测量坐标计算程序 V5

1、计算：复核：监理：程 序 设 置 说 明 尊敬的用户，您好！ 当您使用本程序时需要启用Office Excel VBA“宏”常称为安全级别设置，需将安全级别设置为“中或低”之后才可进行下一步操作！如果您已启用“宏”请点击左上角“返回界面”按钮进入程序界面进行相关操作！ 提示 : 本程序不支持金山WPS软件和Microsoft Excel 2003精简版，支持Microsoft Office Excel 2003及以上完整正版。 为了保证本程序能正常运行建议使用微软Office Excel 2013正版！下载地址：Microsoft Office Excel 2013 推荐使用：Microsof

2、t Office Excel 2003或2013完整正版运行。若有疑问请详询QQ：295188316 操作方法： 程序运行环境为Microsoft Office Excel 2003及以上完整正版，运行时要把安全级别设置为“低”或提示启用宏，否则点击程序按钮时没有任何反映，设置方法如下： Office Excel 2003版：点击顶部【工具】【宏】【安全性】【安全级】【低】【确定】【重新打开文件即可运行】。 Office Excel 2007版：点击顶部【Office按钮】【Excel选项】【信任中心】【信任中心设置】【宏设置】【启用所有宏】【确定】。 Office Excel 2010版：点

3、击顶部【文件】【选项】【信任中心】【信任中心设置】【宏设置】【启用所有宏】【确定】。 Office Excel 2013版：点击顶部【文件】【选项】【信任中心】【信任中心设置】【宏设置】【启用所有宏】【确定】。计算：复核：监理：临时用表说明：本表用于程序临时用表相关设置。序号赋值说明1TRUEAuto_Close2VBA5.05VBA5.053456789101112131415计算：复核：监理：程序信息设置名 称内 容单位名称：*集团有限公司工程名称：*路线*标段页眉(左)：页眉(中)：页眉(右)：页脚(左)：计算：页脚(中)：复核：页脚(右)：监理：计算：复核：监理：曲 线 要 素 表单位

4、名称： *集团有限公司工程名称： *路线*标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2QD3381507.389446682.036JD1987.1233381002.829447530.4645500300300JD24758.9933379475.002450979.9908000170170JD36224.7443378819.247452290.9565000330330JD410021.3593378226.731456053.7214500360360JD53373351.385458628.379计算：复核：监理：曲 线 要

5、 素 表单位名称： *集团有限公司工程名称： *路线*标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2计算：复核：监理：曲 线 要 素 表单位名称： *集团有限公司工程名称： *路线*标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2计算：复核：监理：曲 线 要 素 表单位名称： *集团有限公司工程名称： *路线*标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2计算：复核：监理：曲 线 要 素 表单位名称： *集团有限公司工程名称： *路线*

6、标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2计算：复核：监理：曲 线 要 素 表单位名称： *集团有限公司工程名称： *路线*标段交点号交点桩号交点坐标交点坐标曲线半径缓和曲线缓和曲线备 注JDKX(N)Y(E)RLs1Ls2计算：复核：监理：控制点坐标表工程名称：*路线*标段序号点名坐标高程数据N(X)E(Y)H(Z)1CPI-03381591.083446627.4232CPI-13381134.153447256.9083CPI-23379468.364450967.7314CPI-33378519.247454343.2825CP

7、II-13380885.288447894.0466CPII-23380489.931448685.2887CPII-33380207.501449373.8838CPII-43379893.749450231.4769CPII-53379045.765451657.99710CPII-63378791.228452118.33211CPII-73378661.897452840.24412CPII-83378336.119453357.93613CPII-93378232.292455142.7414CPII-103377954.762455763.7415CPII-113377481.52

8、5456242.099计算：复核：监理：控制点坐标表工程名称：*路线*标段序号点名坐标高程数据N(X)E(Y)H(Z)计算：复核：监理：直 线、曲 线 及 转 角 表工程名称：*路线*标段交点编号交 点 坐 标交点桩号(K)转 角 值()曲 线 要 素 表 (m)曲 线 主 点 位 置直线长度及方向备 注N (X)E (Y)半径R缓和曲线长度缓和曲线长度切 线长 度切 线长 度曲 线长 度外 距E第一缓和曲线 第一缓和曲线终圆曲线中点第二缓和曲线起 第二缓和曲线直线段交点间计算方位角Ls1Ls2T1T2Lh起 点 点或圆曲线起点点或圆曲线终点 终 点长 (m)距(m)()12345678910

