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3 R. C <br />1-1 i2. R. <br />. <br />(Use 1R. for 4' curb) <br />— < <br />31' R. Wse 2 <br />L9 <br />for 4"curb) <br />i� <br />:' R: <br />a <br />d <br />c . Fo <br />lok 3/4" <br />D <br />Slope 3/4'' N <br />per <br />1 <br />per <br />1/2"It, <br />N <br />a 1 1 :• <br />7" <br />P4 <br />z <br />a o <br />rn <br />IV m y <br />zC 00 <br />CD �" <br />Y w Hi <br />9Z <br />y =2 <br />mZ vm <br />08 <br />3 ~ <br />w sy <br />fit -1 <br />a <br />o <br />z <br />>0 <br />yo <br />v / ylie' <br />Same slope as rmdlay 6 , <br />REVERSE SLOPE (BITTER SECTION SECTION WHEN AD.ACENT TO BASE <br />(Forms may be tiled) DESIGN 6 <br />Ol L2KT or L2KTB Joint when adjacent to rigid par't. or base <br />See Std. Plates 1140 61141 for keyway and Iolnt. <br />C <br />DESIGN V <br />All curb slope measuremmts are in <br />relation to adacent gutte•. slope <br />W=18' <br />W=24' <br />W= <br />" <br />_ <br />DMEMSIONS <br />Z <br />' <br />Cu Yds. <br />Z <br />SY <br />BETE <br />Cu. Yds. <br />Lin. FL <br />Z <br />o <br />CONCRETE <br />Cu. Yds. <br />Un. F6Cu. <br />I x <br />CONCRETE <br />: <br />`� o <br />C R_ <br />Cu. 1b. <br />N <br />A <br />ltn. Ft <br />YA{. <br />liw, Ft. <br />B <br />a <br />Per <br />Lin. Ft. <br />Ftr <br />Cu. Yd. <br />yNj Z <br />o <br />Re <br />LN. Ft. <br />Par <br />Cu. Yd, <br />W Z <br />G <br />Per <br />Lln. Ft. <br />Per <br />C,I. Yd. <br />W Z <br />o <br />Pv <br />F <br />Frr <br />Y <br />W Z <br />cPA. <br />ar <br />F t. <br />4 <br />73/8' <br />11.1 <br />BI32 <br />0.042 <br />23.8 <br />637 <br />15./ <br />. 8�30 <br />71 <br />! 4 <br />0.0 <br />& <br />13.1 ' <br />12 <br />74 <br />86 <br />6 <br />14. <br />8630 <br />0.0798 <br />12 S <br />0 090 1 0 <br />S <br />8. <br />8 <br />,67 <br />1 <br />8830 <br />7 <br />4 <br />0.0697 <br />14 4 <br />MM4 <br />0.0805 <br />12.1 <br />�0 <br />0.0913 <br />11.0 <br />L1$6 <br />0.1021 9 B <br />10 <br />93%8' <br />175/B' <br />0.0589 <br />17.0 <br />8 <br />DIMENSIONS <br />Z <br />CONCRETE <br />= <br />CONCRETE <br />° <br />LN� Ft. <br />u <br />OIICIl <br />CONCRETE <br />a <br />PM s. <br />N = <br />M s, <br />L 1. <br />= <br />u. Yds. <br />In. t <br />N o <br />u. Yh <br />L�, Ft <br />N o <br />tQ0111CRETE <br />Yds, <br />Lh, 'l.11n. <br />_ Ft, <br />u <br />_ <br />Lln. Ft. <br />Cu Y <br />o <br />PerAr <br />I in Fl. <br />Cu. W. <br />: <br />IAr <br />LL..Fa. <br />M <br />Cu vi <br />: <br />C <br />e. <br />Ptr <br />n.. v. <br />1 <br />