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+    "cumulative_m3": -14416.31
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+   },
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+    "cumulative_m3": -16390.62
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+   },
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+   },
+   {
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+   },
+   {
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+    "bench_m": 7.4254,
+    "pipe_length_m": null,
+    "cumulative_m3": -17570.74
+   },
+   {
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+    "mode": "right_cut",
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+    "cut_rock_m2": 1.4625,
+    "ditch_m2": 0.1485,
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+    "pipe_length_m": null,
+    "cumulative_m3": -17570.7
+   }
+  ],
+  "final_cumulative_m3": -17570.7,
+  "pipe_lengths": {
+   "pipe:p35100": 7.9
+  },
+  "warnings": [
+   "chainage 1080.0m: 인접 직선이 짧아 종단곡선 길이를 0.1m(반경 1m)로 줄였습니다.",
+   "chainage 340.0m: 인접 직선이 짧아 종단곡선 길이를 9.9m(반경 26m)로 줄였습니다.",
+   "chainage 351.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 25m)로 줄였습니다.",
+   "chainage 360.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 231m)로 줄였습니다.",
+   "종단기울기 56.60%가 기준 14.00%를 초과하는 구간이 34개 있습니다."
+  ],
+  "violations": 34
+ },
+ "server_save": {
+  "station_count": 57,
+  "stations": [
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+   },
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+   },
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+   }
+  ],
+  "final_cumulative_m3": -17570.7,
+  "pipe_lengths": {
+   "pipe:p35100": 7.9
+  },
+  "warnings": [
+   "chainage 1080.0m: 인접 직선이 짧아 종단곡선 길이를 0.1m(반경 1m)로 줄였습니다.",
+   "chainage 340.0m: 인접 직선이 짧아 종단곡선 길이를 9.9m(반경 26m)로 줄였습니다.",
+   "chainage 351.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 25m)로 줄였습니다.",
+   "chainage 360.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 231m)로 줄였습니다.",
+   "종단기울기 56.60%가 기준 14.00%를 초과하는 구간이 34개 있습니다."
+  ],
+  "violations": 34
+ },
+ "server_route": {
+  "station_count": 57,
+  "stations": [
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+    "bench_m": 0.2585,
+    "pipe_length_m": null,
+    "cumulative_m3": 0.0
+   },
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+    "cumulative_m3": -34.67
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+    "pipe_length_m": null,
+    "cumulative_m3": -8721.71
+   },
+   {
+    "key": "grid:40",
+    "chainage_m": 800.0,
+    "x": 208955.504,
+    "y": 367914.459,
+    "plan_z": 845.021,
+    "mode": "right_cut",
+    "cut_m2": 3.553,
+    "fill_m2": 165.8918,
+    "cut_soil_m2": 1.648,
+    "cut_rock_m2": 1.905,
+    "ditch_m2": 0.1485,
+    "bench_m": 61.8523,
+    "pipe_length_m": null,
+    "cumulative_m3": -10386.76
+   },
+   {
+    "key": "grid:41",
+    "chainage_m": 820.0,
+    "x": 208974.68,
+    "y": 367918.464,
+    "plan_z": 836.782,
+    "mode": "right_cut",
+    "cut_m2": 4.5359,
+    "fill_m2": 32.2765,
+    "cut_soil_m2": 1.7855,
+    "cut_rock_m2": 2.7504,
+    "ditch_m2": 0.1485,
+    "bench_m": 24.8227,
+    "pipe_length_m": null,
+    "cumulative_m3": -12283.3
+   },
+   {
+    "key": "grid:42",
+    "chainage_m": 840.0,
+    "x": 208987.463,
+    "y": 367903.617,
+    "plan_z": 832.837,
+    "mode": "right_cut",
+    "cut_m2": 7.8689,
+    "fill_m2": 65.5585,
+    "cut_soil_m2": 2.0166,
+    "cut_rock_m2": 5.8522,
+    "ditch_m2": 0.1485,
+    "bench_m": 45.0734,
+    "pipe_length_m": null,
+    "cumulative_m3": -13127.21
+   },
+   {
+    "key": "grid:43",
+    "chainage_m": 860.0,
+    "x": 208997.237,
+    "y": 367886.35,
+    "plan_z": 837.913,
+    "mode": "right_cut",
+    "cut_m2": 5.9144,
+    "fill_m2": 78.3957,
+    "cut_soil_m2": 1.8084,
+    "cut_rock_m2": 4.1061,
+    "ditch_m2": 0.1485,
+    "bench_m": 41.1994,
+    "pipe_length_m": null,
+    "cumulative_m3": -14416.32
+   },
+   {
+    "key": "grid:44",
+    "chainage_m": 880.0,
+    "x": 208991.557,
+    "y": 367867.339,
+    "plan_z": 842.238,
+    "mode": "right_cut",
+    "cut_m2": 3.2249,
+    "fill_m2": 18.266,
+    "cut_soil_m2": 1.4875,
+    "cut_rock_m2": 1.7374,
+    "ditch_m2": 0.1485,
+    "bench_m": 21.0065,
+    "pipe_length_m": null,
+    "cumulative_m3": -15285.19
+   },
+   {
+    "key": "grid:45",
+    "chainage_m": 900.0,
+    "x": 208985.638,
+    "y": 367848.305,
+    "plan_z": 837.704,
+    "mode": "right_cut",
+    "cut_m2": 5.7793,
+    "fill_m2": 4.2179,
+    "cut_soil_m2": 2.0459,
+    "cut_rock_m2": 3.7334,
+    "ditch_m2": 0.1485,
+    "bench_m": 10.5236,
+    "pipe_length_m": null,
+    "cumulative_m3": -15414.5
+   },
+   {
+    "key": "grid:46",
+    "chainage_m": 920.0,
+    "x": 208988.457,
+    "y": 367828.573,
+    "plan_z": 830.709,
+    "mode": "right_cut",
+    "cut_m2": 6.3215,
+    "fill_m2": 2.1166,
+    "cut_soil_m2": 1.7832,
+    "cut_rock_m2": 4.5383,
+    "ditch_m2": 0.1485,
+    "bench_m": 1.8142,
+    "pipe_length_m": null,
+    "cumulative_m3": -15347.01
+   },
+   {
+    "key": "grid:47",
+    "chainage_m": 940.0,
+    "x": 208992.601,
+    "y": 367809.023,
+    "plan_z": 828.562,
+    "mode": "right_cut",
+    "cut_m2": 10.0655,
+    "fill_m2": 9.5848,
+    "cut_soil_m2": 2.95,
+    "cut_rock_m2": 7.1156,
+    "ditch_m2": 0.1485,
+    "bench_m": 10.9689,
+    "pipe_length_m": null,
+    "cumulative_m3": -15285.66
+   },
+   {
+    "key": "grid:48",
+    "chainage_m": 960.0,
+    "x": 209003.941,
+    "y": 367792.568,
+    "plan_z": 824.588,
+    "mode": "right_cut",
+    "cut_m2": 6.8937,
+    "fill_m2": 5.6395,
+    "cut_soil_m2": 1.8776,
+    "cut_rock_m2": 5.0161,
+    "ditch_m2": 0.1485,
+    "bench_m": 6.5902,
+    "pipe_length_m": null,
+    "cumulative_m3": -15253.12
+   },
+   {
+    "key": "grid:49",
+    "chainage_m": 980.0,
+    "x": 209015.508,
+    "y": 367776.252,
+    "plan_z": 829.999,
+    "mode": "right_cut",
+    "cut_m2": 4.0045,
+    "fill_m2": 12.9891,
+    "cut_soil_m2": 1.6287,
+    "cut_rock_m2": 2.3758,