9、1112131415161718192021QD3381507.389446682.036JD13381002.829447530.46400+987.123 左 65103.415500300300479.251479.251957.64410.52700+507.871 00+807.871 00+986.693 01+165.515 01+465.515 507.871987.1231204423.79-1JD23379475.002450979.9904+758.993 右 24108.038000170170272.525272.525544.9762.34804+486.467 0

10、4+656.467 04+758.955 04+861.443 05+031.443 3020.9533772.7291135320.391JD33378819.247452290.95606+224.744 左 173732.805000330330940.327940.3271868.13960.65405+284.417 05+614.417 06+218.486 06+822.556 07+152.556 252.9741465.8261163428.42-1JD43378226.731456053.72110+021.359 右 531246.0645003603602434.652

11、2434.6524539.323534.31207+586.707 07+946.707 09+856.369 11+766.030 12+126.030 434.1513809.131985655.621JD53373351.385458628.379计算：复核：监理：直 线、曲 线 及 转 角 表工程名称：*路线*标段交点编号交 点 坐 标交点桩号(K)转 角 值()曲 线 要 素 表 (m)曲 线 主 点 位 置直线长度及方向备 注N (X)E (Y)半径R缓和曲线长度缓和曲线长度切 线长 度切 线长 度曲 线长 度外 距E第一缓和曲线 第一缓和曲线终圆曲线中点第二缓和曲线起 第二缓和曲

12、线直线段交点间计算方位角Ls1Ls2T1T2Lh起 点 点或圆曲线起点点或圆曲线终点 终 点长 (m)距(m)()123456789101112131415161718192021计算：复核：监理：直 线、曲 线 及 转 角 表工程名称：*路线*标段交点编号交 点 坐 标交点桩号(K)转 角 值()曲 线 要 素 表 (m)曲 线 主 点 位 置直线长度及方向备 注N (X)E (Y)半径R缓和曲线长度缓和曲线长度切 线长 度切 线长 度曲 线长 度外 距E第一缓和曲线 第一缓和曲线终圆曲线中点第二缓和曲线起 第二缓和曲线直线段交点间计算方位角Ls1Ls2T1T2Lh起 点 点或圆曲线起点点或

13、圆曲线终点 终 点长 (m)距(m)()123456789101112131415161718192021计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)00+000.0003381507.3890446682.03605903381511.6865446684.59175903381503.0915446679.48031204423.79334.9830446684

14、.592,3381511.68600+300.0003381354.0463446939.88485903381358.3438446942.44065903381349.7489446937.32911204423.79334.6830446942.441,3381358.34400+507.8713381247.7946447118.54945903381252.0920447121.10515903381243.4971447115.99371204423.79334.4751447121.105,3381252.09200+600.0003381200.7716447197.77405

15、903381205.0756447200.31875903381196.4675447195.22941203533.27334.3830447200.319,3381205.07600+807.8713381096.8072447377.77305903381101.1728447380.21065903381092.4417447375.33541191038.39334.1751447380.211,3381101.17300+900.0003381052.5690447458.58445903381056.9748447460.94855903381048.1632447456.220

16、31181303.31334.0830447460.949,3381056.97501+165.5153380932.7228447695.48395903380937.2375447697.63275903380928.2081447693.33521152705.79333.8175447697.633,3380937.23801+200.0003380917.9969447726.66675903380922.5242447728.78875903380913.4695447724.54461150646.84333.7830447728.789,3380922.52401+465.51

17、53380808.7485447968.65865903380813.3202447970.68355903380804.1769447966.63381135320.39333.5175447970.683,3380813.3201+500.0003380794.7833448000.18945903380799.3549448002.21435903380790.2116447998.16461135320.39333.4830448002.214,3380799.35501+800.0003380673.2935448274.48905903380677.8651448276.51385

18、903380668.7218448272.46411135320.39333.1830448276.514,3380677.86502+100.0003380551.8037448548.78855903380556.3753448550.81335903380547.2320448546.76371135320.39333.2830448550.813,3380556.37502+400.0003380430.3139448823.08805903380434.8855448825.11285903380425.7422448821.06321135320.39334.1830448825.

