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MAIN HAUL ROAD PROFILE
<br /> 7400 7400
<br /> 7300 ROAD-_ 7300
<br /> TOPO
<br /> 7200 7200
<br /> 0+00 5+00 10+00 15+00 20+00 25+00 30+00
<br /> WEST HAUL ROAD PROFILE HAUL ROAD A PROFILE CENTER HAUL ROAD HAUL ROAD B PROFILE
<br /> 7500 , 7500 7500 7500 7300 7300 7400 7400
<br /> -T-OPOTOPO
<br /> TOPO
<br /> 7400 _ ._ 7400 T40o 7200 6 7200 7300 f 7300
<br /> 7400 ROAD F
<br /> I
<br /> ROAD
<br /> ROADiROAD-
<br /> 7300 4 7300 7300 7300 0+00 5+00 10+00 7200 � 7200
<br /> TOPD
<br /> s 0+00 5+00 6+56
<br /> 7200 � 7200
<br /> 0+00 5+00 8+59
<br /> 0+00 5+00 10+00 11 +51
<br /> 1 II _ 150'
<br /> MAIN HAULROADCROSS
<br /> WEST HAUL R AD R E Tl N
<br /> 7500 7500
<br /> }
<br /> 5+00
<br /> 7500 7500 74 TOPO
<br /> 007400
<br /> �_150 . Miry--
<br /> 7450 7450
<br /> - 100 MIN.
<br /> ROADII
<br /> 7400 7400
<br /> 7300 7300
<br /> 7350 7350
<br /> 400 200 0 200 400 7200 7200
<br /> " — 100, 0 200 400 600 800
<br /> �c TYPICAL COLLOM HAUL ROAD TEMPLATE a
<br /> 0 0
<br /> Q Q
<br /> 0 0
<br /> cc cc
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<br /> o CIL of Haul Road
<br /> Uu Uu
<br /> a Q' 1 , Q1 , ,
<br /> W W
<br /> 0 cow
<br /> coQ, o r
<br /> 6
<br /> 7 7 .�
<br /> Cross Slope 1%to 2%;see Note 1 j 2-
<br /> Notes: 1)Roadway surface may be crowned, or may drain entirely to left or right, depending upon location, but cross slope will be between 1%and 2%. Section shown is draining entirely to the right. �j hoc
<br /> 2)Haul road widths will not exceed 150', but may be constructed less than 150'.
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<br /> ! See Map 25E for Collom Haul
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<br /> Design at This Location
<br /> e
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<br /> .a 3
<br /> , 2 +
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<br /> 9 72
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<br /> 5+00
<br /> " 2
<br /> - $ i
<br /> `r
<br /> 3
<br /> e 20+00
<br /> 8+59 18+78
<br /> 15+00
<br /> A
<br /> 12+57
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<br /> _ 5+00
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<br /> 0 10+00
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<br /> �' B f
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<br /> o+oo s�
<br /> V`e 36 Inch.CMP, See,
<br /> Exh. 7-23 Part B
<br /> 1+92
<br /> 5+00
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<br /> 5+00
<br /> f 0+
<br /> 0a 1+54
<br /> d
<br /> P �
<br /> 1 + 0
<br /> +00
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<br /> _ y11+51
<br /> w_ w
<br /> _. ._ 2+58
<br /> 1440
<br /> 6+56
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<br /> p A
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<br /> ��, ....„„„, „,"` .,.,. ----b"R"�.. "'^'».,,.: - ._,, __.-'"""-,.,...,.,.„„ .,""m.W,,,-, '^°°=w,°, "-.2-, ."`s.._ """"'"',' . 7 "a,. "^-_,, Aim _.,...-,...._ ._.._. .,>•_...,,., _,.,,-.,
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<br /> Design and Construction Notes. - n.
<br /> 1 portions f the Colorado DBMS Rule 4.03.1 "Haul Roads' and an Colo o road design guidelines.
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<br /> §_
<br /> This road has been designed to meet the applicable port o s o y wy g g
<br /> This design covers those portions of the road which are outside of the defined pit boundary, as shown. For those portions of the roadway within the pit area, .`F .
<br /> normal haul road construction practices apply.
<br /> s
<br /> y
<br /> r
<br /> LEGEND COLLOM HAUL ROADS
<br /> 33 34 35 36 31 32 33 34 35 36
<br /> N 9 10 11 1
<br /> 7 8 9 10 11 12 T4 Design for West and East Roads
<br /> _ OUTSIDE HAUL ROAD TOPO 16 15 14 13 '
<br /> 15 14 ENGINEERS CERTIFICATION
<br /> 1, DOUGLAS C. WHITE, being a SCALE: AS SHOWN
<br /> COLLOM HAUL ROAD SURFACE 21 22 24 19 20 21 2 24 :
<br /> COLLOM PIT CONTOURS Licensed Professional Engineer Qn, DATE: 2/os/o9
<br /> the State of Colorado, do hereby
<br /> 28 26 25 30 29 28 7 26 25 � \�� DRWG. BY: TOP-RWF/ESl
<br /> certify that this ma has beenprepared '
<br /> CULVERT LOCATIONS 1VAV� ll
<br /> 33 34 35 36 31 2 to meet the applicable portio of Colorado ,a�' Q�� � V' APPROVED BY.
<br /> - SECTION LINES
<br /> 3 33 35 36 T4N DBMS Rule 4.03.1 for Haul Roads. ra\�`�°����`�' -� COAL
<br /> �` s COMPANY DRWG NO.
<br /> 4 3 2 1 6 5 4 3 1 T3N �9FE `PE�PyE-PRODUCII 'E?14��
<br /> MAP 25D
<br /> DISTURBANCE BOUNDARY 9 10 11 . 1 s 9 10 1 TR-108 c i
<br /> 12 �® L G, o owyo Coal Company
<br /> TEMPORARY SPOIL PILE 16 15 14 13 17 16 15 4 13 Approved 3/20/17 0 0 o 5731 State Highway 13
<br /> ° Meeker,Colorado 81641
<br /> SMOFF T CO. °
<br /> RIO 8 ANCO O. a c
<br /> 21 22 23 24 20 21 2 23 24 46825 No. REVISION DATE BY CHK
<br /> 200' 0 200' 400' a
<br /> 28 27 26 25 3 '®
<br /> 27 26 25 �® /Pco g PR-04 Revised on New Temporary Spoil Configuration 2127115 WFAITT JG
<br /> CONTOUR INTERVAL 25 FT.
<br /> 33 34 35 36 31 32 33 34 35 36
<br /> Premine Topo T3N ®NAL
<br /> M TR-108 Revised East Haul Road Alignment 12130116 TONY AA
<br /> TR-108 Revised All Eastern Hauil Roads 313117 TONY AA
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