施工放線測量記錄表 (1)

1、施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k0+000k0+180測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值QDKO+000.000594114.9313112400.401594114.9313112400.4010.0000.0000.000448.349448.34920594116.39873112420.347594116.3993112420.3470.0000.0000.000448.949446

2、.96740594117.86653112440.293594117.8673112440.2930.0000.0000.000449.549445.20760594119.33423112460.239594119.3343112460.2390.0000.0000.000450.149444.3ZHKO+64.918594119.69523112465.144594119.6953112465.1440.0000.0000.000450.297443.41380594120.65933112480.195594120.6593112480.1950.0000.0000.000450.749

3、443.504100594120.47253112500.18594120.4733112500.1800.0000.0000.000451.349443.578HYKO+104.918594119.9673112505.072594119.9673112505.0720.0000.0000.000451.497443.655120594116.94473112519.833594116.9453112519.8330.0000.0000.000451.949444.941QZKO+124.569594115.59373112524.198594115.5943112524.1980.0000

4、.0000.000452.086444.882140594115.59373112538.395594115.5943112538.3950.0000.0000.000452.459445.009YHKO+144.220594107.57033112542.101594107.5703112542.1010.0000.0000.000452.676444.983160594098.82173112555.222594098.8223112555.2220.0000.0000.000453.149446.114180594086.09193112570.642594086.0923112570.

5、6420.0000.0000.000453.749446.114計算 數(shù)據(jù)測站點11 A坐標 X=594079.8330 Y=3112438.2990全站儀 型號后視點10 B坐標 X=593888.4370 Y= 3112885.3660后視點C坐標 XC= YC=理論距離 AB=486.314實測距離 AB=486.314 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程

6、部 位道路測量施 工 時 間樁 號 及 部 位k0+184.22k0+420測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值HZKO+184.220594083.31313112573.817594083.3133112573.8170.0000.0000.000453.876446.024200594072.91313112585.686594072.9133112585.6860.0000.0000.000454.349447.908220594058.7323112600.727594058.7323112600.727

7、0.0000.0000.000454.949447.927240594046.55083112615.769594046.5513112615.7690.0000.0000.000455.549448.975260594033.36973112630.811594033.3703112630.8110.0000.0000.000456.149450.583280594020853594020.1893112645.8530.0000.0000.000456.749451.474300594007.00753112660.895594007.0083112660.895

8、0.0000.0000.000457.349454.291320593993.82633112675.967593993.8263112675.9670.0000.0000.000457.949455.372340593980.64523112690.979593980.6453112690.9790.0000.0000.000458.549457.213360593967.46413112706.021593967.4643112706.0210.0000.0000.000459.149457.64380593954.2833112721.062593954.2833112721.0620.

9、0000.0000.000459.749457.64ZHKO+389.991593947.69833112728.577593947.6983112728.5770.0000.0000.000460.049460.874400593941.10583112736.108593941.1063112736.1080.0000.0000.000460.349460.579420593928.0273112751.239593928.0273112751.2390.0000.0000.000460.949460.785計算 數(shù)據(jù)測站點11 A坐標 X=594079.8330 Y=3112438.29

10、90全站儀 型號后視點10 B坐標 X=593888.4370 Y= 3112885.3660后視點C坐標 XC= YC=理論距離 AB=486.314實測距離 AB=486.314 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k0+440k0+667.984測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高

11、程(m)實測高程(m)示意圖：XYXYXY偏差值440593915.23453112766.612593915.2353112766.6120.0000.0000.000461.549457.862460593902.92913112782.376593902.9293112782.3760.0000.0000.000462.149457.974480593891.32553112798.664593891.3263112798.6640.0000.0000.000462.749463.213HYKO+489.991593885.86373112807.029593885.8643112807

12、.0290.0000.0000.000463.044464.926550593880.65223112815.574593880.6523112815.5740.0000.0000.000463.336468.509520593871.05153112833.115593871.0523112833.1150.0000.0000.000463.903478.257540593862.56513112851.222593862.5653112851.2220.0000.0000.000464.45485.236560593855.22633112869.823593855.2263112869.

