逐 桩 坐 标 表 南县万元桥危桥改造工程 坐标 桩号 X(m) K0+000 K0+020 K0+040 K0+060 K0+080 K0+100 K0+120 K0+140 K0+160 K0+180 K0+200 K0+220 ZH K0+238.29 K0+240 K0+260 K0+280 HY K0+298.29 K0+300 K0+320 QZ K0+325.56 K0+340 YH K0+352.83 K0+360 K0+380 K0+400 HZ K0+412.83 K0+420 K0+440 K0+460 3928.6800 3931.7800 3934.8700 3937.9700 3941.0600 3944.1600 3947.2600 3950.3500 3953.4500 3956.5500 3959.6400 3962.7400 3965.5700 3965.8300 3968.7900 3971.0300 3971.8800 3971.8800 3970.8200 3970.1700 3967.7700 3964.7800 3962.7700 3956.1100 3948.4300 3943.2600 3940.3500 3932.2500 3924.1500

SⅢ-4. 第 1 页 坐标 桩号 Y(m) 4992.2400 4972.4800 4952.7200 4932.9600 4913.2000 4893.4500 4873.6900 4853.9300 4834.1700 4814.4100 4794.6500 4774.8900 4756.8200 4755.1300 4735.3500 4715.4800 4697.2100 4695.5100 4675.5400 4670.0200 4655.7800 4643.3100 4636.4300 4617.5700 4599.1100 4587.3700 4580.8100 4562.5300 4544.2400 K0+500 K0+520 ZH K0+535.37 K0+540 K0+560 K0+580 HY K0+585.37 K0+600 QZ K0+610.67 K0+620 YH K0+635.97 K0+640 K0+660 K0+680 HZ K0+685.97 K0+700 K0+720 K0+738.65

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2

页

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坐标 桩号 Y(m) 4507.6700 4489.3900 4475.3400 4471.1100 4452.7400 4434.0800 4429.0000 4414.9700 4404.6100 4395.4500 4379.6600 4375.6500 4355.7000 4335.7100 4329.7400 4315.7100 4295.7100 4277.0600

X(m) 3907.9400 3899.8300 3893.6000 3891.7300 3883.8100 3876.6100 3874.8900 3870.7300 3868.2200 3866.3900 3864.0600 3863.6300 3862.2700 3861.7400 3861.6500 3861.4400 3861.1500 3860.8700

X(m)

Y(m)

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SⅢ-4. .第 1 页 共 2 页 .复核：