+    "ditch_m2": 0.1485,
+    "bench_m": 17.6026,
+    "pipe_length_m": null,
+    "cumulative_m3": -15321.74
+   },
+   {
+    "key": "grid:50",
+    "chainage_m": 1000.0,
+    "x": 209026.767,
+    "y": 367759.754,
+    "plan_z": 831.228,
+    "mode": "right_cut",
+    "cut_m2": 3.8794,
+    "fill_m2": 102.2261,
+    "cut_soil_m2": 1.6104,
+    "cut_rock_m2": 2.2691,
+    "ditch_m2": 0.1485,
+    "bench_m": 53.9787,
+    "pipe_length_m": null,
+    "cumulative_m3": -16390.62
+   },
+   {
+    "key": "grid:51",
+    "chainage_m": 1020.0,
+    "x": 209029.851,
+    "y": 367740.02,
+    "plan_z": 834.234,
+    "mode": "right_cut",
+    "cut_m2": 4.7418,
+    "fill_m2": 7.6696,
+    "cut_soil_m2": 1.7901,
+    "cut_rock_m2": 2.9517,
+    "ditch_m2": 0.1485,
+    "bench_m": 17.7494,
+    "pipe_length_m": null,
+    "cumulative_m3": -17398.15
+   },
+   {
+    "key": "grid:52",
+    "chainage_m": 1040.0,
+    "x": 209032.587,
+    "y": 367720.208,
+    "plan_z": 829.838,
+    "mode": "right_cut",
+    "cut_m2": 3.1273,
+    "fill_m2": 12.2278,
+    "cut_soil_m2": 1.6009,
+    "cut_rock_m2": 1.5264,
+    "ditch_m2": 0.1485,
+    "bench_m": 19.3773,
+    "pipe_length_m": null,
+    "cumulative_m3": -17514.44
+   },
+   {
+    "key": "grid:53",
+    "chainage_m": 1060.0,
+    "x": 209035.323,
+    "y": 367700.396,
+    "plan_z": 826.462,
+    "mode": "right_cut",
+    "cut_m2": 1.634,
+    "fill_m2": 0.0801,
+    "cut_soil_m2": 1.0294,
+    "cut_rock_m2": 0.6045,
+    "ditch_m2": 0.1485,
+    "bench_m": 0.0,
+    "pipe_length_m": null,
+    "cumulative_m3": -17589.02
+   },
+   {
+    "key": "grid:54",
+    "chainage_m": 1080.0,
+    "x": 209038.058,
+    "y": 367680.584,
+    "plan_z": 832.994,
+    "mode": "right_cut",
+    "cut_m2": 2.9214,
+    "fill_m2": 2.7553,
+    "cut_soil_m2": 1.3994,
+    "cut_rock_m2": 1.522,
+    "ditch_m2": 0.1485,
+    "bench_m": 7.4254,
+    "pipe_length_m": null,
+    "cumulative_m3": -17570.74
+   },
+   {
+    "key": "end:EP",
+    "chainage_m": 1080.16,
+    "x": 209038.08,
+    "y": 367680.426,
+    "plan_z": 833.018,
+    "mode": "right_cut",
+    "cut_m2": 2.8601,
+    "fill_m2": 2.7959,
+    "cut_soil_m2": 1.3976,
+    "cut_rock_m2": 1.4625,
+    "ditch_m2": 0.1485,
+    "bench_m": 7.5034,
+    "pipe_length_m": null,
+    "cumulative_m3": -17570.7
+   }
+  ],
+  "final_cumulative_m3": -17570.7,
+  "pipe_lengths": {
+   "pipe:p35100": 7.9
+  },
+  "warnings": [
+   "100.0m: 종단곡선 R 57m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1000.0m: 종단곡선 R 73m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1020.0m: 종단곡선 R 31m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1060.0m: 종단곡선 R 25m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1080.0m: 종단곡선 R 1m · L 0.1m — 법정 최소 R 100m · L 20m 미달",
+   "140.0m: 종단곡선 R 53m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "20.0m: 종단곡선 R 205m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "200.0m: 종단곡선 R 154m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "220.0m: 종단곡선 R 285m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "240.0m: 종단곡선 R 61m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "260.0m: 종단곡선 R 24m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "280.0m: 종단곡선 R 21m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "300.0m: 종단곡선 R 196m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "320.0m: 종단곡선 R 118m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "340.0m: 종단곡선 R 26m · L 9.9m — 법정 최소 R 100m · L 20m 미달",
+   "351.0m: 종단곡선 R 25m · L 8.1m — 법정 최소 R 100m · L 20m 미달",
+   "40.0m: 종단곡선 R 55m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "400.0m: 종단곡선 R 105m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "420.0m: 종단곡선 R 100m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "440.0m: 종단곡선 R 117m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "460.0m: 종단곡선 R 48m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "480.0m: 종단곡선 R 46m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "520.0m: 종단곡선 R 24m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "540.0m: 종단곡선 R 41m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "560.0m: 종단곡선 R 53m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "580.0m: 종단곡선 R 123m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "600.0m: 종단곡선 R 40m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "620.0m: 종단곡선 R 88m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "640.0m: 종단곡선 R 147m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "660.0m: 종단곡선 R 28m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "680.0m: 종단곡선 R 14m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "700.0m: 종단곡선 R 49m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "720.0m: 종단곡선 R 38m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "740.0m: 종단곡선 R 55m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "760.0m: 종단곡선 R 36m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "780.0m: 종단곡선 R 54m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "80.0m: 종단곡선 R 58m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "800.0m: 종단곡선 R 13m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "820.0m: 종단곡선 R 45m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "840.0m: 종단곡선 R 29m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "880.0m: 종단곡선 R 29m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "900.0m: 종단곡선 R 115m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "920.0m: 종단곡선 R 44m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "940.0m: 종단곡선 R 66m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "960.0m: 종단곡선 R 23m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "980.0m: 종단곡선 R 42m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "chainage 1080.0m: 인접 직선이 짧아 종단곡선 길이를 0.1m(반경 1m)로 줄였습니다.",
+   "chainage 340.0m: 인접 직선이 짧아 종단곡선 길이를 9.9m(반경 26m)로 줄였습니다.",
+   "chainage 351.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 25m)로 줄였습니다.",
+   "chainage 360.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 231m)로 줄였습니다.",
+   "종단기울기 56.60%가 기준 14.00%를 초과하는 구간이 34개 있습니다."
