测量放样坐标、方位角计算表

1、大大垭垭2 2号号隧隧道道出出口口洞洞门门放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )XYxy后视点NH13311558.097149619.8510 测站DY13311546.110149527.59711.98792.25493.03093.03082.596764580前 视点K3+7323311511.478149553.110-34.63225.51343.01543.015503.6215734861.024808906 61 1 K3+7323311508.200149549.334-37.9

2、1021.73743.69943.699510.1705598467.573795266 67 7 K3+7323311514.756149556.885-31.35429.28842.90642.906496.9509098754.354145295 54 4 K3+7443311520.709149545.443-25.40117.84631.04431.044504.9089156262.312151046 62 2 K3+7443311517.599149541.528-28.51113.93131.73331.733513.9587884871.362023907 71 1 K3+7

3、443311523.819149549.359-22.29121.76231.15231.152495.6890110253.092246445 53 3 计算：复核：备注0 01 1 2929 中3434 2626 左5m2121 1515 右5m1818 4444 中2121 4343 左5m5 5 3232 右5m日期：大大垭垭2 2号号隧隧道道出出口口洞洞门门放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )大大垭垭2 2号号隧隧道道洞洞身身开开挖挖中中线线放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分

4、/ /秒秒) )XYxy后视点NH13311558.097149619.8510 测站DY13311546.110149527.59711.98792.25493.03093.03082.596764580前 视点K3+7323311511.478149553.110-34.63225.51343.01543.015503.6215734861.024808906 61 1 K3+7303311509.973149554.426-36.13726.82945.00845.008503.4089424660.812177886 60 0 K3+7203311502.591149561.171-4

5、3.51933.57454.96554.965502.3504439759.753679395 59 9 K3+7103311495.459149568.180-50.65140.58364.90464.904501.2970822958.700317715 58 8 K3+7003311488.587149575.444-57.52347.84774.82274.822500.2468044457.650039865 57 7 K3+6903311481.983149582.953-64.12755.35684.71484.714499.1985228156.601758235 56 6 K

6、3+6803311475.657149590.697-70.45363.10094.57994.579498.1516074355.554842855 55 5 K3+6703311469.616149598.665-76.49471.068104.413104.413497.1056681554.508903575 54 4 K3+6603311463.869149606.848-82.24179.251114.212114.212496.0604504653.463685885 53 3 K3+6503311458.424149615.235-87.68687.638123.973123.

7、973495.0157812552.419016675 52 2 K3+6403311453.287149623.811-92.82396.214133.691133.691493.9722308451.375466265 51 1 K3+6303311448.449149632.563-97.661104.966143.372143.372492.9352659750.338501395 50 0 K3+6203311443.883149641.459-102.227113.862153.019153.019491.9178244949.321059914 49 9 K3+618331144

8、3.000149643.253-103.110115.656154.946154.946491.7178108749.121046294 49 9 计算：复核：备注0 01 1 29294848 44444545 13134242 1 13939 0 03636 6 63333 17173030 32322727 49492525 8 82222 32322020 19191919 16167 7 1616日期：大大垭垭2 2号号隧隧道道洞洞身身开开挖挖中中线线放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )大大垭垭2 2号号隧隧道道出出口口截截水水天天沟沟放放样样计计算算表表

9、点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )XYxy后视点NH13311558.097149619.8510 测站DY13311546.110149527.59711.98792.25493.03093.03082.596764580前 视点K3+7203311502.591149561.171-43.51933.57454.96554.965502.3504439759.753679395 59 9 K3+7203311495.712149553.913-50.39826.31656.85556.855512.4280878

10、169.831323236 69 9 K3+7203311509.469149568.430-36.64140.83354.86254.862491.9027288749.305964294 49 9 计算：复核：备注0 04545 1313 中4949 5353 左10m1818 2121 右10m日期：大大垭垭2 2号号隧隧道道出出口口截截水水天天沟沟放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )大大垭垭1 1号号隧隧道道出出口口截截水水天天沟沟放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒)

11、 )XYxy后视点DY23311164.680149996.0230 测站DY33311334.695150107.482-170.015-111.459203.294203.294-146.751739860前 视点K3+1103311129.643150021.922-205.052-85.561222.187222.187202.64896034349.400700213 34 49 9 K3+1103311124.098150013.599-210.597-93.883230.575230.575204.02700892350.778748783 35 50 0 K3+11033111

12、35.188150030.244-199.507-77.239213.937213.937201.16371506347.915454923 34 47 7 计算：复核：备注0 02424 3 3 中4646 4444 左10m5454 5656 右10m日期：大大垭垭1 1号号隧隧道道出出口口截截水水天天沟沟放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )大大垭垭1 1号号隧隧道道线线路路中中线线放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )XYxy后视点DY33311334.6951501

