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CENTERLINE <br />-- A - ----- --- -- - -- - J <br />F E D -- C- -- 8 K L -- <br />LT. SHOUL.DFR 21/2" BITUMINOUS MAT POINT RF H! ?U ON PRO ILE <br />SLOPE RT. SHOULDER <br />D' ABBE _ _ -- - - SLOPE <br />--- -------------- <br />G SUBGRADE <br />/8' GRAVEL OR CRUSHED STONE BASE_ COURSE <br />9 SELECTED EXCAVATION <br />HALF SECTION IN FILL HALF SECTION IN CUT <br />TYPICAL FINISHED SECTION <br />SUPERELEVATED <br />0 <br />FERTILIZE_ a,_ 5 <br />Mpx\M <br />Gam- Q. � NORMP RO <br />a" ens vercn � <br />P. I. STATION <br />D GREES <br />F CURVE <br />E <br />L H <br />SLOPE <br />SH'D. <br />SLOPE <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />K <br />L <br />M <br />N <br />P <br />0 <br />R <br />15 + 56.5 <br />3800' <br />.050 <br />.050 <br />.050 <br />21.4 <br />I I.0 <br />5.0 <br />0.7 <br />2.2 <br />2.5 <br />2.5 <br />1.1 <br />24.2 <br />11.0 <br />5.0 <br />1.0 <br />3.4 <br />3.8 <br />3.8 <br />1.7 <br />39 +83.7 <br />4800' <br />.062 <br />.062 <br />.062 <br />24.7 <br />11.0 <br />5.0 <br />1 . 1 <br />3.6 <br />4.0 <br />4.0 <br />1.8 <br />21 .2 <br />11.0 <br />5.0 <br />0.7 <br />2.1 <br />2.4 <br />2.4 <br />1 . 1 <br />62+94.7 <br />4800' <br />.062 <br />.062 <br />.062 <br />21.2 <br />11.0 <br />5.0 <br />0.7 <br />2.1 <br />2.4 <br />2.4 <br />1.1 <br />24.7 <br />11.0 <br />5.0 <br />1 . 1 <br />3.6 <br />4.0 <br />4.0 <br />1.8 <br />81 +86.3 <br />2'00' <br />.035 <br />.035 <br />.040 <br />21.7- <br />11.0 <br />2.4 <br />2 .6 <br />2.6 <br />1.2 <br />23.6 <br />11.0 <br />5.0 <br />1.0 <br />3.1 <br />3.5 <br />3.5 <br />1.5 <br />102-4-09.9 <br />5'00' <br />.070 <br />.070 <br />25.1 <br />11.0 <br />_5.0 _ <br />5.0 <br />_0.7 <br />I .2 <br />3.7 <br />4.2 <br />4.2 <br />1.8 <br />21. . 1 <br />I I. 0 <br />5. 0 <br />0.7 <br />2.1 <br />2.3 <br />2.3 <br />1.0 <br />109+55.9 <br />3'30' <br />.056 <br />.056 <br />_:070 <br />056 <br />21.3 <br />11.0_ <br />0.7 <br />2.2 <br />2.5 <br />2.5 <br />1.1 <br />24.4 <br />11.0 <br />5.0 <br />1.1 <br />3.5 <br />3._9 <br />3.9 <br />1.7 <br />137 + 17.4 <br />5'00: <br />.070 <br />1 .070 <br />.070 <br />25. 1 <br />11.0 <br />_5.0 <br />5.0 <br />1 .2 <br />3.7 <br />4.2 <br />4.2 <br />1.8 <br />2 1 . 1 <br />11.0 <br />5.0 <br />0.7 <br />1 2.1 <br />2.3 <br />2.3 <br />1.0 <br />148 + 20.1 <br />3800' <br />.050 <br />.050 <br />.050 <br />21.4 <br />1 1 . 0 <br />0.7 <br />2.2 <br />2 .5 <br />2.5 1 <br />1 . 1 <br />24.2 <br />II. 0 <br />5.0 <br />1.0 <br />3.4 <br />3.8 <br />1 3.8 <br />1.7- <br />.7159+56.8 <br />159 -4-- 56.8 <br />7'30' <br />.080 <br />.080 <br />.080 <br />11.0 <br />_5.0 <br />0.6 <br />2.0 <br />2.3 <br />2.3 <br />1.0 <br />25.6 <br />11.0 <br />5.0 <br />1.2 <br />3.9 <br />4.4 <br />4.4 <br />1.9 <br />174+_99.9 <br />2800' <br />.035 <br />.040 <br />.035 <br />_21.0 <br />23.6 <br />11.0 <br />_5.0 <br />5.0 <br />1 .0 <br />3 1 <br />3.5 <br />3.5 <br />1.5 <br />21.7 <br />11.0 <br />5.0 <br />0.7 <br />2.4 <br />2.6 <br />2.6 <br />1.2 <br />201 + 89.8 <br />6800' <br />.076 <br />.076 <br />.076 <br />25. 4 <br />I I .0 <br />5.0 <br />1 .2 <br />3.9 <br />4 .3 <br />4.3 <br />1 .9 <br />2 1 . 0 <br />11.0 <br />5.0 <br />0.6 <br />2. 1 <br />2.3 <br />2.3 <br />1.0 <br />A <br />SECTION "A -A" <br />SHOULDER LINE <br />I 1 <br />I I <br />I <br />I I <br />A FLOW LINE <br />TOP OF BACKSLOPE <br />PLAN VIEW <br />DETAIL FOR MORTAR RUBBLE BREAKER WALL <br />i OF TRAVELED WAY <br />FINISHED SHOULDER <br />S., <br />I <br />P"OJECT ___-SJ <br />TOTAL <br />NUMBER SNEET6 <br />S0894(5) 2.1 79 <br />SALVAGED TOPSOIL EXCAVATION <br />10, MIN <br />MIN TO 12" <br />`/ <br />�T <br />� <br />- <br />TOPSOIL <br />EXCAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS DESIGNATED <br />4" <br />BY THE ENGINEER. <br />SECTION "A -A" <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />DETAIL FOR SOD DRAINS AT STRUCTURES <br />/ <br />A / <br />5 J50sPS\0�� <br />fikos\ SUBGRADE PROFILE <br />VAR. UNDERCUT <br />. <br />DISTANCES AS DETERMINED <br />BY T E ENGINEER <br />SOIL <br />VARIABLE VARIABLE <br />CEQt\e��/ A <br />Sys / <br />TYPICAL CROSS SECTION <br />FaDst <br />FINISHED SHOULDER LINE <br />FOR <br />� <br />VAR <br />SUPERELEVATED SECTION <br />DETAILS FOR <br />SECTION A - A <br />E.B.S. 81 EXCAVATION AT MOUTH <br />CROSS SECTION SHOWING UNDERCUT <br />OF CUTS 81 MORTAR RUBBLE BREAKER WAI <br />DETAIL FOR EXCAVATION <br />81 SOD DRAINS AT STRUCTURES <br />AT MOUTH OF CUTS <br />