Laserfiche WebLink
5725 <br />5725 5725 <br />__.5740 6TW 6TW 5715 ]0 W 5 b........ _30_x. 20 10 29 +00.5 10 20 _...x_30 40 W 80 ]IO 5715 5715 __ - .._- _...._ .., - -.i Mn %75 �v�c�/p �iR�e d t <br />5740 6T00 5705 5705 � � i° . <br />5730.._ - 5730 5 5T10 _.." %651 _ �,. %65 <br />- - -_ 70 80 W b 00 W 10 0 10 60 W 40 5 60 W 5695 4x� <br />r <br />1 00m <br />5720 5720 1 _ - -___ . \. .. _...'__ 1 '_.. ° <br />70 60 W 40 30 20 ,0 0 10 2 + 2U335 <br />W b 30 20 10 0 10 20 30 b 5 60 70 - %55 <br />H0Q00 5]60 57 <br />_ 5 %65 , ! ? 5685 44+00 W 0 W b W BO 70y °w • 4 <br />5655 <br />70 60 • • r <br />5770._ - 5770 %75 � `7'• • ••••• <br />1 %75 :!?[ r4,���. A <br />m _...15T15 5]80, 1 5760 %65 70 60 W 40 W 20 10 0 10 20 30 40 5 - 90 '70 _ V <br />5785 -_ 1 %85 <br />5730 _ ���� 5765 -! 37+00.00 %75 ' %75 <br />5740 57]5 -. 5]00 `1i!j�'�"v ""' <br />70 60 . <br />5740 ...._ 1. <br />J_ _... .. 5750, -_ -_ <br />_. ..i - 1 <br />5765 _ � _ %% - <br />5 40 W 20 /0 0 10 20 30 b 5 60 70 5]+O. 57Q t 40 ]0 60 5 b 30 20 10 0 10 20 W b W 60 %65 <br />5720 1N +00.5 MM <br />5720 5725 7 <br />70 80 5 b 5 20 10 0 10 20 W 40 W BO 70 <br />575 .. 5735 5725 ° 3 +0006 1 I �. � ' I 1 � -� 43+00.5 <br />5720 5720 5715 "5715 <br />70 60 5 40 W 20 10 0 10 20 5 b W 60 70 <br />5]]5 "^ . 00.00 4 <br />5775 _ 5705 5705 <br />b _ <br />6Jb <br />5740 566 <br />. <br />57301 5]65 6765 %95 - 1 5695 <br />_ 5730 5]55 _ 5670 <br />5 � W 30 7 20 10 0 30 40 5 60 ]0 5]55 . %85 - <br />5720 5720 164 +00.00 %65 %70 _ _ � - -_ � t.: <br />]0 60 <br />1 . ; - -. _ - _ <br />0 60 5 40 30 20 10 0 10 20 W O W 60 70 5765 5]65 i- \ 1 0 10 2{2 +00.00 <br />- _ 588° 70 80 W� - b W 20 10 0 5 b 50 6 565 <br />5755'_. ^ - -b755 %]5 _ %75 0 ]0 <br />2 +00.00 <br />r <br />I <br />5745 5745 5665 _ -� 5665 <br />70 60 50 b 30 20 10 0 10 20 5 40 5 X60 70 <br />57M - 5770 36 +00.00 <br />_ 5735'- I- 15735 <br />575. 5760 .. _. <br />5]5 . 1 1. _ -�___ 15760 - <br />_ _ 5725. 1 5725 <br />7 00.00 <br />70 80 5 b 30 20 10 0 10 20 5 b W 60 ]0 <br />1 - , - .. SJb I � 60 5 tO 30 20 10 0 10 20 30 40 50 8 5JM 27 +005 <br />57401 0 _''0 _._ .. _ -W 80 70 5730 575 0 154 +'.._ - 0 70 5]25 5]25 20 30 0 I <br />5736 - -I � &a -_ = _� WESTERN FUELS - COLORADO <br />70 so 50 b W 20 10 <br />5715 I �5715 , A LIMITED LIABILITY COMPANY <br />NEW HORIZON MINE <br />+W.S <br />I ��J <br />5785_ 5765 5705 '.5]05 <br />P.O Box 628, NUCLA, CO. 81424 <br />5770 - -- .,5770 - <br />5755_ 575 W95 1, %95 <br />_. __. _- - _ - - - 5750 5760 5]60 \" s 1 ' MAP //1 1/ <br />575 - - I 70 _. - 80 5 40 5 2 5]45 _ .. 5745 %85 %85 �!S a k � • D� � / O <br />� � 6 3(3) � <br />_ _ 5Jb T BB Detour Road 1 l0 <br />_ - 5]50 - - _ 5J5 <br />1, ' ��� -� _ 0 10 0 t0 20 5 b 5 6o Jo 5735. 5736 %75 1 % "1 e <br />_ _.-- . -_ -_!- 573° 144+00.00 - J <br />70 5 5 b 30 20 10 0 10 20 W b 5 80 70 5725 � I I ' I I 57255 %65 <br />0 +00. 1 - '-.