19、113,3380434.88602+700.0003380308.8241449097.38755903380313.3957449099.41245903380304.2524449095.36271135320.39335.0830449099.412,3380313.39603+000.0003380187.3343449371.68715903380191.9059449373.71195903380182.7626449369.66221135320.39335.9830449373.712,3380191.90603+300.0003380065.8445449645.986659

20、03380070.4161449648.01145903380061.2728449643.96181135320.39336.8830449648.011,3380070.416计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)03+600.0003379944.3547449920.28615903379948.9263449922.31095903379939.78

21、30449918.26131135320.39336.2870449922.311,3379948.92603+900.0003379822.8649450194.58565903379827.4365450196.61055903379818.2932450192.56081135320.39334.5470450196.61,3379827.43704+200.0003379701.3751450468.88525903379705.9467450470.91005903379696.8034450466.86031135320.39332.8070450470.91,3379705.94

22、704+486.4673379585.3655450730.81155903379589.9371450732.83635903379580.7938450728.78661135320.39331.1455450732.836,3379589.93704+500.0003379579.8850450743.18465903379584.4565450745.20975903379575.313545074127331.0670450745.21,3379584.45704+758.9553379472.8780450978.98915903379477.400945

23、0981.12055903379468.3550450976.85771151354.40329.5651450981.12,3379477.40104+800.0003379455.2862451016.07275903379459.7982451018.22735903379450.7742451013.91821153132.66329.3270451018.227,3379459.79805+031.4433379353.0845451223.72385903379357.5563451225.96065903379348.6128451221.48701163428.42327.98

24、46451225.961,3379357.55605+100.0003379322.4147451285.03805903379326.8865451287.27485903379317.9430451282.80121163428.42327.5870451287.275,3379326.88605+284.4173379239.9138451449.97155903379244.3855451452.20835903379235.4420451447.73471163428.42326.5174451452.208,3379244.38605+400.0003379188.34574515

25、53.41355903379192.8265451555.63215903379183.8649451551.19481162033.39325.8470451555.632,3379192.82605+614.4173379095.5466451746.69965903379100.0897451748.78765903379091.0035451744.61151144101.68324.6034451748.788,3379100.0905+700.0003379060.4733451824.76505903379065.0516451826.77505903379055.8951451

26、822.75501134211.11324.1070451826.775,3379065.05206+000.0003378948.1849452102.90945903378952.8754452104.64135903378943.494445210122324.3670452104.641,3378952.87506+218.4863378877.0097452309.45905903378881.7714452310.98425903378872.2480452307.93371074542.02325.2846452310.984,3378881.77106

27、+300.0003378852.7771452387.28665903378857.5630452388.73405903378847.9912452385.83911064939.33325.6270452388.734,3378857.563计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)06+600.0003378774.5934452676.8730590337

28、8779.4575452678.03095903378769.7293452675.71511032323.44326.8870452678.031,3378779.45706+822.5563378727.8896452894.45445903378732.8004452895.39475903378722.9788452893.51411005022.36327.8217452895.395,3378732.806+900.0003378713.8690452970.61835903378718.7922452971.49135903378708.9458452969.7452100032

29、2.43328.1470452971.491,3378718.79207+152.5563378672.9777453219.83755903378677.9168453220.61525903378668.0385453219.0597985655.62329.2077453220.615,3378677.91707+200.0003378665.5976453266.70425903378670.5368453267.48195903378660.6585453265.9264985655.62329.4070453267.482,3378670.53707+500.0003378618.

30、9322453563.05255903378623.8713453563.83035903378613.9931453562.2747985655.62330.6670453563.83,3378623.87107+586.7073378605.4448453648.70405903378610.3839453649.48185903378600.5057453647.9263985655.62331.0312453649.482,3378610.38407+800.0003378571.2813453859.24145903378576.2090453860.08845903378566.3

31、535453858.3944994511.85331.9270453860.088,3378576.20907+946.7073378544.7142454003.51865903378549.6183454004.49325903378539.8101454002.54391011426.21332.5432454004.493,3378549.61808+100.0003378512.2780454153.33315903378517.1460454154.47425903378507.4099454152.19201031132.65333.1870454154.474,3378517.

32、14608+400.0003378434.1297454442.91815903378438.9109454444.38105903378429.3484454441.45531070043.63334.4470454444.381,3378438.91108+700.0003378336.8636454726.65395903378341.5367454728.43205903378332.1904454724.87581104954.62335.7070454728.432,3378341.53709+000.0003378220.9118455003.27985903378225.456

33、1455005.36535903378216.3675455001.19431143905.61336.3190455005.365,3378225.45609+300.0003378086.7896455271.56675903378091.1849455273.95035903378082.394345526960335.4190455273.95,3378091.18509+600.0003377935.0928455530.32295903377939.3195455532.99405903377930.8661455527.65181221727.58334

34、.5190455532.994,3377939.3209+856.3693377792.0381455743.02555903377796.1059455745.93295903377787.9703455740.11811253318.65333.7499455745.933,3377796.106计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)09+900.0003