13、8230.0000.0000.000464.978486.253580593849.06363112888.847593849.0643112888.8470.0000.0000.000465.486485.423600593844.10113112908.218593844.1013112908.2180.0000.0000.000465.975483.04620593840.35823112927.861593840.3583112927.8610.0000.0000.000466.443477.98640593837.84953112947.7593837.8503112947.7000

14、.0000.0000.000466.892473.326660593836.58493112967.657593836.5853112967.6570.0000.0000.000467.321469.12QZKO+667.984593836.42873112975.639593836.4293112975.6390.0000.0000.000467.487468.15計算 數(shù)據(jù)測站點10 A坐標 X=593888.4370 Y=3112885.3660全站儀 型號后視點9 B坐標 X=595804.3490 Y= 3112921.4820后視點C坐標 XC= YC=理論距離 AB=91.516

15、實測距離 AB=91.516 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k0+600k0+800測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值680593836.56923112987.653593836.5693112987.6530.0000.0000

16、.000467.731467.25700593837.8025311007.612593837.803311007.6120.0000.0000.000468.121463.46720593840.283113027.455593840.2803113027.4550.0000.0000.000468.491464.05740593843.9923113047.104593843.9923113047.1040.0000.0000.000468.841468.25760593848.92413113066.483593848.9243113066.4830.0000.0000.000469.1

17、72474.75780593855.05693113085.516593855.0573113085.5160.0000.0000.000469.483485800593862.36653113104.129593862.3673113104.1290.0000.0000.000469.775492.2820593870.82453113122.249593870.8253113122.2490.0000.0000.000470.046493840593880.39763113139.805593880.3983113139.8050.0000.0000.000470.98487.5YHKO+

18、845.977593883.46963113144.932593883.4703113144.9320.0000.0000.000470.37486.25860593891.03663113156.737593891.0373113156.7370.0000.0000.000470.53484880593902.56943113173.075593902.5693113173.0750.0000.0000.000470.743483.86900593914.76653113188.924593914.7673113188.9240.0000.0000.000470.93649092059392

19、7.41423113204.416593927.4143113204.4160.0000.0000.000471.109498.41計算 數(shù)據(jù)測站點10 A坐標 X=593888.4370 Y=3112885.3660全站儀 型號后視點9 B坐標 X=595804.3490 Y= 3112921.4820后視點C坐標 XC= YC=理論距離 AB=91.516實測距離 AB=91.516 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單

20、單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k0+940k1+180測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值940593940.3123113219.702593940.3123113219.7020.0000.0000.000471.269499.9HZKO+945.977593944253593944.1863113224.2530.0000.0000.000471.317500.25960593953.27793113234

21、.93593953.2783113234.9300.0000.0000.000471.429500980593966.24453113250.157593966.2453113250.1570.0000.0000.000471.568497.5K1+000.000593979.21123113265.384593979.2113113265.3840.0000.0000.000471.66489.520593992611593992.1783113280.6110.0000.0000.000471.704479.140594005838594

22、005.1453113295.8380.0000.0000.000471.7469.9560594018.11123113311.065594018.1113113311.0650.0000.0000.000471.649470.1480594031.07783113326.292594031.0783113326.2920.0000.0000.000471.55472.75100594044.04453113341.519594044.0453113341.5190.0000.0000.000471.404478.5120594057.01123113356.747594057.011311

23、3356.7470.0000.0000.000471.21479140594069.97783113371.974594069.9783113371.9740.0000.0000.000470.968474.5160594082.94453113387.201594082.9453113387.2010.0000.0000.000470.67946891123113402.428594095.9113113402.4280.0000.0000.000463.15470.369計算 數(shù)據(jù)測站點8 A坐標 X=593912.4900 Y=3113243.9550全站儀 型

24、號GTS332后視點9 B坐標 X=595804.3490 Y= 3112921.4820后視點C坐標 XC= YC=理論距離 AB=340.122實測距離 AB=340.122 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k1+200k1+460測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測

25、高程(m)示意圖：XYXYXY偏差值200594108.87783113417.655594108.8783113417.6550.0000.0000.000461.75470.059220594121.84453113432.882594121.8453113432.8820.0000.0000.000461.07469.74924059134.81123113448.10959134.8113113448.1090.0000.0000.000461.37469.439260594147.77783113463.337594147.7783113463.3370.0000.0000.0004

26、61.75469.129280594160.74453113478.564594160.7453113478.5640.0000.0000.000464.47468.819300594173.71123113493.791594173.7113113493.7910.0000.0000.000466.15468.509320594186.67783113509.018594186.6783113509.0180.0000.0000.000466.5468.199340594199.64453113524.245594199.6453113524.2450.0000.0000.000467.05

27、467.889360594212.61123113539.472594212.6113113539.4720.0000.0000.000467.08467.579380594225.57783113554.699594225.5783113554.6990.0000.0000.000467.02467.269400594238.54453113569.926594238.5453113569.9260.0000.0000.000467.05466.959420594251.51123113585.154594251.5113113585.1540.0000.0000.000467.59466.

