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5750 <br />5725 <br />925 <br />5750 <br />575 <br />373 <br />-70 <br />W <br />-50 <br />40 -30 <br />-20 <br />-10 <br />"0 <br />32+00.00 <br />10 <br />20 <br />'30 <br />40 <br />30 <br />w <br />70 <br />70 <br />6o 50 <br />40 <br />30 20 <br />10 <br />5715 <br />10 <br />20 <br />3D 40 <br />so 60 <br />70 <br />and must meet Class 6 standards of the State <br />s7.o <br />5740 <br />sms <br />5715 <br />Paved Width = 24' <br />Highway Department. <br />5770 <br />70 <br />67e3 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />9+00.00 <br />10 <br />20 <br />30 <br />40 <br />so <br />aO <br />7D <br />930 <br />6765 <br />-- - <br />5765 <br />5750 <br />6'Po9 <br />5705 <br />6750 <br />S70D <br />57 00 <br />5755 <br />MIS <br />5755 <br />955 <br />9+6 <br />945 <br />945 <br />6740 <br />5>55 <br />W25 <br />5M <br />2) Subbase will consist of pit run gravel conforming <br />5= <br />Total Width =26' <br />5A5 <br />9735 <br />to Class 2 State Highway Standards with a maximum <br />5730 <br />5735 <br />5750 <br />70 60 so 40 <br />30 <br />20 <br />10 <br />0 <br />22+00.00 <br />10 <br />20 <br />30 <br />40 <br />so so 70 <br />5730 <br />5755 <br />5745 <br />- <br />- <br />- <br />- <br />- <br />5770 <br />5660 <br />- <br />- <br />am <br />,> <br />of 8 size. Machine crushed aggregate can also be used <br />I <br />I <br />5555 <br />6720 <br />3855 <br />5720 <br />590 <br />.( <br />\ \ <br />ig <br />5670 <br />conforming to State Highway Specifications. <br />5740 <br />m <br />5740 <br />5745 <br />3730 <br />3730 <br />6710 <br />70 <br />8D <br />bD <br />4O 30 <br />20 <br />10 <br />0 <br />t0 <br />20 <br />30 <br />40 <br />6D <br />50 <br />70 <br />3710 <br />smo <br />70 <br />W So <br />40 <br />30 20 <br />CAL ,_ <br />G. V <br />10 <br />20 ' <br />30" 40 " <br />I50. 60- <br />sew <br />70.. <br />oy <br />7o <br />W <br />50 <br />40 <br />30 <br />2D <br />10 <br />0 <br />10 <br />57,5 <br />70 80 <br />so 40 30 20 10 0 10 <br />20 30 40 so 80 7o <br />5775 <br />SO <br />70 <br />s»s <br />975 <br />_ <br />mlaoao <br />5773 <br />5876 <br />'0t0°°D <br />3) All courses shall be compacted to 95% maximum <br />n.mao <br />5765 <br />5875 <br />•. <br />5765 <br />dry density. <br />'\ <br />5725 <br />70 eo <br />5725 <br />30 40 So 00 70 <br />Sees <br />ISM <br />5753 <br />5770 <br />_. <br />_.- <br />'__.5555 <br />�y <br />�.0 /O <br />G <br />2.07% <br />30 40 30 20 10 0 10 20 <br />"'° <br />5700 <br />25100A0 <br />70 60 <br />50 40 30 20 10 0 10 <br />20 30 40 50 so 70 <br />5710 <br />4) Road surface prior to paving shall be primed with <br />5750 <br />31+5155 <br />r._ iV <br />9so <br />8746 <br />5746 <br />5760 <br />5700 <br />950 <br />5750 <br />5590 <br />MC -70 or similar product. <br />940 <br />_ <br />° <br />N <br />_ <br />940 <br />ISM <br />70 85 50 45 <br />30 <br />20 <br />10 <br />0 <br />10 <br />2D <br />30 <br />40 <br />5775 <br />50 60 70 <br />5750 <br />3790 <br />5M- <br />-2.0% <br />2.07_ <br />9660 <br />573D <br />70 <br />so <br />a0 <br />40 <br />30 <br />6700 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />eo <br />70 <br />6730 <br />,� <br />2140000 <br />5730 <br />3755 <br />5753 <br />2.0" pavement <br />` <br />5) County Engineer and District Road Foreman will <br />'+°°°° <br />- <br />15740 <br />�� <br />6870 <br />573° <br />5M <br />5]30 <br />5740 <br />RM <br />be notified prior to startup to schedule inspections. <br />5740 <br />5730 <br />- <br />am <br />70 <br />50 <br />40 <br />30 20 <br />10 <br />0 <br />10 <br />20 <br />30 40 <br />s0 W <br />5650 <br />70 <br />5745 <br />__ <br />minimum <br />70 20 <br />50 40 30 20 t0 <br />20 30 40 50 W 70 <br />5735 <br />5760 <br />5725 <br />5720 <br />5765 <br />5725 <br />6) Road Surface grades change on curves due to <br />n <br />3775 <br />-- -3]25 <br />\�� <br />4.0" <br />roadbase <br />910 <br />70 <br />12 +00.00.10 <br />W <br />�,,, <br />20 <br />10 <br />0 <br />t0 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />7710 <br />4% superelevation. <br />5705 <br />6745 <br />9736 <br />5760 <br />5750 <br />30'00.00 <br />1 F <br />O' <br />minimum <br />70 W 50 40 <br />30 <br />20 <br />no <br />o <br />,0 <br />20 <br />70 <br />40 <br />5o eo 70 <br />5710 <br />3750 <br />'^ <br />5750 <br />37n <br />70 <br />80 <br />s0 <br />40 <br />_..5710 <br />20 <br />!� <br />!� <br />0 <br />10 <br />20 <br />20 <br />40 <br />s0 <br />SIMI <br />70 <br />5725 <br />20105.00 <br />5135 <br />6755 <br />8+OD.00 <br />5100 <br />12.0" subbase <br />Inside ditch <br />5735 <br />15620 <br />5755 <br />9775 70 60 <br />571% <br />5665 <br />3D 40 ao W 70 5725 <br />3690 <br />_,15M <br />9760 <br />�� <br />minimum <br />minimum 1.5 fee t <br />30 40 30 20 to 0 10 20 <br />910 <br />5765 <br />57 <br />I <br />5785 <br />8670 <br />° <br />15870 <br />5740 <br />H95M <br />5745 <br />24+00.00 <br />5740 <br />3850 <br />9760 <br />-'. i3gB0 <br />ORIGINAL AND <br />depth and 1.5:1 <br />-� <br />3870 5870 <br />11 <br />11LJ <br />- _ - <br />__ <br />5735 <br />5755 <br />5735 <br />6560 <br />70 <br />20 <br />_ <br />40 <br />30 <br />10 <br />40 <br />. <br />10 <br />so <br />-__. __ _. <br />30 b <br />_ <br />50 80 <br />W <br />-70 <br />5730 <br />_ <br />5730 <br />sT/0 <br />10 s0 W 40 <br />20 <br />BD <br />10 <br />19400.40 <br />t9 <br />20 <br />Be <br />40 <br />6770 <br />s0 60 10 <br />5746 <br />RECLAIMED CONTOUR <br />sideslopes <br />3745 <br />38100.00 <br />70 5o <br />So 40 30 20 to 10 <br />_4_ 5550 <br />-' <br />„50005 <br />70 <br />20 <br />50 <br />40 <br />:870 <br />JO 60 <br />50 40 30 20 10 0 10 <br />s5m <br />20 30 40 50 60 70 <br />0 <br />10 <br />20 <br />30 <br />40 <br />30 <br />00 <br />a7ls <br />920 <br />375 <br />"100.°° <br />ROAD CONTOUR <br />5735 <br />5735 <br />5755 <br />38`A 3630 <br />711 s0 s0 40 1p 20 10 0 10 20 30 40 W s0 70 <br />S+OD.00 <br />3753 <br />i75S <br />- sr3s <br />3765 <br />L <br />45MOD <br />6755 <br />5740 <br />5710 <br />55'7055 <br />- ,._ -.:_- - .. -.... _- 3705 <br />Notes: <br />5725 <br />5725 <br />11 <br />H <br />5125 <br />5745 <br />950 <br />5190 <br />5719 <br />5743 <br />5745 <br />$715 <br />671 5 <br />J- <br />5715 <br />6f40 <br />5743 <br />3770 <br />5740 <br />4+50 <br />6450 <br />70 <br />50 <br />50 <br />40 30 <br />20 <br />10 <br />0 <br />29100.00 <br />10 <br />20 <br />30 <br />40 <br />SO <br />5730 <br />5890 <br />395 8576 <br />11 <br />3705 <br />0690 <br />5705 <br />5735 <br />° <br />6730 <br />6770 <br />A s4 50 40 <br />20 <br />20 <br />t0 <br />0 <br />16100A0 <br />20 <br />20 <br />30 <br />40 <br />6775 <br />W s0 20 <br />5773 <br />5885 <br />57.Rf <br />20 30 40 so. 60 70. <br />57� <br />70 <br />BO <br />6595 <br />5M 9688 <br />5720 <br />7D <br />50 <br />a0 <br />40 <br />30 <br />20 <br />t0 <br />0 <br />10 <br />20 <br />30 <br />40 <br />DO <br />20 <br />>D <br />3720 <br />40 <br />70 <br />s0 <br />70 <br />$735 <br />920 <br />5750 <br />57eo <br />5665 <br />n <br />°' <br />beeb <br />5655 i -3635 <br />X70 eo DO 40 70 20 f0 0 10 20 30 w So 50 70 <br />5720 <br />e6ea <br />- <br />�� <br />4415550 <br />5580 <br />70 20 <br />s0 40 30 211 10 0 to. <br />SO 40 30 20 10 0 10 20 <br />101.00,00 <br />23+00.00 <br />Silo <br />5770 <br />5576 <br />5576 <br />sm <br />s7� <br />5760 <br />570 <br />5]80 <br />5666 <br />5853 <br />3740 <br />B7O <br />670 <br />�'0 <br />676 <br />676 <br />-f6870 <br />or basecourse shall <br />be crushed <br />70 <br />60 s0 <br />40 <br />30 20 <br />10 <br />0 <br />37+0000 <br />10 <br />20 <br />30 40 <br />a0 60 <br />70 <br />5875 a am <br />6755 <br />5790 <br />3750 <br />5700 <br />3660 <br />a <br />3770 <br />6720 <br />5765 <br />5555 <br />a readbase <br />aggregate compacted to minimum of 4" depth <br />5750 <br />5750 <br />575 <br />373 <br />-70 <br />W <br />-50 <br />40 -30 <br />-20 <br />-10 <br />"0 <br />32+00.00 <br />10 <br />20 <br />'30 <br />40 <br />30 <br />w <br />70 <br />70 <br />6o 50 <br />40 <br />30 20 <br />10 <br />0 <br />41+01100 <br />10 <br />20 <br />3D 40 <br />so 60 <br />70 <br />and must meet Class 6 standards of the State <br />s7.o <br />5740 <br />sms <br />5763 <br />Highway Department. <br />5770 <br />70 <br />so <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />9+00.00 <br />10 <br />20 <br />30 <br />40 <br />so <br />aO <br />7D <br />930 <br />6765 <br />-- - <br />5765 <br />5750 <br />6750 <br />S70D <br />57 00 <br />9+6 <br />945 <br />945 <br />6740 <br />5M <br />2) Subbase will consist of pit run gravel conforming <br />5A5 <br />9735 <br />to Class 2 State Highway Standards with a maximum <br />5730 <br />5750 <br />70 60 so 40 <br />30 <br />20 <br />10 <br />0 <br />22+00.00 <br />10 <br />20 <br />30 <br />40 <br />so so 70 <br />5730 <br />5770 <br />5660 <br />am <br />,> <br />of 8 size. Machine crushed aggregate can also be used <br />6720 <br />5720 <br />590 <br />ig <br />5670 <br />conforming to State Highway Specifications. <br />5740 <br />5740 <br />3730 <br />3730 <br />6710 <br />70 <br />8D <br />bD <br />4O 30 <br />20 <br />10 <br />0 <br />t0 <br />20 <br />30 <br />40 <br />6D <br />50 <br />70 <br />3710 <br />smo <br />70 <br />W So <br />40 <br />30 20 <br />10' <br />0 <br />10 <br />20 ' <br />30" 40 " <br />I50. 60- <br />sew <br />70.. <br />oy <br />7o <br />W <br />50 <br />40 <br />30 <br />2D <br />10 <br />0 <br />10 <br />2D <br />30 <br />40 <br />30 <br />SO <br />70 <br />s»s <br />975 <br />mlaoao <br />'0t0°°D <br />3) All courses shall be compacted to 95% maximum <br />n.mao <br />5765 <br />5765 <br />dry density. <br />ISM <br />5753 <br />5770 <br />"'° <br />5700 <br />5710 <br />4) Road surface prior to paving shall be primed with <br />5750 <br />9so <br />8746 <br />5746 <br />5760 <br />950 <br />5600 <br />5590 <br />MC -70 or similar product. <br />940 <br />_ <br />° <br />N <br />_ <br />940 <br />ISM <br />70 85 50 45 <br />30 <br />20 <br />10 <br />0 <br />10 <br />2D <br />30 <br />40 <br />5775 <br />50 60 70 <br />5750 <br />3790 <br />5M- <br />9660 <br />573D <br />70 <br />so <br />a0 <br />40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />eo <br />70 <br />6730 <br />2140000 <br />` <br />5) County Engineer and District Road Foreman will <br />'+°°°° <br />15740 <br />�� <br />6870 <br />5M <br />RM <br />be notified prior to startup to schedule inspections. <br />5730 <br />- <br />am <br />70 <br />50 <br />40 <br />30 20 <br />10 <br />0 <br />10 <br />20 <br />30 40 <br />s0 W <br />5650 <br />70 <br />5745 <br />5745 <br />3760 <br />5760 <br />5725 <br />5720 <br />39100.00 <br />6) Road Surface grades change on curves due to <br />n <br />3775 <br />3771 <br />910 <br />70 <br />so <br />W <br />40 30 <br />20 <br />10 <br />0 <br />t0 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />7710 <br />4% superelevation. <br />5705 <br />- <br />9736 <br />5760 <br />5750 <br />30'00.00 <br />70 W 50 40 <br />30 <br />20 <br />no <br />o <br />,0 <br />20 <br />70 <br />40 <br />5o eo 70 <br />3750 <br />5750 <br />37n <br />70 <br />80 <br />s0 <br />40 <br />SD <br />20 <br />10 <br />0 <br />10 <br />20 <br />20 <br />40 <br />s0 <br />60 <br />70 <br />5725 <br />20105.00 <br />5M <br />8+OD.00 <br />15620 <br />975 <br />571% <br />5665 <br />_,15M <br />9760 <br />910 <br />5765 <br />I <br />5785 <br />8670 <br />15870 <br />5740 <br />5740 <br />5'760 <br />9760 <br />-� <br />3870 5870 <br />11 <br />11LJ <br />- _ - <br />__ <br />5755 <br />5735 <br />6560 <br />70 <br />�_ -- <br />80 50 <br />_ <br />40 <br />_ <br />3D 20 <br />10 <br />_ <br />0 <br />. <br />10 <br />__ _. _ <br />20 <br />-__. __ _. <br />30 b <br />_ <br />50 80 <br />- _- _ ia650 <br />70.... <br />___ <br />5730 <br />_ <br />5730 <br />sT/0 <br />10 s0 W 40 <br />20 <br />BD <br />10 <br />19400.40 <br />t9 <br />20 <br />Be <br />40 <br />6770 <br />s0 60 10 <br />5746 <br />3745 <br />38100.00 <br />_4_ 5550 <br />-' <br />5720 <br />70 <br />20 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />30 <br />00 <br />70 <br />920 <br />5735 <br />5735 <br />38`A 3630 <br />711 s0 s0 40 1p 20 10 0 10 20 30 40 W s0 70 <br />S+OD.00 <br />45MOD <br />5725 <br />5725 <br />5125 <br />950 <br />5190 <br />5719 <br />$715 <br />671 5 <br />J- <br />5715 <br />6f40 <br />5740 <br />4+50 <br />6450 <br />70 <br />50 <br />50 <br />40 30 <br />20 <br />10 <br />0 <br />29100.00 <br />10 <br />20 <br />30 <br />40 <br />SO <br />60 <br />70 <br />395 8576 <br />3705 <br />5705 <br />5735 <br />° <br />6730 <br />6770 <br />A s4 50 40 <br />20 <br />20 <br />t0 <br />0 <br />16100A0 <br />20 <br />20 <br />30 <br />40 <br />6775 <br />W s0 20 <br />5885 <br />6595 <br />5M 9688 <br />5720 <br />7D <br />50 <br />a0 <br />40 <br />30 <br />20 <br />t0 <br />0 <br />10 <br />20 <br />30 <br />40 <br />DO <br />20 <br />70 <br />3720 <br />5750 <br />57eo <br />5665 <br />n <br />°' <br />beeb <br />5655 i -3635 <br />X70 eo DO 40 70 20 f0 0 10 20 30 w So 50 70 <br />�� <br />4415550 <br />Silo <br />5770 <br />5576 <br />5576 <br />sm <br />s7� <br />5760 <br />5]80 <br />5666 <br />5853 <br />3740 <br />�'0 <br />676 <br />676 <br />70 <br />60 s0 <br />40 <br />30 20 <br />10 <br />0 <br />37+0000 <br />10 <br />20 <br />30 40 <br />a0 60 <br />70 <br />5875 a am <br />5790 <br />3750 <br />a <br />3770 <br />6720 <br />5765 <br />5768 <br />Po s_� <br />8886 5665 -�•, �..