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1、直線、曲線及轉角表籍籍田田街街道道柑柑橘橘公公園園道道路路建建設設工工程程（A A線線）S2-4S2-4第第 1 1 頁頁 共共 3 3 頁頁交點號交 點 坐 標交點樁號轉 角 值曲 線 要 素 值 (m)曲 線 主 點 樁 號直線長度及方向備 注N(X)E(Y)半 徑緩和曲緩和曲切 線曲 線外 距 校正值第一緩和曲線第一緩和曲線終曲線中點第二緩和曲線起第二緩和曲線直線段交點間計算方位角線長度線參數長 度長 度起 點點或圓曲線起點點或圓曲線終點終 點長(m)距(m)123456789101112131415161718192021BP3347843.82235413118.229K0+00012、4.0227.431311601.5JD13347825.73235413138.843K0+027.426300029.2(Y)5013.4026.191.760.62K0+014.024K0+027.118K0+040.21111.3751.301611630.7JD23347777.14635413155.312K0+078.112235803.3(Z)12526.5352.292.780.78K0+051.579K0+077.724K0+103.86851.0986.261371827.4JD33347713.74435413213.802K0+163.59740731(Y)2408.3、6417.280.160.01K0+154.953K0+163.593K0+172.23336.8959.211412558.4JD43347667.45035413250.715K0+222.798490128.3(Z)3013.6825.672.971.69K0+209.119K0+221.954K0+234.78812.5335.22922430.1JD53347665.97035413285.901K0+256.325615753.5(Y)159.0116.222.501.79K0+247.319K0+255.430K0+263.54133.1153.251542223.6JD63344、7617.95635413308.933K0+307.78641508.7(Z)30011.1422.270.210.01K0+296.648K0+307.781K0+318.91450.3575.701500714.8JD73347552.31635413346.645K0+383.478263856.9(Z)6014.2127.911.660.51K0+369.268K0+383.221K0+397.1750.0034.931232818JD83347533.05235413375.783K0+417.8941081140.9(Y)1520.7228.3310.5813.11K0+397.5、175K0+411.337K0+425.50017.1947.802313958.8JD93347503.40235413338.285K0+452.584274711.6(Z)409.8919.401.210.39K0+442.690K0+452.389K0+462.0888.3429.032035247.2JD10 3347476.85635413326.533K0+481.225564234.8(Y)2010.7919.802.731.79K0+470.432K0+480.330K0+490.2270.0026.102603522JD11 3347472.58935413300.785K6、0+505.533111644.4(Z)15515.3130.510.750.10K0+490.227K0+505.484K0+520.7400.0022.622491837.6JD12 3347464.59735413279.624K0+528.053204320.1(Y)407.3114.470.660.16K0+520.740K0+527.973K0+535.20740.9467.052700157.7JD13 3347464.63535413212.572K0+594.946862712.6(Z)2018.8030.187.457.42K0+576.147K0+591.236K0+607、6.3254.8343.081833445.1JD14 3347421.63835413209.882K0+630.607882353.3(Z)2019.4530.867.908.04K0+611.159K0+626.587K0+642.0168.7943.23951051.8JD15 3347417.73435413252.939K0+665.80163605.2(Z)26015.0029.960.430.03K0+650.806K0+665.784K0+680.762編制：復核：直線、曲線及轉角表籍籍田田街街道道柑柑橘橘公公園園道道路路建建設設工工程程（A A線線）S2-4S2-4第第 28、 2 頁頁 共共 3 3 頁頁交點號交 點 坐 標交點樁號轉 角 值曲 線 要 素 值 (m)曲 線 主 點 樁 號直線長度及方向備 注N(X)E(Y)半 徑緩和曲緩和曲切 線曲 線外 距 校正值第一緩和曲線第一緩和曲線終曲線中點第二緩和曲線起第二緩和曲線直線段交點間計算方位角線長度線參數長 度長 度起 點點或圓曲線起點點或圓曲線終點終 點長(m)距(m)123456789101112131415161718192021JD15 3347417.73435413252.939K0+665.801接上頁88.03112.33883446.6JD16 3347420.51835413365.2349、K0+778.097210525.7(Y)509.3118.400.860.21K0+768.789K0+777.992K0+787.19429.4550.991094012.3JD17 3347403.35535413413.247K0+828.875172243.5(Z)8012.2324.270.930.19K0+816.648K0+828.781K0+840.9140.0028.94921728.8JD18 3347402.19935413442.160K0+857.623452037.5(Y)4016.7131.663.351.76K0+840.914K0+856.742K0+87210、.57012.3139.381373806.3JD19 