13、07.4820 测站DY23311164.680149996.023170.015111.459203.294203.29433.248260140前 视点K3+1273311143.791150012.496-20.89016.47326.60326.603501.74169442108.493434281 10 08 8 K3+1253311142.126150013.605-22.55417.58228.59728.597502.06198159108.813721451 10 08 8 K3+1203311137.965150016.377-26.71520.35433.58533.5

14、85502.69624331109.447983171 10 09 9 K3+1153311133.804150019.149-30.87623.12638.57738.577503.16642216109.918162031 10 09 9 K3+1103311129.643150021.922-35.03725.89943.57043.570503.52885266110.280592521 11 10 0 K3+1053311125.482150024.694-39.19828.67148.56548.565503.81674403110.568483891 11 10 0 K3+100

15、3311129.643150021.922-35.03725.89943.57043.570503.52885266110.280592521 11 10 0 K3+953311117.160150030.238-47.52034.21658.55758.557504.24516594110.996905811 11 10 0 K3+903311112.999150033.011-51.68136.98863.55463.554504.40885431111.160594181 11 11 1 K3+853311108.838150035.783-55.84239.76068.55168.55

16、1504.54867776111.300417621 11 11 1 K3+803311104.677150038.555-60.00342.53373.54973.549504.66949939111.421239251 11 11 1 K3+753311100.516150041.328-64.16445.30578.54778.547504.77494534111.526685211 11 11 1 K3+703311096.355150044.100-68.32548.07783.54583.545504.86777449111.619514351 11 11 1 K3+6533110

17、92.194150046.872-72.48650.85088.54488.544504.95012302111.701862891 11 11 1 K3+603311088.033150049.645-76.64753.62293.54293.542505.02367075111.775410611 11 11 1 K3+553311083.872150052.417-80.80856.39498.54198.541505.08975673111.841496601 11 11 1 K3+503311079.711150055.189-84.97059.167103.540103.54050

18、5901201411 11 11 1 K3+453311075.550150057.962-89.13161.939108.539108.539505.20366674111.955406601 11 11 1 K3+403311071.389150060.734-93.29264.711113.538113.538505.25309866112.004838521 11 12 2 K3+353311067.228150063.506-97.45367.484118.537118.537505.29836114112.050101011 11 12 2 K3+3033

19、11063.066150066.279-101.61470.256123.536123.536505.33996032112.091700181 11 12 2 K3+253311058.905150069.051-105.77573.028128.536128.536505.37832358112.130063451 11 12 2 K3+203311054.744150071.823-109.93675.800133.535133.535505.41381434112.165554201 11 12 2 K3+153311050.583150074.596-114.09778.573138

20、.534138.534505.44674354112.198483411 11 12 2 K3+103311046.422150077.368-118.25881.345143.534143.534505.47737884112.229118711 11 12 2 计算：复核：备注0 02929 36364848 49492626 53535555 5 51616 50503434 7 71616 50505959 49499 9 38381818 2 22525 16163131 36363737 10104242 7 74646 31315050 29295454 4 45757 1919

21、0 0 17173 3 0 05 5 30307 7 48489 9 56561111 55551313 4545日期：大大垭垭1 1号号隧隧道道线线路路中中线线放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )两两桥桥间间路路基基中中线线放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )XYxy后视点DY23311164.669149996.0230 测站A33311309.147149877.276-144.478118.747187.015187.015140.5831788701338.20

22、4前 视点K3+2803311270.895149927.334-38.25250.05863.00063.000487.38510541346.801926543 34 46 6 K3+2903311278.977149921.446-30.16944.16953.49053.490484.33452224343.751343373 34 43 3 K3+3003311286.926149915.378-22.22138.10244.10844.108480.25051482339.667335953 33 39 9 K3+3103311294.707149909.097-14.44031.

23、82134.94434.944474.40818632333.825007453 33 33 3 K3+3203311302.287149902.576-6.85925.30026.21426.214465.16954781324.586368953 32 24 4 K3+3303311309.645149895.8050.49818.52918.53518.535448.45908099307.875902133 30 07 7 K3+3403311316.773149888.7927.62711.51613.81213.812416.48475363275.901574772 27 75

24、5 K3+3503311323.664149881.54514.5174.26915.13215.132376.38795075235.804771892 23 35 5 K3+3603311330.309149874.07321.162-3.20321.40321.403351.39359849210.810419632 21 10 0 K3+3703311336.701149866.38427.555-10.89229.62929.629338.43100722197.847828361 19 97 7 K3+3803311342.834149858.48533.687-18.79138.

