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7200 Facilities Access Road Profile, Eastern Portion <br /> 7200 <br /> 7100 <br /> 7100 <br /> Cut Condition 14:r Cut Condition <br /> Premme Surface ° 2�/° 1.1% <br /> Centerline <br /> ed Road 10.0% End Elev. 70814 1 <br /> j completed Road _ <br /> 10.2% Completed . -. " Comp 7000 <br /> , �t °o ine,� - <br /> \L 3.0 Vanes 7'No: F. 2 Prem Surface <br /> �4�0` tio� 11 8/ uriac <br /> \�� I Gravel Base �1% oFt 6900 9.3% <br /> 6900 <br /> 2y7,.�� \o 3„Crowned ,,r% /V 2 8.0° �.3% <br /> 20 f s:, 6:> / 6800 Start Elev. 6835 <br /> Profile Grade I 3„Aggregate Base \ �j�F _ 6800 <br /> N &Pivot Point O O O O O <br /> Course(CL.6) O O O <br /> + + + + + + + + + + + <br /> Grade Following + + �- + <br /> + + + <br /> Topsoil Removal O N O O r 00 0 N N N N M N M M <br /> Fill Condition Fill Condition <br /> Horizontal Scale 1"= 200' <br /> ACCESS ROAD TYPICAL SECTION Vertical Scale 1"= 20' <br /> Scale 1"=4 Feet <br /> r , <br /> ` s <br /> F r <br /> u. <br /> P' <br /> c r • <br /> r <br /> i <br /> l <br /> N • .`♦`• • <br /> v <br /> ' • ..♦• • ,r• •S. , •t — -Tom_ �.�..ae.,.....•..—.. pc'""m"""°""` -_ <br /> V , <br /> • <br /> ♦ <br /> 701 <br /> f- <br /> 6990 + <br /> O <br /> �y <br /> 6980 ` i <br /> 7�0 6970 ,- <br /> y <br /> d <br /> P <br /> - Construction Notes: <br /> � • . .� 6 This road has been designed to meet the applicable portions of CDRMS Rule <br /> \ 4.03.2 for Access Roads. It is specifically designed to meet the minimum <br /> design requirements while minimizing additional disturbed area and <br /> preventing environmental damage. <br /> 00 `O 1 Use of road is for site access during construction as well as routine site access after construction. <br /> :.. <br /> 2 Horizontal alignment will closely follow existing two track road alignment wherever possible <br /> �8s y as to be consistent with existing natural topography. <br /> 3 All topsoil will be removed prior to other activities. <br /> .gat, 4 T completed sideslopes shall be broadcast seeded with the approved mixture <br /> The <br /> =3 _ 'b upon completion of the roadway. <br /> % `O y <br /> 00 <br /> !ir Oa2 �O X �r <br /> I r 00 <br /> r` <br /> r <br /> e. <br /> 4 <br /> ' 6310 pivis���0� <br /> SOO <br /> Wong <br /> ~ , <br /> - N <br /> , v <br /> 00 <br /> r <br /> Legend <br /> lililllllilllllllllENGINEER'S CERTIFICATION <br /> S <br /> Permit Boundary $�� Licensed ed Professional MAS C. ETERSON, being a <br /> ssional Engineer in <br /> the State of Colorado, do hereby <br /> Road Centerline p+ ..e` certify that this map has been prepared <br /> Premine Contours _ --�' to meet the applicable portions of Colorado Facility Access Road <br /> DBMS Rule 4.03.2 for Access Roads. • <br /> Road Contours <br /> Eastern Portion <br /> ;` .:... : .':. Road Gravel ®�� tt i <br /> `�� Pp 0 L /C'��i� SCALE: As Noted <br /> e��••••�� ;I� U DATE: 12114116 <br /> OLU `�' '`�' �� •• C P '• I DRWG.BY•• TCP/ESI <br /> 100, 0 100, 200' O eT • J.p = s lcn COAL APPROVED BY. <br /> _+ • O 'AtP • r aFE COMPANY <br /> 6'�OO .../ � i ti Z i � p�OpL�-raonv_crtoK-�°,f� DRWG NO. <br /> 0110 - .. 32257 <br /> WAN <br /> Exh. 7-23 <br /> • Lv Colowyo Coal Company <br /> CONTOUR INTERVAL 25 FT. CJ�.//�'''""""�//+''''''� "` � p /- <br /> _ � .„ ��see = � : •'�/�/ •\V � 5731 State Highway 13 <br /> �� �•�• �•• — Meeker,Colorado 81641 Figure D3 <br /> (Intermediate 5 ft contours shown for Road Contours) ��i�`sS ��'\ ���S <br /> NAL `` � No. REVISION DATE BY CHK <br /> C TR-108 New map showing design elements for road project 12130116 TCP TT <br /> THOMAS C PETERSON <br /> P.E. No. 32257 <br /> zl� <br /> Plan View <br /> Facilities Access Road, Eastern Portion DATE <br /> Scale 1" = 100 Feet <br /> Exh 7-23 Figure D3D4 Facility Access Road.dwg <br />