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G066 - G079
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Drawer G
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G066 - G079
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Last modified
3/8/2016 3:11:06 PM
Creation date
1/22/2016 1:26:31 PM
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Improvement Plans
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Improvement Plans
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GRANT LINE ROAD NO 01 - 256 <br /> 01 - 240 <br /> INDEX 38 X 1/2 TO AA 1/2 <br /> 80' <br /> SHEET 3 OF 14 SHEETS <br /> 10' II' 033'x 8NU.R.B. 0.25'x 22ntMixed Surfacing10 <br /> 5% <br /> CI. C-Med. Seal Coat over 0.5'.U.R.B. CI.."C-Med" Seal Coat <br /> 5' <br /> 5% 2% 2% <br /> },Sec oma\ Variable _ Variob/e Jo <br /> /` ops <br /> Natural Ground ns M , Zch <br /> ¢x 5 Natural Ground <br /> Ditch Grade o M <br /> o Grade <br /> O � <br /> C <br /> U 26' I.S. M. <br /> Use super elevation as directed by Engineer <br /> SECTION <br /> G TYPICAL <br /> STA 366+60 TO STA 380 + 30 <br /> 80' <br /> Variable Variable -As 1.5' 0.25'x 8' Plant Mixed 0.25'x 22' Plant Mixed Surfacing 0 25'x 8' Plant Mixed 1.5' Variable -As Variable <br /> (Existing Pavement) Directed by Engineer Surfacing over 0.5' over 0.5U.R.B. Surfacing over 0.5' Directed by Engineer_ (Existing Pavement) <br /> 0.33'U.RB. .0."C-Med!SeolCoat) U.R.B. I U.R.B. (0.167'P.M.S. over 0.33'U.R.B) 9 <br /> I <br /> Existing Aovement 2% 2% F-Existing Pavement <br /> 7777 A^ - 4 a <br /> I <br /> Nty-) <br /> n <br /> d O O N n <br /> O O <br /> 1.0' x26' I. S. M. <br /> Use super elevation as directed by Engineer <br /> TYPICAL <br /> SECTION D <br /> STA 380+30 TO STA 385+26 <br /> TYPICAL CROSS - SECTIONS <br /> SCALE— I" = 3' <br />
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