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I ' <br />W W 3 <br />W f <br />> CO V O <br />Z O <br />Q O <br />m <br />� w <br />Z <br />J <br />LLJ <br />z <br />z <br />UGAP <br />O <br />0 <br />Z <br />o <br />a <br />C!) <br />z_ <br />OI <br />N <br />N <br />/ <br />Cal <br />O%°g0 <br />F <br />�• <br />/ al °16'30" <br />. <br />54°34'27° <br />— _ — _ _. -- <br />132°20�28� <br />TO GROUND ELEVATION 7270.5 <br />THEN FOLLOW CONTOUR AT 1% SLOPE <br />TO A POINT 100 NORTH OF POINT NO.4 <br />THEN DESCEND AT 20% SLOPE IN A <br />GENERAL NORTWESTERLY DIRECTION <br />UNTIL A POINT 20' UP THE SLOPE <br />FROM THE TOP OF THE ROAD CUT <br />FROM HERE FOLLOW THE CONTOUR AT 1% <br />SLOPE AND THEN DESCEND AT 20% TO <br />TIE INTO CULVERT. <br />LB NO.2 <br />E 1,348,540.02 <br />N 297,572.29 <br />__ <br />— — -- — _ <br />4rLB NO.3 <br />E 1,348,474.15 <br />N 297,71746 <br />_ _ — — — — — — <br />Z o2 i <br />803.78 30" <br />v^ <br />AZ161 006'33" <br />— — ^1375 <br />� ! <br />------ - - -_T� <br />/ • <br />� <br />_ APPROXIMATE CENTERLINE <br />OF DITCH <br />� + PT N04 <br />HORIZONTAL SCALE I "= 50'-0.' <br />- <br />/ <br />18 CMP CULVERT <br />OUTLET IN STILLING BASIN <br />INV ELEV 71345'(3.5� BELOW ROAD) <br />• E 1,348,335 <br />N 298,735 <br />APPROX. LOCATION, VERIFY THAT <br />THERE IS NO CONFLICT WITH ROAD <br />7280 <br />- - <br />- <br />- <br />-- <br />-- <br />— <br />- <br />7260 <br />LO <br />rpni <br />E 2' <br />M Fi <br />LOW <br />31aAjin <br />- <br />- <br />- <br />- <br />- -- <br />I2o0`- <br />=.aI <br />___ <br />- <br />-- <br />- <br />- <br />-- <br />— <br />-- <br />- <br />- - <br />- <br />- <br />- <br />- <br />- <br />-- <br />— <br />- <br />- <br />— <br />- <br />- <br />- -- <br />— <br />- <br />7240 <br />- -- <br />- - <br />- - <br />-- <br />7220 <br />- <br />-- <br />- <br />-- <br />- <br />-- <br />VbL <br />-- <br />7200 <br />- - <br />- -- <br />-- <br />- <br />- <br />- <br />- <br />- -- <br />-- <br />- <br />-- <br />-- <br />7180 <br />- <br />- -- <br />- <br />- <br />- <br />- <br />- <br />— <br />- <br />- - <br />- <br />7160 <br />-- <br />-- <br />_ <br />-- <br />7140 <br />- - - -- <br />- -- <br />_ <br />_ <br />-- <br />-- <br />- <br />NORTHERN COAL COMPANY <br />-- <br />- <br />- <br />- <br />_ <br />-- <br />-- <br />- <br />- <br />- <br />- <br />NORTHERN NO MINE <br />INTERCEPTION DITCH <br />PLAN PROFILE <br />ME- 7980- 13 -4/6 �X /�%! C -8 <br />- <br />— <br />- <br />- <br />7120 <br />- <br />-- <br />- <br />-- <br />- <br />_ - -_ <br />- <br />- -- <br />-- - -- <br />- <br />- <br />- <br />� <br />- <br />- -- <br />- <br />- <br />- <br />- <br />-- - <br />__- <br />_- <br />-- <br />- <br />- <br />- - <br />-- <br />_ <br />- -- <br />- - - -- <br />-- <br />— <br />— <br />- <br />-- <br />- <br />- -- <br />- - <br />-- <br />_ - <br />- <br />- <br />- -. <br />scale: <br />AS SHOWN <br />- -, m <br />� _ <br />engineers an architects <br />Da box 22026 <br />any drive deriver coiorado 80222 <br />— <br />- - <br />— <br />-- <br />- <br />- -- <br />-- <br />— <br />- <br />- - - - <br />— <br />- <br />- - -- <br />_- <br />-- <br />- <br />- <br />- <br />- -- <br />-- <br />- <br />— <br />— <br />- <br />- <br />- -- <br />- - <br />drawn <br />backed <br />approved <br />S <br />-- -- <br />- <br />--- <br />--- - --- <br />- <br />- <br />-- —and <br />-- <br />7111�1, <br />PLATE 1, PLAN - PROFILE <br />i <br />