28、649440594264.47783113600.381594264.4783113600.3810.0000.0000.000467.59466.339460594277.44453113615.608594277.4453113615.6080.0000.0000.000469.7466.029計算 數(shù)據(jù)測站點1 A坐標 X=594178.375 Y=3113472.1010全站儀 型號后視點2 B坐標 X=594133.495 Y= 3113419.432后視點C坐標 XC= YC=理論距離 AB=69.197實測距離 AB=69.197 AC=測量： 記錄（計算）： 復核： 日期： 注

29、：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k1+480k1+740測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值480594290.41123113630.835594290.4113113630.8350.0000.0000.000465.719472.07500594303.37783113646.

30、062594303.3783113646.0620.0000.0000.000465.409472.28520594316.34453113661.289594316.3453113661.2890.0000.0000.000465.099471.89540594329.31123113676.516594329.3113113676.5160.0000.0000.000464.789471.47560594342.27783113691.744594342.2783113691.7440.0000.0000.000464.479470.79580594355.24453113706.9715

31、94355.2453113706.9710.0000.0000.000464.169467.95600594368.21123113722.198594368.2113113722.1980.0000.0000.000463.859465.05620594381425594381.1783113737.4250.0000.0000.000463.549465.35640594394652594394.1453113752.6520.0000.0000.000463.239463.65660594407.11123113767.87959440

32、7.1113113767.8790.0000.0000.000462.929463.85680594420.07783113783.106594420.0783113783.1060.0000.0000.000462.619464.87700594433.04453113798.333594433.0453113798.3330.0000.0000.000462.309464.87720594446.01123113813.561594446.0113113813.5610.0000.0000.000461.999464.65740594458.97783113828.788594458.97

33、83113828.7880.0000.0000.000461.689464.75計算 數(shù)據(jù)測站點7 A坐標 X=594305.538 Y=3113695.844全站儀 型號后視點6 B坐標 X=594568.347 Y=3113924.049后視點C坐標 XC= YC=理論距離 AB=348.061實測距離 AB=348.061 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則點為點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位； 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位土方路基施

34、 工 時 間樁 號 及 部 位k1+760k2+0.000測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值760594471.94453113844.015594471.9453113844.0150.0000.0000.000461.379464.55780594484.91123113859.242594484.9113113859.2420.0000.0000.000461.069465.08800594497.87783113874.469594497.8783113874.4690.0000.0000.000460.

35、759465.59820594510.84453113889.696594510.8453113889.6960.0000.0000.000460.449465.59840594523.81123113904.923594523.8113113904.9230.0000.0000.000460.139465.59860594536.77783113920.151594536.7783113920.1510.0000.0000.000459.829464.57880594549.74453113935.378594549.7453113935.3780.0000.0000.000459.5194

36、62900594562.71123113950.605594562.7113113950.6050.0000.0000.000459.209462920594575.67783113965.832594575.6783113965.8320.0000.0000.000458.899459.88940594588.64453113981.059594588.6453113981.0590.0000.0000.000458.589459.66960594601.61113113996.286594601.6113113996.2860.0000.0000.000458.279459.6698059

37、4614.57783114011.513594614.5783114011.5130.0000.0000.000457.969459.58ZYK1+995.179594624.41883114023.07594624.4193114023.0700.0000.0000.000457.734458.75K2+000.000594627.55553114026.731594627.5563114026.7310.0000.0000.000457.659458.75計算 數(shù)據(jù)測站點7 A坐標 X=594568.347 Y=3113924.049全站儀 型號GTS332后視點6 B坐標 X=59430

38、5.538 Y=3113695.844 后視點C坐標 XC= YC=理論距離 AB=348.061實測距離 AB=348.061 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k2+20k2+240測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值20594640

39、.80173114041.715594640.8023114041.7150.0000.0000.000458.85457.349QZK2+038.067594653.08613114054.962594653.0863114054.9620.0000.0000.000459.35457.06940594654.41833114056.363594654.4183114056.3630.0000.0000.000459.35457.03960594668.39683114070.666594668.3973114070.6660.0000.0000.000458.6456.7298059468

40、2.72853114084.615594682.7293114084.6150.0000.0000.000458.6456.419YZK2+80.954594683.4213114085.272594683.4213114085.2720.0000.0000.000458.6456.404100594697.24983114098.368594697.2503114098.3680.0000.0000.000457.35456.109120594711.77153114112.12594711.7723114112.1200.0000.0000.000452.15455.79914059472

41、6.29333114125.872594726.2933114125.8720.0000.0000.000450.35455.489160594740.8153114139.624594740.8153114139.6240.0000.0000.000449.06455.179180594755.33673114153.376594755.3373114153.3760.0000.0000.000452454.869200594769.85843114167.128594769.8583114167.1280.0000.0000.000453.75454.559220594784.380131

