施工放线控制点坐标一览表003Word文档下载推荐.docx
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337022.083
487003.835
K7+300
1114319
32.650
337020.648
487023.784
K7+320
1050254
52.065
337019.214
487043.732
K7+340
1020108
71.803
337017.780
487063.681
K7+360
1001758
91.654
337016.345
487083.629
K7+380
991132
111.559
337014.911
487103.578
K7+400
2740407
219.586
337013.476
487123.526
K7+420
2740352
199.586
337012.042
487143.475
K7+440
2740333
179.586
337010.608
487163.423
K7+460
2740308
159.585
337009.173
487183.372
K7+480
2740237
139.586
337007.739
487203.320
K7+500
2740156
119.586
337006.305
487223.269
K7+520
2740056
99.586
337004.870
487243.217
K7+540
2735929
79.586
337003.436
487263.166
K7+560
2735705
59.587
337002.002
487283.114
K7+580
2735208
39.586
337000.567
487303.063
K7+600
2733715
19.587
336999.133
487323.011
K7+620
1161643
0.447
336997.698
487342.960
K7+640
943507
20.414
336996.264
487362.908
K7+660
942103
40.414
336994.830
487382.857
K7+680
941622
60.414
336993.395
487402.805
K7+700
941357
80.414
336991.961
487422.754
K7+720
941231
100.414
336990.527
487442.702
K7+740
941134
120.414
336989.092
487462.651
K7+760
941053
140.414
336987.658
487482.599
K7+780
941021
160.414
336986.224
487502.548
技术负责人签字:
日期：
年月日
K7+800
2750004
64.823
336984.789
487522.496
K7+820
2752353
44.826
336983.355
487542.445
K7+840
2762554
24.835
336981.920
487562.393
K7+860
2855425
4.918
336980.486
487582.342
K7+880
901926
15.218
336979.052
487602.290
K7+900
922836
35.200
336977.617
487622.239
K7+920
930408
55.194
336976.183
487642.187
K7+940
932047
75.192
336974.749
487662.136
K7+960
933028
95.190
336973.314
487682.084
K7+980
933645
115.189
336971.880
487702.032
K8+000
2754633
67.303
336970.446
487721.981
K8+020
2762840
47.315
336969.011
487741.929
K8+040
2781230
27.344
336967.577
487761.878
K8+060
2890806
7.532
336966.142
487781.826
K8+080
852320
12.875
336964.708
487801.775
K8+100
975032
32.783
336963.274
487821.723
K8+120
915931
52.762
336961.839
487841.672
K8+140
923429
72.751
336960.405
487861.620
K8+155.075
925018
87.823
336959.324
487876.657
K8+160
925422
92.746
336958.971
487881.569
K8+180
2754632
103.776
336957.536
487901.517
K8+200
2761012
83.785
336956.098
487921.466
K8+220
2764828
63.802
336954.656
487941.414
K8+240
2780104
43.833
336953.207
487961.361
K8+240.075
2780130
43.759
336953.202
487961.436
K8+260
2811343
23.916
336951.750
487981.308
K8+280
3121602
4.746
336950.285
488001.254
K8+300
840155
16.524
336948.811
488021.200
K8+320
893748
36.380
336947.328
488041.145
K8+325.091
901156
41.456
336946.949
488046.222
K8+340
911639
56.337
336945.837
488061.089
K8+360
920408
76.317
336944.338
488081.033
K8+380
923203
96.304
336942.835
488100.976
K8+400
925029
116.296
336941.328
488120.919
K8+410.091
925734
126.385
336940.568
488130.982
K8+420
930331
136.291
336939.821
488140.863
K8+440
931314
156.287
336938.313
488160.806
K8+460
932045
176.283
336936.805
488180.749
K8+480
932642
196.281
336935.298
488200.692
K8+500
933135
216.279
336933.790
488220.635
K8+520
3000329
7.509
336932.283
488240.578
K8+540
802912
13.631
336930.775
488260.521
K8+560
884318
33.395
336929.267
488280.464
K8+580
904907
53.335
336927.760
488300.407
K8+600
914628
73.308
336926.252
488320.350
K8+620
921913
93.293
336924.745
488340.294
K8+640
924026
113.283
336923.237
488360.237
K8+660
925518
133.276
336921.729
488380.180
K8+680
930615
153.271
336920.222
488400.123
K8+694.754
931240
168.022
336919.110
488414.835
K8+538西
251633
20.233
336946.818
488255.716
K8+538
350339
21.983
336946.516
488259.705
K8+538东
431219
24.272
336946.214
488263.694
K8+606西
802409
78.541
336941.617
488324.519
K8+606
805436
81.457
336941.391
488327.511
K8+606东
812257
84.379
336941.165
488330.503
K8+540
K8+680
442300
23.486
336995.933
487603.499
边沟中线
K7+978
2854043
93.544
336988.952
487698.879
631347
37.680
336980.645
487822.583
740302
56.139
336979.099
487842.748
K8+187.430
121.944
336973.476
487910.491
K8+261.570
3151617
29.412
336967.989
487984.067
K8+290.250
224527
20.438
336965.940
488012.672
r"
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uJ：
IL'
**■'
1
Z—-■昭/口艸
”"
〕8〔1〕6
Y=d"
-'
1-:
，J-VEJR土％煮
『711r—门.«
Jiril*-J-*
-=TIIII
由于通讯管线施工与道路边沟重叠，造成边沟向北移，经
施工单位、建设单位与设计单位协商，水南路改扩建工程第五合同段道路北侧边沟施工沿通讯管线北侧砌筑。
根据此洽商，我方（施工单位）进行了边沟中线的放样工作，并由此得出变更后的
边沟中线坐标，现已完成。
设计单位：
监理单位:
施工单位：
3093356
32.770
336949.395
488221.815
644110
38.239
336944.872
488281.644
875401
169.052
336934.716
488416.015
放线示意图及其计算
W〔1〕6
X=336947.093
Y=488004.766
350
41
02
68.923
337040.088
486924.923
非机动车道中线
278
13
49
185.292
337005.663
487403.688
280
53
58
129.564
336971.592
487877.539
281
10
01
124.676
336971.239
487882.451
282
30
33
104.854
336969.804
487902.401
284
37
38
84.240
336968.366
487923.256
287
36
50
65.535
336966.924
487942.303
293
22
46.352
336965.477
487962.216
21
45
46.348
336965.472
487962.218
306
52
39
28.202
336964.017
487982.207
25
27
15.677
336962.552
488002.158
51
07
12
22.279
336961.077
488022.109
71
28
06
39.332
336959.594
488042.059
74
07.
44.073
336959.215
488047.139
279
04
187.417
336958.103
488062.009
167.492
336956.603
488081.956
147.588
336955.100
488101.902
19
15
127.716
336953.593
488121.846
55
11
117.706
336952.833
488131.909
69
14
36.698
336941.532
488281.391
89
168.709
336931.375
488415.762
方位
角
337015.552
486923.159
336979.693
487421.872
336965.349
487621.357
336951.006
487820.841
336940.934
487960.550
336934.682
4880
升级会员 