__ ', - - T -- - i PX^ '•. <br />_ 0 76 W 5 , v. �� P/an/Profi/e <br />5 ]0 60 1 W b 5 20 10 0 10 20 d0 b W 80 7 I <br />� 5666 <br />b 5 20 10 0 10 20 5 b 50 60 70 <br />28 +00.00 35 +00.00 <br />4 <br />eu Tnno ^ V <br />! C v DWG. DATE: 03/26/09 REV. NO. <br />nCOTtT. INTERVAL NA <br />CONT. DATE: REV. DATE: 08/20/09 <br />DRAWN BY DWG. NO.: <br />ROSS GUBKA, PE PERMIT BASE 26JULY10 DRAFT.dwg <br />5725 <br />_ 5725 <br />5715' <br />- 571S <br />- <br />Paved Width = 24' <br />5,65 _, <br />5,6 <br />5705.. <br />.5705 <br />5765. <br />5765 <br />- <br />c <br />- <br />_ %95 <br />Total Width =26' <br />-- <br />_ <br />5]55 <br />` <br />- -. - <br />-I_ <br />- <br />5755 <br />5]45 <br />5745 <br />-' <br />hu <br />1 <br />%65. <br />%65 <br />\ \ <br />G V <br />C <br />- <br />5745 <br />70 <br />- BO <br />W <br />40 <br />- 5 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />b <br />50 <br />60 <br />70 <br />35 <br />57'_- <br />5735 <br />5675' <br />- - <br />5875 <br />13+00.00 <br />I <br />5725 <br />70 60 50 b W <br />ZO <br />- <br />10 0 10 <br />_ 7 .5725 <br />20 30 - b 5 60 70 <br />5665 <br />%66 <br />� <br />0 % <br />2. 0 / � <br />25th 00.00 <br />70 <br />60 50 40 30 20 10 0 10 <br />34+00.00 <br />20 30 50 60 70 <br />b <br />•.. <br />V <br />- <br />5760 <br />- ._ -,__ <br />-_ _ <br />_. _.., <br />-. <br />5760 <br />-2.070 <br />2.07. <br />57W <br />- <br />5750 <br />5765..- <br />5765 <br />„ <br />2.0 paverment <br />. <br />- <br />- <br />57b <br />- <br />- <br />-_� <br />-_ <br />57b <br />I <br />5730. <br />5730 <br />minimum <br />70 <br />60 <br />W <br />b <br />5 <br />20 <br />10 <br />0 <br />12+00 <br />10 <br />20 <br />30 <br />40 <br />W <br />60 <br />JO <br />5]55 <br />_ <br />5755 <br />572° <br />5746 <br />`r��'\- <br />4.0" <br />roadbase <br />_ <br />575 <br />- <br />5745 <br />minimum <br />5710 <br />n <br />5710 <br />( <br />5 735 <br />15735 <br />- <br />5700, <br />5700 <br />Inside ditch <br />12.0" subbase <br />57 % - <br />-- <br />5755 <br />5725 0 _- ea . - -- b , <br />20 b 55 eo ,0 5725 <br />%96 <br />5666 <br />m I n I m u m minimum 1.5 feet <br />26 <br />16 6 a <br />5745. <br />�I <br />5745 <br />24 00.00 <br />%5 <br />565 <br />ORIGINAL AND <br />depth and 1.5:1 <br />_- <br />5735 <br />70 <br />W <br />5 <br />b <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />36 <br />to <br />56 <br />W <br />70 <br />5735 <br />RECLAIMED CONTOUR <br />s i d e s l o p e s <br />11 +00.66 <br />576 <br />70 <br />60 55 40 W 20 15 6 w <br />5670 <br />20 so +9 b5 w 70 <br />5 775 1 <br />5775 <br />33+501 <br />ROAD CONTOUR <br />5765 <br />5765 <br />5755 <br />5755 <br />5]55 <br />- <br />"^- <br />'. <br />__ <br />I <br />'.5755 <br />5]b. _.