+  ],
+  "violations": 34
+ },
+ "browser": {
+  "station_count": 57,
+  "stations": [
+   {
+    "key": "end:BP",
+    "chainage_m": 0.0,
+    "x": 208403.2,
+    "y": 367920.751,
+    "plan_z": 879.138,
+    "mode": "right_cut",
+    "cut_m2": 0.2452,
+    "fill_m2": 0.0994,
+    "cut_soil_m2": 0.2452,
+    "cut_rock_m2": 0.0,
+    "ditch_m2": 0.1485,
+    "bench_m": 0.2585,
+    "pipe_length_m": null,
+    "cumulative_m3": 0.0
+   },
+   {
+    "key": "grid:1",
+    "chainage_m": 20.0,
+    "x": 208404.046,
+    "y": 367900.769,
+    "plan_z": 871.925,
+    "mode": "right_cut",
+    "cut_m2": 2.9977,
+    "fill_m2": 6.6938,
+    "cut_soil_m2": 1.4551,
+    "cut_rock_m2": 1.5426,
+    "ditch_m2": 0.1485,
+    "bench_m": 10.6472,
+    "pipe_length_m": null,
+    "cumulative_m3": -34.66
+   },
+   {
+    "key": "grid:2",
+    "chainage_m": 40.0,
+    "x": 208404.891,
+    "y": 367880.787,
+    "plan_z": 866.413,
+    "mode": "right_cut",
+    "cut_m2": 3.6196,
+    "fill_m2": 3.1257,
+    "cut_soil_m2": 1.539,
+    "cut_rock_m2": 2.0806,
+    "ditch_m2": 0.1485,
+    "bench_m": 6.2804,
+    "pipe_length_m": null,
+    "cumulative_m3": -63.7
+   },
+   {
+    "key": "grid:3",
+    "chainage_m": 60.0,
+    "x": 208405.736,
+    "y": 367860.805,
+    "plan_z": 865.485,
+    "mode": "right_cut",
+    "cut_m2": 4.2118,
+    "fill_m2": 6.1441,
+    "cut_soil_m2": 1.6359,
+    "cut_rock_m2": 2.5759,
+    "ditch_m2": 0.1485,
+    "bench_m": 7.4209,
+    "pipe_length_m": null,
+    "cumulative_m3": -73.57
+   },
+   {
+    "key": "grid:4",
+    "chainage_m": 80.0,
+    "x": 208406.766,
+    "y": 367840.841,
+    "plan_z": 864.598,
+    "mode": "right_cut",
+    "cut_m2": 11.1655,
+    "fill_m2": 8.1597,
+    "cut_soil_m2": 3.1744,
+    "cut_rock_m2": 7.9911,
+    "ditch_m2": 0.1485,
+    "bench_m": 9.7136,
+    "pipe_length_m": null,
+    "cumulative_m3": -50.21
+   },
+   {
+    "key": "grid:5",
+    "chainage_m": 100.0,
+    "x": 208414.264,
+    "y": 367822.31,
+    "plan_z": 860.023,
+    "mode": "right_cut",
+    "cut_m2": 7.0866,
+    "fill_m2": 3.4288,
+    "cut_soil_m2": 1.9212,
+    "cut_rock_m2": 5.1654,
+    "ditch_m2": 0.1485,
+    "bench_m": 3.9318,
+    "pipe_length_m": null,
+    "cumulative_m3": 33.04
+   },
+   {
+    "key": "grid:6",
+    "chainage_m": 120.0,
+    "x": 208421.937,
+    "y": 367803.84,
+    "plan_z": 859.264,
+    "mode": "right_cut",
+    "cut_m2": 1.2416,
+    "fill_m2": 2.1343,
+    "cut_soil_m2": 0.8657,
+    "cut_rock_m2": 0.3759,
+    "ditch_m2": 0.1485,
+    "bench_m": 5.3978,
+    "pipe_length_m": null,
+    "cumulative_m3": 67.04
+   },
+   {
+    "key": "grid:7",
+    "chainage_m": 140.0,
+    "x": 208431.461,
+    "y": 367786.628,
+    "plan_z": 858.932,
+    "mode": "right_cut",
+    "cut_m2": 3.593,
+    "fill_m2": 1.9931,
+    "cut_soil_m2": 2.2769,
+    "cut_rock_m2": 1.3161,
+    "ditch_m2": 0.1485,
+    "bench_m": 3.8936,
+    "pipe_length_m": null,
+    "cumulative_m3": 73.77
+   },
+   {
+    "key": "grid:8",
+    "chainage_m": 160.0,
+    "x": 208451.095,
+    "y": 367785.43,
+    "plan_z": 854.087,
+    "mode": "right_cut",
+    "cut_m2": 1.6678,
+    "fill_m2": 2.4634,
+    "cut_soil_m2": 1.0459,
+    "cut_rock_m2": 0.6218,
+    "ditch_m2": 0.1485,
+    "bench_m": 3.3959,
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+    "cut_rock_m2": 4.5381,
+    "ditch_m2": 0.1485,
+    "bench_m": 1.8137,
+    "pipe_length_m": null,
+    "cumulative_m3": -15347.26
+   },
+   {
+    "key": "grid:47",
+    "chainage_m": 940.0,
+    "x": 208992.601,
+    "y": 367809.023,
+    "plan_z": 828.562,
+    "mode": "right_cut",
+    "cut_m2": 10.0675,
+    "fill_m2": 9.5859,
+    "cut_soil_m2": 2.9503,
+    "cut_rock_m2": 7.1172,
+    "ditch_m2": 0.1485,
+    "bench_m": 10.9683,
+    "pipe_length_m": null,
+    "cumulative_m3": -15285.89
+   },
+   {
+    "key": "grid:48",
+    "chainage_m": 960.0,
+    "x": 209003.941,
+    "y": 367792.568,
+    "plan_z": 824.588,
+    "mode": "right_cut",
+    "cut_m2": 6.8942,
+    "fill_m2": 5.6407,
+    "cut_soil_m2": 1.8777,
+    "cut_rock_m2": 5.0165,
+    "ditch_m2": 0.1485,
+    "bench_m": 6.5902,
+    "pipe_length_m": null,
+    "cumulative_m3": -15253.35
+   },
+   {
+    "key": "grid:49",
+    "chainage_m": 980.0,
+    "x": 209015.508,
+    "y": 367776.252,
+    "plan_z": 829.999,
+    "mode": "right_cut",
+    "cut_m2": 4.0033,
+    "fill_m2": 12.9946,
+    "cut_soil_m2": 1.6286,
+    "cut_rock_m2": 2.3747,
+    "ditch_m2": 0.1485,
+    "bench_m": 17.6031,
+    "pipe_length_m": null,
+    "cumulative_m3": -15322.04
+   },
+   {
+    "key": "grid:50",
+    "chainage_m": 1000.0,
+    "x": 209026.766,
+    "y": 367759.754,
+    "plan_z": 831.228,
+    "mode": "right_cut",
+    "cut_m2": 3.88,
+    "fill_m2": 102.1833,
+    "cut_soil_m2": 1.6106,
+    "cut_rock_m2": 2.2694,
+    "ditch_m2": 0.1485,
+    "bench_m": 53.9756,
+    "pipe_length_m": null,
+    "cumulative_m3": -16390.56
+   },
+   {
+    "key": "grid:51",
+    "chainage_m": 1020.0,
+    "x": 209029.851,
+    "y": 367740.02,
+    "plan_z": 834.234,
+    "mode": "right_cut",
+    "cut_m2": 4.7426,
+    "fill_m2": 7.6671,
+    "cut_soil_m2": 1.7902,
+    "cut_rock_m2": 2.9524,
+    "ditch_m2": 0.1485,
+    "bench_m": 18.2646,
+    "pipe_length_m": null,
