6.45km農村公路新建項目直線、曲線及轉角表.xlsx
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編號:819023
2023-11-23
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農村公路新建項目施工圖紙設計說明預算表格CAD全套資料
1、S2S2-4 4 第第1 1頁頁 共共4 4頁頁直直線線、曲曲線線及及轉轉角角表表永永川川區區20182018年年“四四好好農農村村路路”(重重要要農農村村公公路路)青青新新路路新新建建工工程程交點號交 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)123456789101112131415161718192021BP32472、252.245575517.427K0+000109.47148.092455541.9JD13247191.840575382.211K0+148.094304031.4(Y)952548.7338.6275.863.791.39K0+109.470K0+134.470K0+147.401K0+160.332K0+185.3320.0088.552763613.2JD23247202.024575294.249K0+235.257760004.3(Z)43.933036.3049.9388.2712.9011.59K0+185.332K0+215.332K0+229.465K0+243.593、8K0+273.59830.37109.462003608.9JD33247099.568575255.734K0+333.129303021.3(Y)60.752538.9729.1657.342.660.99K0+303.965K0+328.965K0+332.636K0+336.308K0+361.3080.0062.402310630.2JD43247060.388575207.163K0+394.548444122.6(Z)502535.3633.2464.004.622.48K0+361.308K0+386.308K0+393.307K0+400.307K0+425.30730.24、9101.901862507.6JD53246959.126575195.771K0+493.968541620.1(Y)502535.3638.3772.366.774.37K0+455.601K0+480.601K0+491.782K0+502.963K0+527.96338.46124.392404127.8JD63246898.236575087.306K0+613.983652620(Y)503038.7347.5687.1110.328.01K0+566.424K0+596.424K0+609.978K0+623.531K0+653.5310.0097.023060747.8JD75、3246955.442575008.944K0+702.993502243.1(Z)72.803046.7349.4694.018.224.91K0+653.531K0+683.531K0+700.537K0+717.544K0+747.54462.29150.572554504.7JD83246918.382574863.007K0+848.651361758.2(Z)802544.7238.8275.684.531.96K0+809.829K0+834.829K0+847.671K0+860.513K0+885.51348.74124.932192706.5JD93246821.913576、4783.620K0+971.626154315.6(Y)1802567.0837.3774.391.850.35K0+934.257K0+959.257K0+971.451K0+983.646K1+008.64684.10223.122351022.2JD103246694.488574600.465K1+194.3981164929.1(Y)455047.43101.65141.7545.2861.55K1+092.748K1+142.748K1+163.625K1+184.502K1+234.50239.27184.163515951.3JD113246876.856574574.8277、K1+317.013812934.1(Y)352529.5843.2474.7812.1811.70K1+273.774K1+298.774K1+311.164K1+323.555K1+348.5550.0079.50732925.5JD123246899.449574651.053K1+384.819603656.1(Z)40.082531.6536.2667.407.095.13K1+348.555K1+373.555K1+382.254K1+390.953K1+415.953160.26245.24125229.3JD133247138.524574705.698K1+624.929828、3839.3(Z)37.453033.5248.7284.0113.7413.42K1+576.211K1+606.211K1+618.217K1+630.223K1+660.2230.00137.332901350JD143247186.013574576.838K1+748.8371254930(Y)353535.0088.61111.8645.0465.37K1+660.223K1+695.223K1+716.154K1+737.086K1+772.08658.27183.56560320JD153247288.510574729.114K1+867.029375610.5(Y)70259、41.8336.6771.354.412.00K1+830.356K1+855.356K1+866.029K1+876.703K1+901.703 編編制制:復復核核:S2S2-4 4 第第2 2頁頁 共共4 4頁頁直直線線、曲曲線線及及轉轉角角表表永永川川區區20182018年年“四四好好農農村村路路”(重重要要農農村村公公路路)青青新新路路新新建建工工程程交點號交 