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6455 <br /> Jubb Creek Access Road Profile 6455 <br /> p. <br /> �� 6450 <br /> 6450 - o-..® _`_ .�__. Final Road <br /> COpleted 6445 <br /> Road <br /> 6445 Premine Topography <br /> 6440 <br /> 6440 Horizontal Scale 1 = 100 <br /> �� 1�J �1 ,,...•.Y,.._.._�`n Tm- <br /> Vertical Scale 1"= 10' <br /> 6435 _"`�� 6435 <br /> 6430 '-- - 6430 <br /> N <br /> 6425 ._ 6425 <br /> ------------ <br /> 6420 6420 <br /> 0 0 0 0 0 0 <br /> to to N N <br /> Cut Condition - 14.0 — - - Cut Condition <br /> Centerline <br /> \' 3.O Varies 7'Norrn. Varies 7'Nortn. — 3.0 <br /> ��2� <br /> � I S � <br /> IV <br /> Gravel Base + ao/ <br /> 3"Crowned ,�� o 2 2 <br /> 2% 2/o I —�.- <C <br /> �er2p� 6:1 6:1 /�;� <br /> Profile Grade 3"j Aggregate Base <br /> N &Pivot Point ( Course(CL.6) <br /> Grade Following <br /> Topsoil Removal <br /> Fill Condition Fill Condition <br /> JUBB CREEK ACCESS ROAD TYPICAL SECTION <br /> Scale 1"=4 Feet <br /> c� <br /> X <br /> �O <br /> X <br /> O <br /> "O <br /> ys PGG <br /> Construction Notes: <br /> This road has been designed to meet the applicable portions of CDRMS Rule <br /> o <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 /> preventing environmental damage. <br /> 1 Use of road is for site access during construction and well as routine site access following construction. <br /> 2 Horizontal alignment will closely follow existing two track road alignment wherever possible <br /> cr _ <br /> as to be consistent with existing natural topography. <br /> k 3 All topsoil will be removed prior to other activities. <br /> �,:A� 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 /> T 5 The completed sideslopes shall be broadcast seeded with the approved mixture <br /> upon completion 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 /> L <br /> 00 <br /> Collom Haul Road <br /> See Map 25Eo , . <br /> a� o{Re�kamat�on, <br /> pivis n�n9&SaIeW <br /> s►anae <br /> � r9 <br /> 0 <br /> Legend <br /> ENGINEERS CERTIFICATION <br /> "� 1, THOMAS C. PETERSON, being a <br /> Road Centerline N Licensed Professional Engineer in <br /> Premine Contours <br /> the State of Colorado, do hereby <br /> certify that this map has been prepared <br /> Road Contours to meet the applicable portions of Colorado Jubb Creek <br /> .. .,�;,... Rule or Access Roads. <br /> Access Road <br /> at�}�.�`� Road Gravel : �--�, <br /> DRMS R 14 03 2 f A R d <br /> W Ei111/�,��, <br /> }�.. ^+ SCALE: As Noted <br /> / , PO O• C �� v ��5 DATE: 12114116 <br /> ••0•• •••'•�'/� �I COAL. DRWG.BY. TCP/ESl <br /> 200' 0 200' 400' <br /> • `� PFT, 06 s COMPANY APPROVED BY.• <br /> O :�O�P C��: O % �����A''pEOPLE-PRODQCf1011, ��� DRWG NO. <br /> 44 _ <br /> d <br /> 32257 Z: � EXl7. T-23 <br /> CONTOUR INTERVAL 25 FT. S <br /> 'o � � Colow o Coal Company <br /> y/? r Figure` � �O � ��!J���:• �� ` 5731 State Highway 13 I l ure D5 <br /> � • • \4 `` Meeker,Colorado 81641 <br /> (Intermediate 5 ft contours shown near road) '���i�`sS� ���' ���� <br /> �j ONAL ,��� No. REVISION DATE BY CHK <br /> /'0 <br /> TR-108 New map showing design elements for road project 12130116 TCP TT <br /> Plan View THOMAS C PETERSON <br /> P.E. No. 32257 <br /> Jubb Creek Access Road r z13 v/I b 'TR-108 <br /> DATE Approved 3/20/17 <br /> Scale 1" = 200 Feet <br /> Exh 7-23 FigD5JubbAccessRoad.dwg <br />