+    "cumulative_m3": -17397.62
+   },
+   {
+    "key": "grid:52",
+    "chainage_m": 1040.0,
+    "x": 209032.587,
+    "y": 367720.208,
+    "plan_z": 829.838,
+    "mode": "right_cut",
+    "cut_m2": 3.1287,
+    "fill_m2": 12.2222,
+    "cut_soil_m2": 1.6012,
+    "cut_rock_m2": 1.5274,
+    "ditch_m2": 0.1485,
+    "bench_m": 19.3768,
+    "pipe_length_m": null,
+    "cumulative_m3": -17513.8
+   },
+   {
+    "key": "grid:53",
+    "chainage_m": 1060.0,
+    "x": 209035.322,
+    "y": 367700.396,
+    "plan_z": 826.462,
+    "mode": "right_cut",
+    "cut_m2": 1.6331,
+    "fill_m2": 0.0802,
+    "cut_soil_m2": 1.029,
+    "cut_rock_m2": 0.6041,
+    "ditch_m2": 0.1485,
+    "bench_m": 0.0,
+    "pipe_length_m": null,
+    "cumulative_m3": -17588.32
+   },
+   {
+    "key": "grid:54",
+    "chainage_m": 1080.0,
+    "x": 209038.058,
+    "y": 367680.584,
+    "plan_z": 832.994,
+    "mode": "right_cut",
+    "cut_m2": 2.9216,
+    "fill_m2": 2.755,
+    "cut_soil_m2": 1.3994,
+    "cut_rock_m2": 1.5222,
+    "ditch_m2": 0.1485,
+    "bench_m": 7.4254,
+    "pipe_length_m": null,
+    "cumulative_m3": -17570.05
+   },
+   {
+    "key": "end:EP",
+    "chainage_m": 1080.16,
+    "x": 209038.08,
+    "y": 367680.426,
+    "plan_z": 833.018,
+    "mode": "right_cut",
+    "cut_m2": 2.8604,
+    "fill_m2": 2.7952,
+    "cut_soil_m2": 1.3977,
+    "cut_rock_m2": 1.4627,
+    "ditch_m2": 0.1485,
+    "bench_m": 7.5031,
+    "pipe_length_m": null,
+    "cumulative_m3": -17570.01
+   }
+  ],
+  "final_cumulative_m3": -17570.01,
+  "pipe_lengths": {
+   "pipe:p35100": 7.9
+  },
+  "warnings": [
+   "100.0m: 종단곡선 R 57m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1000.0m: 종단곡선 R 73m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1020.0m: 종단곡선 R 31m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1060.0m: 종단곡선 R 25m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "1080.0m: 인접 직선이 짧아 종단곡선 길이를 0.1m(반경 1m)로 줄였습니다.",
+   "1080.0m: 종단곡선 R 1m · L 0.1m — 법정 최소 R 100m · L 20m 미달",
+   "140.0m: 종단곡선 R 53m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "20.0m: 종단곡선 R 205m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "200.0m: 종단곡선 R 154m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "220.0m: 종단곡선 R 285m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "240.0m: 종단곡선 R 61m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "260.0m: 종단곡선 R 24m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "280.0m: 종단곡선 R 21m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "300.0m: 종단곡선 R 196m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "320.0m: 종단곡선 R 118m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "340.0m: 인접 직선이 짧아 종단곡선 길이를 9.9m(반경 26m)로 줄였습니다.",
+   "340.0m: 종단곡선 R 26m · L 9.9m — 법정 최소 R 100m · L 20m 미달",
+   "351.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 25m)로 줄였습니다.",
+   "351.0m: 종단곡선 R 25m · L 8.1m — 법정 최소 R 100m · L 20m 미달",
+   "360.0m: 인접 직선이 짧아 종단곡선 길이를 8.1m(반경 231m)로 줄였습니다.",
+   "40.0m: 종단곡선 R 55m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "400.0m: 종단곡선 R 105m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "420.0m: 종단곡선 R 100m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "440.0m: 종단곡선 R 117m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "460.0m: 종단곡선 R 48m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "480.0m: 종단곡선 R 46m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "520.0m: 종단곡선 R 24m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "540.0m: 종단곡선 R 41m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "560.0m: 종단곡선 R 53m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "580.0m: 종단곡선 R 123m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "600.0m: 종단곡선 R 40m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "620.0m: 종단곡선 R 88m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "640.0m: 종단곡선 R 147m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "660.0m: 종단곡선 R 28m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "680.0m: 종단곡선 R 14m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "700.0m: 종단곡선 R 49m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "720.0m: 종단곡선 R 38m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "740.0m: 종단곡선 R 55m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "760.0m: 종단곡선 R 36m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "780.0m: 종단곡선 R 54m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "80.0m: 종단곡선 R 58m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "800.0m: 종단곡선 R 13m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "820.0m: 종단곡선 R 45m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "840.0m: 종단곡선 R 29m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "880.0m: 종단곡선 R 29m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "900.0m: 종단곡선 R 115m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "920.0m: 종단곡선 R 44m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "940.0m: 종단곡선 R 66m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "960.0m: 종단곡선 R 23m · L 15.0m — 법정 최소 R 100m · L 20m 미달",
+   "980.0m: 종단곡선 R 42m · L 15.0m — 법정 최소 R 100m · L 20m 미달"
+  ],
+  "violations": 34
+ }
+}
\ No newline at end of file
diff --git a/resources/tester/fixtures/golden_472/pipes.json b/resources/tester/fixtures/golden_472/pipes.json
