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.A . <br />Design showing sod <br />strips laid aans <br />- <br />, tr <br />verse patterrans- <br />verse to flow of water. <br />Highwayy <br />i �— <br />Ditch Area <br />Design showing sod'. <br />strips laid in a long <br />tudinol pattern, a <br />-7parallel to flow of <br />water, <br />I <br />L--001" B „B <br />PLAN VIEW OF SODDED BACKSLOPE FLUME <br />Intercepting <br />Embankment j <br />I <br />I <br />Intercepting <br />Embankment <br />'C <br />Normal Backslope <br />5 S' Min. 5' Ground Line Prior To Sod <br />Flume Bottom <br />Flume Construction Work <br />1 <br />-- Sodding <br />SECTION "13 "B" <br />Normal Backslope <br />4' 5' S' Min. 5' 4' <br />Flume Bottom <br />" g z <br />p <br />_ <br />,Inter ce tin �I Intercepting ptinq E <br />K E Embankment Embankment _ E <br />* E <br />Sodding <br />SECTION "C" -"C" <br />NOTE Dimensions shown may be adjusted at the <br />option of the Engineer to fit local conditions. <br />____ <br />_ ___ 10' Desiroble <br />2' Natural Ground Line <br />Intercepting - <br />�_, <br />Embankment <br />=- �` <br />'1 �E I' Minimum. May be adjusted at <br />option of Engineer. <br />/0;�: U <br />\,Ong,nol <br />GENERAL NOTES <br />Rood <br />Surfocin g �� <br />Finished Sodded Bockslope �� �-ij�� � <br />'(��� <br />Ground <br />Details of Construction not shown on this drawing sholl <br />conform to the pertinent requirements of the Standard <br />P 4 <br />Road Shoulder <br />_ 3 <br />6„ 12�, <br />Point of <br />f <br />Specif <br />4 <br />yili <br />Shoulder lope <br />p <br />Slope Intercept <br />cchons, <br />Gradin and shaping intercepting embankment will <br />9 P 9 P 9 <br />uf1iX�RGT, Z��t/L iT mid i <br />Ditch Area <br />be measured and paid for in accordance with the standard <br />"Roadway <br />specifications for and Drainage Excavation". <br />\ <br />I� <br />Sodding <br />Sod strips may be laid either transversely or longi}- <br />% ��• "%jj� �, <br />udinally to the direction of the water flow. <br />SECTION "A"- A" <br />Normal Backslope <br />5 S' Min. 5' Ground Line Prior To Sod <br />Flume Bottom <br />Flume Construction Work <br />1 <br />-- Sodding <br />SECTION "13 "B" <br />Normal Backslope <br />4' 5' S' Min. 5' 4' <br />Flume Bottom <br />" g z <br />p <br />_ <br />,Inter ce tin �I Intercepting ptinq E <br />K E Embankment Embankment _ E <br />* E <br />Sodding <br />SECTION "C" -"C" <br />NOTE Dimensions shown may be adjusted at the <br />option of the Engineer to fit local conditions. <br />