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f3 ra 7600 WEST PONDS ACCESS ROAD 7600 <br /> 7550 7550 <br /> 7500 7500 <br /> 7450 7450 <br /> 7400 -10.900 7400 <br /> o / 7350 <br /> 7350 <br /> -- 7300 1% 7300 <br /> 5 <br /> -3.8% <br /> 7250 <br /> 7250 <br /> f+ F <br /> s fir . a <br /> 7150 <br /> 7150�/ 26 Pond <br /> 7100 7100 <br /> 7050 7050 <br /> , e o <br /> + + + + + + + + + + + + + <br /> c} co 00 C N ct t0 Gb 00 <br /> N N <br /> WEST PONDS ACCESS ROAD CONTINUED <br /> 7600 7600 <br /> f , 7550 7550 <br /> f dr s <br /> 7500 7500 <br /> 7450 7450 <br /> ,r 7400 7400 <br /> Sidehlll Pond 7350 <br /> s ,Fell 7350 <br /> 7300 7300 <br /> 7 <br /> 7250 7250 <br /> ell <br /> ._ _ 7150 -2.3% 7150 <br /> 7100 <br /> 7100 <br /> 7050 15.5/0 7050 <br /> $ $ $ $ $ $ $ $ $ $ $ $ <br /> + + + + + + + <br /> r0 co O N rh Co 00 O N tt Co M <br /> � r E , APPROXIMATE PROFILE OF ROAD SURFACE <br /> Scale 1"= 200' <br /> r <br /> Cut Condition 1 Cut Condition <br /> F <br /> w C, interline <br /> a w � <br /> �. — _ r� <br /> PondsRoad <br /> _� Varies r'Nc�r-rx�. �Ories 7'(titor try.�est Access <br /> 0 <br /> 141 <br /> Gravel Base �J f 2pFt <br /> 3 CrownedNV <br /> f <br /> Profile Grade <br /> 3Base <br /> l <br /> Course CL.6 Pivot Point ' gate <br /> N <br /> Grade Following <br /> Topsoil Removal <br /> F <br /> �f <br /> Fill Condition Fill Condition <br /> M. It �, 6 <br /> ACCESS ROAD TYPICAL SECTION <br /> Scale 1"=4 Feet <br /> : <br /> y <br /> F r e <br /> A j , <br /> i <br /> g 0 o <br /> •SrR i �. <br /> X00 <br /> L <br /> S <br /> 3 <br /> kk <br /> G <br /> s <br /> dj c <br /> Legend <br /> ;e <br /> Permit Boundary <br /> r., <br /> a P <br /> , , Sect Ion Line <br /> +00 i <br /> . of Stream <br /> ED <br /> 4, <br /> r <br /> s <br /> Disturbance Boundary <br /> e <br /> ¢f A Road Centerline <br /> r <br /> Access oa enter Ine <br /> si <br /> . . <br /> } <br /> µM. n�fi <br /> Access Road Perimeter <br /> j fetl <br /> Construction Notes <br /> k��. 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 TR 127 <br /> � - ENGINEERS CERTIFICATION Approved 11/14/2018 <br /> _ .K design requirements while minimizin additional disturbed area and <br /> g q g <br /> 1, LEE E. SAMPSON, hereby certify that this <br /> F / preventing environmental damage. <br /> p° map has been reviewed by me and is true <br /> J, 1 Use of road is for routine environmental monitoring and occasional pond maintenance, and correct to the best of my knowledge and <br /> Typical road use would consist of several trips per week by a light use vehicle information, relying on information supplied <br /> - West Ponds Access Road <br /> using one way travel and low speed. by experts employed by Colowyo Coal <br /> o ivy <br /> Company or qualified consultants working <br /> 2 All topsoil will be removed prior to they activities. for Colowyo Coal Company, and that I am a SCALE: As Noted <br /> 3 Maximum cut and fill depths are generally less than 4 feet. DATE: i119J75 <br /> p 9' Y Professional Engineer licensed�n Colorado as <br /> DRWG.BY. TCP/ESI <br /> a <br /> 4 The completed sideslopes shall be broadcast seeded with the approved mixture required by the provisions of C.R.S. COAL <br /> ;4 APPROVED BY. <br /> f s r upon completion of the roadway. WITNESS WHEREOF IRhave hereunder set COMPANY <br /> t ; h' p Y through <br /> 12-25-101-- DRWG NO. <br /> E, my hand and affixed my seal. EXh. 7-23 <br /> Colowyo Coal Company �� Ure D 1 <br /> 5731 State Highway 13 <br /> x Meeker,Colorado 81641 g <br /> Q No. REVISION DATE BY CHK <br /> IF <br /> PR-04 New map showing design elements for road project 3110115 TCP KRB <br /> PR-04 Change construction note regarding 1.5H:1V slopes 3110115 TCP MWS <br /> 300' 0 300' 600' PLAN VIEW - 47031 <br /> it � :,fir%�L� : 4i •� Modified Road Cross Section to standardize design <br /> ! Q • • ♦ TR-108 12130116 TCP TT <br /> sn •.• •.• \� , with other Roads <br /> West Side Pond Access Roads ' �s <br /> '''�ii�S/ONAL �� �`,`` TR-118 Revised West Side Access Road Alignment 1119118 BC LES <br /> CONTOUR INTERVAL 25 FT. Scale 1" — 340 Feet ����/1111111��� <br /> PRE-MINE TOPOGRAPHY TR-127 Revised West Side Access Road Alignment 9J28118 TONY LES <br />