B_路基设计表

Null平曲线桩号左12右3凹4凸5坡度及竖曲线地面高程(m)6设计高程PH(m)7填8填挖高度(m)挖9W310W211左加宽值第 页 共 页路基宽度(m)右W113W114加宽值各点与设计高(PH)之高差(m)左W216W317A318A219加宽点边沟及排水沟右左B225B326右沟底高程中线A121AB22B123备注加宽点坡度底宽沟底高程坡度底宽2728293031121520243233编制:复核:总页次:

路 基 设 计 表

Null平曲线桩号左1+240+250+260+270+280+282.675(ZH)+290+300+307.675(HY)+310+320+330+338.586(QZ)+340+350+360+369.498(YH)+370+380+390+394.498(HZ,ZH)+400+410+419.498(HY)+420+430+437.457(QZ)+440+450JD3103°47′35\"R=33.628Ls1=25Ls2=25T1=56.307T2=56.307L=85.918编制:Null

JD276°31′56 \"R=65Ls1=25I=-3.963%Ls2=25L=111.823T1=64.072T2=64.072L=111.823E=18.2972右3凹4凸5坡度及竖曲线地面高程(m)687.41487.3887.31387.2187.14186.97287.02487.05486.99986.96786.86286.25486.20486.24786.32986.36386.33286.33286.20486.84986.2686.26785.905i=0.556%L=85.91886.92186.94886.9687.16887.20887.34设计高程PH(m)789.8289.42489.02888.63288.25388.12987.83987.47487.23287.16586.91186.71386.58886.5786.48486.45286.47486.47786.53286.58886.61386.64386.69986.75286.75486.8186.58286.86686.9210.3530.3760.7940.1690.1640.150.3160.3420.419填82.4062.0441.7151.4221.0941.1570.8150.420.2330.1980.0490.4590.3840.3230.1550.0890.1420.1450.3280.261填挖高度(m)挖9W3100.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.1760.4960.80.80.80.80.80.8W211左加宽值第2页 共 4 页路基宽度(m)右W11333333333333333333333333333333W114333333333333333333333333333330.230.5540.80.80.80.80.80.80.80.80.80.7840.4640.144加宽值各点与设计高(PH)之高差(m)左W216W317A318A219加宽点边沟及排水沟右左B225B3260.000.000.000.000.000.00右备注中线A121AB220.0830.0830.0830.0830.0830.0830.0830.1470.2030.2030.2030.2030.2030.2030.2030.2030.2030.1990.1270.0830.000.0830.0830.1340.2030.2030.2030.2030.2030.203B123加宽点坡度底宽沟底高程坡度底宽沟底高程27280.60.60.60.60.60.60.60.60.60.60.60.60.60.61:10.60.60.60.60.60.61:12930310.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.6总页次:

3233121520240.750.000.750.000.750.000.750.000.750.000.750.000.750.1250.750.2960.750.4280.750.4280.750.4280.750.4280.750.4280.750.4280.750.4280.750.4280.750.4280.750.4190.750.2480.750.0770.750.750.750.750.750.750.750.750.75复核:Null

0.003-0.032-0.071-0.071-0.071-0.071-0.071-0.071-0.071-0.071-0.071-0.068-0.020.0050.000.0940.2650.4280.4280.4280.4280.4280.4280.60.60.60.60.60.60.60.60.60.004-0.024-0.071-0.071-0.071-0.071-0.071-0.071路 基 设 计 表

Null平曲线桩号左1+455.416(YH)+460+470+480+480.416(HZ)+490+500+510+520+530+540+550+560+570+580+590+600+610+620+630+640+650+660+667.166(ZD)E=22.1162右3凹4凸5坡度及竖曲线地面高程(m)687.22187.2687.46987.59387.59987.69287.84787.95687.92687.91187.95887.9787.96688.05888.10188.21788.41488.33488.36488.47888.7288.27288.72888.129设计高程PH(m)786.95186.97787.03387.08887.0987.14487.19987.25587.31187.36687.42287.47787.53387.58987.64487.687.75587.81187.86787.92287.97888.03488.08988.129填8填挖高度(m)挖90.270.2830.4360.5050.5090.5480.6480.6710.6150.5450.5360.4930.4330.4690.4570.6170.6590.5230.4970.5560.7420.2380.6390.00W3100.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.75W211左加宽值第3页 共 4 页路基宽度(m)右W113333333333333333333333333W114333333333333333333333333加宽值各点与设计高(PH)之高差(m)左W216W3170.750.750.750.750.750.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.000.750.00A318A219加宽点边沟及排水沟右左B225B3260.4280.3490.1780.0070.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.001:1右备注中线A121AB220.2030.1690.0970.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.0830.083B123加宽点坡度底宽沟底高程坡度底宽沟底高程27280.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.61:12930310.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.63233120.80.6530.3330.0131520-0.071-0.046-0.005240.0070.00编制:Null复核:Null总页次:

路 基 设 计 表

Null平曲线桩号左12右3凹4凸5坡度及竖曲线地面高程(m)6设计高程PH(m)7填8填挖高度(m)挖9W310W211左加宽值第4页 共 4 页路基宽度(m)右W113W114加宽值各点与设计高(PH)之高差(m)左W216W317A318A219加宽点边沟及排水沟右左B225B326右备注中线A121AB22B123加宽点坡度底宽沟底高程坡度底宽沟底高程2728293031323312152024编制:Null复核:Null总页次: