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1、直線、曲線及轉(zhuǎn)角表 江津區(qū)白沙鎮(zhèn)2017年農(nóng)村公路（馬橫路）建設(shè)項(xiàng)目S2-4第 1 頁(yè) 共 5 頁(yè)交點(diǎn)號(hào)交 點(diǎn) 坐 標(biāo)交點(diǎn)樁號(hào)轉(zhuǎn) 角 值曲 線 要 素 值 (m)曲 線 主 點(diǎn) 樁 號(hào)直線長(zhǎng)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(diǎn)第二緩和曲線起第二緩和曲線直線段交點(diǎn)間計(jì)算方位角線長(zhǎng)度線參數(shù)長(zhǎng) 度長(zhǎng) 度起 點(diǎn)點(diǎn)或圓曲線起點(diǎn)點(diǎn)或圓曲線終點(diǎn)終 點(diǎn)長(zhǎng)(m)距(m)123456789101112131415161718192021JD03205129.645609553.028K0+0005.34014.63245128.3JD13202、5144.224609554.267K0+014.632210320.9(Z)509.29218.3750.8560.210K0+005.340K0+014.527K0+023.71419.71639.7983434807.3JD23205182.442609543.165K0+054.220521502(Y)2210.79020.0632.5031.517K0+043.430K0+053.462K0+063.4930.00021.132360309.3JD33205199.526609555.601K0+073.835681655.5(Z)15.2513810.34218.1763.17623、.508K0+063.493K0+072.581K0+081.66956.98697.8963274613.8JD43205282.339609503.392K0+169.2231034338.8(Y)2430.56843.44914.864 17.688K0+138.655K0+160.379K0+182.10441.38481.407712952.6JD53205308.172609580.592K0+232.943525445.1(Y)199.45517.5462.2231.363K0+223.488K0+232.261K0+241.0340.00024.9291242437.7JD634、205294.084609601.159K0+256.509905811.2(Z)15.2148215.47524.1576.4876.792K0+241.034K0+253.113K0+265.19115.27542.211332626.5JD73205329.308609624.420K0+291.928361555.7(Y)3511.46222.1531.8290.770K0+280.466K0+291.543K0+302.61919.75456.824694222.2JD83205349.016609677.717K0+347.9811040114.9(Z)2025.60836.3105、12.493 14.907K0+322.373K0+340.528K0+358.68330.14072.2363254107.4JD93205408.680609636.995K0+405.311734347.1(Y)21.9880716.48828.2955.4954.681K0+388.823K0+402.970K0+417.1170.00034.004392454.5JD103205434.951609658.585K0+434.634770500(Y)21.9880717.51629.5826.1245.451K0+417.117K0+431.908K0+446.69950.123756、.7941162954.5JD113205401.133609726.416K0+504.977302450(Z)308.15515.9251.0890.385K0+496.822K0+504.784K0+512.74716.30035.989860504.5JD123205403.591609762.321K0+540.581713425.8(Z)1611.53419.9873.7243.081K0+529.047K0+539.040K0+549.03417.88337.286143038.6JD133205439.688609771.663K0+574.786392139.8(Y)227.7、86915.1141.3650.624K0+566.917K0+574.474K0+582.03125.30745.736535218.5JD143205466.654609808.605K0+619.898513421.2(Y)2612.56123.4032.8751.720K0+607.337K0+619.039K0+630.7400.00027.6471052639.7JD153205459.291609835.253K0+645.826132106.9(Z)128.884915.08630.0350.8800.137K0+630.740K0+645.757K0+660.775編制：復(fù)核8、：直線、曲線及轉(zhuǎn)角表 江津區(qū)白沙鎮(zhèn)2017年農(nóng)村公路（馬橫路）建設(shè)項(xiàng)目S2-4第 2 頁(yè) 共 5 頁(yè)交點(diǎn)號(hào)交 點(diǎn) 坐 標(biāo)交點(diǎn)樁號(hào)轉(zhuǎn) 角 值曲 線 要 素 值 (m)曲 線 主 點(diǎn) 樁 號(hào)直線長(zhǎng)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(diǎn)第二緩和曲線起第二緩和曲線直線段交點(diǎn)間計(jì)算方位角線長(zhǎng)度線參數(shù)長(zhǎng) 