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10、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)123456789101112131415161718192021JD153247288.510574729.114K1+867.029接上頁41.04123.89935930.5JD163247279.885574852.707K1+988.923583257.9(Z)553040.6246.1886.208.836.15K1+942.746K1+972.746K1+985.848K1+998.950K2+028.95066.65149.03352632.6JD173247401.299574939.111、26K2+131.802292535(Y)902547.4336.2071.223.351.18K2+095.601K2+120.601K2+131.213K2+141.824K2+166.82430.14111.79645207.6JD183247448.777575040.337K2+242.416532329.3(Z)603042.4345.4585.917.865.00K2+196.963K2+226.963K2+239.918K2+252.874K2+282.874131.28215.60112838.3JD193247660.065575083.237K2+453.0202403212、4.8(Y)123.552555.5838.8776.872.990.86K2+414.155K2+439.155K2+452.592K2+466.028K2+491.0280.0080.14353203.1JD203247725.284575129.816K2+532.3071092925.4(Z)20.1425022.44041.2829.8450.9815.8620.14K2+491.028K2+516.028K2+529.018K2+542.0070.0056.072860237.7JD213247740.780575075.931K2+568.2361020754(Z)20.140213、5022.4426.2337.5448.3912.9315.38K2+542.007K2+553.704K2+565.400K2+590.4000.0072.901835443.8JD223247668.051575070.957K2+625.760354400.8(Y)70.592542.0135.3669.023.961.70K2+590.400K2+615.400K2+624.912K2+634.423K2+659.423150.93219.842193844.5JD233247498.776574930.694K2+843.899281714.2(Y)83.232545.6133.5414、66.092.920.99K2+810.358K2+835.358K2+843.402K2+851.447K2+876.4470.0065.882475558.8JD243247474.025574869.638K2+908.787895200.8(Y)20.0525022.39032.3421.2843.959.199.68K2+876.447K2+901.447K2+910.921K2+920.3950.0044.863374759.6JD253247515.556574852.690K2+943.966960223.3(Y)20.05025022.3923.5734.7646.1110.15、9012.22K2+920.395K2+930.949K2+941.503K2+966.5030.0073.19735022.8JD263247535.928574922.992K3+004.939474738.7(Z)58.132538.1238.4473.495.943.38K2+966.503K2+991.503K3+003.249K3+014.995K3+039.99565.96138.96260244.1JD273247660.777574984.008K3+140.520245416.9(Y)99.712549.9334.5768.342.670.80K3+105.951K3+1316、0.951K3+140.121K3+149.291K3+174.2910.0077.49505701JD283247709.592575044.183K3+217.2081121533.4(Z)20.1725022.46042.9231.4352.0217.1722.32K3+174.291K3+199.291K3+212.803K3+226.3150.0056.952984127.6JD293247736.933574994.227K3+251.8341002538.8(Z)20.17025022.4625.5236.8047.8612.3614.46K3+226.315K3+237.74517、K3+249.174K3+274.1740.0076.251981548.8JD303247664.521574970.330K3+313.627312256.9(Y)95.702548.9139.4577.423.991.49K3+274.174K3+299.174K3+312.882K3+326.590K3+351.590 編編制制:復復核核:S2S2-4 4 第第3 3頁頁 共共4 4頁頁直直線線、曲曲線線及及轉轉角角表表永永川川區區20182018年年“四四好好農農村村路路”(重重要要農農村村公公路路)青青新新路路新新建建工工程程交點號交 點 坐 標交點樁號轉 角 值曲 線 要 素 值18、 (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)123456789101112131415161718192021JD303247664.521574970.330K3+313.627接上頁108.00188.362293845.7JD313247542.558574826.790K3+500.496313834.4(Y)1002550.0040.9180.234.211.19、58K3+459.591K3+484.591K3+499.704K3+514.818K3+539.81891.35237.982611720.1JD323247506.515574591.554K3+736.8941364059.5(Y)353032.40105.73113.5062.7297.96K3+631.168K3+661.168K3+687.915K3+714.663K3+744.6630.00151.86375819.6JD333247626.224574684.988K3+790.792855442.5(Z)35.442529.7746.1378.1413.9814.11K3+720、44.663K3+769.663K3+783.735K3+797.807K3+822.80746.73129.933120337.1JD343247713.263574588.526K3+906.603474835(Z)552537.0837.0770.895.683.24K3+869.537K3+894.537K3+904.984K3+915.431K3+940.43194.66170.872641502.1JD353247696.146574418.519K4+074.231680917.4(Z)38.782531.1439.1471.138.857.16K4+035.090K4+060.21、090K4+070.653K4+081.217K4+106.2170.0083.951960544.6JD363247615.488574395.245K4+151.024673142.4(Y)43.823036.2644.8181.659.927.97K4+106.217K4+136.217K4+147.040K4+157.864K4+187.8640.0090.962633727JD373247605.386574304.844K4+234.020764700.7(Z)38.453033.9646.1681.5211.8410