new file mode 100644
index 000000000..c34a233f4
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/pipes.json
@@ -0,0 +1 @@
+{"pipe_points":[{"chainage_m":351.0,"source":"stream","id":"p35100","options":{"pipe_kind":"파형강관","pipe_diameter_mm":"1000","inlet_type":"집수정","inlet_basin_length_m":2,"inlet_basin_before_m":1,"inlet_basin_after_m":1,"inlet_revet_form":"돌쌓기(찰)","inlet_revet_length_m":10,"inlet_revet_before_m":5,"inlet_revet_after_m":5,"outlet_type":"기슭막이","outlet_revet_form":"돌쌓기(찰)","outlet_revet_length_m":10,"outlet_revet_before_m":5,"outlet_revet_after_m":5,"inlet_structure":"L","inlet_revet_height_m":1.7,"outlet_revet_height_m":1.5,"inlet_basin_height_m":1.5},"lonlat":[129.0969624,36.8109679],"x":208597.117,"y":367731.865}]}
\ No newline at end of file
diff --git a/resources/tester/fixtures/golden_472/plan.json b/resources/tester/fixtures/golden_472/plan.json
new file mode 100644
index 000000000..7b2e275d8
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/plan.json
@@ -0,0 +1 @@
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diff --git a/resources/tester/fixtures/golden_472/plus_stations.json b/resources/tester/fixtures/golden_472/plus_stations.json
new file mode 100644
index 000000000..551f30f1e
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/plus_stations.json
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+{"status":"success","chainages":[]}
\ No newline at end of file
diff --git a/resources/tester/fixtures/golden_472/project/B04_PreProcess/drainage/edits/pipe_points.json b/resources/tester/fixtures/golden_472/project/B04_PreProcess/drainage/edits/pipe_points.json
new file mode 100644
index 000000000..e52c12a2c
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/project/B04_PreProcess/drainage/edits/pipe_points.json
@@ -0,0 +1,33 @@
+{
+  "route_signature": "181-c94cb897d6ed0270",
+  "points": [
+    {
+      "chainage_m": 351.0,
+      "source": "stream",
+      "id": "p35100",
+      "options": {
+        "pipe_kind": "파형강관",
+        "pipe_diameter_mm": "1000",
+        "inlet_type": "집수정",
+        "inlet_basin_length_m": 2,
+        "inlet_basin_before_m": 1,
+        "inlet_basin_after_m": 1,
+        "inlet_revet_form": "돌쌓기(찰)",
+        "inlet_revet_length_m": 10,
+        "inlet_revet_before_m": 5,
+        "inlet_revet_after_m": 5,
+        "outlet_type": "기슭막이",
+        "outlet_revet_form": "돌쌓기(찰)",
+        "outlet_revet_length_m": 10,
+        "outlet_revet_before_m": 5,
+        "outlet_revet_after_m": 5,
+        "inlet_structure": "L",
+        "inlet_revet_height_m": 1.7,
+        "outlet_revet_height_m": 1.5,
+        "inlet_basin_height_m": 1.5
+      },
+      "x": 208597.117,
+      "y": 367731.865
+    }
+  ]
+}
diff --git a/resources/tester/fixtures/golden_472/project/B04_PreProcess/models/dtm_classification_smooth.npz b/resources/tester/fixtures/golden_472/project/B04_PreProcess/models/dtm_classification_smooth.npz
new file mode 100644
index 000000000..4d96fda9e
Binary files /dev/null and b/resources/tester/fixtures/golden_472/project/B04_PreProcess/models/dtm_classification_smooth.npz differ
diff --git a/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial.csv b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial.csv
new file mode 100644
index 000000000..b0cba49fa
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial.csv
@@ -0,0 +1,182 @@
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diff --git a/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_curves.json b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_curves.json
new file mode 100644
index 000000000..e940aa09d
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_curves.json
@@ -0,0 +1 @@
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\ No newline at end of file
diff --git a/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_nodes.csv b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_nodes.csv
new file mode 100644
index 000000000..20544334d
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/project/B05_Profile/route/planned_route_initial_nodes.csv
@@ -0,0 +1,28 @@
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diff --git a/resources/tester/fixtures/golden_472/project/B05_Profile/route/route_main.geojson b/resources/tester/fixtures/golden_472/project/B05_Profile/route/route_main.geojson
new file mode 100644
index 000000000..aaff55c9e
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/project/B05_Profile/route/route_main.geojson
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diff --git a/resources/tester/fixtures/golden_472/structure_types.json b/resources/tester/fixtures/golden_472/structure_types.json
new file mode 100644
index 000000000..4846b4b3c
--- /dev/null
+++ b/resources/tester/fixtures/golden_472/structure_types.json
@@ -0,0 +1 @@
