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/? Ffkevbp 9�15/e, <br />PREPARED sr: J. E. STOVER & ASSOCIATES, INC. <br />Existing Pavement <br />,� a- <br />u o _j <br />P.O. H°z 60940 <br />_ Gread 7°t., CO 131506 <br />P LAN U EW <br />w <br />Replace Existing <br />\ <br />v / <br />�W <br />J <br />aW <br />-- _ -- <br />REFERENCES <br />1" 30 <br />I <br />'� <br />Pipe W/ 18 " CMP. <br />= <br />60 6 ^g0 <br />End of 6" Perforated "J— Drain" <br />REVISIONS <br />French Drain Pipe. <br />No. <br />DESCRlP770N: <br />BY <br />DATE <br />1. <br />TR -55 <br />L.K.J. <br />07 109108 <br />2. <br />7R -55 — Adequacy <br />J.E.S. <br />08128108 <br />Non — Perforated 4" Diameter Solid, <br />�� / <br />Pipe to Elevation 6660' on <br />Surface. Anchor to Slope <br />with <br />/ <br />O — <br />°� <br />— /� /� <br />_. <br />36" x #4 Rebar Driven into Slope <br />Wall # i <br />i <br />every 20'. <br />y / I x <br />O <br />j o.-- - <br />o <br />- - -i? - - -- o - -- <br />-- <br />Pipe Surface <br />1 o . 10% <br />on <br />Grade b <br />+ <br />f 3��0 <br />os /� D <br />a <br />to toe of slope <br />n <br />— an <br />° <br />,3 <br />} <br />O <br />OOx <br />OO <br />/ <br />XS <br />d-Vz <br />s <br />6 6 60 <br />*19-0 <br />% <br />> <br />6 <br />/ / SXS <br />/ o <br />/sXZ <br />B / '/ <br />/ <br />y <br />±' <br />ti, <br />6670 <br />Existing <br />N <br />Typical Section <br />Haul Road <br />V W <br />Ground <br />u <br />L <br />Asphalt Paving 6" <br />,o� <br />X p <br />�j( . <br />Z� <br />6p. lg o <br />Lateral xtent of <br />8 ' -o <br />-__�� � <br />_ a <br />�' <br />_0 <br />� <br />12' <br />12' 6' <br />�— Gourd Rail <br />Compacted <br />Re —Gr ding <br />� � <br />o <br />� <br />Fill <br />2 ' <br />2 <br />/ <br />\ inforced <br />Soil lope <br />Varies <br />\ <br />s <br />Slide Bounda <br />6" Road Base 15" <br />\ <br />1' " Road Base 4 <br />1 ° = 20' <br />oad Sh ulder <br />Pav ment dge <br />C <br />p' <br />B —SEAM PORTAL BENCH <br />Wall <br />ateral xtent <br />e —Gr ding <br />FOR SECTIONS, SEE MAP 15 -6 <br />° d <br />o � <br />a <br />° <br />Ge s e1 0 90 <br />` 6 <br />m <br />6 Q,' S <br />° m <br />n <br />i <br />i p <br />co <br />Ditch <br />F spills <br />I <br />` <br />onto <br />1 2 Pipe <br />C' <br />N J <br />N <br />SEP J j Lij <br />Division of heciamation, <br />�GI� �Ild Sef6ty <br />Profile, New Haul Road Alignment <br />W10 <br />_ <br />_. <br />I <br />i _ ..__ .. _ _ 17 . - -- <br />-, - I <br />._ <br />I <br />_. _ <br />6610 <br />7�7 <br />Top of Wall #1 <br />i <br />1V <br />ENGINEER'S CERTIFICATION <br />6800 <br />I <br />6wo <br />s . j <br />8790 <br />Origi Grade <br />9 <br />_ <br />_ Of Wa <br />TO P # 2 <br />— <br />- _ -- <br />6 ]80 <br />?- <br />� . of the tinfor'm drawing was done <br />" qr_t my dire <br />R'3 atlan presented on <br />.pder <br />w i n g i's and to the <br />abelie <br />6]90. <br />_. _.. .. <br />_..__ �_.•_�._ - <br />.... <br />-__. . <br />_ 6780 <br />> °.5. of R1 wledg <br />e i7dte� belief. <br />Final Road Grade <br />'.. <br />I ONE INCH <br />DESIGNED: <br />Eno <br />- <br />- <br />- --- _.. <br />._ <br />8770 <br />- <br />E. Sfov r Dote <br />DRAWN: <br />8]60' <br />---�� <br />�i� <br />I <br />-- l- Frerloh �rQll1 <br />- - -_ <br />_. _ _�.... <br />-- 8760 <br />CHECKED: <br />'g d <br />PREPARED FM <br />6750 <br />_ _.. <br />M <br />_ ,,,�___ -_ —_ <br />-... - <br />______ __..._ _�_. <br />-_ _. <br />___.__.__... —.... _ <br />._ 6]50 <br />.. .. w. 5. <br />D I,I,C <br />BOWIE RESOURCES, D <br />6M <br />° <br />- <br />I section Beneath Roc <br />6740 <br />D BOWIE NO. 2 MINE <br />P.O. BOX 483 <br />87 <br />8 50 <br />6+00 5 +50 5+00 <br />1350 4+00 <br />3 +50 3 +00 <br />__- <br />2 +50 2 +00 1 +50 - -- 1 +00 <br />_ -- - __.___ .__.. <br />"0+50 0 +00 <br />'q <br />" " n - <br />m.n <br />-0+50 c -1+00 <br />'6]30 <br />BOWIE RESOURCES, LTC PAONLI, COLORADO 81428 <br />PROJECT: <br />, 0 <br />BOWIE NO. 2 MINE <br />II <br />II <br />TITLE: <br />z o <br />1 " <br />= 30' <br />CURVE #II REPAIRS <br />— <br />"w <br />° ° <br />PLAN VIEW & SECTIONS <br />DMG I.D. No. C - 96 - 083 <br />DWG. NAME: <br />MAP 15 -5 <br />A S NOTED <br />/? Ffkevbp 9�15/e, <br />