.79K4+187.864K4+217.864K4+228.6222、6K4+239.387K4+269.3870.0088.411865026.3JD383247517.605574294.313K4+311.642742738.1(Y)38.542531.0442.2675.0910.719.42K4+269.387K4+294.387K4+306.931K4+319.475K4+344.4750.0079.552611804.4JD393247505.573574215.674K4+381.775654346.5(Y)37.772530.7337.3068.338.016.27K4+344.475K4+369.475K4+378.640K4+387.80523、K4+412.8050.0077.023270150.9JD403247570.190574173.761K4+452.525514330.4(Y)55.732537.3339.7275.316.724.13K4+412.805K4+437.805K4+450.459K4+463.114K4+488.1140.00139.31184521.3JD413247702.102574218.554K4+587.7041315221.8(Z)36.803033.2399.59114.7055.9384.48K4+488.114K4+518.114K4+545.462K4+572.809K4+602.824、0938.69184.012465259.5JD423247629.856574049.315K4+687.234202812.9(Z)1703071.4145.7390.742.970.73K4+641.503K4+671.503K4+686.871K4+702.239K4+732.2390.0091.452262446.7JD433247566.805573983.074K4+777.959300831.6(Z)113.783058.4345.7289.864.391.58K4+732.239K4+762.239K4+777.169K4+792.099K4+822.09959.15141.25、471961615.1JD443247431.002573943.437K4+917.848332512.6(Y)802544.7236.6071.663.871.55K4+881.244K4+906.244K4+917.076K4+927.908K4+952.9080.0070.722294127.7JD453247385.252573889.508K4+987.024461315.7(Z)50.202535.4334.1265.494.942.74K4+952.908K4+977.908K4+985.655K4+993.401K5+018.401 編編制制:復復核核:S2S2-4 4 第第26、4 4頁頁 共共4 4頁頁直直線線、曲曲線線及及轉轉角角表表永永川川區區20182018年年“四四好好農農村村路路”(重重要要農農村村公公路路)青青新新路路新新建建工工程程交點號交 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)123456789101112131415161718192021JD453247385.2525727、3889.508K4+987.024接上頁0.0080.271832812JD463247305.129573884.650K5+064.555843215.5(Y)36.372530.1546.1578.6613.7413.65K5+018.401K5+043.401K5+057.730K5+072.058K5+097.0580.0083.882680027.6JD473247302.213573800.816K5+134.789462203(Z)58.522538.2537.7372.355.623.11K5+097.058K5+122.058K5+133.235K5+144.412K5+28、169.4120.0073.432213824.5JD483247247.335573752.024K5+205.113454256.4(Y)54.612536.9535.7068.575.172.83K5+169.412K5+194.412K5+203.700K5+212.987K5+237.9870.0089.192672120.9JD493247243.220573662.926K5+291.479793803.8(Z)45.413036.9153.4993.1214.7813.86K5+237.987K5+267.987K5+284.547K5+301.107K5+331.1070.029、0115.601874317.1JD503247128.670573647.395K5+393.213564045.8(Y)77.294055.6062.11116.4611.507.75K5+331.107K5+371.107K5+389.337K5+407.568K5+447.56849.83165.872442402.8JD513247057.001573497.804K5+551.335483940.4(Y)803552.9253.93102.948.504.92K5+497.402K5+532.402K5+548.874K5+565.346K5+600.346 短鏈:25.026mK30、5+620=K5+645.026123.61224.562930343.2JD523247144.966573291.193K5+795.996305150.7(Y)115.693058.9147.0292.324.661.71K5+748.980K5+778.980K5+795.139K5+811.297K5+841.2970.0085.183235533.9JD533247213.816573241.035K5+879.465314454.9(Y)902547.4338.1774.873.871.47K5+841.297K5+866.297K5+878.733K5+891.168K5+9131、6.16829.89105.693554028.8JD543247319.200573233.064K5+983.685574828(Z)452533.5437.6370.407.064.86K5+946.053K5+971.053K5+981.255K5+991.456K6+016.45631.90106.592975200.8JD553247369.024573138.831K6+085.417132004.9(Y)2102572.4637.0673.871.550.25K6+048.356K6+073.356K6+085.294K6+097.231K6+122.231353.77390.833111205.7EP3247626.468572844.772K6+476 編編制制:復復核核:
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上傳時間:2023-11-23
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