农村公路S2-4 纵坡表

项目名称：******变坡点编 号123456710111213141516171819202122232425262728293031变坡点桩 号K0+000.000K0+060.000K0+120.000K0+260.000K0+320.000K0+395.000K0+470.000K0+530.000K0+600.000K0+680.000K0+770.000K0+880.000K0+940.000K1+020.000K1+080.000K1+180.000K1+240.000K1+380.000K1+490.000K1+600.000K1+700.000K1+0.000K1+960.000K2+060.000K2+180.000K2+240.000K2+300.000K2+420.000K2+525.000K2+0.000K2+745.000变坡点高程(m)1330.7051327.9451326.5051320.2051316.9651311.2951306.3451299.2051297.5951297.8351299.8151309.1651312.1051316.3451318.5051320.4551322.7951326.9951333.2651335.4651341.2151345.9651350.3051355.80513.0251365.0451369.0051368.51369.9051378.3001383.288坡长(m)坡度(%)直坡长(m)49.43938.939118.25035.79150.04349.75336.19049.04058.20067.57588.17438.19758.79838.25076.26136.559117.94886.25086.73779.612168.828.39878.697.61337.38836.90092.92576.275.80281.600坡 差(%)竖曲线半径R(m)凹凸切线长T(m)外距E(m)竖曲线起点桩 号 S2-4

第 1 页 共 8 页竖曲线终点桩 号备 注60.00060.000140.00060.00075.00075.00060.00070.00080.00090.000110.00060.00080.00060.000100.00060.000140.000110.000110.000100.000190.00070.000100.000120.00060.00060.000120.000105.000115.000105.000-4.600-2.400-4.500-5.400-7.560-6.600-11.900-2.3000.3002.2008.5004.9005.3003.6001.9503.9003.0005.7002.0005.7502.5006.2005.5006.8501.7006.600-0.3001.2007.3004.7502.200-2.100-0.900-2.1600.960-5.3009.6002.6001.9006.300-3.6000.400-1.700-1.6501.950-0.9002.700-3.7003.750-3.2503.700-0.7001.350-5.1504.900-6.9001.5006.100-2.550-2.650960.000 2500.000 220.000800.0001200.000350.000 5500.000 1250.000 800.000 550.000 600.000 1600.000 450.000 2000.000450.000 1000.0002500.0001200.000 500.000 600.000 1200.0001400.000 2500.000 700.000 620.000 3000.000 450.000 350.000 900.000900.00010.56110.50111.24912.95911.99713.25010.56010.40011.40011.02510.80111.00210.20011.55112.111.25210.80012.95010.31310.07511.10010.50210.80011.58711.02512.07515.00013.72511.47311.9270.0580.0550.0250.0700.0290.1760.2530.0680.00.1740.0970.0110.0430.0480.0590.0250.0730.1200.0970.0820.1030.0180.0360.1490.1350.2080.0560.2090.0730.079K0+049.439K0+109.499K0+248.751K0+307.041K0+383.003K0+456.750K0+519.440K0+5.600K0+668.600K0+758.975K0+869.199K0+928.998K1+009.800K1+068.449K1+167.811K1+228.748K1+369.200K1+477.050K1+5.687K1+6.925K1+878.900K1+949.498K2+049.200K2+168.413K2+228.975K2+287.925K2+405.000K2+511.275K2+628.527K2+733.073K0+070.561K0+130.501K0+271.249K0+332.959K0+406.997K0+483.250K0+0.560K0+610.400K0+691.400K0+781.025K0+0.801K0+951.002K1+030.200K1+091.551K1+192.1K1+251.252K1+390.800K1+502.950K1+610.313K1+710.075K1+901.100K1+970.502K2+070.800K2+191.587K2+251.025K2+312.075K2+435.000K2+538.725K2+651.473K2+756.927编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：彝良县海子至树林建制村公路变坡点编 号31323334353637383940414243444748495051525355565758596061变坡点桩 