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
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<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
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