25、57338.573330.84730220190.264123341 19 90 0 K3+3903311348.700149850.38739.553-26.88947.82747.827325.79146340185.208284531 18 85 5 K3+4003311354.292149842.09845.146-35.17857.23357.233322.07393881181.490759951 18 81 1 计算：复核：备注0 04848 7 74545 5 54040 2 24949 30303535 11115252 33335454 6 64848 17174848 3

26、8385050 52521515 51511212 30302929 2727日期：两两桥桥间间路路基基中中线线放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )1338.204放放样样计计算算表表点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )XYxy后视点DY3341471.4050487230.18750 测站DY2341479.8738487242.5681-8.469-12.38115.00015.000-124.373608450前 视点K1+498.966 341505.6882487224.90992

27、5.814-17.65831.27631.276-34.3738673989.999741068 89 9 K1+550.000 341598.1300487161.6700118.256-80.898143.280143.280-34.3757121489.997896318 89 9 K1+267.593 341654.8500487120.6800174.976-121.888213.245213.245-34.8609984689.512609998 89 9 K1+116.261 341754.7200487007.9300274.846-234.638361.380361.380-

28、40.4876147483.885993718 83 3 K0+964.928 341811.8000486868.5500331.926-374.018500.065500.065-48.4122187075.961389757 75 5 K0+894.928 341823.5430486799.5600343.669-443.008560.682560.682-52.1970210172.176587447 72 2 K0+799.998 341837.0400486705.5900357.166-536.978644.913644.913-56.3704889968.003119466

29、68 8 341469.7761487233.1145-10.098-9.45413.83213.832223.11312448347.486732933 34 47 7 347.49000000347.490000003 34 47 7 94.930070.000060.618138.6846151.333084.231计算：复核：备注0 05959 5959 左4.0m5959 5252 左4.0m3030 4545 左4.0m5353 1010 左4.0m5757 4141 左4.0m1010 3636 左4.0m0 0 11112929 12122929 242413054.516.5

30、65.5266.5日期：放放样样计计算算表表拨拨角角( (度度/ /分分/ /秒秒) )路路基基中中心心线线放放样样点号坐标（m）坐标增量（m）平平距距（m m）拨拨角角( (度度/ /分分/ /秒秒) )备注XYxy后视点DY33311334.695150107.4820 0 0测站DY23311164.680149996.023170.015111.459203.294203.294前 视点K3+2803311270.895149927.334106.215-68.689126.490126.4902 29 93 3 5151 4040K3+2903311278.977149921.446

31、114.297-74.577136.475136.4752 29 93 3 3737 4040K3+3003311286.926149915.378122.246-80.645146.450146.4502 29 93 3 2020 2121K3+3103311294.707149909.097130.026-86.926156.406156.4062 29 92 2 5959 1717K3+3203311302.287149902.576137.607-93.447166.337166.3372 29 92 2 3434 1919K3+3303311309.645149895.805144.

32、965-100.218176.234176.2342 29 92 2 5 5 4141K3+3403311316.773149888.792152.093-107.231186.093186.0932 29 91 1 3333 6060K3+3503311323.664149881.545158.983-114.477195.910195.9102 29 90 0 5959 4444K3+3603311330.309149874.073165.628-121.950205.681205.6812 29 90 0 2323 1717K3+3703311336.701149866.384172.0

33、21-129.639215.401215.4012 28 89 9 4444 5757计算：复核：日期：1#1#桥桥梁梁桩桩基基础础放放样样点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )备注XYxy后视点DY33311334.687150107.4980 0 0测站DY23311164.671149996.023170.015111.475203.302203.30233.251803900前 视点K3+1773311183.904149982.52519.233-13.49823.49723.497324.9382063329

34、1.686402432 29 91 1 4141 1111 1-a 2.0mK3+1773311186.898149987.01922.227-9.00423.98123.981337.94753548304.695731583 30 04 4 4141 4545 1-b 2.0mK3+2123311213.142149963.28648.471-32.73858.49158.491325.96460092292.712797022 29 92 2 4242 4646 2-a 2.2mK3+2123311215.914149967.44751.243-28.57758.67358.673330

35、.85309404297.601290142 29 97 7 3636 5 5 2-b 2.2mK3+3203311242.268149943.88077.597-52.14493.49093.490326.09969722292.847893322 29 92 2 5050 5252 3-a 2.2mK3+3303311245.042149948.04080.371-47.98493.60593.605329.16163852295.909834622 29 95 5 5454 3535 3-b 2.2m计算：复核：日期：2#2#桥桥梁梁桩桩基基础础放放样样点号坐标（m）坐标增量（m）平平距