号K2+745.000K2+840.000K2+940.000K3+010.000K3+107.500K3+170.000K3+232.000K3+395.000K3+495.000K3+555.000K3+615.000K3+675.000K3+780.000K3+885.000K3+980.000K4+060.000K4+160.000K4+220.000K4+280.000K4+395.000K4+460.000K4+575.000K4+650.000K4+710.000K4+840.000K4+960.000K5+100.000K5+160.000K5+220.000K5+290.000K5+355.000变坡点高程(m)1383.2881385.2831387.1331388.1831397.7381402.8321409.0321414.2481423.4481425.6681430.0481431.8481439.7761445.6041452.3491456.10914.8091467.61468.7091473.7691480.0091480.5841486.5841487.4841496.5841504.6241510.0841513.9841513.5041516.8291521.379坡长(m)坡度(%)直坡长(m)72.76576.55945.66275.57240.21837.861138.42077.55037.85034.75534.62482.66984.04171.94156.40078.66537.26535.45088.55037.05086.35048.62537.350107.47792.512112.96938.62538.318.774.375坡 差(%)-2.650-0.250-0.3508.300-1.6501.850-6.8006.000-5.5003.600-4.3004.550-2.0001.550-2.4004.000-3.900-3.1002.7005.200-9.1007.500-6.5005.500-0.300-2.8002.600-7.3005.5502.2503.000竖曲线半径R(m)凹 270.000 1250.000 400.000 650.000 520.000 1350.000 550.000 900.000550.000 400.000 410.000 830.000 400.000900.000700.000凸900.0008250.0007500.000 1300.000 370.000 380.000 630.000 1050.000 1050.000 530.000800.000 300.000 350.000 7500.0001160.000 290.000 切线长T(m)11.92710.30813.13311.20510.72311.56012.58012.00010.45011.70013.511.83110.50010.45912.60011.00010.33512.40012.15014.30013.65015.00011.37511.27511.24816.24010.79010.58511.10010.12610.500外距E(m)0.0790.0060.0110.2330.0440.0530.2140.1800.1440.1050.1460.1350.0520.0410.0760.1100.1010.0960.0820.1860.3110.2810.1850.1550.0080.1140.0700.1930.10.0570.079竖曲线起点桩 号K2+733.073K2+829.692K2+926.867K2+998.795K3+096.777K3+158.440K3+219.420K3+383.000K3+484.550K3+3.300K3+601.455K3+663.169K3+769.500K3+874.1K3+967.400K4+049.000K4+149.665K4+207.600K4+267.850K4+380.700K4+446.350K4+560.000K4+638.625K4+698.725K4+828.752K4+943.760K5+0.210K5+149.415K5+208.900K5+279.874K5+344.500 S2-4

第 2 页 共 8 页竖曲线终点桩 号K2+756.927K2+850.308K2+953.133K3+021.205K3+118.223K3+181.560K3+244.580K3+407.000K3+505.450K3+566.700K3+628.5K3+686.831K3+790.500K3+5.459K3+992.600K4+071.000K4+170.335K4+232.400K4+292.150K4+409.300K4+473.650K4+590.000K4+661.375K4+721.275K4+851.248K4+976.240K5+110.790K5+170.585K5+231.100K5+300.126K5+365.500备 注95.000100.00070.00097.50062.50062.000163.000100.00060.00060.00060.000105.000105.00095.00080.000100.00060.00060.000115.00065.000115.00075.00060.000130.000120.000140.00060.00060.00070.00065.0002.1001.8501.5009.8008.15010.0003.2009.2003.7007.3003.0007.5505.5507.1004.7008.7004.8001.7004.4009.6000.5008.0001.5007.0006.7003.9006.500-0.8004.7507.000编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：****变坡点编 号61626365666768697071727374757677787980818283848586878091变坡点桩 