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STHA-DALEYVILLE-STH92RD_S0254(6)
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STHA-DALEYVILLE-STH92RD_S0254(6)
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Last modified
3/7/2025 12:13:41 PM
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3/7/2025 12:13:18 PM
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TYPICAL FINISHED SECTION <br />SUPERELEVATED <br />P. STATION <br />F R DEGREE <br />VE <br />S.E. <br />SLP <br />P <br />A <br />8 <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 />O+ 62.4 <br />3'00' <br />0.053 1 <br />0.053 <br />0.053 1 <br />25.3 <br />11 0 <br />6.0 <br />I 1 <br />3.4 <br />3.8 <br />3,8 <br />1.7 <br />22.4 <br />it 0 <br />6.0 <br />0.7 <br />2.2 <br />2.5 <br />1 7 <br />1.1 <br />256+ 61.6 <br />266 + 99.3 <br />1'00' <br />7'00' <br />0.021 <br />0.079 <br />0 021 <br />0.079 <br />0 040 <br />0 079 <br />- jj <br />R - 1 <br />1 1 0 <br />11.0 - <br />60 <br />6.0 <br />0.8 <br />12 <br />2 5 <br />3 9 <br />- <br />-_ <br />- <br />= <br />1.2 <br />19 <br />= <br />= <br />11 0 <br />11 0 <br />6.0 <br />6.0 <br />0.9 <br />0 6 <br />2.9 <br />2.0 <br />= <br />= <br />1.0 <br />313 +98.4 <br />5.00' <br />0.071 <br />0.071 <br />0.071 <br />26.1 <br />11.0 <br />6.0 <br />- <br />3.7 <br />4.2 <br />42 <br />1 8 <br />22 1 <br />11.0 <br />6 0 <br />0.6 <br />2. 1 <br />2.3 <br />2_3 <br />1.0 <br />320+ 61.6 <br />4'00' <br />0.063 <br />0.063 <br />0.063 <br />22.2 _ <br />11 .0 <br />- <br />_1.2 <br />0.7 - <br />2 1- <br />2.4 <br />2.4 <br />1.1 <br />25,7- <br />11.0 <br />6.0 <br />I I <br />3.6 <br />4.0 <br />4.0 <br />1.8 <br />_6.0 <br />CLASS "A" CONCRETE CONFORMING TO THE PERTINENT <br />REQUIREMENTS OF THE STANDARD SPECIFICATIONS SHALL <br />BE AN ACCEPTABLE SUBSTITUTE. <br />A <br />SECTION "A -A" <br />SHOULDER LINE r 3I <br />I <br />I <br />TOP OF BACKSLOPE <br />PLAN VIEW <br />DETAIL FOR MORTAR RUBBLE BREAKER WALL <br />rt OF TRAVELED WAY, <br />FINISHED SHOULDER <br />SALVAGED TOPSOIL EXCAVATION <br />7EXAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS DESIGNATED <br />BY THE ENGINEER. <br />DETAIL FOR EXCAVATION <br />BELOW . SUBGRADE <br />A SJ5`�Qt\e�,i <br />f�yp51 SUBGRADE PROFILE <br />VAR. UNDERCUT <br />DISTANCE AS DETERMINED <br />BY TE ENGINEER <br />Spy\- VARIABLE VARIABLE <br />USCEQtje` ___l / A <br />FR � FINISHED SHOULDER LINE <br />/ VAR. <br />SECTION A - A <br />CROSS SECTION SHOWING UNDERCUT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />5565 - 2 -70,72,74 <br />
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