﻿K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0.5,-0.533,欠挖1.033
K24+106.026,2932498.077,511811.612,1936.905,-1.067,0.608,0,-0.533,欠挖0.533
K24+106.026,2932498.077,511811.612,1938.905,-1.067,2.608,0,-0.214,欠挖0.214
K24+106.026,2932498.077,511811.612,1935.905,-1.067,-0.392,0,0.277,超挖0.277

测设时间：202010-9-1 17:24:58(1号隧道)
测量项目：雨污水管道开挖放样
测站,K27-1,10497.998,24653.075,447.636
定向,K27-2,10316.510,24731.964,445.731
方位角156.3023,距离197.892,仪高1,视线高448.636
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K26+575.116,2933170.240,509715.169,1978.4,-2.576,0.72,0,-1.962,欠挖1.962

测设时间：202010-11-15 17:37:47(单向隧道)
测量项目：
测站,会后视,2932749.277,513361.966,1928.432
定向,会测站,2932740.177,513362.081,1928.976
方位角179.1631,距离9.101,仪高1,视线高1929.432
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971

测设时间：202010-11-15 17:38:07(单向隧道)
测量项目：
测站,会后视,2932749.277,513361.966,1928.432
定向,会测站,2932740.177,513362.081,1928.976
方位角179.1631,距离9.101,仪高1,视线高1929.432
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971

测设时间：202010-11-15 17:40:33(单向隧道)
测量项目：
测站,会后视,2932749.277,513361.966,1928.432
定向,会测站,2932740.177,513362.081,1928.976
方位角179.1631,距离9.101,仪高1,视线高1929.432
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.116,2933170.240,509715.169,1978.4,-2.576,5.324,0,-0.971,欠挖0.971
K26+575.125,2933170.240,509715.160,1978.4,-2.572,5.323,0,-0.975,欠挖0.975
K26+575.125,2933170.240,509715.160,1978.4,-2.572,5.323,0,-0.975,欠挖0.975
K26+575.125,2933170.240,509715.160,1978.4,-2.572,5.323,0,-0.975,欠挖0.975
K26+575.125,2933170.240,509715.160,1978.4,-2.572,5.323,0,-0.975,欠挖0.975

测设时间：202011-12-4 18:34:33(多心圆隧道)
测量项目：雨污水管道开挖放样
测站,例1,2801370.9636,532906.4512,210.182
定向,例2,551733.273,22063.482,1866.461
方位角192.47371,距离2306909.248,仪高1,视线高211.182
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88

测设时间：202011-12-8 18:15:48(多心圆隧道)
测量项目：路基沥青层高程测量
测站,例1,2801370.9636,532906.4512,210.182
定向,例2,551733.273,22063.482,1866.461
方位角192.47371,距离2306909.248,仪高1,视线高211.182
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88

测设时间：202011-12-8 18:21:36(多心圆隧道)
测量项目：路基水稳层高程测量
测站,例1,2801370.9636,532906.4512,210.182
定向,例2,551733.273,22063.482,1866.461
方位角192.47371,距离2306909.248,仪高1,视线高211.182
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88

测设时间：202011-12-8 18:32:19(多心圆隧道)
测量项目：路基沥青层高程测量
测站,例1,2801370.9636,532906.4512,210.182
定向,例2,551733.273,22063.482,1866.461
方位角192.47371,距离2306909.248,仪高1,视线高211.182
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88

测设时间：202011-12-8 18:34:40(多心圆隧道)
测量项目：路基水稳层高程测量
测站,例1,2801370.9636,532906.4512,210.182
定向,例2,551733.273,22063.482,1866.461
方位角192.47371,距离2306909.248,仪高1,视线高211.182
桩号,X,Y,H,横向位置,竖向位置,设计厚度,实测厚度,超欠挖
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
K2+930.000,551634.331,22048.052,1863.624,-5.25,-0.105,0,-0.88,欠挖0.88