号K5+355.000K5+465.000K5+550.000K5+0.000K5+800.000K5+960.000K6+020.000K6+080.000K6+235.000K6+300.000K6+405.000K6+500.000K6+580.000K6+650.000K6+720.000K6+780.000K6+900.000K6+990.000K7+065.000K7+170.000K7+250.000K7+570.000K7+635.000K7+705.000K7+780.000K7+0.000K8+030.000K8+130.000K8+235.000K8+440.000K8+510.000变坡点高程(m)1521.3791532.3791538.32910.80417.8441556.0041553.6041557.9841575.8091580.1971590.3821591.2371596.9171603.9171605.6671610.4671618.0871627.5371631.66210.85012.6501674.4901678.0651683.0701685.51695.6651699.8651703.1151704.7951723.6551726.175坡长(m)坡度(%)直坡长(m).00060.687.967135.480135.32536.19536.020130.62838.16979.99270.671.20046.28045.00033.87495.17566.55053.43680.460.474296.21241.62448.08252.42182.390111.81371.86678.603181.48046.007坡 差(%)3.000-3.000-4.2501.6500.700-9.10011.3004.200-4.7492.949-8.8006.2002.900-7.5005.500-1.6504.150-5.0003.250-6.5007.700-4.4501.650-3.8505.900-6.2000.250-1.6507.600-5.6006.350竖曲线半径R(m)凹700.000 1360.0003800.000 220.000550.000 950.000 430.000860.000 500.000 600.000 650.000 300.000 1350.000 400.000 9900.000 280.000 350.000凸 700.000650.000 250.000 0.000 250.000 300.000 1500.000 440.000 430.000 550.000 560.000 510.000 1910.000 460.000 切线长T(m)10.50010.50013.81211.22013.30011.37512.43011.55012.82314.00811.00013.33012.47011.25013.75012.37612.45011.00010.513.97611.55012.23811.13810.78011.80015.81012.37715.75710.012.88011.113外距E(m)0.0790.0790.1470.0460.0230.2590.3510.1210.1520.1030.2420.2070.0900.2110.10.0510.1290.1370.0860.2270.2220.1360.0460.1040.1740.2450.0080.0650.2020.1800.176竖曲线起点桩 号K5+344.500K5+4.500K5+536.188K5+628.780K5+786.700K5+948.625K6+007.570K6+068.450K6+222.177K6+285.992K6+394.000K6+486.670K6+567.530K6+638.750K6+706.250K6+767.624K6+887.550K6+979.000K7+0.436K7+156.024K7+238.450K7+557.762K7+623.862K7+694.220K7+768.200K7+874.190K8+017.623K8+114.243K8+224.360K8+427.120K8+498.887 S2-4

第 3 页 共 8 页竖曲线终点桩 号K5+365.500K5+475.500K5+563.812K5+651.220K5+813.300K5+971.375K6+032.430K6+091.550K6+247.823K6+314.008K6+416.000K6+513.330K6+592.470K6+661.250K6+733.750K6+792.376K6+912.450K7+001.000K7+075.5K7+183.976K7+261.550K7+582.238K7+6.138K7+715.780K7+791.800K7+905.810K8+042.377K8+145.757K8+245.0K8+452.880K8+521.113备 注110.00085.00090.000160.000160.00060.00060.000155.00065.000105.00095.00080.00070.00070.00060.000120.00090.00075.000105.00080.000320.00065.00070.00075.000110.000140.000100.000105.000205.00070.00010.0007.0002.7504.4005.100-4.0007.30011.5006.7519.7000.9007.10010.0002.5008.0006.35010.5005.5008.7502.2509.9505.5007.1503.3009.2003.0003.2501.6009.2003.600编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：*****变坡点编 号9192939495969799100101102103104105106107108109110111112113114115116117118119120121变坡点桩 