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SCALE:1 " =200' <br />200 100 0 200 400 600 <br />NOTE: <br />1) ALL CONSTRUCTION TO CONFORM TO B.L.M. SPECIFICATIONS FOR <br />(SEE PAGES 18 -26 IN THE OIL & GAS SURFACE OPERATING <br />STANDARDS - THIRD ADD. FOR TYPICAL CROSS SECTIONS) <br />2) A COMBINATION OF CULVERTS & DRAINAGE TURNOUTS TO BE US <br />3) THE TYPICAL ROADWAY WILL BE CONSTRUCTED WITH THE FOLLOM <br />12' MINIMUM ROADWAY SURFACE UNGRAVELED WITH 10'X150' <br />1' DEEP DITCHES WITH A 3:1 SLOPE TO DITCH <br />1/4:1 TO 2:1 CUT SLOPES (DEPENDING ON MATERIAL). 2:1 <br />2" CROWN WITH 3% CROSS SLOPES <br />GRAVELED SURFACES ON PORTIONS OF THE ROAD AS NEEDE <br />18" DIAMETER CORRUGATED METAL PIPE MINIMUM, WHEN NEE <br />(1' MINIMUM COVER W/ 0.5' - 1' EXPOSED ON THE INLET SI <br />4) BASIS OF BEARING - THE NORTH LINE OF THE NW1 /4 SECTION <br />N88'28'38 "W BETWEEN TH N1/4 CORNER AND THE N.W. CORNER <br />5) BASIS OF ELEVATIONS - GPS OBSERVATIONS (NAVD. 84) <br />EXISTING GRAVEL ROAD <br />�-/- A111 FS M r R N0 57 <br />PLAN VIEW <br />SCALE: 1 "' =200'H <br />A <br />• -9• <br />6580 <br />6560 <br />6540 <br />6520 <br />P� <br />P%A <br />6500 <br />• m <br />6460 <br />ac <br />DATUM ELEV <br />6440.00 <br />tf <br />d <br />PM STA - 17 +00 <br />PM ELEV - E5W.00 <br />A.D. - 5.95 <br />PM STA - 13 +00 K - 33.51 <br />PM n Fv - IVOLIV M <br />0 +00 2 +00 4 +00 6 +00 8 +00 1 U +UU 11 +UU 14 +UU l b +UU <br />PROFILE VIEW <br />SCALE:1 "- 200'H <br />1"=20'V <br />1 b +UU SU +UU 22 +00 24 +00 <br />a 4r <br />P <br />V <br />JUL it 2W <br />AMC*,,F"wC <br />Permit #: M -116 J- -- ,14 Confidental ?: <br />Class: dMc&,,O,1 Type -Seq.: <br />From: FF i LiMett� e_ To: OMC'1 <br />Doc. Name: <br />Doc. Date (if no date stamp) <br />ID 0 /1 KER & A SSOCIA TE.S Job No. 05074 Plotted: LWP Disc No.: HD -LT PL A N & PROF /L E - IV Of T L /MES TONE <br />ENGINEERS & LAND SURVEYORS Date: MAY 24, 2005 Checked: BDB Coord. File: 05074 <br />1790 W. NCTORY WAY SECTION 5 T6N R95 W <br />CRAIG, COLORADO 81625 Scale: H:1" = 200 V;1 =20 Book No.:171 /39 Plot File: 05074 > > <br />1 <br />J <br />A.D. <br />-7.77 <br />200 <br />vc <br />K <br />25.73 <br />200 <br />VC <br />g <br />n_ <br />� <br />N <br />n <br />to <br />W <br />1 <br />8 <br />+ <br />a <br />° <br />N <br />t0 <br />1 <br />a <br />18" <br />CMP <br />ST <br />15+134 <br />-- <br />18" <br />CMP <br />STA. <br />9 +50 <br />STA - <br />50 <br />EXISTING <br />G <br />OUND <br />v - 64,57.09 <br />GRA <br />DE <br />12 KA <br />1 <br />" G <br />50, vc <br />/ <br />co <br />t0 <br />1 <br />/ <br />a <br />> <br />I.j <br />d <br />OZf <br />"�1 <br />" CMID <br />TA. 0-20 <br />j d <br />W O) <br />d <br />N <br />N <br />O <br />C) <br />M <br />O <br />to <br />1� <br />'� OD <br />N <br />00 <br />a N <br />00 <br />ul) <br />r, <br />N� <br />• n <br />tom• <br />. <br />� <br />. 0 tp <br />� <br />� <br />� <br />• � <br />N <br />N <br />N <br />0 <br />0D <br />to <br />d <br />V) <br />� � <br />W) <br />• 0 <br />to <br />� <br />LO <br />� <br />n <br />� <br />LO <br />� <br />to <br />LO t(0 <br />0 <br />r- <br />� <br />to <br />to <br />ODD <br />000 <br />to <br />lJ�i <br />to <br />O <br />t0 <br />. O <br />tD <br />t0 <br />� fn <br />US * <br />0 <br />c. � <br />t0 <br />t1 i <br />� <br />tp <br />t0 <br />0 <br />t0 <br />tD <br />to <br />t0 <br />Lo t0 <br />(O <br />(0 <br />c0 <br />0 <br />tD <br />(0 <br />to <br />t0 <br />t0 <br />t0 <br />(0 <br />X c0 <br />W <br />(0 <br />D <br />W <br />� <br />0 +00 2 +00 4 +00 6 +00 8 +00 1 U +UU 11 +UU 14 +UU l b +UU <br />PROFILE VIEW <br />SCALE:1 "- 200'H <br />1"=20'V <br />1 b +UU SU +UU 22 +00 24 +00 <br />a 4r <br />P <br />V <br />JUL it 2W <br />AMC*,,F"wC <br />Permit #: M -116 J- -- ,14 Confidental ?: <br />Class: dMc&,,O,1 Type -Seq.: <br />From: FF i LiMett� e_ To: OMC'1 <br />Doc. Name: <br />Doc. Date (if no date stamp) <br />ID 0 /1 KER & A SSOCIA TE.S Job No. 05074 Plotted: LWP Disc No.: HD -LT PL A N & PROF /L E - IV Of T L /MES TONE <br />ENGINEERS & LAND SURVEYORS Date: MAY 24, 2005 Checked: BDB Coord. File: 05074 <br />1790 W. NCTORY WAY SECTION 5 T6N R95 W <br />CRAIG, COLORADO 81625 Scale: H:1" = 200 V;1 =20 Book No.:171 /39 Plot File: 05074 > > <br />1 <br />J <br />