___ <br />5740 <br />5700 <br />5700 <br />Notes: <br />-_ <br />'. <br />5745._ <br />SJ45 <br />5745 - <br />1 <br />.1,� <br />_ <br />1 <br />-.5]45 <br />5730. <br />5730 <br />%90 <br />5890 <br />_... -i <br />- -.. <br />5735 <br />70 <br />W <br />5 <br />b <br />30 <br />\ <br />20 <br />10 <br />0 <br />10 <br />20 <br />5 <br />b <br />5 <br />80 <br />70 <br />5735 <br />5735 <br />70 60 5 b 30 <br />20 <br />10 0 10 <br />- -. <br />5735 <br />20 5 40 5 60 70 <br />5720, <br />(; <br />5720 <br />5680 <br />%80 <br />9 __ <br />10+0000 <br />2 00.00 <br />4- <br />57, 0 <br />5710 <br />%'° <br />1) Roadbase or basecourse shall be crushed <br />5760' <br />-- <br />-._ <br />-._ <br />_.. <br />__ <br />-- <br />- <br />- <br />. - <br />-. -.- <br />-- <br />__. <br />-- <br />-- <br />-__ <br />5700 <br />5665 <br />_ <br />-- <br />.- <br />- - -.. <br />�- <br />_ <br />-_ -- -5669 <br />aggregate compacted to minimum of 4" depth <br />s75 <br />-. <br />s75 <br />5775 <br />5775 <br />70 <br />60 5 40 30 20 10 0 to <br />32 +50.66 <br />20 30 b 5 60 70 <br />70 5 <br />5 40 W 20 to 0 10 20 30 b so 60 70 <br />41 +0000 <br />and must meet Class 6 standards of the State <br />_. <br />5740 .. <br />5740 <br />5765 <br />5785 <br />Highway Department. <br />i <br />5730 <br />JO <br />60 <br />5 <br />b <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />b <br />5 <br />60 <br />70 <br />5730 <br />57 55 <br />1'5755 <br />575._ <br />57W <br />5700_ <br />5700 <br />9 +00.00 <br />57,5 <br />-15745 <br />5b <br />L 5740 <br />%5 <br />%90 <br />2) Subbase will consist of pit run gravel conforming <br />_ <br />_ <br />_ <br />515 <br />5735 <br />' <br />to Class 2 State Highway Standards with a maximum <br />57W_ <br />675 <br />J° 66 5 b W <br />2 0 <br />10 0 10 <br />22w66.5 <br />20 30 10 W 60 70 <br />-'. <br />`� <br />-I- <br />-- 57111 <br />I- <br />%5 <br />- <br />- <br />-,. <br />X1565 <br />of 8 » size. Machine crushed aggregate can also be used <br />572 0 . <br />-L 5 <br />%'° <br />%'° <br />conforming to State Highway Specifications. <br />57b <br />_ <br />- <br />5,6 <br />5730 <br />5730 <br />571U JO <br />60 W 40 W 20 10 0 10 <br />20 W b W 60 70 5]10 <br />%80 70 60 <br />50 40 30 20 10 0 10 20 5 b 5 6 70 <br />5660 <br />-- <br />I <br />- <br />70 <br />60 <br />5 - <br />40 <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />30 <br />tO <br />W <br />60 <br />70 <br />5]75 <br />5A5 <br />31 +00.00 <br />40+ 00.00 <br />3) All courses shall be compacted to 95% maximum <br />O <br />B +00.0U <br />5765 <br />5765 <br />dry density. <br />5755 <br />5755 <br />5]70. . <br />5TO <br />5700 _ <br />575 <br />4) Road surface prior to paving shall be primed with <br />in <br />5700 <br />5700 <br />5745 <br />I <br />- 5745 <br />5]60 <br />_ <br />5700 <br />5690 <br />%96 <br />MC-70 o r similar product. <br />57401. <br />_: - <br />-_' <br />5]b <br />f <br />i <br />/ <br />!