35、377766.4953455778.39865903377770.5347455781.34535903377762.4559455775.45191260638.57333.6190455781.345,3377770.53510+200.0003377581.7462456014.69175903377585.5803456017.90105903377577.9121456011.48241295549.56332.7190456017.901,3377585.5810+500.0003377381.6663456238.15255903377385.2781456241.6100590

36、3377378.0545456234.69491334500.54331.8190456241.61,3377385.27810+800.0003377167.1445456447.78805903377170.5179456451.47855903377163.7710456444.09751373411.53330.9190456451.479,3377170.51811+100.0003376939.1339456642.66705903376942.2540456646.57415903376936.0138456638.76001412322.52330.0190456646.574

37、,3376942.25411+400.0003376698.6474456821.92375903376701.5004456826.02995903376695.7945456817.81751451233.51328.5866456826.03,3376701.511+700.0003376446.7536456984.76165903376449.3267456989.04875903376444.1806456980.47451490144.49326.9366456989.049,3376449.32711+766.0303376389.8903457018.324459033763

38、92.4002457022.64885903376387.3805457013.99991495211.09326.5735457022.649,3376392.412+000.0003376185.1940457131.61875903376187.5505457136.02855903376182.8374457127.20891515250.50325.2867457136.029,3376187.55112+126.0303376073.8460457190.65425903376076.1809457195.07555903376071.5111457186.23281520941.

39、68324.5936457195.075,3376076.18112+300.0003375920.0100457271.89465903375922.3449457276.31595903375917.6751457267.47321520941.68323.6368457276.316,3375922.34512+600.0003375654.7296457411.98855903375657.0645457416.40985903375652.3947457407.56721520941.68321.9869457416.41,3375657.06412+900.0003375389.4

40、492457552.08245903375391.7841457556.50385903375387.1143457547.66111520941.68320.3369457556.504,3375391.78413+200.0003375124.1688457692.17635903375126.5037457696.59775903375121.8339457687.75501520941.68318.6870457696.598,3375126.50413+500.0003374858.8884457832.27035903374861.2233457836.69165903374856

41、.5535457827.84891520941.68317.0371457836.692,3374861.22313+800.0003374593.6080457972.36425903374595.9429457976.78555903374591.2731457967.94281520941.68315.3872457976.786,3374595.943计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y

42、)偏距(m)偏角( )N(X)E(Y)14+100.0003374328.3276458112.45815903374330.6625458116.87945903374325.9927458108.03671520941.68313.7373458116.879,3374330.66214+400.0003374063.0471458252.55205903374065.3820458256.97335903374060.712245824868312.0873458256.973,3374065.38214+700.0003373797.7667458392.64

43、595903373800.1016458397.06735903373795.4318458388.22461520941.68310.4374458397.067,3373800.10215+000.0003373532.4863458532.73985903373534.8212458537.16125903373530.1514458528.31851520941.68308.7875458537.161,3373534.821计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角

44、( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(

45、m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)计算：复核：监理：坐 标 计 算 表交点法单位名称： *集团有限公司工程名称： *路线*标段里程桩号(K)中桩坐标（m）左边桩坐标（m）右边桩坐标（m）切线方位角( )高程(m)左边桩画线N(X)E(Y)偏距(m)偏角( )N(X)E(Y)偏距(m)偏角( )N(X)E(Y)计算：复核：监理：右边桩画线446679.48,3381503.092layer m text c 2 446937.329,3381349.749Text 446681.52486,3381506.5295 1 239.26005723 K00+000.0

46、00447115.994,3381243.497Text 447111.27293,3381250.95839 1 239.26005723 K00+500.000447195.229,3381196.468Text 447534.83575,3381011.29386 1 242.6855305 K00+986.693447375.335,3381092.442Text 447546.66848,3381005.20086 1 242.82415408 K01+000.000447456.22,3381048.163Text 447968.25367,3380807.83421 1 246.

47、11100376 K01+465.515447693.335,3380928.208Text 447999.78447,3380793.86892 1 246.11100376 K01+500.000447724.545,3380913.469Text 448456.95035,3380591.38592 1 246.11100376 K02+000.000447966.634,3380804.177Text 448914.11622,3380388.90293 1 246.11100376 K02+500.000447998.165,3380790.212Text 449371.28209,

48、3380186.41993 1 246.11100376 K03+000.000448272.464,3380668.722Text 449828.44797,3379983.93693 1 246.11100376 K03+500.000448546.764,3380547.232Text 450285.61384,3379781.45393 1 246.11100376 K04+000.000448821.063,3380425.742Text 450730.4065,3379584.45115 1 246.11100376 K04+486.467449095.363,3380304.25

