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LOUISE AVE. <br /> LOUISE AVENUE HOWLAND ROAD Ma 3:"SxuIL-156119591 '2r SH9 <br /> Cost. Const <br /> 30 30' 30' Var. R/W <br /> 5' 9' 4' 0.21'�24'Plant Mixed Surfacing 4" 9' 5' II' S' 4' 0.21'x24'Plant Mixed Surfacing 4' 9' 5' <br /> PMS. PM.S. P.M.S. P.M.S. <br /> 0.08 2 Y I 0.08 2� I 0.08 <br /> Vor P. Var. lY <br /> t0*08' <br /> Q . - 1111111 <br /> 5 .. .• : : • <br /> �.. 9.1 <br /> i _ .� s <br /> Ditch erode <br /> Pi ¢ Grode N �- ire rode N ti <br /> P o o P co 0 <br /> .90 0.50xG <br /> 32�Untreat¢d RocK Base 0.50X32"Untreated RocK Base <br /> TYPICALTYPICAL A <br /> SECTION AlSECTION <br /> STA. 0+00 TO STA. 58+00 STA. 0+00 TO STA. 10+00 <br /> Scale, 1"-- 5' Scale , I"= 5' <br /> i <br /> Const. Const. <br /> 30' 30' 30' 30' <br /> 2 4 8 4 0.21'924Plant Mixed Surfacing 4 8 4 2 5 9 4 0.21'x24 Plant Mixed Surfacing 4 9 5 <br /> P.M.S. I P.M.S. P.M.S. P.M.S. k <br /> 0.08' 9% I Q, 0.08' 0.08' 2 X I 2 7. OD8' <br /> V, Var - .• . , ,.. ._ . • ::.:.. gar vor. i. far. 9:1 A . . .,: g:1 <br /> ..: • .. • Vcr. <br /> Ditch Grode cv Ditch Grade Ditch Grade �, I Ditch Grade <br /> CS C5 <br /> 0.50"x32 Untreated Rock Base 0.50%32"Untreated Rock Base <br /> TYPICALTYPICAL <br /> p SECTION B <br /> B <br /> SECTION <br /> STA. 58+00 TO STA. 120 +29 STA. 11+00 TO STA. 14+00 <br /> Scale , I"= 5' Scale , I"■ 5' <br /> 1.5'PM.S. DIKE 4.0' Plant Mixed Surfaced Shoulder <br /> X <br /> Cost. <br /> 0. o N OZ\ 30' 30' <br /> A <br /> rr 2 0.21'x3?'Plant Mixed Surfacing 5' <br /> a P.M.S. 13' \�3 <br /> C. <br /> o. o 1.5' 1.5 <br /> 0.08' 2% j 2% <br /> 5% • : :... ... . .:....•..;: ..�.•. • :. •., ,.. ....... .. : .. •. ... :. ......; . . . Var. <br /> DIKES DOWN DRAINS > .:.e .... .: ..:..... .: ...:.: <br /> PLANT MIXED SURFACING PLANT MIXED SURFACING voY <br /> (as directed by Engineer) (as directed by Engineer) cs o <br /> Scale , I"= I Scale , I"= 1' 0.50x41 Untr¢ated Rock Bose <br /> STA. to STA. LOCATION L.F. STATION LOCATION <br /> 58+62 59+08 16'Lt. 299 56.80 Lt TYPICAL r <br /> 1+00 HOWLAND RD to 59+08 16'Rt 2?3 59+08 Lt 2r Rt SECTION l.• <br /> a 92+90 94+10 16'Lt. 120 92+90 Lt. 9 Rt. <br /> 92+90 95+03 16'Rt. 213 94+30 Rt <br /> 94+90 95+25 161t. 95 97+28 R# STA. 15+00 TO STA. 22+00 <br /> 95+23 97+28 16'Rt 205 97+31 Lt Scale , 1% 5' <br /> 95+46 9?+31 1611. 185 + HOWLAND A t <br /> Total 1,330 TYPICAL CROSSIIIIIIIIIIIIISECTIONS <br /> ;a <br />