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990C <br />970C <br />950C <br />100 0 100 200 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />--- DAYLIGHT LINE <br />- - -/ CENTERLINE LINE <br />Q6+00 <br />/- - WEST PERIMETER ROAD PHASE 1 CENTERLINE <br />X04+00 <br />I <br />�� O Q5+00 <br />06+0 0 <br />I <br />O <br />H <br />D <br />{ _______ +00 <br />HI <br />HIGH <br />H POI T EL <br />POINT STA <br />V = <br />826.09 <br />1 <br />_ z <br />3+43.3„ <br />I 48+0 <br />9 <br />T - 5+8?1 {----- 0 <br />Q <br />,( <br />C - 5+80 79 { <br />Qi +,15+00 <br />po- Q+00 <br />---" 111 <br />+00 012+00 Q 1 3+00 <br />41 4+00 Q16 <br />Q171+00 iQ 8 0 019+00 020+00 <br />V p <br />x / <br />34,000 <br />cc2s 9650 �� <br />+ <br />I- -� - <br />I- <br />- 1 1 --1 <br />PC - 19+55.27 x00 <br />= <br />PC = 1 <br />_ - <br />01 <br />PT = 19+b <br />PC = 20+28.69 <br />1>s <br />PT =20+43.90 <br />_ <br />aCx�� PT = 1+45.43 <br />PT = 20+96.28 <br />e <br />O 0 <br />PVI STA = <br />15+91.31 <br />PC = 21+62.621 <br />0 <br />IT = 21+91.17 <br />+ <br />s'l <br />y PC = 2 +59.61 <br />, <br />2�T IT = 22+69.49 <br />/ <br />PC = 24+18 of <br />PT = 23+72.18 <br />PVI El FV_ <br />A. <br />" <br />PC = <br />23+24.35 <br />�R <br />\ <br />1ti5 <br />0 <br />P 8 <br />_ <br />00 <br />a <br />58.39 <br />9a0 <br />O <br />HAUL <br />ROA <br />K = <br />.71 <br />PVI ST = 20+24.63 <br />= 9725.01 <br />E 3450. <br />- 969118 <br />POINT STA = 24+12.0 <br />990C <br />970C <br />950C <br />100 0 100 200 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />--- DAYLIGHT LINE <br />- - -/ CENTERLINE LINE <br />Q6+00 <br />/- - WEST PERIMETER ROAD PHASE 1 CENTERLINE <br />QO+00 Q2+00 Q4+00 <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 TORO - PHASE 3.DWG <br />(RECV MAY 4, 201 0) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.OWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TORO MILE UMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />Q6+00 Q8+00 Q10+00 Q12+00 Q14+00 Q16+00 Q18+00 <br />100 0 100 200 FEET 100 0 100 200 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />VERTICAL EXAGGERATION -1X <br />Q20+00 Q22+00 Q24+00 <br />9900 <br />9700 <br />HI <br />HIGH <br />H POI T EL <br />POINT STA <br />V = <br />826.09 <br />= <br />PVI STA = <br />15+91.31 <br />PVI El FV_ <br />A. <br />58.39 <br />K = <br />.71 <br />PVI ST = 20+24.63 <br />= 9725.01 <br />- 969118 <br />POINT STA = 24+12.0 <br />- <br />LOW <br />co <br />A = 250 9 PVI STA = <br />PVI <br />21+8848 <br />9701 <br />17.75 <br />PVI STA = 3+90.13 <br />ELEV = 690.9 <br />A.D. 12.60 <br />= <br />PVI EV <br />9692.06 <br />10 <br />°'1 <br />�+ <br />rn <br />+ <br />+ <br />.63 <br />K = <br />.D. <br />7.86 <br />K = <br />6.36 <br />O <br />>U <br />U <br />+ a M <br />P I ELE <br />= 9573.02 <br />N <br />Na <br />n <br />N <br />wm <br />w <br />A. D. <br />_ -1 .63 <br />raj <br />f <br />rn <br />> <br />> <br />d <br />> <br />Orn Orn <br />K= <br />5.0 <br />M <br />O <br />t.j <br />tp <br />N <br />+ <br />> <br />W <br />5% <br />d <br />Q J +� <br />F w .. N <br />+ <br />N <br />+rn +� <br />O <br />}O <br />} <br />� <br />+ <br />f <br />f <br />m <br />N <br />+ o <br />II <br />II <br />w <br />> <br />> <br />o_ <br />25.77 <br />a NN j> <br />mm <br />> <br />N w rri <br />�> of <br />w <br />Uc <br />w 1jj <br />U <br />o <br />EXISTI <br />G GROUND <br />¢ <br />w <br />F J <br />a° <br />jg-- %ZZ <br />�`' <br />m m w <br />m <br />w <br />N <br />W <br />Q J <br />d <br />> <br />d > <br />M <br />ONi <br />tn w <br />a <br />- <br />N <br />m <br />rn <br />j <br />a d <br />1 <br />3 <br />09 <br />n <br />co <br />o <br />N <br />N <br />+rn <br />M <br />p <br />m <br />N N rn <br />N <br />rn <br />r7 � <br />+ <br />a <br />II <br />II <br />19,755 <br />GiU rn� <br />U>U> <br />>mm >w <br />w <br />N <br />Vl <br />> <br />U <br />m <br />w� <br />&i <br />;> <br />II <br />II <br />H <br />w <br />> <br />_ <br />/ <br />PVI STA = 20+57.97 <br />m <br />w <br />23+02.52 <br />> <br />WET <br />PEF <br />IMETER <br />PVI <br />STA <br />wPVI <br />8� <br />ROAD <br />P <br />ASE <br />ELE = 9724.84 <br />A. D. -17.36 <br />El_ <br />1. <br />.D. _ <br />-11.69 <br />O.Ot�iSa <br />K 2.8 <br />K = <br />8.55 <br />NO <br />a0 <br />O tpw <br />Nh <br />hM <br />of <br />Oto <br />OM <br />O� <br />�(p <br />c0 OIN <br />�(p <br />Na <br />M O <br />^� N� <br />rn O� <br />h ^ of <br />�oJ rrn <br />rnrn <br />O� rn <br />of OOJ <br />�� <br />of <br />�W <br />I� M <br />n <br />^O <br />rnN <br />am <br />a . <br />cn <br />M rn^ <br />^a <br />r� <br />M <br />�O <br />a� <br />M <br />�(p <br />MM <br />M <br />�N <br />M M� <br />n4 <br />�N <br />M� <br />N^ <br />r <br />�h <br />N rn <br />N� <br />of Oa <br />N� <br />ro� <br />n . <br />CN <br />O <br />O <br />Imo^ <br />rn^ <br />NN <br />rn <br />OJ^ <br />ifl ifl� <br />rn^ <br />a� <br />O . <br />rn� <br />c0 c0� <br />�N <br />of r cON <br />NO aUj <br />rn n <br />Nt0 <br />Orn <br />ro <br />aN <br />ON <br />c0 <br />rnrn <br />Mrn <br />a <br />N� <br />of oJa <br />rn� <br />C^ <br />M� <br />I� ON <br />^O <br />M <br />�O <br />ON <br />of <br />�� <br />a <br />NM <br />O <br />tp <br />r <br />ftp <br />M <br />�N <br />a <br />W <br />tp <br />CN <br />O� <br />a� <br />C <br />N� <br />C <br />M <br />NO <br />C <br />«l <br />NN <br />N <br />n rn <br />N ifJ� <br />N <br />Orn <br />N <br />(O� tp <br />N N <br />rnrn <br />of <br />tDrn <br />t(lo <br />N t0O <br />t(l <br />N tp� <br />O <br />c0 t0 <br />N O <br />N t0M <br />t0 <br />�M <br />c0 <br />t0 <br />O� <br />N <br />O <br />�N <br />c0 <br />t0 <br />Oifl <br />N <br />O <br />�N <br />c0 <br />r <br />�O <br />c0 <br />ON <br />O rnrn <br />r <br />�N <br />c0 <br />ro <br />�t0 <br />c0 <br />of <br />N �r <br />O <br />�rn <br />O <br />N N <br />^� <br />t0 <br />M <br />r ^N <br />N <br />^� <br />r <br />n <br />^O <br />r <br />rn <br />^of <br />r <br />�O <br />r <br />N N <br />�N <br />of O� of of <br />N of <br />W <br />O <br />W W <br />O N <br />OJ r <br />of r <br />I� <br />r r <br />r <br />cD n <br />r <br />N <br />n r <br />r r <br />N <br />r ^ r <br />rn r <br />r r <br />O r <br />r <br />O t0 <br />r <br />O r <br />n rn� <br />O r <br />rn r <br />rn <br />rn r <br />rn r <br />Ol <br />Olrn <br />Orn <br />Trn <br />Orn <br />Orn <br />01rn <br />rnT <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rnrn <br />rn <br />T <br />rn <br />rn Q� <br />rn O� <br />rn O� <br />rn O� <br />rn O� <br />rn rn <br />rn rn O� <br />rn Orn <br />O� <br />rn rn <br />rn rn <br />rn rn <br />rn rn <br />rn rn <br />rn rnrn <br />rn rn <br />rn rn <br />rn rn <br />rn rn <br />rn <br />rn rn� <br />rn <br />rn rn <br />rn rn� <br />rn <br />QO+00 Q2+00 Q4+00 <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 TORO - PHASE 3.DWG <br />(RECV MAY 4, 201 0) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.OWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TORO MILE UMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />Q6+00 Q8+00 Q10+00 Q12+00 Q14+00 Q16+00 Q18+00 <br />100 0 100 200 FEET 100 0 100 200 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />VERTICAL EXAGGERATION -1X <br />Q20+00 Q22+00 Q24+00 <br />9900 <br />9700 <br />