COMPACT HE EXCESS EARTHWORK IS <br /> COMPLETED, CONTRACTOR <br /> TERIAL AS <br /> RANDOM FILL WITHIN THE SHALLOW AREAS OF THE <br /> PAD AS DIRECTED BY THE ENGINEER. <br /> 6. OVERSIZED AND UNACCEPTABLE MATERIAL WHICH <br /> CAN NOT BE USED AS RANDOM FILL WILL BE <br /> K:47.41 HAULED OFF THE PAD AND STOCKPILED IN AN <br /> LVC:75.00 AREA PROVIDED BY THE OWNER. <br /> PVI STA:16+99.9 <br /> 9800 PVI ELEV:9761.41 i — <br /> � 9800 7. ALIGNMENT SETTING OUT DATA TABLE IS SHOWN <br /> - - - <br /> � ON DRAWING A43. <br /> +� 0% <br /> EXISTING GROUND / +� ^ �� <br /> K 4.04 <br /> K:2.79 LVCJ5.00 % t°0 vI u GRADE BREAK STA = '19+50.2 9775 <br /> LVC:50.00 PVI STA:15+03.7 Zi <br /> / � ELEV I:i = 9803.91 <br /> ,PVI STA:13+32.2 PVI ELEV:9725.00 U j i <br /> PVI ELEV:9725. 0 <br /> nIo DO <br /> "to N OI <br /> a v < �p coO aM Ld <br /> W <br /> 975D �, }N IjN �N 1jOni <br /> Z �J?99 -- - r -- -+ -- -�I // 9750 z <br /> M� -.—_— <br /> Q W .--W ^41 <br /> GRADE BREAK STA = 11+00.0\ _ v u c o �j <br /> W ELEV = 9766.63 m / PERIMETER ACCESS ROAD W <br /> 0.09� 9725 <br /> N \ / <br /> o i <br /> N RANDOM FILL j <br /> 9700 \ rEXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION <br /> 9680 0 (�� <br /> oo <br /> m do <br /> dr, <br /> m N -qj� -:I:w Go N <br /> o m m m m m m W m Im m m m _ <br /> 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 �Q 0 <br /> STATION, (FEET) :•� G�_(�-1 ' <br /> i 0 <br /> 0 40 80 FEET 0 20 40 FEET •..... <br /> HORIZONTAL VERTICAL <br /> 0 2X EXAGGERATION <br /> Q <br /> APPROVED er: DISCLAIMER • CLIENT CRIPPLE CREEK & VICTOR <br /> o JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED .��ewFtelds GOLD MINING COMPANY <br /> mo CHECKED B.. ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> o JNM TECHNICAL INFORMATION AND EXPERIENCE. <br /> ECENANG THIS DRAWING DOES NOT GUARANTEE ANY SQUAW GULCH VLF PHASE 2 <br /> DESIGNED Br. RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLERAME <br /> ° o 9-12-2ole ISSUED FOR CONSTRUCTION JHP 7NM THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2A PL''RTiI'I R ACCESS ROAD 0106.027.025P <br /> j DRAWN BY-. AND WITHOUT ANY LABILITY OR LEGAL PLAN AND PROFILE DRAWING ND. RENSION <br /> a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A4'z 0 <br />