+{"status":"success","schema_version":1,"types":[{"type_id":"pipe","group":"A","name":"배관","placement":"point","options":[{"key":"pipe_kind","label":"관종","input":"select","choices":["흄관","VR관","파형강관"],"unit":null,"default":"파형강관","required":false,"phase":"b05","enabled":false,"empty_means":null,"default_basis":null,"warn_above":null,"warn_message":null,"not_in_table":null,"visible":false},{"key":"pipe_diameter_mm","label":"관경","input":"select","choices":["800","1000","1200","1500"],"unit":"mm","default":"1000","required":false,"phase":"b05","enabled":true,"empty_means":null,"default_basis":null,"warn_above":null,"warn_message":null,"not_in_table":null,"visible":true},{"key":"inlet_type","label":"유입구 구조","input":"select","choices":["기슭막이","집수정"],"unit":null,"default":"집수정","required":false,"phase":"b05","enabled":true,"empty_means":null,"default_basis":"사용자 확정 2026-10-06 배관 기본값 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diff --git a/resources/tester/fixtures/golden_472/structures.json b/resources/tester/fixtures/golden_472/structures.json
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index 000000000..bc6e8f8d6
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\ No newline at end of file
diff --git a/resources/tester/fixtures/golden_472/summary.json b/resources/tester/fixtures/golden_472/summary.json
new file mode 100644
index 000000000..78098b4a2
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diff --git a/resources/tester/fixtures/golden_472/terrain_sources.json b/resources/tester/fixtures/golden_472/terrain_sources.json
new file mode 100644
index 000000000..abfbe3eb1
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+{"status":"success","project_id":"dad81824-4bb7-41df-ad9c-95c870c2a0dc","sources":["las","sheet"],"design":"las","grid":{"model_id":624,"smooth":true,"signature":"d5004159dc8bf8b6.cf47fc9738101ba1"}}
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diff --git a/resources/tester/helper_472_1_browser.mjs b/resources/tester/helper_472_1_browser.mjs
new file mode 100644
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--- /dev/null
+++ b/resources/tester/helper_472_1_browser.mjs
@@ -0,0 +1,154 @@
+/* 472-1 헬퍼 — 브라우저 길 기준값(진짜 단계 함수 · vite ssr 묶음 · helper_472_1_browser_entry.ts).
+ *   node helper_472_1_browser.mjs <묶음.mjs> <고정 자료 폴더> <격자 .bin>
+ * 페이지 묶음(`design_pipeline_page`)과 같은 단계 붙임 — 저장 노선 · 초안 없음 · 세션 = 메모리 가짜 · fetch 없음 ·
+ * 격자 = 서버 `dtm_grid_bytes` 가 고정 npz 로 지은 이진. 묶음 출력 → 새 노선 상세(`draftSectionDetail`) → 구조물
+ * 면적 얹기 → 누가토량. 표준출력 JSON 한 벌(값 꼴 = test_472_1_golden.py `values_of`). */
+import { readFileSync } from "node:fs";
+import { join } from "node:path";
+import { pathToFileURL } from "node:url";
+
+const storage = () => {
+  const m = new Map();
+  return {
+    getItem: (k) => (m.has(k) ? m.get(k) : null),
+    setItem: (k, v) => m.set(k, String(v)),
+    removeItem: (k) => m.delete(k),
+    key: (i) => [...m.keys()][i] ?? null,
+    get length() {
+      return m.size;
+    },
+    clear: () => m.clear(),
+  };
+};
+globalThis.window = globalThis;
+globalThis.sessionStorage = storage();
+globalThis.localStorage = storage();
+const any = new Proxy(function () {}, {
+  get: (_t, k) => (k === Symbol.toPrimitive ? () => 0 : any),
+  apply: () => any,
+  construct: () => any,
+});
+globalThis.document = any;
+globalThis.requestAnimationFrame = (run) => setTimeout(run, 0);
+globalThis.fetch = () => Promise.reject(new Error("서버 없음"));
+
+const [bundle, dir, gridPath] = process.argv.slice(2);
+const m = await import(pathToFileURL(bundle).href);
+const read = (name) => JSON.parse(readFileSync(join(dir, name), "utf8"));
+const detail = read("detail.json");
+const plan = read("plan.json");
+const context = read("context.json");
+const pipes = read("pipes.json").pipe_points.map(({ lonlat: _l, ...pipe }) => pipe);
+const structures = read("structures.json").structures;
+const types = read("structure_types.json").types;
+const plus = read("plus_stations.json").chainages;
+const P = context.project_id;
+const R = context.route_id;
+const bin = readFileSync(gridPath);
+const grid = m.parseDtmGrid(bin.buffer.slice(bin.byteOffset, bin.byteOffset + bin.byteLength));
+
+// 페이지가 열 때 세션에 두는 것 — 표준 · 암 경계 기본 · 저장 상세(design_view_profile · 상세 가게)
+localStorage.setItem("frd_current_project_id", P);
+m.writeState("std-cross-default", context.standard_cross_section, P);
+m.writeStateRaw("rock-boundary-default", String(context.rock_boundary_default_offset_m), P);
+m.writeState("section-detail", detail, P, R);
+
+const interval = m.SECTION_STATION_INTERVAL_M;
+const enabled = types.filter((type) => type.enabled !== false);
+const savedLine = () => plan.planned.map(([x, y]) => [x, y]);
+const savedCurves = () =>
+  (plan.curves ?? []).map(({ start, apex, end, radius_m }) => ({ start, apex, end, radius_m }));
+const savedStations = m.buildStations(savedLine(), savedCurves(), pipes, structures, {
+  intervalM: interval,
+  types: enabled,
+  stationSnap: plan.station_snap ?? false,
+  stationSnapStep: plan.station_snap_step,
+});
+const crossSource = m.pipelineCrossSource(P, detail, savedStations, R);
+const edits = m.readAlignment(detail.longitudinal).edits;
+const status = m.shapeStatus(pipes, structures, types);
+const bermAt = (list) => {
+  const spans = m.bermSpansFromStructures(Array.isArray(list) ? list : []);
+  return (chainageM) => m.bermSpecAt(spans, chainageM);
+};
+const crossStage = m.createCrossStage({ grid: () => ({ grid }) });
+const pipe = m.createDesignPipeline({
+  stages: {
+    route: m.createRouteStage({
+      minRadiusM: () => plan.min_radius_m ?? 0,
+      savedLine: () => ({ line: savedLine(), curves: savedCurves() }),
+    }),