- <br />5]35 ]0 80 W b 5 <br />ZO '. <br />10 -. 0 10 <br />20 5 b 50 80- 'a 5735 <br />5]5' <br />-.5]00 <br />%00 �... <br />% 5 <br />5]30 <br />_ <br />? _ <br />-. �. <br />50 <br />-. _... <br />1° <br />30 <br />20� <br />10 <br />0 <br />10 <br />20 <br />- -_. <br />5 <br />40 <br />5 <br />6 o <br />]° <br />5730 <br />21ih00.00 <br />-- <br />5) County Engineer and District Road Foreman will <br />0 <br />60 <br />7 +66.5 <br />5740 <br />i <br />.. 574° <br />%7o <br />1 <br />1 <br />I - <br />-- <br />W70 <br />be notified prior to startup to schedule inspections. <br />5730 <br />575 <br />%60 <br />_ <br />5860 <br />5]5 -. <br />575- <br />1 <br />70 60 <br />5 40 30 20 10 0 10 20 30 40 5 60 70 <br />39+00.00 <br />5745 <br />__ <br />5745 <br />1 <br />1- <br />r <br />- <br />5]20 <br />6) Road Surface grades change on curves due to <br />-_ <br />55770 o _ <br />- <br />__ <br />-' <br />- <br />� <br />5776 <br />57,6 0 <br />7 <br />W W 40 30 20 10 0 10 <br />° 5],6 <br />z b W 60 ° <br />4% superelevation. <br />�'1 <br />5735 . <br />- <br />_ ___ <br />_ -. <br />-'- <br />5735 <br />5780 I <br />]0 80 5 b 5 <br />20 <br />ID 0 10 <br />_ _ - _ _ . '.. _ __ s760 <br />20 W b 50 80 70 <br />ao+ 0.00 <br />575 - <br />5700 <br />5725 <br />_ <br />__. <br />_- <br />_. <br />-� <br />-_. <br />._ -. <br />_r. -:_ <br />_- <br />-_�. <br />-�. <br />5725 <br />20x00.00 <br />_ <br />70 <br />80 <br />5 <br />40 <br />30 <br />20 <br />10 <br />0 <br />6+00.00 <br />10 <br />20 <br />30 <br />40 <br />5 <br />60 <br />70 <br />%90 - <br />5690 <br />S 5. <br />_ 5775 <br />%80 <br />5660 <br />6 760 <br />6T90 <br />1 <br />5765' <br />5765 <br />%70' <br />9670 <br />-._. <br />5]40 <br />5740 <br />6760 <br />1 <br />I. <br />%70 11 i _. 0070 <br />_._ <br />1 <br />1 <br />5]30 <br />- <br />57 30 <br />5 'n0 _ -. <br />_. _l 1 5T60 <br />6TT0 <br />5]SS .. <br />-. 57% <br />%W _.!_.. <br />70 60 <br />I_ -_ -.__ I.. _L. I._ <br />50 b 5 20 10 0 10 20 30 b 50 60 ]0 <br />00. 00 <br />5660 <br />%60 <br />.5660 <br />- <br />1, <br />_ <br />m m 4o m <br />20 <br />10 0 10 <br />181+00.00 <br />26 W 40 W e0 To <br />5745 _ <br />�. 5745 <br />- <br />- <br />5720 <br />70 <br />60 <br />5 <br />b <br />30 <br />20 <br />10 <br />0 <br />10 <br />20 <br />% <br />b <br />5 <br />60 <br />JO <br />5]20 <br />- <br />5]35'__ <br />�- <br />- 5]35 <br />565° 565 <br />70 80 50 40 30 20 10 0 10 ZO W 40 W 60 70 <br />5 +00.00 <br />'. <br />i <br />45 +00.00 <br />5725 <br />5725 5725 <br />__.5740 6TW 6TW 5715 ]0 W 5 b........ _30_x. 20 10 29 +00.5 10 20 _...x_30 40 W 80 ]IO 5715 5715 __ - .._- _...._ .., - -.i Mn %75 �v�c�/p �iR�e d t <br />5740 6T00 5705 5705 � � i° . <br />5730.._ - 5730 5 5T10 _.." %651 _ �,. %65 <br />- - -_ 70 80 W b 00 W 10 0 10 60 W 40 5 60 W 5695 4x� <br />r <br />1 00m <br />5720 5720 1 _ - -___ . \. .. _...'