度長(zhǎng) 度起 點(diǎn)點(diǎn)或圓曲線起點(diǎn)點(diǎn)或圓曲線終點(diǎn)終 點(diǎn)長(zhǎng)(m)距(m)123456789101112131415161718192021JD153205459.291609835.253K0+645.826接上頁(yè)29.92052.9999209、532.8JD163205457.356609888.217K0+698.689280307.9(Z)327.99415.6670.9830.321K0+690.695K0+698.528K0+706.36235.09653.055640224.9JD173205480.580609935.920K0+751.423172559.7(Y)659.96619.7770.7600.154K0+741.458K0+751.346K0+761.23531.67056.204812824.6JD183205488.914609991.502K0+807.473485722.7(Y)3214.56927.10、3423.1601.795K0+792.905K0+806.576K0+820.24720.71249.3611302547.3JD193205456.902610029.076K0+855.040760409.5(Z)1814.08123.8984.8534.263K0+840.959K0+852.908K0+864.85725.62948.073542137.8JD203205484.913610068.144K0+898.849365924(Y)258.36216.1401.3620.585K0+890.486K0+898.556K0+906.62625.21945.157912101.11、9JD213205483.849610113.289K0+943.421232129.6(Y)5611.57622.8301.1840.322K0+931.845K0+943.260K0+954.67523.17742.9101144231.5JD223205465.913610152.270K0+986.009422710.6(Z)218.15715.5601.5280.753K0+977.852K0+985.632K0+993.41215.35231.975721520.9JD233205475.658610182.724K1+017.231455315.5(Y)208.46616.01812、1.7180.915K1+008.764K1+016.773K1+024.7820.00026.5171180836.4JD243205463.150610206.106K1+042.833891603.4(Z)18.2833618.05128.4867.4107.617K1+024.782K1+039.025K1+053.26819.06046.155285233.1JD253205503.566610228.395K1+081.372285836(Y)359.04417.7011.1500.387K1+072.328K1+081.178K1+090.02953.12570.9075751013、9.1JD263205541.296610288.431K1+151.892571654.4(Z)168.73815.9962.2311.481K1+143.154K1+151.152K1+159.15033.16378.17803414.7JD273205619.471610289.210K1+228.5901024319.9(Y)2936.27751.99217.444 20.562K1+192.313K1+218.309K1+244.30519.69372.3221031734.5JD283205602.842610359.594K1+280.350395623.5(Z)4516.35214、31.3692.8791.335K1+263.998K1+279.682K1+295.36623.04453.249632111JD293205626.723610407.187K1+332.263493417.8(Z)3013.85325.9563.0441.750K1+318.410K1+331.388K1+344.36624.80347.743134653.2JD303205673.092610418.560K1+378.256510719.5(Y)199.08716.9532.0611.222K1+369.168K1+377.645K1+386.121編制：復(fù)核：直線、曲線及轉(zhuǎn)角表 江15、津區(qū)白沙鎮(zhèn)2017年農(nóng)村公路（馬橫路）建設(shè)項(xiàng)目S2-4第 3 頁(yè) 共 5 頁(yè)交點(diǎn)號(hào)交 點(diǎn) 坐 標(biāo)交點(diǎn)樁號(hào)轉(zhuǎn) 角 值曲 線 要 素 值 (m)曲 線 主 點(diǎn) 樁 號(hào)直線長(zhǎng)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(diǎn)第二緩和曲線起第二緩和曲線直線段交點(diǎn)間計(jì)算方位角線長(zhǎng)度線參數(shù)長(zhǎng) 度長(zhǎng) 度起 點(diǎn)點(diǎn)或圓曲線起點(diǎn)點(diǎn)或圓曲線終點(diǎn)終 