3347373.10035413468.698K0+895.243544623.5(Z)2010.3619.122.521.60K0+884.882K0+894.441K0+904.00124.7447.35825142.9JD20 3347378.98435413515.682K0+940.99084510.5(Y)16012.2524.440.470.05K0+928.745K0+940.967K0+953.18811.9732.35913653.4JD21 3347378.07235413548.015K0+973.2891828011、3.9(Z)508.1316.120.660.14K0+965.161K0+973.219K0+981.27710.4626.74730849.4JD22 3347385.82535413573.605K0+999.887302411.1(Y)308.1515.921.090.38K0+991.735K0+999.695K1+007.65440.3273.701033300.6JD23 3347368.55735413645.253K1+073.2011183132.8(Y)1525.2331.0314.3519.42K1+047.976K1+063.491K1+079.00635.0511112、.182220433.4JD24 3347286.03035413570.746K1+164.9641274115.4(Z)2550.9155.7131.7146.10K1+114.059K1+141.916K1+169.77310.0379.10942318JD25 3347279.97735413649.619K1+197.973395648.3(Y)5018.1734.863.201.48K1+179.800K1+197.230K1+214.6600.0031.151342006.2JD26 3347258.20935413671.898K1+227.637655710.7(Z)201213、.9823.023.842.93K1+214.660K1+226.171K1+237.68219.7243.90682255.5JD27 3347274.38135413712.707K1+268.602583021.3(Y)2011.2020.422.921.98K1+257.400K1+267.611K1+277.82315.5033.101265316.8JD28 3347254.51535413739.178K1+299.717143405.8(Y)506.3912.710.410.07K1+293.326K1+299.683K1+306.03929.2146.681412722.6J14、D29 3347218.00535413768.264K1+346.328725516.6(Z)1511.0819.093.653.08K1+335.245K1+344.790K1+354.33518.3740.32683206JD30 3347232.75935413805.787K1+383.571570222.6(Y)2010.8719.912.761.83K1+372.703K1+382.658K1+392.613編制：復核：直線、曲線及轉角表籍籍田田街街道道柑柑橘橘公公園園道道路路建建設設工工程程（A A線線）S2-4S2-4第第 3 3 頁頁 共共 3 3 頁頁交點號交 點 坐 標15、交點樁號轉 角 值曲 線 要 素 值 (m)曲 線 主 點 樁 號直線長度及方向備 注N(X)E(Y)半 徑緩和曲緩和曲切 線曲 線外 距 校正值第一緩和曲線第一緩和曲線終曲線中點第二緩和曲線起第二緩和曲線直線段交點間計算方位角線長度線參數長 度長 度起 點點或圓曲線起點點或圓曲線終點終 點長(m)距(m)123456789101112131415161718192021JD30 3347232.75935413805.787K1+383.571接上頁0.0018.811253428.6JD31 3347221.81835413821.083K1+400.551351349.7(Z)257.916、415.371.230.50K1+392.613K1+400.299K1+407.9850.0017.63902039JD32 3347221.71235413838.714K1+417.679422313.8(Y)259.6918.491.810.89K1+407.985K1+417.233K1+426.4800.0021.441324352.8JD33 3347207.16435413854.463K1+438.227401854(Z)3211.7522.522.090.98K1+426.480K1+437.739K1+448.99727.2857.90922458.8JD34 3347217、04.72335413912.314K1+495.1521030358.1(Z)1518.8826.989.1110.78K1+476.272K1+489.764K1+503.25558.2888.023492100.7JD35 3347291.22335413896.048K1+572.392570030.8(Z)2010.8619.902.761.82K1+561.530K1+571.480K1+581.43028.5253.232922029.9JD36 3347311.45935413846.810K1+623.803493409.7(Y)3013.8525.953.041.75K1+18、609.951K1+622.928K1+635.90547.6871.253415439.6JD37 3347379.18635413824.688K1+693.302515007.1(Y)209.7218.092.241.34K1+683.582K1+692.629K1+701.67638.9758.64334446.7JD38 3347427.94435413857.263K1+750.596364238.7(Y)309.9519.221.610.69K1+740.643K1+750.253K1+759.86417.1427.09702725.4EP3347437.00635413882.791K1+777編制：復核：