号K8+510.000K8+825.000K8+960.000K9+100.000K9+250.000K9+330.000K9+460.000K9+620.000K9+690.000K9+820.000K10+030.000K10+200.000K10+260.000K10+440.000K10+500.000K10+560.000K10+620.000K10+720.000K10+875.000K11+005.000K11+070.000K11+170.000K11+255.000K11+385.000K11+445.000K11+605.000K11+665.000K11+955.000K12+015.000K12+130.000K12+215.000变坡点高程(m)1726.1751757.5181757.1131767.7531782.5281784.9281800.5281815.4081817.5081832.3281857.5281874.0181875.75814.29817.1481902.8481904.1681908.6681922.7731932.7181932.0681937.5681938.9711951.19119.8511974.0511977.5912009.4912011.2312023.0192024.974坡长(m)坡度(%)直坡长(m)291.075109.8115.323124.26353.700105.250135.25041.021101.140183.720143.28034.131155.95037.97537.02935.30468.720124.553106.93835.55569.258.928105.87837.639137.52434.279262.80527.63682.86061.5坡 差(%)6.350-10.2507.9002.250-6.8509.000-2.700-6.3008.4000.600-2.300-6.8007.400-5.5504.750-7.3002.3004.600-1.450-8.6506.500-3.8497.750-3.3005.900-6.1005.100-8.1007.351-7.9512.400竖曲线半径R(m)凹350.000 320.0001070.000 280.000 390.0004160.000 350.000 460.000 1100.000810.000 560.000 350.000 400.000 590.000 550.000 960.000凸 250.000 400.000 900.000400.000 1200.000380.000 400.000 330.000 1630.000260.000 650.000 0.000 350.000 300.000 300.000 切线长T(m)11.11312.81312.012.03713.70012.60012.15012.60016.38012.48013.80012.92012.95011.10010.92512.04512.65018.63011.81711.24518.20012.51113.56210.56111.80010.67515.04512.15020.21411.92611.520外距E(m)0.1760.3280.2500.0680.2350.2830.0820.1980.3440.0190.0790.2200.2400.10.1300.2200.0730.2140.0430.2430.2960.1200.2630.0870.1740.1630.1920.2460.3710.2370.069竖曲线起点桩 号K8+498.887K8+812.187K8+947.360K9+087.963K9+236.300K9+317.400K9+447.850K9+607.400K9+673.620K9+807.520K10+016.200K10+187.080K10+247.050K10+428.900K10+4.075K10+7.955K10+607.350K10+701.370K10+863.183K10+993.755K11+051.800K11+157.4K11+241.438K11+374.439K11+433.200K11+594.325K11+9.955K11+942.850K11+994.786K12+118.074K12+203.480 S2-4

第 4 页 共 8 页竖曲线终点桩 号K8+521.113K8+837.813K8+972.0K9+112.037K9+263.700K9+342.600K9+472.150K9+632.600K9+706.380K9+832.480K10+043.800K10+212.920K10+272.950K10+451.100K10+510.925K10+572.045K10+632.650K10+738.630K10+886.817K11+016.245K11+088.200K11+182.511K11+268.562K11+395.561K11+456.800K11+615.675K11+680.045K11+967.150K12+035.214K12+141.926K12+226.520备 注315.000135.000140.000150.00080.000130.000160.00070.000130.000210.000170.00060.000180.00060.00060.00060.000100.000155.000130.00065.000100.00085.000130.00060.000160.00060.000290.00060.000115.00085.0009.950-0.3007.6009.8503.00012.0009.3003.00011.40012.0009.7002.90010.3004.7509.5002.2004.5009.1007.650-1.0005.5001.6519.4006.10012.0005.90011.0002.90010.2512.300编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：******变坡点编 号121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151变坡点桩 