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Construct 4 ft. Wide x 665 ft. Long <br />Striped Bike Lane w/ 3 ft. Shoulder <br />Fence on Boundary - -• • N <br />, <br />- -� •\ - ------ - - - - - -._ ---- - - - - - --- - - - --- ... - - -- - 4k <br />O • e`' -W , <br />c . a 100 ft. ° °•� . <br />Construct 28 ft. Driveway <br />Per, Mesa County Road and <br />Bridge Specifications <br />♦ \ <br />5e'x 150'Ip LOS <br />F I&2 <br />•♦ Limits of Pavement <br />{� ••♦ \ SOT l <br />7'P <br />i <br />\ \ <br />• V .•�A� <br />' - - - - -- <br />C, \ \ <br />O-el <br />to6 \ :. <br />\ � 1 <br />i <br />• i \ <br />\ <br />\ <br />\ <br />\ <br />>O • <br />Q`♦ <br />Construct 12 ft. Wide x 760 ft. Long <br />Acceleration Lane and 4 ft. Bike Lane <br />w/3 ft. Shoulder <br />X <br />See Detail "A" <br />This Sheet <br />LIMITS OF EXCAVATION x <br />11 1 16.1 Acres <br />PERMIT BOUNDARY <br />26.99 Acres <br />15:1 PaintedTransition Taper <br />Tor oun Stock Pde Area <br />/ (See Detail) <br />\ -- 125 R. <br />Ll <br />TO <br />GR � II <br />-:. <br />os♦ <br />Zw I� o <br />sue♦ •t \ \\ <br />\ \ of �`��n9 I <br />50 ft. ' <br />�I <br />t y � <br />• �,' •© ILL <br />1 � 1 <br />f <br />,1 I <br />See Detail "B" <br />\ This Sheet <br />_Top Soil Stockpile <br />i (See Detail) <br />6 in. Top Soil — Existing Ground Profile - <br />i <br />Soil Overburden <br />Normal Ground Water Elevation <br />1 <br />LIMITS OF EXCAVATION <br />1 Sandjand &Svel Respurce L <br />a� <br />V • <br />m I <br />�I <br />• c' <br />I <br />• c <br />U <br />I� <br />I� <br />c <br />I� <br />0 1 2 3 4 5 6 7 8 9 10 <br />SECTION A - A <br />Scale: I— 100'horz. T•= 10'vert. <br />10 feet <br />Stabilize Top and Side Slope <br />� w/'Oryland" Seed Mix <br />1 �I <br />O <br />TOP SOIL STOCKPILE DETAIL <br />NTS <br />i <br />�v <br />Qyv \\ <br />ate• \ <br />� 72 <br />Fa a \ <br />X <br />DETAIL "A" <br />• ♦1 ' • Scale: 1 in. = 20 ft. <br />Drainage Swale / <br />� l <br />-- Exist. Earthen Drainage Ditch <br />y' _ Existing Mathole <br />(No Cover) <br />x_36 'RCP <br />To Riwer <br />DETAIL "s., <br />Scale: 1 in. = 100 h <br />Fa, <br />Sr <br />• �A <br />C11 <br />..e <br />/ <br />/l <br />RECEIVED <br />AUG 1,, 5 2005 <br />,WA <br />, <br />it <br />w� <br />°ate <br />4520 a Z <br />< <br />0 Lo C) <br />z 0C Z <br />o « Z `n C <br />4510 N m o v < <br />z <br />C\ z Z Z vi <br /><, w 0 <br />�c> = Z< <br />ZJ CD a U -v <br />Z? w z v <br />ca•` O ¢ <U 'J <br />4500 - i n z < <br />n <br />z� z - <br />,,' < <br />o <br />mw <br />Q U <br />4390 <br />Y J <br />M ti <br />a a <br />4380 <br />z <br />Q <br />> o <br />a <br />`I E <br />U <br />3 <br />J N <br />O W <br />a � <br />N <br />U % <br />¢ a <br />II¢ K <br />� V <br />I� <br />Uj <br />� <br />Cj <br />cCn <br />Q1 Cj <br />C1 Cn <br />N <br />O T O <br />vr� � �T <br />CL <br />E V <br />" Z <br />o �... a <br />I � <br />CoMN J <br />E m V <br />ZO.N_ Q LU <br />OE U U N <br />aU_Oow <br />1, <br />:A q�, Eli <br />0 CL <br />,� <br />o W� NO <br />o �i z <br />N �I � <br />100' S0' 0' 100' r <br />mm <br />Contour Interval = 2 feet 0 <br />a <br />Boa ,�JVBEq. <br />. , <br />AUGUST, 2005 <br />T_ � ��.•• l J ••� ' _ . , = 1 in. = 100 ft. <br />•...• <br />a� <br />u o <br />'j � <br />L -+ <br />00 <br />U 0 <br />� C <br />� <br />C <br />O <br />� �' <br />rI••I <br />tom <br />V <br />NNIT <br />—� <br />„ <br />Y N <br />"n o <br />�-•r <br />c r` <br />U <br />w <br />&v <br />� <br />v <br />� <br />C <br />Uj <br />� <br />Cj <br />cCn <br />Q1 Cj <br />C1 Cn <br />N <br />O T O <br />vr� � �T <br />CL <br />E V <br />" Z <br />o �... a <br />I � <br />CoMN J <br />E m V <br />ZO.N_ Q LU <br />OE U U N <br />aU_Oow <br />1, <br />:A q�, Eli <br />0 CL <br />,� <br />o W� NO <br />o �i z <br />N �I � <br />100' S0' 0' 100' r <br />mm <br />Contour Interval = 2 feet 0 <br />a <br />Boa ,�JVBEq. <br />. , <br />AUGUST, 2005 <br />T_ � ��.•• l J ••� ' _ . , = 1 in. = 100 ft. <br />•...• <br />