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X, <br />Traffic Control Sign __ - —X <br />-- TYp. 3 Places x _ <br />Install Per MUTCD (latest ad) <br />- - - - - -X - -- - <br />s ..- FalrstiugEMiveGSay ' <br />1y� <br />i <br />1 <br />1 <br />i <br />_..- .._..- <br />x x x X <br />Install Luminaire <br />Mount on 39 tt. Pole and <br />10 ft. Support Arm <br />By GVRP <br />Wheel Cut 12 in. - <br />X <br />I <br />I <br />Obliterate Existing Gravel Drive 1 <br />I, <br />Construct New lire Fence on Property Line <br />Per CDOT Std. M -607 -1 <br />Sta. 0+00 S. = 0+00 W. <br />CL Kannah Creek Road <br />— x <br />-- 7 1 - -- - -- - -- - -- - -- - -- ` - - _ x� <br />`" - _ _ _ _ _ _ x x <br />►�- 4�half$ �1 - - x X - <br />_.._ <br />48 <br />_ - <br />•• ��_ "............. <br />g0 _ - <br />• Sta. 0+35 <br />Property Una - <br />X- <br />x _.._..- <br />- x X- -x _ <br />9BO X <br />Remove Existing Pence -_ -- -' - � \ -.. _ . , x aTEIi <br />Dispose As Directed By - _ _ _ X <br />• Mesa County Road Dept. - - <br />Sta 1 +15 \-- - -- -. _ _ _ _ Re -grade Area To Elevation 4700 <br />Max Cut = 6 ft. <br />I A - <br />H DWELLING 50 ft. Ingress, Egress 8 Utility Easement <br />Book 2699, Page 27 -29 <br />t :N <br />Ii\ <br />1 11, \I <br />t <br />I \ A - <br />x - X <br />I \ 70 <br />i I <br />X4 x �I <br />i \ , <br />1 <br />i � ! <br />x- - - - - - -- <br />\. X�`- X <br />X X <br />� t X � <br />` I X `I <br />t <br />4 ft. <br />Shoulder <br />Sloes <br />r <br />24 ft. 3 in. HMA Grading SX <br />i <br />Soil Embankment i <br />Compact to AASHTO T -180 i <br />95% Standard <br />Alternate: i <br />Pit Run i <br />1 I <br />f <br />TYPICAL HAUL ROAD CROSS SECTION <br />x <br />V <br />4- <br />CL Gate <br />" <br />}Cattle Guard Utility Pole (Typ.) <br />• Per CDOT Std. M -611 -1 <br />U 24'AsphatPavement <br />49A0 <br />- Seeding Area <br />See Chart This Sheet <br />Ai <br />70 i <br />I <br />I <br />I <br />- - --- - <br />- - - --- <br />PC - <br />- - - -- - --- - - - - -- <br />—X X X <br />4% <br />_ Sta. 5 +27.50 <br />End Asphalt Surface, Begin Gravel Surface <br />CL 401f 24° CMP <br />Gravel surface <br />4 ft, <br />Shoulder <br />Bin. C1. 6 ABC <br />16 in Pit Run <br />X -X X <br />3 ft Vert : 1 R. Horz. <br />0 <br />-- Brown and Campion Ditch <br />—X x - X - _ <br />Mulching with a dean weed- free straw at a rate of 2000 pounds per acre either crimped <br />or "tacified" at 150 pounds per acre. "Biosol" fertilizer will be applied at a rate of at least <br />1000 pounds per acre. <br />10 <br />I O <br />M <br />i <br />' <br />SEED CHART <br />a3 <br />$ <br />IV <br />0 <br />ao <br />M <br />1001 VC <br />7 N <br />N <br />00 °° <br />MO = 0.75 <br />^ <br />7 <br />t7 <br />n <br />7 <br />O <br />^ <br />ROAD PROFILE <br />PLS <br />Habitat <br />Ol <br />ig <br />Plant Species • <br />Ib /acre <br />Scientific Name <br />Common Name <br />Grasses <br />Atriplex Co ate <br />Mat Saltbntsh <br />2.0 <br />Corxineacea <br />I Scarlet Globemallow <br />0.5 <br />Atriplex Confertifolia <br />Timothy <br />2.0 <br />Hilarla Jamesii •Viva• <br />' Galleta <br />2.0 <br />- CENTERLINE <br />Orysopsis <br />- <br />_ 3.0 <br />U <br />Hymenoides <br />Indian Rice Grass <br />°Paloma° <br />4985 <br />4985 <br />i <br />I <br />i <br />i <br />i <br />i <br />i <br />i <br />o� <br />�I <br />m� <br />YI <br />UI <br />pp ! <br />+ + <br />TOTAL 9.5 <br />Mulching with a dean weed- free straw at a rate of 2000 pounds per acre either crimped <br />or "tacified" at 150 pounds per acre. "Biosol" fertilizer will be applied at a rate of at least <br />1000 pounds per acre. <br />C Cr <br />U � i <br />0 N <br />0 0- i <br />UHF <br />0 <br />-t <br />9 <br />0 <br />N <br />E w E <br />N C <br />aUu` <br />0 2 3 4 5 L[ <br />Prepared By: �` <br />REVISIONS Date: February, 2004 OPERATED BY: SHEET <br />Date Description 1 in. = 50 ft. Horz. M.A. CONCRETE CONSTRUC77ONINC. COLE GRAVEL PIT <br />07i06N4 See DMG letter dated. April Scale- 1, 1; r. i.(: f I'i >f1t;f19.�ilTel!�;' Gvu of jl�ll il:` I ��i IP >! <br />7 in. = 5 ft. Vert. (N) 2323 RIVER RoAD HAUL ROAD DETAILS <br />Contour Interval. 2 ft. denver - durango - grand lunctbn trinidad GRAND JUNCTION, CO 81 505 MESA COUNTY„ COLORADO <br />3J6 m.ln .1.1. Huh. 20] • yran6 I VIK110n, eoloreeo 81881 roro> 2s2 -7'860 970-243-2221 <br />Pjt, No.. 0000 <br />so' zs o' so OF ? SHEETS <br />a <br />E <br />� N <br />m <br />a <br />0 <br />C <br />w <br />a) � <br />E m <br />3 <br />0 0 <br />oo° <br />10 <br />I O <br />M <br />i <br />' <br />! <br />! 01 <br />w <br />S <br />a3 <br />$ <br />IV <br />0 <br />ao <br />M <br />1001 VC <br />7 N <br />N <br />00 °° <br />MO = 0.75 <br />^ <br />7 <br />t7 <br />n <br />7 <br />O <br />^ <br />ROAD PROFILE <br />N O <br />of <br />o <br />7 <br />K <br />,c <br />Ol <br />ig <br />4990 <br />4990 <br />I <br />i <br />i <br />i <br />i <br />\ i <br />1 1 <br />\ <br />1 1 <br />- CENTERLINE <br />- <br />N <br />a <br />L <br />^; <br />+ <br />U <br />4985 <br />4985 <br />i <br />I <br />i <br />i <br />i <br />i <br />i <br />i <br />o� <br />�I <br />m� <br />YI <br />UI <br />pp ! <br />+ + <br />i <br />, <br />� <br />o' <br />Il`� <br />+� <br />PROFILE <br />4980 <br />4980 <br />U <br />4. <br />pp <br />+' <br />\ <br />m <br />.. <br />U" <br />+ <br />EXIS77NG <br />- -- <br />a <br />O+ <br />GROUND <br />4975 <br />4975 <br />\ <br />4970 <br />4970 <br />I- <br />a- <br />++ <br />4985 <br />4985 <br />a <br />n <br />+ <br />C Cr <br />U � i <br />0 N <br />0 0- i <br />UHF <br />0 <br />-t <br />9 <br />0 <br />N <br />E w E <br />N C <br />aUu` <br />0 2 3 4 5 L[ <br />Prepared By: �` <br />REVISIONS Date: February, 2004 OPERATED BY: SHEET <br />Date Description 1 in. = 50 ft. Horz. M.A. CONCRETE CONSTRUC77ONINC. COLE GRAVEL PIT <br />07i06N4 See DMG letter dated. April Scale- 1, 1; r. i.(: f I'i >f1t;f19.�ilTel!�;' Gvu of jl�ll il:` I ��i IP >! <br />7 in. = 5 ft. Vert. (N) 2323 RIVER RoAD HAUL ROAD DETAILS <br />Contour Interval. 2 ft. denver - durango - grand lunctbn trinidad GRAND JUNCTION, CO 81 505 MESA COUNTY„ COLORADO <br />3J6 m.ln .1.1. Huh. 20] • yran6 I VIK110n, eoloreeo 81881 roro> 2s2 -7'860 970-243-2221 <br />Pjt, No.. 0000 <br />so' zs o' so OF ? SHEETS <br />a <br />E <br />� N <br />m <br />a <br />0 <br />C <br />w <br />a) � <br />E m <br />3 <br />0 0 <br />oo° <br />