2015-10-06_PERMIT FILE - C1981019A (12)

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Wilson Creek COLLOM HAUL ROAD PROFILE G I K 137�2.85 22 0.00 231+ 6.92 24 7.22 A Irricjation Ditch B C Jubb Creek D E F H J I PROFILE BREAK 7800 118+yy54.83 1yy19+g114.83 144+71.41 159+gg38.66 175+01.90 186+yy67.02 200+g950.45 216+gg16.00 yy 227+�-51.09 yy 241469.88 yy 17800 J J A A y A y y y y A y A y 117700 7400 .� 1 7400 7300 J. J J. 117300 7200 .4 A A A .4A A A .4 .1 A A 7200 7100 `1 1 "I `1 `1 `1 `1 '1 `1 `1 � `1 `1 `1 7100 7000 I I I I I p I I I I I I I I ► 7000 6900 m p 1 1 I I I I I I I I I I I ► 6900 6600 M °� I I I I I �; I I I I I I I I I 6600 00 6700 0 < a I I I I I I I I I I I I I ► 6700 6600 w0 ► I I I I-__ - w I I I II II II I II I 6600 6500 > . > w -4.24% 6500 25% -5.65% 5.50% 6400 .25% . 1 6400 6300 p I o _I l o o I I I I I I I 6300 6200 1 o a, I l o I � � I I a I I I I I I I 6200 6100 Imi6100 6000 I _i ; I l i ; I :, e I s ° I a I I I I I I I 1 6000 5900 J I I> w I > w I > I ' w > w I I I I I I 1 1 5900 5800 1 > I I I I 1 I I I I I 1 I 1 5800 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 PROFILE BREAK M P 259+46.43 28&F 5.23 L I N 0 Q R S T U 7s� 256�4.12 269 2.40 28 8.72 29 3.28 301+99.57 313+�38.62 35 9.86 3820.44 7800 +� *� A O� N 7700 7600 O a 7500 V m 450.00' 7500 7400 'i a 7400 7300 'i �, e a- w > w > 0.007. w 7300 7200 > w 2.00% 0.25% 2.47% -1.91% % 7200 I ► I I I ' I I 71007100 p 4—:9 7000 8�% 0 7000 6900 I 1 1 1 I a f ro 6900 6800 00 6700 > w > w 67700 I 5.00% I I o ( I I 6 3.15% I I I N a 1 l I I > i 6600 I o + 6600 6500 I I I I I m I I I I 6500 6400 6400 6300 6300 > W I I I I �I> w 6200 6200 6000 I I i 1 6000 5900 5900 5800 I I I I I ► I I I 5800 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 3000+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 1 " = 500' - -LEGEND ORIGINAL GROUND (PREMINE TOPO) COLLOM HAUL ROAD DESIGN - — CULVERT LOCATIONS TYPICAL COLLOM HAUL ROAD TEMPLATE CUT CONDITION ACL COLLOM HAUL ROAD CUT CONDITION 100' P �G 28' PAVED 6' 70' 2' 12' 12' 4' 6' Orly OG� o SHLD. pJ�tiO i 2 GJ�O Note: ��, Io, This road has been designed to meet the applicable portions of Colorado DRMS Rule 4.03.1 for Haul Roads. \7 cuT U FOT�cy NOER Nt0 2% TYP. 2% TYP. `O 1•.,. 2% 4% MAX 4% MAX 6:1_ GRAVEL ACCESS Z• 6' 6' FILL CONDITION FILL CONDITION Approved 10/6/2015 TRA 06 COLLOM HAUL ROAD ENGINEER'S CERTIFICATION PROFILE & ROAD TEMPLATE 1, DOUGLAS C. WHITE, being a Licensed Professional Engineer in the State of Colorado, do hereby SHOWN SCALE: ASS SHOWN certify that this map has been prepared DATE: 3 to meet the applicable portions of Colorado DRMS Rule 4.03.1 for Haul Roads. ` DRWG.BY: TCP-RWFIESI COAL APPROVED BY., v�vv��ouwu�np�� y'FEP COMPANY \\O �P.00 L I C� I,t EOPLE-PRODUCTl01A � ..... \� MAP 25E o;.C,`PS �yo Jc^ z Colowyo Coal Company F U p 46825 �' O Meeker, State Highway 4 �` {- vSheet 3 of 10 Meeker, to Highway 81641 i s10NAL•• • \� No. REVISION szl � DATE BY CHK 14 PR-3 COLLOM PERMIT 2125110 TCP TAT DOUGLAS C WHITE Nk TITLE BLOCK EDIT, CONSTRUCTION NOTE&CULVERT P.E.No.46825 PR-3 LABEL EDITS 3119111 TCP KRB �JuN� /4}4;?o I-, OArt: TR-106 UPDATED FOR NEW ROAD DESIGN 4123115 MAG JG