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Note: Cross-section of slope ditch EIGHT MILE ROAD ( 1) <br />maybe semicircular, vee or R 0 A D I I FILEHEFT TOTAL <br />trapezoidal. Min.top width = <br />N 0. <br />1 N D E X <br />No. <br />Y E A R N 0. SHEETS <br />2.08' Min. depth 0- <br />671 4' 3' I''R IT TO 01 1960 2 17 <br />A.C. Shld. Pen. Trmt <br />Const. o <br />0AN - <br />08 1.5' 0.08 <br />40 ' 40` <br />ASPHALT CONCRETE SPILLWAY ASPHALT CONCRETE DIKE <br />0.21'x 24"Asphalt Concrete 4 3 2 4 S Scale i"= 1.5' Scale I"=1' <br />Rrp. A.C.Sh/d. A.C.S11/d. Pea Tr 3 <br />0.08 ' 2 % . <br />I <br />2 % 0. 08• 8"-+1 <br />wl—N N L 8„I` <br />Vor' <br />S x <br />Vor.far' 3"Cltor- 0Nor.in Reflector d <br />1 - <br />Ditch Grade 0. 50' Agyre yate Bose over Ditch ore de Point o o <br />0. 30' Ayyrey to Subbase BlackN o o <br />C <br />3' Cleor <br />tea <br />cv <br />Reflector <br />TYPICAL A o 0 <br />SECTION A <br />I"Chamfer Baked 0 <br />White o Target Plot@ <br />VEnamelt <br />STA.. 176 + 00. TO STA. 206 + 50 <br />STA. 221 4 50 TO STA. 284 + 97 <br />R+ cONst. <br />III <br />C <br />14 <br />0 40 01, <br />FRONT REAR FRONT REAR <br />s' 3' 3' 7' 3' 3' 0;z1 x,24'•Asob01t Concrete 4' 3' iz' S` CULVERT MARKER GUIDE MARKERPearrA.C.Sh/d. 1 AC Sh/do.7r. <br />0,09` 2 •I. 2 % 0. 08' Scale I" = I'- 0" Scale I" = I'-0° <br />or <br />Var. J4 r• <br />JPt' <br />0 501 4 99rr yate blase over <br />0. 50'A9gre g ate Subbase Ditch Grade <br />Ditch Grade T_a n r•-l3"'--1 <br />T F/ow v.,- 2-3 traearTYPICALm <br />SECTION B I R flecy ors o [f. <br />of fog YPe 1 C1 V <br />Q s/6 vSTA. 206 + 50 TO STA. 221 + 50' o <br />Nsee <br />ToMN <br />DETAIL " A°0 <br />E0 <br />am <br />Const,Y <br />t A A <br />ti <br />a <br />Var. Va r. <br />I 2o%Var 2 0.2/'x 24' Aspho/t Concrete 2VQ,r, <br />Pen. Tr <br />5 6 <br />ON <br />2 % 2 % Gouge <br />ftt1 <br />Irn h1I <br />rll Z di i yi <br />Var yor„ <br />I/o. Jar- FRONT REAR <br />ch Gr Ditch Grade <br />9 <br />is s /" <br />opt ode 3 CLEARANCE MARKER <br />0, SO A re ate Base999 <br />SECTION A—A <br />Scale I" = I'- 0'I <br />I <br />TYPICAL <br />Note : Dimensions are subject to tolerances SECTION C METAL MARKER P O <br />RE <br />specified in the Standard Specifications Not to Scale Stora Std.OV4-4 <br />STA. 284 + 97 TO STA . 287 + 87 <br />EIGHT MILE ROAD <br />GQ le As Noted TYPWA <br />SCALE I = 5 , Col S" UG • DETAILS <br />3-16-61 <br />P40 DATE <br />R.G.S.