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3776 5740 6716 3715 Paved Width = 24' 6700 was 6105 6706 Total Width =26 �6 6766 + ° a m 4400 r Ni 6756 �� m 6746 8666 6600 3756 n 6716 37]0 C /L 3745 675 70 w m a m m 10 0 10 m 30 40 5 w 70 6670 6676 13+00.00 - i_l 6725 70 w m w 30 m 10 0 - 10 m 30 w 4e llo_ 70 70 w 50 40 30 m 10 0 to m 30 • 40 so w 70 � � i � � -2.0/O � i s.. �.�`%70� x m46awt _ m 340000 i 6700 i . 0 0 2.0 Q%--, 6704 2.0tr pavement 5700 m 67°° 0700 67w 0700 6'30 minimum 6740 670 57156 5766 ro w 5 w m m ,° ° ,a m m w m w 70 n 6700 5700 �- 4.0 roadbase ,2+01100 .20.E minimum . 3746 ' 3748 3710 '" 5710 m 6/6 Inside ditch 6736 "B0 '°° 12.0" subbase 5766 5766 3700 4725 70 w 50 40 m m 10 0 10 m 30 40 m m 70 0400 6600 minimum minimum 1.5 feet q - - =* - - - 115148 0+0060 ORIGINAL AND depth and 1.5:1 m,e 6600 4400 3766 6736 RECLAIMED CONTOUR sideslopes ro w w w So m ,0 0 10 m 30 40 5 ea 70 6670 6670 11 +00.00 - ro w. - 00. 40 - 30 . 0 10 0 10. .m. m 40. .m w 70 67]6 0070 ROAD CONTOUR am 67°° 5744 3766 0766 5740 5740 5700 5700 Notes : 44 6746 low 3745 °746 6745 3700 5730 9600 hew 6735 07°5 mm 70 40 w 40 m m 10 ° 10 m w 40 5 w 70 70 . w w b -30 - m 10 . 0 10 20 30 40 00 w 70 5700 6730 0400 10+00.00 2]+00.00 "'° 0710 6670 6670 1) Roadbase or basecourse shall be crushed 5700 5M Q660 6600 aggregate compacted to minimum of 4" depth 70 m m 40 3o m 10 0 10 m 30 40 50 w 70 70 w m 40 m m 10 0 10 m 30 40 5 w ro 6700 am 5776 6776 32+°400 41 +00.00 and must meet Class 6 standards of the State $740 3740 3766 Highway Department. 6740 6730 67m 3766 " 5700 '70 w 00 w 5 m' ie - 0 10 'm 66 ' 40 - 00 w 70 6700 5770 5700 3700 6+01100 - 2) Subbase will consist of pit run gravel conforming 6746 3745 0040 3740 Dew 4400 3766 6600 to Class 2 State Highway Standards with a maximum 6136 6700 °"° 0000 of 8" size. Machine crushed aggregate can also be used 70 w 5 w 5 m ,° ° tv m m w 5 w 70 �011w conforming to State Highway Specifications. 6750 - 37m -3670 6670 6700 6700 5740 5740 671° 671° Sew 6660 70 m m 40 30 m 10 0 10 20 711 w 5 w 70 70 m 00 40 m m 10 0 10 m 30 40 m m 70 6730 5100 5776 5776 31+01100 70 6 5 w So m ,a 0 10 m m w 5 w .70 4o+a11w 3 All courses shrill be compacted to 95% maximum 6 +0000 � dry density. 6700 6766 3766 °"° °"° °'°° °'°° 4) Road surface prior to paving shall be primed with 575 $745 s1° a7ao 3700 6600 6600 MC -70 or similar product. 5740 6740 0736 U735 70 w m 40 30 m 10 0 10 m 30 40 66 w 70 JIM 570° °m° 6600 n 675 21+00.00 6670 5) County Engineer and District Road Foreman will 6700 Ell em 67.0 6670 be notified prior to startup to schedule inspections. 70 w m 40 30 m 10 0 10 m 00 w 5 w 70 7 +00,00 5730 3730 0400 4400 70 w w w m m to o to 20 So w 5 w ro 36+00 00 5740 a70o 917,0 6) Road Surface.