點(diǎn)長(zhǎng)(m)距(m)123456789101112131415161718192021JD303205673.092610418.560K1+378.256接上頁(yè)22.66240.076645412.8JD3132016、5690.089610454.852K1+417.10975617.2(Z)1208.32616.6260.2890.027K1+408.783K1+417.096K1+425.40915.18031.759565755.6JD323205707.403610481.478K1+448.842445057.3(Y)208.25315.6551.6360.852K1+440.589K1+448.416K1+456.24417.00943.2981014852.9JD333205698.538610523.859K1+491.289620141.5(Z)3018.03632.4785.0043.517、94K1+473.253K1+489.492K1+505.73136.86471.017394711.4JD343205753.110610569.305K1+558.712700233(Y)2316.11728.1175.0854.118K1+542.595K1+556.653K1+570.71258.70087.6421094944.4JD353205723.380610651.750K1+642.236245612.8(Z)5812.82525.2431.4010.406K1+629.412K1+642.033K1+654.65515.44636.110845331.7JD363205718、26.595610687.717K1+677.941251501(Z)357.84015.4250.8670.255K1+670.101K1+677.813K1+685.5260.00021.297593830.7JD373205737.359610706.094K1+698.983250324.4(Y)60.5588313.45726.4841.4770.430K1+685.526K1+698.767K1+712.00931.63755.112844155.1JD383205742.451610760.971K1+753.665223938.6(Y)5010.01919.7750.9940.19、262K1+743.646K1+753.534K1+763.4210.00021.4951072133.7JD393205736.038610781.486K1+774.897222510.6(Z)57.9061511.47622.6581.1260.294K1+763.421K1+774.751K1+786.08023.82946.005845623.2JD403205740.095610827.312K1+820.609295711.9(Y)4010.70120.9111.4070.490K1+809.908K1+820.364K1+830.82015.37436.2441145335.120、JD413205724.839610860.188K1+856.363474209.4(Z)2310.16919.1492.1481.189K1+846.194K1+855.768K1+865.34327.10045.217671125.7JD423205742.369610901.869K1+900.39162955.5(Y)1407.94815.8790.2250.017K1+892.443K1+900.382K1+908.32215.67531.316734121.2JD433205751.164610931.925K1+931.690275229.4(Y)317.69315.0820.21、9400.305K1+923.997K1+931.538K1+939.07815.08758.3971013350.6JD443205739.457610989.137K1+989.783705542.1(Z)5035.61861.89711.389 9.338K1+954.165K1+985.113K2+016.06215.66859.518303808.5JD453205790.668611019.466K2+039.962424842(Y)218.23215.6911.5560.773K2+031.730K2+039.576K2+047.421編制：復(fù)核：直線、曲線及轉(zhuǎn)角表 江津區(qū)白沙鎮(zhèn)22、2017年農(nóng)村公路（馬橫路）建設(shè)項(xiàng)目S2-4第 4 頁(yè) 共 5 頁(yè)交點(diǎn)號(hào)交 點(diǎn) 坐 標(biāo)交點(diǎn)樁號(hào)轉(zhuǎn) 角 值曲 線 要 素 值 (m)曲 線 主 點(diǎn) 樁 號(hào)直線長(zhǎng)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(diǎn)第二緩和曲線起第二緩和曲線直線段交點(diǎn)間計(jì)算方位角線長(zhǎng)度線參數(shù)長(zhǎng) 度長(zhǎng) 度起 點(diǎn)點(diǎn)或圓曲線起點(diǎn)點(diǎn)或圓曲線終點(diǎn)終 點(diǎn)長(zhǎng)(m)距(m)123456789101112131415161718192021JD453205790.668611019.466K2+039.962接上頁(yè)19.71736.834732650.5JD463205801.23、162611054.773K2+076.02353906(Z)1808.88517.7550.2190.014K2+067.138K2+076.016K2+084.8930.00021.609674744.5JD473205809.328611074.780K2+097.61874039.3(Y)189.637312.72525.4110.4260.038K2+084.893K2+097.599K2+110.30528.03448.651752823.8JD483205821.531611121.876K2+146.23190130.9(Z)1007.89215.7520.3110.033K224、+138.339K2+146.215K2+154.09133.42552.725662652.9JD493205842.599611170.209K2+198.924674334.6(Z)1711.40820.0953.4732.721K2+187.516K2+197.564K2+207.61132.11251.8793584318.3JD503205894.466611169.052K2+248.083452208.6(Y)