36、距（m m）拨拨角角( (度度/ /分分/ /秒秒) )备注XYxy后视点DY23311164.671149996.0230 0 0测站A33311309.147149877.276-144.475118.747187.013187.013前 视点K3+399.73311352.076149841.01142.930-36.26556.19756.1971 17 79 9 1313 4141 1-a 1.6mK3+399.73311356.600149843.96147.453-33.31557.98057.9801 18 84 4 2020 4646 1-b 1.6mK3+432.65331

37、1368.400149812.72759.253-64.54987.62287.6221 17 71 1 5858 5 5 2-a-a 2.0mK3+432.653311373.229149815.14564.083-62.13189.25789.2571 17 75 5 1818 1212 2-a-b 2.0mK3+437.153311370.415149808.70461.269-68.57291.95691.9561 17 71 1 1111 5353 2-b-a 2.0mK3+437.153311375.243149811.12166.096-66.15593.51693.5161 1

38、7 74 4 2323 3232 2-b-b 2.0mK3+467.753311382.737149780.88473.590-96.392121.272121.2721 16 66 6 4646 3838 3-a-a 2.0mK3+467.753311387.716149782.97478.570-94.302122.744122.7441 16 69 9 1313 3 3 3-a-b 2.0mK3+472.253311384.478149776.73575.332-100.541125.632125.6321 16 66 6 1515 3737 3-b-a 2.0mK3+472.25331

39、1389.458149778.82480.311-98.452127.054127.0541 16 68 8 3737 2222 3-b-b 2.0mK3+5053311396.928149746.47887.782-130.798157.523157.5231 16 63 3 1717 3 3 4-a 2.0mK3+5053311401.747149748.43392.600-128.843158.667158.6671 16 65 5 7 7 2121 4-b 2.0m计算：复核：日期：2#2#桥桥梁梁桩桩基基础础放放样样点号坐标（m）坐标增量（m）平平距距（m m）拨拨角角( (度度/

40、/分分/ /秒秒) )备注XYxy后视点DY23311164.671149996.0230 0 0测站A23311412.363149722.450-247.691273.573369.044369.044前 视点K3+399.73311352.076149841.011-60.286118.561133.008133.0083 34 44 4 4747 4242 1-a 1.6mK3+399.73311356.600149843.961-55.763121.511133.695133.6953 34 42 2 2929 3737 1-b 1.6mK3+432.653311368.400149

41、812.727-43.96390.277100.412100.4123 34 43 3 4848 2828 2-a-a 2.0mK3+432.653311373.229149815.145-39.13492.695100.617100.6173 34 40 0 4343 5151 2-a-b 2.0mK3+437.153311370.415149808.704-41.94886.25495.91395.9133 34 43 3 4646 3939 2-b-a 2.0mK3+437.153311375.243149811.121-37.12088.67196.12796.1273 34 40 0

42、 3333 2828 2-b-b 2.0mK3+467.753311382.737149780.884-29.62658.43465.51565.5153 34 44 4 4343 3939 3-a-a 2.0mK3+467.753311387.716149782.974-24.64760.52465.35065.3503 33 39 9 5959 6060 3-a-b 2.0mK3+472.253311384.478149776.735-27.88554.28561.02861.0283 34 45 5 1 1 5151 3-b-a 2.0mK3+472.253311389.45814977

43、8.824-22.90556.37460.84960.8493 33 39 9 5757 1818 3-b-b 2.0mK3+5053311396.928149746.478-15.43524.02828.55928.5593 35 50 0 3333 2727 4-a 2.0mK3+5053311401.747149748.433-10.61625.98328.06828.0683 34 40 0 3 3 5959 4-b 2.0m计算：复核：日期：2#2#隧隧道道中中线线放放样样点号坐标（m）坐标增量（m）平平距距（m m）方位角(度)拨角(度)拨拨角角( (度度/ /分分/ /秒秒) )

44、XYxy后视点DY23311164.671149996.0230测站A13311445.308149642.845-280.637353.178451.101451.101128.470793290前视点K3+730 3311509.973149554.42664.665-88.419109.542109.542306708816241 17 77 7K3+725 3311506.251149557.76560.943-85.080104.655104.655305.61411684177.143323551 17 77 7K3+720 3311502.5911495

45、61.17157.283-81.67499.75999.759305.04424844176.573455151 17 76 6K3+715 3311498.993149564.64353.685-78.20294.85594.855304.46931821175.998524931 17 75 5K3+710 3311495.459149568.18050.151-74.66589.94489.944303.88848871175.417695421 17 75 5K3+705 3311491.990149571.78146.682-71.06485.02585.025303.30072701174.829933721 17 74 4K3+700 3311488.587149575.44443.279-67.40180.10080.100302.70474419174.233950901 17 74 4K3+695 3311485.251149579.16839.943-63.67775.16775.167302.09891077173.628117481 17 73 3K3+690 3311481.983149582.9