+    follow: m.createFollowStage({
+      savedLine,
+      saved: () => ({ pipes, structures, alignment: edits }),
+    }),
+    stations: m.createStationsStage({
+      intervalM: interval,
+      types: () => enabled,
+      saved: () => plan,
+    }),
+    ground: m.createGroundStage({
+      grid: () => ({ grid, design: "las" }),
+      remote: () => Promise.reject(new Error("서버 없음")),
+    }),
+    planline: m.createPlanlineStage({
+      savedBase: (at) => m.plantedBase({ base: null, detail }, at, types),
+      savedLine,
+    }),
+    profile: m.profileStage,
+    cross: (ctx) =>
+      crossStage.stage({
+        ...ctx,
+        inputs: {
+          ...ctx.inputs,
+          cross: m.crossWithContext(
+            ctx.inputs.cross,
+            ctx.out.ground?.stations ?? [],
+            m.shapeStatus(ctx.inputs.pipes, ctx.inputs.structures, types),
+            bermAt(ctx.inputs.structures),
+          ),
+        },
+      }),
+    footprint: m.footprintStage,
+  },
+});
+const record = await pipe.start({
+  route: null,
+  alignment: edits,
+  cross: crossSource?.input ?? null,
+  pipes,
+  structures,
+  plusStations: plus,
+});
+await pipe.settled();
+if (record.outcome !== "done") throw new Error(`묶음 ${record.outcome}`);
+
+const ground = pipe.output("ground");
+const profile = pipe.output("profile");
+const shown = m.draftSectionDetail(
+  detail,
+  ground,
+  profile,
+  pipe.output("cross"),
+  crossSource?.specs ?? new Map(),
+  interval,
+  status,
+);
+m.applyStructureAreaRows(shown.cross_sections, m.structureAreaRows(shown.cross_sections));
+const haul = m.computeMassHaul(
+  shown.cross_sections,
+  context.earthwork_conversion,
+  context.natural_spoil_min_ground_slope ?? undefined,
+);
+process.stdout.write(
+  JSON.stringify({
+    keys: ground.stations.map((station) => station.key),
+    sections: shown.cross_sections,
+    mass_haul: haul,
+    warnings: profile.warnings ?? [],
+    violations: profile.violations ?? [],
+    footprint_records: pipe.output("footprint")?.records?.length ?? 0,
+    skipped: record.skipped,
+  }),
+);
+process.exit(0);
diff --git a/resources/tester/helper_472_1_browser_entry.ts b/resources/tester/helper_472_1_browser_entry.ts
new file mode 100644
index 000000000..c0e9bbf54
--- /dev/null
+++ b/resources/tester/helper_472_1_browser_entry.ts
@@ -0,0 +1,36 @@
+/* 472-1 기준값 시험 묶음 진입점 — 브라우저 길(진짜 단계 함수 · 묶음 · 상세 · 면적 · 누가토량 · vite ssr).
+ * 짝 = `helper_472_1_browser.mjs` · `test_472_1_golden.py`. */
+export { createDesignPipeline } from "../../A00_Common/design/logic/design_pipeline";
+export { createStationsStage } from "../../A00_Common/design/logic/design_pipeline_stations";
+export { pipelineCrossSource } from "../../A00_Common/design/design_pipeline_cross";
+export { plantedBase } from "../../A00_Common/design/design_pipeline_base";
+export {
+  createGroundStage,
+  createRouteStage,
+} from "../../B05_Profile/logic/B05_Profile_Pipeline_RouteGround";
+export {
+  createFollowStage,
+  createPlanlineStage,
+  profileStage,
+} from "../../B05_Profile/logic/B05_Profile_Pipeline_Grade";
+export {
+  crossWithContext,
+  draftSectionDetail,
+  shapeStatus,
+} from "../../B05_Profile/logic/B05_Profile_Pipeline_Detail";
+export {
+  buildStations,
+  SECTION_STATION_INTERVAL_M,
+} from "../../B05_Profile/logic/B05_Profile_Sections_Stations";
+export { footprintStage } from "../../B05_Profile/logic/B05_Profile_Footprint_Stage";
+export { readAlignment } from "../../B05_Profile/logic/B05_Profile_UI_Profile_Data";
+export { planElevationAt } from "../../B05_Profile/logic/B05_Profile_UI_Profile_Alignment";
+export { createCrossStage } from "../../B06_Section/logic/B06_Section_Cross_Stage";
+export {
+  applyStructureAreaRows,
+  structureAreaRows,
+} from "../../B06_Section/B06_Section_Structure_Layouts";
+export { bermSpansFromStructures, bermSpecAt } from "../../B06_Section/B06_Section_UI_Page_Persist";
+export { parseDtmGrid } from "../../common_util/common_util_surface_sampler";
+export { computeMassHaul } from "../../common_util/common_util_mass_haul";
+export { writeState, writeStateRaw } from "../../A00_Common/b_page_state";
diff --git a/resources/tester/helper_472_1_dump.py b/resources/tester/helper_472_1_dump.py
new file mode 100644
index 000000000..421b44782
--- /dev/null
+++ b/resources/tester/helper_472_1_dump.py
@@ -0,0 +1,99 @@
+"""472-1 고정 자료 · 값 다시 뜨기(사용자 · 브레인 승인 때만 손으로 돌림 — 시험은 다시 안 뜸).
+
+    ./venv/Scripts/python.exe resources/tester/helper_472_1_dump.py          # 값만 다시
+    ./venv/Scripts/python.exe resources/tester/helper_472_1_dump.py --fetch  # 고정 자료도
+
+--fetch = 검증_랩탑메인(`PROJECT`) 노선 하나를 **읽기만**(GET · storage 파일 사본) —
+쓰기 · 저장 · 지움 없음.
+서버 = 자기 포트(`--base` · 기본 8004) · 로그인 = 메인 폴더 `tmp/aislo_cred.json`(값은 출력 안 함).
+"""
+
+from __future__ import annotations
+
+import argparse
+import json
+import shutil
+import sys
+import tempfile
+from pathlib import Path
+
+HERE = Path(__file__).resolve().parent
+sys.path.insert(0, str(HERE.parents[1]))
+sys.path.insert(0, str(HERE))
+
+import helper_472_1_paths as paths  # noqa: E402
+
+PROJECT = "dad81824-4bb7-41df-ad9c-95c870c2a0dc"
+MAIN = Path("C:/Program_coding/임도설계 및 견적자동화 프로그램 개발")
+#: storage 사본 — 노선 저장 체인 · [저장] 재계산이 읽는 파일만(노선 · 곡선표 · 관 · 설계 지표면).