-grades change on curves .due to qfl5748 67)0 670 6716 5�° 4% superelevation. e7+e 70 w 66 w 5 m ,° 0 10. m So ro m 5 70 Sp+wvo 3736 5]]5 6700 3700 70 w m 40 30 m 10 0 10 m 30 40 66 w 70 -670° -6000 2001100 3700 elm 70 w w b _>D •'"PO 10 0 10 m Jo 40. 5 60 6+00.00 576 am am am 6180 p00 am .6670 6670 5746 5740 F160 • 0700 5570 6670 5740 5766 0.]w 6660 5000 0730 ern 0770 m -40 00 40 30 m 10 0 40 w 00 •40 m w 70 4 376 70 w 60 N w w 10 0 30 w w 40 w m w m 25+00,00 6680 14+00.06 6745 5740 Se4° 4400 am am 6700 70 w #44 ____ w 40 00 m /0 h00.00 t0 m m 40 w w 70 177,! 57.76 70 m m b >D m 10 a 10 m 3° 40 66 m 70 4600.00 5725 3725 3776 5700 5715 3716 6715 6716 70 w 5 40 5 m 10 0 10 m 30 Q 5 5 70 4100 91+01100 °67° 6670 6740 step �� 6710 m 6730 0770 �0 a>m 7o w 66 w w w 10 0 10 w w 40 w w ro m 16+00.00 0666 3466 ',g 6665 67110 007110 m 6700 6600 70. -:-W w m 3p . m ,n o ,a. , m 5 . w- .m W. , ro -6700 0444 4046 70. m m 40 So m to o ,o. -an 5 40. . m 00. .70 5555 1000.00 001100 5770 6770 6670 0075 6766 3755 3700 5700 am ewe . 70 00 w 40 m m 10 0 10 m 30 40 w w 70 0070 6740 3716 d 0076 Sim 3700 37+61100 + 5005 5740 u 6730 5766 6700 0666 5730 h 70 m m w 30 m 10 0 10 m m a w w 70 3740 #k5740 5555 mm 17+01100 m 10 0 10 m b 40 m w 70 67]0 6700 .6666 70 w w 40 30 m +40.00 ewe ro w m 40 30 m 10 0 10 m 30 - 40 w w 70 5566 43+00,00 D7m 5715 y 70 w w 00 30 20 10 0 10 m 30 40 m w 70 76+00.00 5775 5776 5706 5705 im f5730 5745 3746 aem 4700 5700 5700 6670 70 . e so m m >e a 115 m 30 -415 m -ee 70 - 0004 6670 25 554° 5700 0766 0066 6676 70 w m w So m 10 7+0000 10 m 30 40 m w 70 6475 ro (w 5 w m m 10 0 ,0 m So 4o m w 700 555° t RECEIVED 40. +0000 6746 6746 am 4666 AUG 3 0 2006 70 w w 40 30 m 10 0 10 m m 40 66 w 70 670 67fo 3736 6736 36 +00•0D Division O, Reclamation. Mining and Safety r ffS740 S7w 6725 5725 LLEELF .5700 70 w w 40 00 m 10 0 10 m b w 5 t0 70 6760 n011w WESTERN FUELS - COLORADO 6740 70 w 00 40 - 30 - 001 10 0" ,0 - m 30 40 'm - m 70 15+01100 5700 5716 70 00 00 40 30 m t0 1+00.00 10 m >0 w m w 70 6710 LIMITED LIABILITY COMPANY 5700 6700 4766 4766 pQ REC�s NEW HORIZON MINE 6770 670 4766 4704 4400 • w1g.�• lF9 P.O Box 828, NUCLA, CO. 81424 0400• lyG, 4Q 4760 6760 67m 3744 3744 0444 am M*M 6566 MAP 2.05.3(3) -10 6760 h - s71e 3700 3766 .. + 70 00 m w 5 200 10 0 10 m m 40 w m 70 6736 6676 ,4+o11op 6676 BB Detour Road 3730 - 6725 sm lONA1. 5730 70 w m 40 30 m 10 00 0 f0 m m 40 00 w ro ro w 66 w w m 10 0 10 m m w -m m m 70 ' w m w >o m 10 0 10 m m- 40 - S m 70 �'w �7>• >•�+/ �� 98+0000 36+00,00 �- 1 /Oro CONE. INTERVAL NA DWG. DATE 3/26/05 REV. NO. CONr. DATE REV. DATE: GRAM •F: \�ng \DA7'A \ADAD \perm = it \2005 NH2_PERMIT \MAP 2:05.3(3)8,9,10,13,16 Roads 20m6r08.dwg � Gam. PE rn�� O