__ 1 '_.. ° <br />70 60 W 40 30 20 ,0 0 10 2 + 2U335 <br />W b 30 20 10 0 10 20 30 b 5 60 70 - %55 <br />H0Q00 5]60 57 <br />_ 5 %65 , ! ? 5685 44+00 W 0 W b W BO 70y °w • 4 <br />5655 <br />70 60 • • r <br />5770._ - 5770 %75 � `7'• • ••••• <br />1 %75 :!?[ r4,���. A <br />m _...15T15 5]80, 1 5760 %65 70 60 W 40 W 20 10 0 10 20 30 40 5 - 90 '70 _ V <br />5785 -_ 1 %85 <br />5730 _ ���� 5765 -! 37+00.00 %75 ' %75 <br />5740 57]5 -. 5]00 `1i!j�'�"v ""' <br />70 60 . <br />5740 ...._ 1. <br />J_ _... .. 5750, -_ -_ <br />_. ..i - 1 <br />5765 _ � _ %% - <br />5 40 W 20 /0 0 10 20 30 b 5 60 70 5]+O. 57Q t 40 ]0 60 5 b 30 20 10 0 10 20 W b W 60 %65 <br />5720 1N +00.5 MM <br />5720 5725 7 <br />70 80 5 b 5 20 10 0 10 20 W 40 W BO 70 <br />575 .. 5735 5725 ° 3 +0006 1 I �. � ' I 1 � -� 43+00.5 <br />5720 5720 5715 "5715 <br />70 60 5 40 W 20 10 0 10 20 5 b W 60 70 <br />5]]5 "^ . 00.00 4 <br />5775 _ 5705 5705 <br />b _ <br />6Jb <br />5740 566 <br />. <br />57301 5]65 6765 %95 - 1 5695 <br />_ 5730 5]55 _ 5670 <br />5 � W 30 7 20 10 0 30 40 5 60 ]0 5]55 . %85 - <br />5720 5720 164 +00.00 %65 %70 _ _ � - -_ � t.: <br />]0 60 <br />1 . ; - -. _ - _ <br />0 60 5 40 30 20 10 0 10 20 W O W 60 70 5765 5]65 i- \ 1 0 10 2{2 +00.00 <br />- _ 588° 70 80 W� - b W 20 10 0 5 b 50 6 565 <br />5755'_. ^ - -b755 %]5 _ %75 0 ]0 <br />2 +00.00 <br />r <br />I <br />5745 5745 5665 _ -� 5665 <br />70 60 50 b 30 20 10 0 10 20 5 40 5 X60 70 <br />57M - 5770 36 +00.00 <br />_ 5735'- I- 15735 <br />575. 5760 .. _. <br />5]5 . 1 1. _ -�___ 15760 - <br />_ _ 5725. 1 5725 <br />7 00.00 <br />70 80 5 b 30 20 10 0 10 20 5 b W 60 ]0 <br />1 - , - .. SJb I � 60 5 tO 30 20 10 0 10 20 30 40 50 8 5JM 27 +005 <br />57401 0 _''0 _._ .. _ -W 80 70 5730 575 0 154 +'.._ - 0 70 5]25 5]25 20 30 0 I <br />5736 - -I � &a -_ = _� WESTERN FUELS - COLORADO <br />70 so 50 b W 20 10 <br />5715 I �5715 , A LIMITED LIABILITY COMPANY <br />NEW HORIZON MINE <br />+W.S <br />I ��J <br />5785_ 5765 5705 '.5]05 <br />P.O Box 628, NUCLA, CO. 81424 <br />5770 - -- .,5770 - <br />5755_ 575 W95 1, %95 <br />_. __. _- - _ - - - 5750 5760 5]60 \" s 1 ' MAP //1 1/ <br />575 - - I 70 _. - 80 5 40 5 2 5]45 _ .. 5745 %85 %85 �!S a k � • D� � / O <br />� � 6 3(3) � <br />_ _ 5Jb T BB Detour Road 1 l0 <br />_ - 5]50 - - _ 5J5 <br />1, ' ��� -� _ 0 10 0 t0 20 5 b 5 6o Jo 5735. 5736 %75 1 % "1 e <br />_ _.-- . -_ -_!- 573° 144+00.00 - J <br />70 5 5 b 30 20 10 0 10 20 W b 5 80 70 5725 � I I ' I I 57255 %65 <br />0 +00. 1 - '-.__ ', - - T -- - i PX^ '•. <br />_ 0 76 W 5 , v. �� P/an/Profi/e <br />5 ]0 60 1 W b 5 20 10 0 10 20 d0 b W 80 7 I <br />� 5666 <br />b 5 20 10 0 10 20 5 b 50 60 70 <br />28 +00.00 35 +00.00 <br />4 <br />eu Tnno ^ V <br />! C v DWG. DATE: 03/26/09 REV. NO. <br />nCOTtT. INTERVAL NA <br />CONT. DATE: REV. DATE: 08/20/09 <br />DRAWN BY DWG. NO.: <br />ROSS GUBKA, PE PERMIT BASE 26JULY10 DRAFT.dwg <br />