49、2Text 450742.77953,3379578.97069 1 246.10714621 K04+500.000449369.662,3380182.763Text 451070.97834,3379427.69769 1 244.03420706 K04+861.443449643.962,3380061.273Text 451195.15393,3379366.25301 1 243.4462652 K05+000.000计算：复核：监理：右边桩画线449918.261,3379939.783Text 451223.27645,3379352.19017 1 243.4254394

50、K05+031.443450192.561,3379818.293Text 451642.79336,3379143.47639 1 244.23237613 K05+500.000450466.86,3379696.803Text 451746.28199,3379094.63798 1 245.31620013 K05+614.417450728.787,3379580.794Text 452102.56305,3378947.24676 1 249.73466086 K06+000.000450741.159,3379575.313Text 452309.1539,3378876.057

51、36 1 252.23832808 K06+218.486450976.858,3379468.355Text 452579.57839,3378797.75419 1 255.46423881 K06+500.000451013.918,3379450.774Text 452894.26635,3378726.90745 1 259.16045603 K06+822.556451221.487,3379348.613Text 453069.03264,3378696.07539 1 260.64713788 K07+000.000451282.801,3379317.943Text 4532

52、19.68192,3378671.98984 1 261.05121675 K07+152.556451447.735,3379235.442Text 453562.89695,3378617.94437 1 261.05121675 K07+500.000451551.195,3379183.865Text 454003.32366,3378543.73337 1 258.75938557 K07+946.707451744.612,3379091.003Text 454055.52006,3378533.03808 1 258.0808374 K08+000.000451822.755,3

53、379055.895Text 454537.89574,3378402.8627 1 251.71463967 K08+500.000452101.178,3378943.494Text 455002.86266,3378220.00297 1 245.34844195 K09+000.000452307.934,3378872.248Text 455444.6864,3377986.71409 1 238.98224423 K09+500.000452385.839,3378847.991Text 455742.44401,3377791.22455 1 234.44481934 K09+8

54、56.369计算：复核：监理：右边桩画线452675.715,3378769.729Text 455857.91795,3377705.87321 1 232.6160465 K10+000.000452893.514,3378722.979Text 456237.46094,3377380.94393 1 226.24984878 K10+500.000452969.745,3378708.946Text 456578.63447,3377015.93359 1 219.88365106 K11+000.000453219.06,3378668.039Text 456877.23085,33

55、76615.34388 1 213.51745333 K11+500.000453265.926,3378660.659Text 457017.45946,3376389.38837 1 210.13025311 K11+766.030453562.275,3378613.993Text 457130.73672,3376184.72265 1 208.11930533 K12+000.000453647.926,3378600.506Text 457189.76989,3376073.37905 1 207.83842193 K12+126.030453858.394,3378566.354

56、Text 457364.40626,3375742.68941 1 207.83842193 K12+500.000454002.544,3378539.81Text 457597.89612,3375300.5554 1 207.83842193 K13+000.000454152.192,3378507.41Text 457831.38598,3374858.42139 1 207.83842193 K13+500.000454441.455,3378429.348Text 458064.87585,3374416.28737 1 207.83842193 K14+000.00045472

57、4.876,3378332.19Text 458298.36571,3373974.15336 1 207.83842193 K14+500.000455001.194,3378216.368Text 458531.85557,3373532.01935 1 207.83842193 K15+000.000455269.183,3378082.394layer m dx c 3 455527.652,3377930.866line 446681.78043,3381506.95925 446682.29157,3381507.81875 455740.118,3377787.97line 44

58、7111.5285,3381251.38814 447112.03964,3381252.24764 计算：复核：监理：右边桩画线455775.452,3377762.456line 447535.06518,3381011.73811 447535.52406,3381012.62661 456011.482,3377577.912line 447546.89684,3381005.64567 447547.35356,3381006.53528 456234.695,3377378.054line 447968.45615,3380808.29137 447968.86112,338080

59、9.2057 456444.098,3377163.771line 447999.98696,3380794.32609 448000.39192,3380795.24042 456638.76,3376936.014line 448457.15283,3380591.84309 448457.5578,3380592.75742 456817.817,3376695.795line 448914.3187,3380389.36009 448914.72367,3380390.27442 456980.474,3376444.181line 449371.48458,3380186.8771

60、449371.88954,3380187.79143 4,570,143,376,387.38line 449828.65045,3379984.3941 449829.05542,3379985.30843 457127.209,3376182.837line 450285.81632,3379781.9111 450286.22129,3379782.82543 457186.233,3376071.511line 450730.60898,3379584.90831 450731.01395,3379585.82265 457267.473,3375917.675line 450742.