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1 <br /> ` SEC 26 POND ACCESS ROAD <br /> 7550 7550 <br /> 7500 <br /> 7500 <br /> 7450 7450-7.2% <br /> j 7400 -9.4910 7400 <br /> -r y.8% 7350 <br /> Section 26 Pond 7350 -3.2% <br /> r- <br /> 7300 -3.0% -6 4% 7300 <br /> 7250 /o - -4.1% 7250 <br /> 4.5 <br /> 0 3 7% <br /> > r w <br /> 7200 7200 <br /> r <br /> ao ��;� 7150 7150 <br /> -'`M 7100 7100 <br /> , <br /> 7050 7050 <br /> I <br /> 7000 <br /> 7000 <br /> 6950 6950 <br /> O 0 o O O O O O a O o <br /> O O O O O 0 o O O O O 0 0 0 0 0 o O O a 0 o O 0 0 0 0 0 a a o 0 <br /> Lz O r N C7 ct LO to rl� 00 0) 0 r- N (V) It LO (0 00 O O V- N M � to Co t. 00 O O r CV M rt <br /> L <br /> l r r r r r r r r r r N CV N C\1 N N CV N N N Cr) C") CV) C`0 C'7 <br /> f r <br /> 7550 <br /> SEC 26 POND ACCESS RnAD CONTINUED 7550 <br /> 7500 7500 <br /> { 700 <br /> 7450 7450 <br /> . <br /> 7400 7400 <br /> .. <br /> f <br /> y <br /> h r 7350 7350 <br /> SdehillImpoundment ,� ,' ,'" <br /> .. , 7300 7300 <br /> 7250 -5.6°fo 7250 <br /> -6 2% 720D <br /> 7200 -4.9% <br /> �. -3.0% <br /> ! f � s �rF,� 7 , 7150 <br /> -6 2% 7150 <br /> _ -a3 7100 <br /> -" 7050 14. <br /> 7050 7 <br /> LL <br /> 0 <br /> 7000 - 7000 <br /> 6950 6950 <br /> o O O O o 0 0 0 0 o a O O <br /> -- a a O O O o O o O O O O O O o O a O o o a o o O o O O O O O O O O o <br /> + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <br /> k Nt to Co t\ 00 0) 0 �- N C") �t Et) CO t\ 00 0) a �- CV (V) et LO Co t. 00 0) O �- N CV) It LO (0 t` <br /> fr) C") cf) CV} C] {0 V. � �t ct 't CC) LO LO LO L 0 to LO tC? LO LO C0 Co Co CO Ci7 Cfl t0 (0 <br /> APPROXIMATE PROFILE OF ROAD SURFACE <br /> s' e <br /> _._ II_ V 0I <br /> w._ Scale 1 2 <br /> a <br /> I .. <br /> "CJ <br /> { <br /> �- <br /> ` 7700 <br /> , <br /> { Gravel Base Original Grade <br /> -' / 4 to 6 ", Crowned <br /> Y <br /> Cf , <br /> V Ditch, approx. 1.5 ' deep <br /> Grade Following <br /> Topsoil Removal <br /> f , <br /> 7YP/O-AL CROSS-SECTION <br /> fr{ , Scale 1" = 2 Feet <br /> coE , <br /> a <br /> 9 <br /> r <br /> > f <br /> • f <br /> s � <br /> r' <br /> F ,-- 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 /> 10 � �� _ ! ;' ,'r `l f// design requirements while minimizing additional disturbed area and e�b A <br /> preventing environmental damage. ? °�f, <br /> P R4V Qom, <br /> Use of road is for routine environmental monitoring and occasional pond maintenance. Approved 8/8/2016 <br /> Typical road use would consist of several trips per week by a light use vehicle pp +� � <br /> using one way travel and low speed a``��5 <br /> 2 Overall grade of the existing road is generally about 6%to 10%with short sections of higher grades as shown. <br /> 3 All topsoil will be removed prior to other activities. <br /> J <br /> 4 Maximum cut and fill depths are generally less than 4 feet with 1.5H;1 V cut and fill slopes. <br /> 5 The completed ditch and sideslopes shall be broadcast seeded with the approved mixture , <br /> upon completion of the roadway. ENGINEER S CERTIFICATION <br /> I ,►- THOMAS C. PETERSON, be <br /> ll 6 Following blading, a minimum 4 inch thickness of clean,minus 2 inch gravel L Engineermg a <br /> Licensed Professional in West Side <br /> shall be placed and compacted across the 12 foot wide travelway. <br /> the State of Colorado <br /> r <br /> 1 The road shall be crowned such that the minimum depth of ' do hereby <br /> -- i r certify chat this map has been prepared <br /> gravel along the centerline is 6 inches. Approximate quantity of gravel Pond Access Road <br /> needed is 1,500 cubic yards. to meet the applicable portions of Colorado <br /> _ ._ <br /> w _ DRMS Rule 4.03.2 for Access Roads. SCALE: As Noted <br /> 7 A triangular V-ditch approximately 18 inches in depth shall be cut on the uphill <br /> side of the completed roadway. DATE. <br /> 1119115 <br /> + m DRWG.BY. TCP/E51 <br /> n <br /> Q L COMPANY <br /> APPROVED BY: <br /> `. 8 Upon completion of construction a report shall be provided b a professional �►� C <br /> P P p Y P ��► ��•.•.�•� F� Imo' p�Ls rIIonuccia± 1� DRWG NO <br /> 1 engineer certifying that the construction has been completed according to plan. d�••5 c. p��:; , <br /> EXh 7-23 <br /> ry <br /> ..._...- CoCompany n • O tawya Coal -I�/ure D 1 <br /> ``^•. ': i.' � �i � 5731 State Highway 13 ti.J <br /> .� . 32257 Z• Meeker,Colorado 81641 <br /> 7/3 <br /> .• �` No. REVISION DATE BY CHK <br /> _...7, <br /> -- -. •-._...._ `' ' S�0NA I PR-04 New map showing design elements for road project 3/10115 TCP KRB <br /> � ��� ` <br /> LEGEND C,� PR-04 Change construction note regarding 1.5H:11/sloped 3/10/15 TCP MW5 <br /> 300' 0 300' 609 THOMAS C PETERSON <br /> PLAN VIEW P.E. No. 32257 <br /> "_Vm� MMM? —1 West Side Pored Access Roads ROAD CENTERLINE <br /> CONTOUR INTERVAL 25 FT. <br /> (Intermediate 5 It contours shown near road) Scale 1" = 300 Feet DATE <br />