Laserfiche WebLink
6455 Jubb Creek Access Road Profile 6455 <br /> 6450 6450 <br /> Final Road <br /> mpleted Road <br /> 6445 0 6445 --- _..._.--- --------_.__- Premine Topography <br /> 6440 <br /> � _�_ 6440 Horizontal Scale 1'= 100' <br /> Prem e u ace --- — Vertical Scale 1"= 10' <br /> 6435 6435 <br /> 6430 6430 <br /> N <br /> 6425 6425 <br /> 6420 6420 <br /> 0 00 <br /> 0 0 00 00 0 + <br /> + + + + + ,O <br /> O CD ON N <br /> I <br /> f _ r <br /> t <br /> Cut COntliliOn __.. -... _.- Cut CoCondition- - -- — <br /> Centerline <br /> r <br /> ��o I 91A ! <br /> 2y \moo I Gravel Base ,�d/ /goµ <br /> >`C \ 3 Crowned 11/ /U0 <br /> O I �G� <br /> Profile Grade I �_.. "'Aggregate Base <br /> g " &Pivot Point Course(CL.fi) \> <br /> / Grade Following \ <br /> Topsoil Removal <br /> M ffa C 0 <br /> ffl - Fill Condition Fill Condition <br /> r/oun6 1Ro d 32 <br /> JUBB CREEKACCESS ROAD TYPICAL SECTION <br /> j Scale 1'=4 Feet <br /> r <br /> 1 <br /> k <br /> i <br /> - k <br /> l <br /> Tem o <br /> Construction Notes: <br /> -", 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 /> - ----- 8 preventing environmental damage. <br /> t 1 Use of road is for site access during construction and well as routine site access following construction. <br /> IN2 Horizontal alignment will closely follow existing two track road alignment wherever possible <br /> as to be consistent with existing natural topography. <br /> 1 01111110 <br /> loill 3 All topsoil will be removed prior to other activities. <br /> ' j 4 Two 24"culverts to be installed as shown on plan view and profile that will provide drainage under the <br /> road for flows from the unnamed drainages. <br /> i J 5 The completed sideslopes shall be broadcast seeded with the approved mixture <br /> � upon completion <br /> of the roadway. <br /> 6 Upon completion of construction, a report shall be provided by a professional <br /> - ��.,-'' � �-----_ engineer certifying that the construction has been completed according to plan. <br /> Wilson S E s t <br /> See ap 25E _ t <br /> IF <br /> j <br /> s <br /> fa . <br /> w <br /> N , <br /> Legend � --- '" _ <br /> �� �� <br /> Approved <br /> u Approved 4/2118 <br /> -- - Permit Boundary N ' f -'` ENGINEER'S CERTIFICATION <br /> Road Centerline <br /> I, D rased Pr C.fe WHITE, being a Jubb Creek <br /> � �� ' � Licensed Professional Engineer in <br /> _ g J re k <br /> Court Roads "_. certifythat this lma Colorado, <br /> been herepre prepared <br /> - - Disturbance Boundaryp p p Access Road <br /> w E -- \ to meet the applicable portions of Colorado scaLE <br /> DRMS Rule 4.03.1 for Haul Roads. AS Noted <br /> 14116 <br /> � � DATE' ]2/14/16 <br /> ORWG BY, TCPIESI <br /> COMPANY APPROVED BY. <br /> 200 0 200' 400 �,., � �DQ C` 6'"'faoce rwwc+m"�✓ ORWG NO. y <br /> Xh <br /> Colowyo Coal Company <br /> �+ N v ° 5]3t a e H 9hwaY 13 Figur <br /> CONTOUR INTERVAL 25 FT. S <br /> i t .1 Stlemram a,13 e D3 <br /> (Intermediate 5 R contours shown near road) if <br /> it X No. REVISION DATE BY CHK <br /> - New maps owing design elements or ma project /f ro �it 2 <br /> �� °,°••• ° •°�� TR-108 New map showing design elements for madproject 12130116 TCP TT <br /> Plan View s3'�,"`� <br /> TR-118 Revised Figure Number 7/79/78 TONY LES <br /> Jubb Creek Access Road <br /> Scale 1" = 200 Feet <br /> Exh 7-23 Figures D3 Jubb Access Road.dwg <br />