2016-10-21_REPORT - M1980244 (34)

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C 9600 C 9500 z 0 w 9400 9300 I BIE W-00111111110 W, 100 0 100 200 FEET PVI STA: 11+00.00 1 PVI ELEV:9450.00 K:5.00 PVI STA- 11+79.90 L C50. 0 PVI ELF:9450.00 K:5.19 L C:50. 0 ` 00 o u, 9600 /) u� a a m U U m m LJ U 9ff0:7 1 9400 9300 n m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 HAUL ] SEGMENT STARTII 0- C 1 0- L2 9- C2 12 L3 14 C3 14 L4 16 C4 16 L5 17 C5 17 L6 22 C6 22 L7 23 C7 23 LS 26 C8 26 C9 29 L9 32 C10 32 L10 36 C11 38 _'1 40 C12 45 L12 49 C13 49 L13 55 C14 m L14 62 C15 65 L15 66 C16 EX STING GROU D 79 L17 80 C18 80 L18 83 C19 83 L19 85 C20 87 L20 88 — — HAUL ROAD ---- — _ FINISH D GRADE AT CE TERLI IE 0 W 0Il 0 0 N0 0 o 0 0 o O nM N N m OJ O O O O O O O O O O O O m O) M M M M M a a a a a a a a 9ff0:7 1 9400 9300 n m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 100 0 100 zoo Fr 100 0 100 zao Fr HORIZONTAL VERTICAL �� I '♦ ' v /�) REFERENCE: EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FIL RECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG (RECV MARCH 14, 2010) SQUAW GULCH BASE TORO - PHASE 2.DWG (RECV APRIL 24, 2010) SQUAW GULCH BASE TORO - PHASE 3.DWG (RECV MAY 4, 2010) CCV TORO EXPANSION 12-29-10 NORTH AREA. DWG (RECV JANUARY 13, 2011) CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG (RECV JANUARY 28, 2011) SH67 TORO 7-07-11OWG (RECV JULY 11, 2011) VLF2 TORO EXPANSION 8-05-11.DWG (RECV AUGUST 9, 2011) 09028-COMOSITE-TOPO MILE LIMITS.DWG (RECV MAY 28, 2010 FROM CC&V) C59.0' TRAVEL LANE C EXISTING GROUND — — —40-0' _— — — _ 21.0' 40.0' — — — — — _ HAUL ROAD ALIGNMENT — REFERENCE POINT 2 (MIN) x C 7.0' HIGH SAFETY BERM Varies 0.07 to 1.5% 2 08/15/13 REVISED HAUL ROAD PEI RE -ISSUED FOR COP C 1 07/10/13 REVISED HAUL HAUL ROAD RE -ISSUED FOR COP CFINISHED GRADE 0 01/07/13 ISSUED FOR CONS K K K TYPICAL PSSA HAUL ROAD SECTION DISCLAIMER C A2 0 0 A2 4 0 A2 4 1 FROM STA. 0+00 TO STA. 32+50 AMEC PRODUCED THE INFORMATION PRESENTED 0 USE OF TECHNICAL INFORMATION AND PRACTICAL ♦ EFFORTS. RECEIVING THIS DRAWING DOES NOT GL LEGEND: PROPOSED GROUND SURFACE CONTOUR AND EL. FEET i— — — CENTERLINE LINE )WALL' HAUL ] SEGMENT STARTII 0- C 1 0- L2 9- C2 12 L3 14 C3 14 L4 16 C4 16 L5 17 C5 17 L6 22 C6 22 L7 23 C7 23 LS 26 C8 26 C9 29 L9 32 C10 32 L10 36 C11 38 _'1 40 C12 45 L12 49 C13 49 L13 55 C14 57 L14 62 C15 65 L15 66 C16 74 L16 75 C17 79 L17 80 C18 80 L18 83 C19 83 L19 85 C20 87 L20 88 100 0 100 zoo Fr 100 0 100 zao Fr HORIZONTAL VERTICAL �� I '♦ ' v /�) REFERENCE: EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FIL RECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG (RECV MARCH 14, 2010) SQUAW GULCH BASE TORO - PHASE 2.DWG (RECV APRIL 24, 2010) SQUAW GULCH BASE TORO - PHASE 3.DWG (RECV MAY 4, 2010) CCV TORO EXPANSION 12-29-10 NORTH AREA. DWG (RECV JANUARY 13, 2011) CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG (RECV JANUARY 28, 2011) SH67 TORO 7-07-11OWG (RECV JULY 11, 2011) VLF2 TORO EXPANSION 8-05-11.DWG (RECV AUGUST 9, 2011) 09028-COMOSITE-TOPO MILE LIMITS.DWG (RECV MAY 28, 2010 FROM CC&V) C59.0' TRAVEL LANE C EXISTING GROUND — — —40-0' _— — — _ 21.0' 40.0' — — — — — _ HAUL ROAD ALIGNMENT — REFERENCE POINT 2 (MIN) x C 7.0' HIGH SAFETY BERM Varies 0.07 to 1.5% 2 08/15/13 REVISED HAUL ROAD PEI RE -ISSUED FOR COP C 1 07/10/13 REVISED HAUL HAUL ROAD RE -ISSUED FOR COP CFINISHED GRADE 0 01/07/13 ISSUED FOR CONS K K K TYPICAL PSSA HAUL ROAD SECTION DISCLAIMER C A2 0 0 A2 4 0 A2 4 1 FROM STA. 0+00 TO STA. 32+50 AMEC PRODUCED THE INFORMATION PRESENTED 0 USE OF TECHNICAL INFORMATION AND PRACTICAL ♦ EFFORTS. RECEIVING THIS DRAWING DOES NOT GL LEGEND: PROPOSED GROUND SURFACE CONTOUR AND EL. FEET i— — — CENTERLINE LINE )WALL'