号K12+215.000K12+340.000K12+420.000K12+480.000K12+580.000K12+650.000K12+800.000K12+880.000K12+990.000K13+080.000K13+220.000K13+285.000K13+360.000K13+465.000K13+590.000K13+650.000K13+800.000K13+905.000K14+020.000K14+260.000K14+325.000K14+400.000K14+520.000K14+625.000K14+840.000K14+900.000K15+015.000K15+170.000K15+340.000K15+535.000K15+600.000变坡点高程(m)2024.9742030.8492039.5212041.3212051.5712056.1912070.3662072.7662083.43620.4662101.9262103.8762111.8262119.5962131.9712133.7712145.7712151.4942162.1322190.4522193.0522199.9902212.2302219.1602240.6602242.4602252.9252257.5752243.9752224.6702221.095坡长(m)坡度(%)直坡长(m)98.43751.23731.41873.45748.201124.724.74478.051.731113.2.05553.86083.245100.32526.200110.11368.39278.394208.021.88451.87096.01681.050188.93031.97086.025112.555126.919166.21839.800坡 差(%)2.4006.140-7.8407.250-3.6502.850-6.4506.700-3.0002.200-5.9007.600-3.2002.500-6.9005.000-2.5503.8002.9-7.8005.2510.949-3.6003.400-7.0006.100-6.100-11.000-1.9004.400-1.600竖曲线半径R(m)凹960.000490.000 410.000 710.000 600.000 1220.000 270.000 870.000 800.000 880.0001560.000 420.0002550.000 710.000 460.000 600.000 凸 350.000 0.000 470.000 790.000 430.000 680.000 400.000 1560.000 310.000 660.000 400.000 490.000500.00010.000 1500.000切线长T(m)11.52015.04313.72014.86211.68110.11815.15720.09911.85013.42012.68510.26010.88010.87513.80020.00019.88716.72119.88512.09011.02612.10411.88012.07014.00014.03014.94527.50015.58113.20011.999外距E(m)0.0690.2310.2690.2690.1070.0720.2440.3370.00.0740.1870.1950.0870.0680.2380.2500.1270.1590.1270.2360.1450.0290.1070.1030.2450.2140.2280.7560.0740.1450.048竖曲线起点桩 号K12+203.480K12+324.957K12+406.280K12+465.138K12+568.319K12+639.882K12+784.843K12+859.901K12+978.150K13+066.580K13+207.315K13+274.740K13+349.120K13+4.125K13+576.200K13+630.000K13+780.113K13+888.279K14+000.115K14+247.910K14+313.974K14+387.6K14+508.120K14+612.930K14+826.000K14+885.970K15+000.055K15+142.500K15+324.419K15+521.800K15+588.001 S2-4

第 5 页 共 8 页竖曲线终点桩 号K12+226.520K12+355.043K12+433.720K12+494.862K12+591.681K12+660.118K12+815.157K12+900.099K13+001.850K13+093.420K13+232.685K13+295.260K13+370.880K13+475.875K13+603.800K13+670.000K13+819.887K13+921.721K14+039.885K14+272.090K14+336.026K14+412.104K14+531.880K14+637.070K14+8.000K14+914.030K15+029.945K15+197.500K15+355.581K15+8.200K15+611.999备 注125.00080.00060.000100.00070.000150.00080.000110.00090.000140.00065.00075.000105.000125.00060.000150.000105.000115.000240.00065.00075.000120.000105.000215.00060.000115.000155.000170.000195.00065.0004.70010.8403.00010.2506.6009.4503.0009.7006.7008.9003.00010.6007.4009.9003.0008.0005.4509.25111.8004.0009.25110.2006.60010.0003.0009.1003.000-8.000-9.900-5.500编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：***变坡点编 号15115215311551561571581591601611621631165166167168169170171172173174175176177178179180181变坡点桩 