Laserfiche WebLink
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 <br /> U.. <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'. <br /> moo <br /> i <br /> P <br /> 9�r <br /> �p <br /> J J' <br /> c F <br /> p' <br /> ! See Map 25E for Collom Haul <br /> y <br /> Design at This Location <br /> e <br /> , • - <br /> .a 3 <br /> , 2 + <br /> t' <br /> 9 72 <br /> r <br /> , <br /> :r <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 <br /> i <br /> _ 5+00 <br /> a' <br /> 0 10+00 <br /> 00 <br /> �' B f <br /> b <br /> o+oo s� <br /> V`e 36 Inch.CMP, See, <br /> Exh. 7-23 Part B <br /> 1+92 <br /> 5+00 <br /> w <br /> 5+00 <br /> f 0+ <br /> 0a 1+54 <br /> d <br /> P � <br /> 1 + 0 <br /> +00 <br /> ___ <br /> - <br /> _ y11+51 <br /> w_ w <br /> _. ._ 2+58 <br /> 1440 <br /> 6+56 <br /> { <br /> p A <br /> I <br /> ��, ....„„„, „,"` .,.,. ----b"R"�.. "'^'».,,.: - ._,, __.-'"""-,.,...,.,.„„ .,""m.W,,,-, '^°°=w,°, "-.2-, ."`s.._ """"'"',' . 7 "a,. "^-_,, Aim _.,...-,...._ ._.._. .,>•_...,,., _,.,,-., <br /> 00 - <br /> a <br /> Mq- <br /> a <br /> Mir . <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. <br /> .wry <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 <br />