2018-04-02_PERMIT FILE - C1981019A (12)

Home Browse Search

r !f 7550 SEC 26 POND ACCESS ROAD 7550 / r , 7500 7500 7450 r v i 7450 7400 f 7350 0 Q fi n 7400 7350 7 300 r _ 7300 _.____ 4.6% _.—_ - —— /° 7250 f a f 7250 7200 0 1� 72 00 7150 i / 7150 )41 7100 7100 / 7050 7050 7000 i 7000 i i po f� %� 6950 6950 o O O O O O O O O O o O O O O O O O ' 0 O N co R Lo to N N Q 0 .N— r �i <D r r 03 N N N N N N N N N N M M oN7 M off] r r i i P ' SEC 26 POND ACCESS ROAD CONTINUED 7550 S d,��iill o r $ � f � '�� 7550 7500 r r 7500 1 l Ji 7450 7450 i 7400 f / 7400 7350 7350 7300 i 7300 7250 7250 7200 7200 1 1 / 7150 w. _ _ — r-_ 2.4% __ r. _ 7150 l 7100 7100 7050 f 7050 7000 Z 7000 950 6950 r f % o 0' 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 /� V+ t i c+o + ro rn o N + + �i + m+ o + + + + + to + + r/ 3 M M M M M co V' V V d' V' <t R 7 R dh LLO 4O h APPROXIMATE PROFILE OF ROAD SURFACE - _ ae1"= 200' cl i r i t / /r ' - _--- Cut Condition _ _... _— :. Cut Condition i Centerline Grave owed �X/ f-2% 2%� 6-1 �/ Got / 1'Fit// Profile Grade 3 Aggregate Base �zO &Pivot Point Course(CL.6) /V t / Gmrle Fallowing 1 - Topsoil RemovaA Fill Condition Fill Condition �i l' ACCESS ROAD TYPICALT e. Scale V—4 Feet W F-1 , r / f r C (i , r 0 f 7 � Lam_ f ( Iii - n " Permit Boundary - Section Line �; - — -- Stream , Disturbance Boundary Access Road Centerline J Access Road Perimeter Construction Notes" This road has been designed to meet the applicable portions of CDRMS Rule TR 118 4.03.2 for Access Roads. It is specifically designed to meet the minimum ENGINEERS CERTIFICATION Approved 4/2/18 - design requirements while minimizing additional disturbed area and I, LEE E. SAMPSON, hereby certify that this o preventing environmental damage. map has been reviewed by me and is true 1 Use of road is for routine environmental monitoring and occasional pond maintenance. and ed and correct to the best of my knowledge t Side Typical road use would consist of several trips per week by a light use vehicle information, relying on information supplied West using one way travel and low speed. by experts employed by Colowyo Coal Pon(.! Access Road Company or qualified consultants working 2 All topsoil will be removed prior to other activities. for Colowyo Coal Company, and that 1 am a SCALE As Noted 3 Maximum cut and fill depths are generally less than 4 feet. Professional Engineer licensed in Colorado as fig, DATE v1sn5 . DRWG BY: TCPIESI 4 The completed sideslopes shall be broadcast seeded with the approved mixture required by the provisionsCoaMPANY APPROVED BY.' 3_5 upon completion of the roadway. 1 through HEREOF �h 1 hereunder 5 1S N CO DRWG NO. WITNESS W haveset � tea.�R,.._ _ 5 Upon completion of construction, a report shall be provided by a professional my hand and affixed my seal. EXi1. 7-23 engineer certifying that the construction has been completed according to plan. Colowyo Coal company Figure D 1 Seek S H State 8y 13 Meeker Colorado atlo 816,r41 `,,`lo0 ,',' No. REVISION DATE BY CHK i� .... i Jl _ PR-04 New map showing design elements for roadproject RK Q) O PR-04 Change construction note regarding 1.5HaV slopes v ��47031300' 600' PLAT MI VIEW �O % ` Modified Road Cross Section N Standardize design 300' 0 TR-108 with other Roads West Side Pond Access Roads TR 11 Revisetl West Side Access RoadAlignment pimps ONAL �``�� ��I/1►111111\I�� CONTOUR INTERVAL 25 FT. Scale 1"' = 300 Feet PRE-MINE TOPOGRAPHY