路基设计标高及精加工标高

承包

监理单位：湖南和天工程项目管G209黔城至堡子公路改建左 侧设计宽度(m)横坡(%)4.250.024.250.024.250.024.250.024.250.024.250.024.250.024.250.024.250.024.250.024.250.014.25-0.024.25-0.024.25-0.024.25-0.024.250.004.250.004.250.024.250.024.250.024.250.02工程名称桩　　号K2535+360.00K2535+372.00K2535+380.00K2535+400.00K2535+420.00K2535+440.00K2535+448.00K2535+460.00K2535+480.00K2535+490.61K2535+500.00K2535+520.00K2535+525.61K2535+534.28K2535+542.95K2535+559.00K2535+560.00K2535+577.95K2535+580.00K2535+600.00K2535+620.00设计高程275.78275.79275.81275.89276.01276.19276.28276.42276.70276.87277.09277.58277.73277.90278.08278.30278.32278.57278.61279.01279.41结构层0.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.570.57高程(m)275.21275.22275.24275.32275.44275.62275.71275.85276.13276.30276.52277.01277.16277.33277.51277.73277.75278.00278.04278.44278.84测量:

G209黔城至堡子公路改建工程

路基顶面宽度、高程、横坡、边坡整理记录表

承包单位：湖南省公路机械工程有限公司 合同号： B3项目管理有限公司 编 号：　　　　　　　　　　　 路改建工程起止桩号 侧中宽度(m)坡比设计高程结构层高程(m)设计高程结构层5.101:1.5275.870.57275.30275.780.574.251:0.5275.880.57275.31275.790.574.251:0.5275.900.57275.33275.810.574.251:0.5275.980.57275.41275.890.574.251:0.5276.110.57275.54276.010.575.101:1.5276.290.57275.72276.190.575.101:1.5276.370.57275.80276.280.575.101:1.5276.510.57275.94276.420.575.101:1.5276.790.57276.22276.700.575.101:1.5276.960.57276.39276.870.575.101:1.5277.120.57276.55277.030.575.101:1.5277.500.57276.93277.360.575.101:1.5277.610.57277.04277.420.575.101:1.5277.790.57277.22277.590.575.101:1.5277.960.57277.39277.770.575.101:1.5278.280.57277.71278.180.575.101:1.5278.300.57277.73278.200.574.541:0.5278.660.57278.09278.570.574.541:0.5278.700.57278.13278.610.574.541:0.5279.100.57278.53279.010.574.541:0.5279.500.57278.93279.410.57 计算: 复核: 监理工程

合同号： B3

　　 第 页 共 页K2535+000～K2536+000右 侧高程(m)设计宽度(m)横坡(%)宽度(m)275.214.250.025.10275.224.250.025.10275.244.250.025.10275.324.250.024.25275.444.250.024.25275.624.250.025.10275.714.250.025.10275.854.250.024.25276.134.250.025.10276.304.250.025.10276.464.410.025.26276.794.750.025.60276.854.850.035.70277.024.850.045.70277.204.850.035.70277.614.570.025.42277.634.560.025.41278.004.250.025.10278.044.250.025.10278.444.250.025.10278.844.250.025.10理工程师：

坡比1:1.51:1.51:1.51:0.51:0.51:1.51:1.51:0.331:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.51:1.5备注