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f k <br /> ., 725o SECTION 25 POND ACCESS ROAD <br /> 7250 <br /> Aso 42+50 7200 7200 <br /> _ o <br /> 7150 <br /> xp l;'I 7.1/o <br /> 7150 <br /> 7100 -6 8% <br /> x -3.0% -2.0% _ 7100 <br /> k <br /> 7050 7050 <br /> • xs 7000 <br /> ,.._ 7000 <br /> 6950 6950 <br /> ag , sI . 6900 EXISTING ROAD <br /> 6900 <br /> 37+50 6850 6850 <br /> 1. 6800 <br /> 6800 <br /> o <br /> + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <br /> ° f O f- N co rh to O M Q O Cl) •et LO co r-. Co M O r- <br /> � N N N N N N N M <br /> 3 <br /> � sec n 2 <br /> Po t <br /> a 3SECTION 25P ND ACCESS ROAD CONTINUED725o <br /> 7250 <br /> 7200 7200 <br /> 7150 <br /> 7150 <br /> 32+5( 7100., 7100 <br /> 7050 7050 <br /> 7000 .,7 5% <br /> 7000 <br /> �r <br /> 6950 6950 <br /> F <br /> 6900 5.3% -4.50/co 0.5% 6900 <br /> i ..... ,. a.,,, 6850 6850 <br /> .r 30+00 <br /> 6800 <br /> 6800 <br /> t 7 co to 00 co It LO Co co O+j O r� <br /> co M M M M M M co M M ct 't d' d' � It `et Ct vt LID <br /> APPROXIMATE PROFILE OF ROAD SURFACE <br /> Scale 1' = 200' <br /> T� <br /> MIDDLE POND ACCESS ROAD <br /> p0 3 7150 7150 <br /> 7100 7100 <br /> � 5 <br /> - 0.8% -2.5/o -0.6% <br /> 7050 7050 <br /> Mloddle PondRoad 7000 7000 <br /> o + + + + + + + + + + + <br /> O ry ry�X C5 O r- N co rh LO cc ti Co M O <br /> I + <br /> O <br /> SECTION 36 POND ACCESS ROAD <br /> 7300 7300 <br /> 7250 7250 <br /> .�7 k50 7200 -5.F% 7200 <br /> - Middle Pond � �` 7150 7150 <br /> Mom- <br /> � 7700 7100 <br /> 10+0 <br /> 0 <br /> 7050 EXISTING ROAD ►-- 7050 <br /> .�Fj kOO O � NM tt LO co � <br /> N <br /> Section Pond <br /> ccess oa <br /> APPROXIMATE PROFILE OF ROAD SURFACE <br /> Scale y — 200 <br /> .. so <br /> W E <br /> Cut Condition Cut Condition <br /> Centerline <br /> 10+00 I <br /> ion O S o <br /> � o �� Legend <br /> ad <br /> �\ I I 3 rCroBase <br /> ed NO �bo �0 <br /> 6:1 fiN'�c Permit Boundary <br /> Profile Grade 12y� Section Line <br /> _. . <br /> + j Pivot Point I 3use(CLt6)Base 0+00 0 Co S ` <br /> n PondGrade Following <br /> Sectio 36 <br /> Topsoil Removal <br /> -- � . Stream <br /> Fill Condition Fill Condition Disturbance <br /> Qo4�n�IAfi <br /> X2 - -- 2 <br /> 3 'f + <br /> �+ o ACCESS ROAD TYPICAL SECTION d <br /> LIDcS <br /> - Scale 1„=4 Feet �ON Access Road Centerline <br /> Pit <br /> 0 <br /> Access Road Perimeter <br /> Construction Notes: <br /> This road has been designed to meet the applicable portions of CDRMS Rule ENGINEERS CERTIFICATION TR-127 <br /> 4.03.2 for Access Roads. It is specifically designed to meet the minimum 1, LEE E. SAMPSON, hereby certify that this Approved 11/14/2018 <br /> design requirements while minimizing additional disturbed area and map has been reviewed by me and is true <br /> preventing environmental damage, and correct to the best of my knowledge and <br /> 2+so information I i Section 26,, Section 36 <br /> r e y ng on information supplied <br /> 1 Use of road is for routine environmental monitoring and occasional pond maintenance, by experts employed by Colowyo Coal Middle Pond Access Roads <br /> Typical road use would consist of several trips per week by a light use vehicle Company or qualified consultants working <br /> using one way travel and low speed, for Colowyo Coal Company, and that l am a scaLE: As Noted <br /> 2 All topsoil will be removed prior to other activities. Professional Engineer licensed in Colorado as DATE: 1119115 <br /> required by the provisions of C.R.S. COAL DRWG.BY. TCP1ESl <br /> z 3 Maximum cut and fill depths are generally less than 4 feet. APPROVED BY.• <br /> p g y 12-25-101 through C.R.S. 12-25-119. IN �,��COMPANY <br /> 4 The completed sideslo es shall be broadcast seeded with the approved mixture g ti PL:.rR�� ° DRWG NO. <br /> p p pP WITNESS WHEREOF, I have hereunder set EXh. 7-23 <br /> ..,.._„ 0+00 upon completion of the roadway. my hand and affixed my seal. <br /> Colowyo Coal Company • <br /> 4 5731 State Highway 13 Figure <br /> ure D2 <br /> Meeker,Colorado 81641 <br /> 0• No. REVISION DATE BY CHK <br /> • PR-04 New map showing design elements for road project 3110115 TCP KRB <br /> • • p • , <br /> PR-04 Change construction note regarding 1.5H:iV slopes 3110115 TCP MWS <br /> 200' 0 200' 400' PLAN VIEW �' 47031 <br /> go <br /> �Q- <br /> �0 % •• C� Modified Road Cross Section to standardize design <br /> ••• ••• TR-108 12130116 TCP TT <br /> ,�/ ��`,<ss/ ••••• �'��, with other RoadsCONTOUR/NTERVAL 25 FT. East Side Pond Access Roadko.,, ��� oNAL TR-127 Truncated Section26,36 and Middle Pond Access Roads 9128118 TONY LES <br /> ����l/lllllll���`Scale 1" = 200 Feet � � <br />