42、14180.88594784.3803114180.8800.0000.0000.000454.5454.249240594798.90193114194.633594798.9023114194.6330.0000.0000.000452.85453.939計算 數(shù)據(jù)測站點5 A坐標 X=594866.317 Y=3114187.535全站儀 型號后視點6 B坐標 X=594568.347 Y=3113924.049后視點C坐標 XC= YC=理論距離 AB=397.758實測距離 AB=397.758 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為

43、后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k2+260k2+500測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值260594813.42363114208.385594813.4243114208.3850.0000.0000.000453.629447.95280594827.94533114222.137594827.9453114222

44、.1370.0000.0000.000453.319449.97300594842.4673114235.889594842.4673114235.8890.0000.0000.000453.009450.57320594856.98873114249.641594856.9893114249.6410.0000.0000.000452.699451.32340594871.51053114263.393594871.5113114263.3930.0000.0000.000452.389452.25360594886.03223114277.145594886.0323114277.1450

45、.0000.0000.000452.079452380594900.55393114290.897594900.5543114290.8970.0000.0000.000451.76945207563114304.649594915.0763114304.6490.0000.0000.000451.459451.76420594929.59733114318.401594929.5973114318.4010.0000.0000.000451.1494491193114332.153594944.1193114332.1530.0000.00

46、00.000450.83944864083114345.905594958.6413114345.9050.0000.0000.000450.529448.15ZHK2+460.081594958.69923114345.961594958.6993114345.9610.0000.0000.000450.52844810183114359.721595973.1023114359.7210.0000.0000.000450.21944819013114373.915594987.1903114373.9150.00

47、00.0000.000449.219449.11計算 數(shù)據(jù)測站點5 A坐標 X=594866.317 Y=3114187.535全站儀 型號后視點6 B坐標 X=594568.347 Y=3113924.049后視點C坐標 XC= YC=理論距離 AB=397.758實測距離 AB=397.758 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁

48、 號 及 部 位k2+510.081k2+700測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值510.081594994.02383114381.325594994.0243114381.3250.0000.0000.000449.909449.25520595000.513114388.829595000.5103114388.8290.0000.0000.000449.753449.31540595012.8153114404.591595012.8153114404.5910.0000.0000.000449.5994

49、48.53543.752595015.00543114407.637595015.0053114407.6370.0000.0000.000449.289448.53560595024.04373114421.137595024.0443114421.1370.0000.0000.000449.231446.75577.423595032.9083114436.134595032.9083114436.1340.0000.0000.000448.979445.76580595034395595034.1453114438.3950.0000.0000.000448.7

50、09445.76600595043231595043.1893114456.2310.0000.0000.000448.669445.65620595051.57483114474.387595051.5753114474.3870.0000.0000.000448.359444.35627.423595054.61573114481.586595054.6163114481.5860.0000.0000.000448.049443.97640595059.7413114492.635595059.7413114492.6350.0000.0000.000447.93

51、444494313114510.885595067.9433114510.8850.0000.0000.000447.739446.55680595076.12523114529.135595076.1253114529.1350.0000.0000.000447.429447.25700595084.30723114547.384595084.3073114547.3840.0000.0000.000447.119446.95計算 數(shù)據(jù)測站點4 A坐標 X=595119.12 Y=3114538.25全站儀 型號后視點3 B坐標 X=595179.115 Y=311

52、4682.331后視點C坐標 XC= YC=理論距離 AB=156.073實測距離 AB=156.073 AC=測量： 記錄（計算）： 復核： 日期： 注：如測站點為已知點，則B點及點任意一點為后視點，如測站點為未知點即采用交會法測量時，則用上表中的圖式、數(shù)據(jù)與方法。施施工工放放線線測測量量記記錄錄表表承承建建單單位位： 合合同同號號：監(jiān)監(jiān)理理單單位位：編編 號號：工 程 部 位道路測量施 工 時 間樁 號 及 部 位k2+720k2+980測 量 時 間測 點 樁 號設(shè) 計 坐 標實 測 坐 標偏 差設(shè)計高程(m)實測高程(m)示意圖：XYXYXY偏差值720595092.489331145

53、65.634595092.4893114565.6340.0000.0000.000446.809446.45740595100.67143114583.884595100.6713114583.8840.0000.0000.000446.499444.75760595108.85343114602.134595108.8533114602.1340.0000.0000.000446.189440.71780595117.03553114620.383595117.0363114620.3830.0000.0000.000445.879439.44800595125.21763114638.633595125.2183114638.6330.0000.0000.000445.259434.95820595133.39963114656.883595133.4003114656.8830.0000.0000.000444.949434.95840595141.58173114675.133595141.5823114675.