Laserfiche WebLink
Facilities Access Road Profile, Western Portion <br /> 7 <br /> 7180 <br /> 180 <br /> 7775 <br /> 7170 <br /> 7170 ,gg/ _ . _ _ <br /> 7165 <br /> 7160 <br /> 7760 <br /> 7155 <br /> ° <br /> \! 7150 <br /> 7150 <br /> 3 y, <br /> 7145 <br /> '�-�.,._ <br /> 7140 7140 <br /> 7135 <br /> 7130 <br /> 7130 <br /> -1-3 0 <br /> 7125 <br /> 7 <br /> 7720 <br /> 120 <br /> 7175 <br /> 7110 _ ��% 7110 <br /> 7105 <br /> -0.2% <br /> 7100 __ <br /> a _ ° 7100 <br /> 7095 <br /> _17, 7090 <br /> 7090 _ ..._ 1.6/ <br /> 0.1% -0.7% 7085 <br /> 7080 -9 fl % 7080 <br /> -__ 0.2/ <br /> 7075 <br /> 0 0 0 0 0 0 0 0 0 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> + + + + + + o+ LO o+ LO o+ LO o+ <br /> O O N co co ct � LO L O <br /> Horizontal Scale 1"= 200' <br /> Vertical Scale 1"= 20' <br /> 4� <br /> Cut Condition 14,() Cut Condition <br /> Q <br /> �� Centerline <br /> cS <br /> SXO �Q` <br /> O, tt''c� � <br /> G�V \�L - - 3.0 - Varies 7'Nor n, I Varies?Notrp- ®---�- 3.( OJet2/ <br /> c <br /> Gravel Base <br /> !' <br /> 'Po 3"Crowned 2 <br /> H Cam\ I N�/ <br /> S G�V GS 4��IaP U��e pF\ 6:1 .�--2�io 2�io—� 6.1 <br /> OXO <br /> O , &Pivot Point 3°Aggregate Base <br /> Profile Grade <br /> Course(CL.6) \ <br /> <36 Grade Following <br /> Topsoil Removal <br /> � Fill Condition Fill Condition <br /> V <br /> XOp 3$I ACCESS ROAD TYPICAL SECTION <br /> r <br /> Scale 1"=4 Feet <br /> X <br /> Construction Notes: <br /> This road has been designed to meet the applicable portions of CDRMS Rule <br /> 40 g <br /> pp 4.03.2 for Access Roads. It is specifically designed to meet the minimum <br /> ram. design requirements while minimizing additional disturbed area and <br /> preventing environmental damage. <br /> 1 Use of road Is for site access d construction as w as routine site access after construction. <br /> wring co well <br /> 35�00 � <br /> 2 Horizontal alignment will closely follow existing two track road alignment wherever possible <br /> s f as to be consistent with existing natural topography. <br /> An <br /> 3 All topsoil will be removed prior to other activities. <br /> a <br /> 4 The completed sideslopes shall be broadcast seeded with the approved mixture <br /> e a+ <br /> q upon completion of the roadway. <br /> O . o <br /> z <br /> n v. <br /> , <br /> / Y a <br /> x <br /> ,F r <br /> 25+ <br /> DO <br /> W <br /> am tion <br /> O <br /> +piviskon°i <br /> M�n�ng&Sa <br /> W. <br /> 5 <br /> x° <br /> QO <br /> °° O� ENGINEER'S CERTIFICATION <br /> Ze - 11 THOMAS C. PETERSON, being a Facility Access Oa <br /> Licensed Professional Engineer in <br /> the State of Colorado, do hereby Western Portion <br /> Legend certify that this map has been prepared <br /> 7p� to meet the applicable portions of Colorado <br /> 40 <br /> DRMS Rule 4.03.2 for Access Roads. DATE: A24i16 <br /> a <br /> Permit Boundary Nv' DRWG.BY. TCPIESI <br /> .. � � ,, COAL '' <br /> l ol l l ill <br /> y e � APPROVED BY., <br /> r . <br /> Road Centerline � p,0 �V �� - <br /> ` ••..P��•F'A(/�I�� FTY p COMPANY E DRWG NO. <br /> S r ``O C, £� •� OPLE-PRODUCTION x Premrne Contou s Exh. 7—2 3 <br /> � <br /> _..v- ._. Road Contours 32257 Z' _ 5731�, •r o• ,� Colowyo Coal Company Fig <br /> upe /1 /jC:0 <br /> O / MeekertColorate ado 81647 / j�y� <br /> - _--- G �i°Mai 2 Road GravelSee 3 <br /> 400' 0 400' 800' <br /> F No. REVISION DATE BY HK <br /> I�,I , � TR New ma showing design elements for road project <br /> a <br /> /� <br /> +` �� 108 P 9 9 P l 12/30/16 TCP TT <br /> '.: <br /> . � CONTOUR INTERVAL 25 FT. THOMAS C PETERSON <br /> P.E. No. 32257 TR-108 <br /> ° Approved 3/20/17 <br /> Plan View ��� <br /> DATE <br /> Facilities Access Road, Western Portion <br /> Scale 1" = 400 Feet Exh 7-23 Figure D3D4 Facility Access Road.dwg <br />