号K15+600.000K15+700.000K15+945.000K16+160.000K16+280.000K16+340.000K16+440.000K16+530.000K16+620.000K16+715.000K17+040.000K17+160.000K17+320.000K17+460.000K17+560.000K17+720.000K17+840.000K17+960.000K18+040.000K18+140.000K18+200.000K18+290.000K18+460.000K18+620.000K18+720.000K18+790.000K18+880.000K19+000.000K19+080.000K19+180.000K19+260.000变坡点高程(m)2221.0952213.99521.4952177.6702165.6702161.7402158.4402152.3202151.6902147.9382138.8382136.8582134.4582131.6582130.4582126.1382123.3782119.82119.6582124.2582125.3382122.4582124.8382130.4382136.6882136.4082132.9882130.9482132.3882125.6882126.008坡长(m)坡度(%)直坡长(m)77.850224.050192.05095.60231.50368.00251.98756.368.685294.87791.315131.168109.23068.657129.171.81987.24140.65563.63227.22960.872144.835132.04068.03337.72860.693.576.80071.77051.670坡 差(%)-1.600-2.9004.500-4.5003.4503.250-3.5006.100-3.2491.1491.1500.150-0.5000.800-1.5000.400-0.6002.6004.900-2.800-5.0004.6002.1002.750-6.650-3.4002.1003.500-8.5007.100-8.000竖曲线半径R(m)凹 480.000 710.0001000.000 730.000 2600.00020.00018000.000 3860.000 7460.000 1500.000810.000 560.0001170.0001140.000 1250.000760.000 460.000 凸1500.000700.000 0.000 900.000 700.000 6130.000 2120.000 4420.000 1180.000650.000 490.000940.000 280.000 300.000切线长T(m)11.99910.15110.80012.15012.24816.24915.74922.211.37214.94215.18113.50415.32815.44215.90114.92113.25919.50019.84516.52216.24912.87912.28615.67516.29315.97913.12413.30011.90016.33012.000外距E(m)0.0480.0740.1210.1370.1060.1320.1380.3400.0920.0430.0440.0050.0190.0310.0600.0150.0200.1270.2430.1160.2030.1480.0650.1080.2710.1360.0690.1160.2530.2900.240竖曲线起点桩 号K15+588.001K15+6.849K15+934.200K16+147.850K16+267.752K16+323.751K16+424.251K16+507.736K16+608.628K16+700.058K17+024.819K17+146.496K17+304.672K17+444.558K17+4.099K17+705.079K17+826.741K17+940.500K18+020.155K18+123.478K18+183.751K18+277.121K18+447.714K18+604.325K18+703.707K18+774.021K18+866.876K18+986.700K19+068.100K19+163.670K19+248.000 S2-4

第 6 页 共 8 页竖曲线终点桩 号K15+611.999K15+710.151K15+955.800K16+172.150K16+292.248K16+356.249K16+455.749K16+552.2K16+631.372K16+729.942K17+055.181K17+173.504K17+335.328K17+475.442K17+575.901K17+734.921K17+853.259K17+979.500K18+059.845K18+156.522K18+216.249K18+302.879K18+472.286K18+635.675K18+736.293K18+805.979K18+3.124K19+013.300K19+091.900K19+196.330K19+272.000备 注100.000245.000215.000120.00060.000100.00090.00090.00095.000325.000120.000160.000140.000100.000160.000120.000120.00080.000100.00060.00090.000170.000160.000100.00070.00090.000120.00080.000100.00080.000-7.100-10.000-5.500-10.000-6.550-3.300-6.800-0.700-3.949-2.800-1.650-1.500-2.000-1.200-2.700-2.300-2.900-0.3004.6001.800-3.2001.4003.5006.250-0.400-3.800-1.7001.800-6.7000.400编制:复核：审核：

纵 坡 、 竖 曲 线 表

项目名称：*****变坡点编 号变坡点桩 号变坡点高程(m)坡长(m)坡度(%)直坡长(m)坡 差(%)竖曲线半径R(m)凹凸切线长T(m)外距E(m)竖曲线起点桩 号 S2-4

第 7 页 共 8 页竖曲线终点桩 号备 注编制:复核：审核：