建新巷及支线定线资料纵横断面记录表1.doc

纵横断面记录表建新巷道路整治工程测 量 资 料西宁凯创测绘有限公司 二0一四年五月 建新巷道路整治工程测 量 资 料经 理：总 工：项目负责：审 核：审 定：校 核：提交单位：西宁凯创测绘有限公司提交日期：二0一四年五月 建新巷道路中线定线资料（曲线元素） 桩号 X Y H K0+000(起点) 4129478.512 501959.724 3406.355 K0+334.791(终点) 4129813.289 501956.646 3405.346控制点： XL03 4129813.733 501983.365 3405.227 XL04 4129816.27 502300.904 3403.524 单位或地点：建新巷 观测 ：马琛 记录： 谢延国 计算 ：韩明成 检查 ：韩全成 2014年05月26日 第 1 页左(西)纵断桩号右(东)路中路中路中路中路中路中路中路中路中路中28.56425.25116.33812.2286.3012.241K0+0003.6788.39913.12617.93023.44429.49406.50006.50706.41306.26506.27806.4043406.35506.31506.29406.34106.28406.22306.221K0+0203405.899围墙29.54324.41917.80213.0408.7003.020K0+0403.7367.87614.96719.86924.57329.25705.64705.64905.64205.50705.30805.4783405.54305.51705.56205.56005.55705.55605.562K0+0603405.224围墙29.70826.98620.51614.6018.1863.007K0+0804.9526.43611.54515.68422.43631.12505.66105.68105.67905.61005.47905.4333405.46805.29605.68905.53505.43905.43505.369K0+100建房3405.608建房28.34526.73724.7486.9633.6301.472K0+1204.9457.38513.45820.76722.84826.37905.77405.67406.50206.44205.98605.7723405.64005.43505.55205.74105.68405.98205.664K0+140台阶3405.710房子29.84326.75715.4328.7326.5202.296K0+1603.3118.69214.22527.60806.73706.54306.74506.42006.34005.9673405.88705.87205.79805.58805.579K0+180台阶3406.563低压29.56725.31218.63410.4267.5904.779K0+2003.0897.08114.19523.82626.78733.43606.75506.63206.85206.39706.38706.1043405.91705.82305.82905.63305.62705.61305.424单位或地点：建新巷 观测 ：马琛 记录：谢延国 计算 ：韩明成 检查 ：韩全成 2014年05月26日 第 2 页左(南)纵断桩号右(北)K0+2203405.99527.53423.36217.0598.7893.653K0+2402.5517.46416.95123.62729.38334.38106.10506.06206.02206.10905.9263405.85305.84705.84205.83405.82905.83105.829K0+2603405.73031.42126.94220.01614.9709.5963.906K0+2802.49811.54218.62724.63929.63735.23105.80805.83705.84705.87305.70805.5983405.64605.65105.64805.65205.64605.63905.643K0+300花砖花砖花砖花砖花砖3405.326围墙26.16517.70813.9249.9905.1152.169K0+3202.9436.43610.20316.35416.85226.42305.52405.55105.47105.27905.51405.4713405.45805.48905.67305.48105.47505.46805.498路中路中路中路中路中路中路中路中路中路中32.14226.92420.75815.9019.8554.935K0+334.7915.38010.2