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5th Street Light Use Road 5720 <br /> 5720 1970 5700 <br /> 5660 <br /> 5680 <br /> 5660 � 56400 <br /> 5640 <br /> 0 0 0 ,00 $ o0 o g 8 g e R S 8 g 8 Q 8 $ 8 N < 8 $ e N 3 8 8 8 N P 8 $ 8 8 3 8 $ 8 a e 8 8 8 O b $ 8 g g 8 8 8 8 8 8 8 R 8 8 8 R S 8 8 8 8 ffi 8 R S 8 8 8 8 3 8 8 8 S 8 8 8 8 . 3 8 8 R 8 8 8 R 8 8 8 8 S 8 8 8 8 9 8 8 8 R S 8 8 8 8 S <br /> O N } ,� V N O O O O ON ON N N N N N N N N N N N N N N N N N N N P <br /> O O O O O } } } } 'F N N N N } n n M + } } <} �- 'F N �- �' } } 'h } } . . } } } + �' �- } } .}- } + } } } m M } } } } } } . } . .. } . } . } } } ^ ^ } } } + } } + � } } + } } } } } } }� } } } + + } } <br /> Plan View of Road AlignmentLe <br /> Typical Road Cross Section <br /> Permit Boundary Road <br /> . :._.. c:• iiiftiii:i•'r.....:::.�::. -..:.:.-.........._......:::.....:..._.: <br /> .•..-..�.,..n,,.,..........._....�.....q...:................a.:..t..h.../..C.....h.:an....g:.:.e5th Street uel Are H e :..:::.:..::.:.::...:_:i::i`i:::iiiFiSE•1i:::C? ?iii:•i'ri•::.?i:�::iz.::i:i.i::2:i:'r:i::£:..i.::::f:.i:a:i::r::,' ° ° ° ° ° ° °o° <br /> 000 <br /> ::}?:i5i °°Co° ° o <br /> —...�...—..� <br /> Streams0000°o°0o0o <br /> 00O00o0County& City Roads0° ° ° ° ° °. ° °hipping ©ffice <br /> 24+00 / 04 <br /> ontainer erinc <br /> O III ainin .::;e Disturbance Boundary Buildings <br /> O 0 uilding <br /> C'4 �X� i eying <br /> CnC,N� � �•. <br /> Shop p ENGINEERS CERTIFICATION <br /> hi i <br /> to d :. <br /> •.•r�L..•..t.• y,n...;, <br /> •.• •: •: War Con � 1, Jason S. Storey, hereby certify that this map has been reviewed by me <br /> Riprap , <br /> _..•,: �k0� Was and is true and correct to the best of my knowledge and information, <br /> N Bay <br /> . Warehouse �• <br /> •: '����'• relying on information supplied by experts employed by New Horizons <br /> :..,.• <br /> .•..•: -=::':°r -......— T aiger Mine and that I am a Professional Engineer licensed in Colorado a <br /> Culvert <br /> .. <br /> ::..... C.R.S. _ _ C.R.S. - - <br /> ••�,, _ _ required by the provisions of 12 25 101 through 12 25 119 <br /> c'' f ,.:.• IN WITNESS WHEREOF I have hereunder set my hand and affixed my seal. <br /> • Slope vanes :r Sbpe varies 'L 0 ' <br /> :. <br /> 3H. o H:1 ,•, 3H 1V to 5H:1V :•�' - 7 �,1� •1I, <br /> 1 <br /> PO L <br /> l - <br /> 48092 <br /> _Zo � � <br /> 0� �Ditch wi <br /> � ••• •• <br /> 1.5:1 TO 10:1 Side Slopes <br /> 14+00 i ` /OVAL <br /> 13+0® = SON S. sroRE <br /> P.E. No. 48092 <br /> "A <br /> Typical Plan View of Culvert Installation 12+00 \' <br /> D TE <br /> 11+ 200' 400' <br /> i 0 .. <br /> Natural Ground Slope varies from 31-1:1V to 51-1:1V L 10 , <br /> Culvert <br /> 'L00 Cf" 1" = 200' <br /> Width Varies(See table below) <br /> 4"Gravel ,Slope varies from 3H:1V to 51-1:1 V �_,. �s ••� � Topo:Post Mine Topo <br /> / 1 <br /> St <br /> 9x� N Com acted Fill CN,.t.,alGround ',., � Mine Roads <br /> P <br /> ip Rap Typically 1'-2'in thickness <br /> p Rap <br /> Typical Cross Section of Culvert Installation SCALE: ,"-ear <br /> ORIGINAL DATE:7I78/16 <br /> DWG.BY: Tony <br /> _.__„ w• 0, Z�.,�•l�z APPROVED BY. Frank <br /> _, ;•:r,• <br /> New Horizon Mine DWG NO. <br /> Width Varies(See table below) ; / C� Permit No.C-1981-008 Map 2.05.3(3)-8 <br /> S P.O Box 628,Nuda,CO.81424 <br /> Slope varies from 3HA V to 5HA V 4"Gravel Slope varies from 3H:1 V to 51-1:1 V _\ <br /> O No. REVISION DATE BY <br /> Original Ground \'•. Revised to only show roads that have not received 7128/16 TONY <br /> Compacted Fill ` Q TR 73 <br /> Typically 1'-2'in thickness '- Phase 111 bond release <br /> + + ;; TR 73 Added typical cross section and culvert note 8110116 TONY <br /> M CV + + <br /> Note: For culvert locations please see Map 2.05.3(3)-1 Surface Water Hydrology <br /> ri TR-73 <br /> Approved 812411 S <br />