�1, 2!0 <br />_ <br />70 50 20 40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 60 70 <br />940 <br />940 <br />- - -- <br />5720 <br />20 <br />30 <br />40 <br />so <br />as <br />70 <br />8720 <br />17400.00 <br />q +,E i)�a j� <br />5659 MAY <br />d020 70 20 so 40 30 20 ,0 1 <br />70 <br />60 <br />so <br />40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />5730 <br />5730 <br />3723 <br />6725 <br />,0 20 30 4o m eo ]0 5 U J <br />3+00.00 <br />431°00.00 <br />- <br />5720 <br />70 <br />50 <br />50 <br />40 30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />so <br />so <br />70 <br />5720 <br />5713 <br />3715li <br />a.f2rT1a!Son, <br />F.",7/J. g7(}(j �',}y <br />26100.50 <br />ISM <br />5776 <br />5705 <br />5703 <br />3745 <br />5740 <br />3755 <br />5765 <br />6696 <br />34+6 <br />5580 5580 <br />5730 <br />_ <br />930 <br />3755 <br />70 W 60 40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />3 755 <br />20 so 70 <br />3765 <br />965 <br />5685 <br />m <br />n <br />6665 <br />8670 3670 <br />3720 <br />70 <br />50 <br />60 <br />40 <br />30 <br />20 <br />10 <br />0 <br />t0 <br />20 <br />30 <br />40 <br />s0 <br />50 <br />70 <br />6720 <br />16+00.00 <br />5765 <br />5755 <br />6876 <br />6575 <br />. 5860 <br />70 50 50 40 30 20 t0 0 10 20 30 40 30 W 70 <br />2+00.00 <br />42+00.00 <br />945 <br />945 <br />6666 <br />70 <br />60 50 <br />40 <br />30 20 <br />10 <br />0 <br />10 <br />20 <br />30 40 <br />50 80 <br />5668 <br />70 <br />5770 <br />5770 <br />5733 <br />935 <br />36'1'2020 <br />6780 <br />5780 <br />'3760 <br />3760 <br />5723 <br />5725 <br />5740 <br />< <br />940 <br />3750 <br />3700 <br />70 <br />80 <br />50 <br />40 10 <br />20 <br />10 <br />0 <br />27+00.00 <br />10 <br />20 <br />30 <br />40 <br />60 <br />60 <br />70 <br />5725 <br />7o w W 40 <br />30 <br />20 <br />to <br />0 <br />50 <br />20 <br />3D <br />40 <br />50 60 70 <br />5725 <br />WESTERN FUELS - COLORADO <br />5730 <br />70 <br />60 <br />a0 <br />40 <br />20 <br />20 <br />t0 <br />0 <br />10 <br />20 <br />30 <br />40 <br />30 <br />60 <br />70 <br />5730 <br />6+-00.00 <br />5715 <br />575 <br />A LIMITED LIABILITY COMPANY <br />l+oaoo <br />6785 <br />ISM <br />5M <br />6705 <br />NEW HORIZON MINE <br />5770 <br />3770 <br />�, <br />P.O Box 628, NUCLA, CO. 81424 <br />Oti3i'6.:, <br />3760 <br />9� <br />n <br />57W <br />a <br />5595 <br />6 <br />6750 <br />a <br />8760 <br />^� <br />5750 <br />946 <br />° <br />5745 <br />SBA <br />3B&5 <br />. •; <br />MAP2.05.3(3) ->O <br />pia <br />940 <br />95730 <br />910 <br />6780 <br />70 ao so 40 <br />70 <br />20 <br />to <br />0 <br />,0 <br />20 <br />20 <br />40 <br />6750 <br />So ao 70 <br />sl3s <br />5735 <br />5673 <br />595 <br />eLlg y <br />Z� � ®�* <br />BB Detour Road <br />3730 <br />70 <br />6D <br />so <br />40 <br />30 <br />20 <br />10 <br />0 <br />��� <br />10 <br />20 <br />30 <br />40 <br />so <br />da <br />70 <br />14+00.00 <br />3723 <br />70 <br />ao <br />So <br />4o m <br />20 <br />,o <br />o <br />to <br />20 <br />30 <br />4o <br />w <br />eD <br />70 <br />5725 <br />3663 <br />5565' <br />wQ : e . °� <br />�\F� P /an/Profi /e <br />z6waao <br />70 <br />eo so <br />40 <br />30 20 <br />,D <br />o <br />3510500 <br />m <br />20 <br />3o w <br />60 eo <br />70 <br />°•., >' <br />GOVT. INTERVAL NA DWG. DATE 03/26/09 REV. NO. <br />- <br />CONT. DATE REV. DATE: 06/20/09 <br />DRAWN BY: M. NO.: <br />ROSS COBRA, PE <br />