208.36015.8371.6770.883K2+239.723K2+247.641K2+255.56033.76754.460440526.8JD513205933.25、581611206.945K2+301.660432327.6(Z)3112.33423.4772.3631.190K2+289.326K2+301.065K2+312.80315.30836.45804159.2JD523205970.037611207.390K2+336.928181250.2(Y)558.81617.4840.7020.149K2+328.111K2+336.853K2+345.59652.35779.212185449.4JD533206044.972611233.067K2+415.991620213(Z)3018.03932.4825.0063.596K2+39726、.952K2+414.193K2+430.43518.48162.1943165236.4JD543206090.366611190.553K2+474.5891160812(Y)1625.67332.43114.251 18.915K2+448.916K2+465.132K2+481.34767.717107.399730048.4JD553206121.743611293.267K2+563.073583136.7(Z)2514.00825.5373.6572.480K2+549.065K2+561.833K2+574.60222.83246.305142911.7JD563206166.27、576611304.850K2+606.899175547.9(Y)609.46518.7760.7420.155K2+597.433K2+606.822K2+616.21040.80164.831322459.5JD573206221.305611339.604K2+671.575301121.1(Y)5414.56528.4531.9300.677K2+657.011K2+671.237K2+685.46316.16347.005623620.6JD583206242.932611381.338K2+717.903302117.7(Z)6016.27631.7882.1680.765K2+28、701.627K2+717.520K2+733.41423.56659.438321502.9JD593206293.200611413.055K2+776.576612410.8(Y)3319.59535.3665.3793.825K2+756.981K2+774.663K2+792.34629.34485.688933913.7JD603206287.739611498.569K2+858.439850856.1(Z)4036.74959.44514.318 14.053K2+821.690K2+851.413K2+881.135編制：復(fù)核：直線、曲線及轉(zhuǎn)角表 江津區(qū)白沙鎮(zhèn)2017年農(nóng)村公29、路（馬橫路）建設(shè)項(xiàng)目S2-4第 5 頁(yè) 共 5 頁(yè)交點(diǎn)號(hào)交 點(diǎn) 坐 標(biāo)交點(diǎn)樁號(hào)轉(zhuǎn) 角 值曲 線 要 素 值 (m)曲 線 主 點(diǎn) 樁 號(hào)直線長(zhǎng)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(diǎn)第二緩和曲線起第二緩和曲線直線段交點(diǎn)間計(jì)算方位角線長(zhǎng)度線參數(shù)長(zhǎng) 度長(zhǎng) 度起 點(diǎn)點(diǎn)或圓曲線起點(diǎn)點(diǎn)或圓曲線終點(diǎn)終 點(diǎn)長(zhǎng)(m)距(m)123456789101112131415161718192021JD603206287.739611498.569K2+858.439接上頁(yè)28.01974.39583017.5JD613206361.31561150930、.571K2+918.781270350.5(Z)409.62718.8941.1420.359K2+909.154K2+918.601K2+928.04849.59773.2883412627JD623206430.792611486.245K2+991.709760005.5(Y)1814.06423.8774.8434.250K2+977.646K2+989.584K3+001.52235.43663.344572632.5JD633206464.880611539.634K3+050.802720921.3(Z)1913.84423.9284.5093.760K3+036.958K3+31、048.922K3+060.88616.08949.0013451711.2JD643206512.274611527.189K3+096.044871603.9(Y)2019.06830.4627.6337.674K3+076.975K3+092.206K3+107.4370.00034.289723315.1JD653206522.554611559.900K3+122.658394453.1(Z)42.1060215.22129.2102.6671.231K3+107.437K3+122.043K3+136.64822.52750.495324822JD663206564.996611587.258K3+171.922770524.8(Z)1612.74821.5284.4573.967K3+159.175K3+169.939K3+180.70221.38443.0773154257.1JD673206595.834611557.181K3+211.032553031.9(Y)178.94616.4702.2101.422K3+202.086K3+210.321K3+218.55614.97623.922111329.1JD683206619.298611561.838K3+233.532編制：復(fù)核：