直线、曲线及转角表

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1、直线、曲线及转角表工程名称:图表编号:第页共页曲线要素值(m)曲线主点位置交点号交点位置交点间距计算方位角曲线间直线长转角切线长半径回旋线参数曲线长度T1R1A1Ls1RyLy曲线总长外距第一回旋线起点第一回旋线终点或圆曲线起点圆曲线中点圆曲线终点或第二回旋线起点第二回旋线终点备注m°′″m°′″T2R2A2LS2桩K1+503.25桩桩桩桩桩QDx67544.179xxxxxy465877.261yyyyy 1170.9202°29′1″1017.57桩K2+674.175153.36200.0

2、050.00桩K2+520.82桩K2+570.82桩K2+673.07桩K2+775.32桩K2+825.32JD1x68714.000右18°13′40″800.00304.5110.36x68560.787x68610.710x68711.917x68810.501x68857.447y465928.000153.36200.0050.00y465921.355y465924.041y465938.149y465965.043y465982.236 605.1020°42′40″246.74

3、桩K3+277.07205.01132.2950.00桩K3+072.06桩K3+122.06桩K3+263.20桩K3+404.35桩K3+454.35JD2x69280.000右54°23′43″350.00382.2843.84x69088.242x69134.553x69247.465x69318.701x69332.691y466142.000205.01132.2950.00y466069.498y466088.280y466171.388y466292.143y466340.119

4、640.0075°6′23″344.40桩K3+889.3490.60158.1150.00桩K3+798.74桩K3+848.74桩K3+888.94桩K3+929.15桩K3+979.15JD3x69444.495右14°56′35″500.00180.404.49x69421.209x69433.250x69440.041x69443.627x69444.416y466760.50090.60158.1150.00y466672.945y466721.460y466761.081y46680

5、1.118y466851.099 1725.0090°2′59″1512.63桩K5+613.55121.77124.5050.00桩K5+491.77桩K5+541.77桩K5+610.49桩K5+679.20桩K5+729.20JD4x69443.000右34°38′27″310.00237.4215.08x69443.106x69441.719x69428.611x69401.017x69373.693y468485.500121.77124.5050.00y468363.726y46841

6、3.674y468480.999y468543.793y468585.628 210.77124°41′25″88.99桩K5+818.19810.73124.5050.00桩K5+007.46桩K5+057.46桩K5+402.80桩K5+748.14桩K5+798.14ZDx69323.043右136°53′44″310.00790.68534.80x69784.462x69754.929x69444.603x69213.050x69204.413y468658.802810.73124.50

7、50.00y467992.190y468032.496y468138.002y467906.016y467856.801 ########261°35′9″(5798.14)桩K0+000.00#DIV/0!124.5050.00桩#DIV/0!桩#DIV/0!桩#DIV/0!桩#DIV/0!桩#DIV/0!x0.000#####DIV/0!310.00#DIV/0!#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!y0.000#DIV/0!124.50

8、50.00y#DIV/0!y#DIV/0!y#DIV/0!y#DIV/0!y#DIV/0! 0.00#DIV/0!#DIV/0!桩K0+000.00#DIV/0!124.5050.00桩#DIV/0!桩#DIV/0!桩#DIV/0!桩#DIV/0!桩#DIV/0!x0.000#####DIV/0!310.00#DIV/0!#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!x#DIV/0!y0.000#DIV/0!124.5050.00y#DIV/0!y#