+STORAGE_FILES = (
+    "B05_Profile/route/route_main.geojson",
+    "B05_Profile/route/planned_route_initial.csv",
+    "B05_Profile/route/planned_route_initial_curves.json",
+    "B05_Profile/route/planned_route_initial_nodes.csv",
+    "B04_PreProcess/drainage/edits/pipe_points.json",
+    paths.NPZ,
+)
+
+
+def fetch(base: str) -> None:
+    import httpx
+
+    cred = json.loads((MAIN / "tmp" / "aislo_cred.json").read_text(encoding="utf-8"))
+    client = httpx.Client(base_url=f"{base}/api", timeout=120)
+    login = client.post(
+        "/auth/login/request", json={"email": cred["email"], "password": cred["password"]}
+    )
+    login.raise_for_status()
+    get = lambda path: client.get(path).raise_for_status().json()  # noqa: E731
+    latest = get(f"/projects/{PROJECT}/route/latest")
+    route = int(latest["route"]["id"])
+    out = {
+        "detail.json": get(f"/projects/{PROJECT}/sections/{route}/detail"),
+        "summary.json": get(f"/projects/{PROJECT}/sections/{route}"),
+        "context.json": get(f"/projects/{PROJECT}/sections/context"),
+        "plan.json": get(f"/projects/{PROJECT}/route/plan"),
+        "pipes.json": {
+            "pipe_points": get(f"/projects/{PROJECT}/drainage/pipe-points")["pipe_points"]
+        },
+        "structures.json": get(f"/projects/{PROJECT}/route/structures"),
+        "plus_stations.json": get(f"/projects/{PROJECT}/section/plus-stations"),
+        "structure_types.json": get("/projects/structure-types"),
+        "terrain_sources.json": get(f"/projects/{PROJECT}/route/terrain-sources"),
+    }
+    assert out["context.json"]["route_id"] == route
+    paths.FIXTURE.mkdir(parents=True, exist_ok=True)
+    for name, body in out.items():
+        (paths.FIXTURE / name).write_text(
+            json.dumps(body, ensure_ascii=False, separators=(",", ":")), encoding="utf-8"
+        )
+    project = next((MAIN / "storage").glob(f"*/*/{PROJECT}"))
+    for relative in STORAGE_FILES:
+        target = paths.FIXTURE / "project" / relative  # 폴더 이름 storage = .gitignore
+        target.parent.mkdir(parents=True, exist_ok=True)
+        shutil.copy2(project / relative, target)
+
+
+def dump() -> dict:
+    values: dict = {"project_id": PROJECT}
+    with tempfile.TemporaryDirectory() as tmp:
+        for name in paths.PATHS:
+            work = Path(tmp) / name
+            work.mkdir()
+            values[name] = paths.run_path(name, work)
+    paths.VALUES.write_text(json.dumps(values, ensure_ascii=False, indent=1), encoding="utf-8")
+    return values
+
+
+if __name__ == "__main__":
+    parser = argparse.ArgumentParser()
+    parser.add_argument("--fetch", action="store_true")
+    parser.add_argument("--base", default="http://localhost:8004")
+    args = parser.parse_args()
+    if args.fetch:
+        fetch(args.base)
+    got = dump()
+    size = sum(p.stat().st_size for p in paths.FIXTURE.rglob("*") if p.is_file())
+    print(f"고정 자료 {size / 1e6:.2f} MB")
+    for name in paths.PATHS:
+        print(name, got[name]["station_count"], got[name]["final_cumulative_m3"])
diff --git a/resources/tester/helper_472_1_paths.py b/resources/tester/helper_472_1_paths.py
new file mode 100644
index 000000000..3c0c33035
--- /dev/null
+++ b/resources/tester/helper_472_1_paths.py
@@ -0,0 +1,323 @@
+"""472-1 기준값 — 고정 자료(`fixtures/golden_472`) 하나로 길 넷의 값을 뜸(시험 · 값 뜨기 함께 씀).
+
+  stored        GET 상세(정본 그대로) → 누가토량(서버 Node 묶음 `computeMassHaul`)
+  server_save   [저장] 서버 재계산 — 정본 상세 → `enforce_design_lines` →
+                `_enforce_stored_designs` → server-calc
+  server_route  노선 저장 체인(같은 노선 · DB 없이) — `run_section_generation`(고정 geojson · npz)
+                → `_carry_profile` 같은 노선 갈래(옛 base_pvi · 편집) → `_apply_alignment_edits` →
+                측점 열쇠 이월(`carry_cross_inputs`) → `compute_default_designs` → 상세 읽기 →
+                server_save 와 같은 끝
+  browser       진짜 단계 함수 묶음(`helper_472_1_browser.mjs` · vite ssr) — 격자 = 같은 npz 의
+                `dtm_grid_bytes`
+
+값 꼴(`values_of`) — 측점마다 열쇠 · 누가거리(0.01) · x · y(0.001) · 계획고(0.001) · 면적(0.0001) ·
+측구 · 층따기 밑수 · 단면 모양 · 누가토량(0.01) + 끝값 · 관 길이 · 종단 경고.
+DB · 서버 · 사용자 storage 안 씀(고정 자료 사본만).
+"""
+
+from __future__ import annotations
+
+import copy
+import json
+import shutil
+import subprocess
+from pathlib import Path
+from typing import Any
+
+HERE = Path(__file__).resolve().parent
+ROOT = HERE.parents[1]
+FIXTURE = HERE / "fixtures" / "golden_472"
+VALUES = FIXTURE / "golden_472_values.json"
+ROUTE = "B05_Profile/route/route_main.geojson"
+LONG = "B06_Section/longitudinal/longitudinal.json"
+NPZ = "B04_PreProcess/models/dtm_classification_smooth.npz"
+SURFACE = ("classification", "dtm", True)
+
+
+def read(name: str) -> Any:
+    return json.loads((FIXTURE / name).read_text(encoding="utf-8"))
+
+
+def stage_project(root: Path) -> Path:
+    """고정 storage 사본을 임시 프로젝트 뿌리로 — 체인이 파일을 쓰므로 늘 새 사본."""
+    shutil.copytree(FIXTURE / "project", root, dirs_exist_ok=True)
+    return root
+
+
+# ── 값 꼴 ────────────────────────────────────────────────────────────────────
+
+
+def _r(value: Any, digits: int) -> float | None:
+    return round(float(value), digits) if isinstance(value, (int, float)) else None
+
+
+def values_of(
+    sections: list[dict[str, Any]],
+    keys: list[str | None],
+    mass_haul: dict[str, Any] | None,
+    warnings: list[str],
+    violations: list[dict[str, Any]],
+) -> dict[str, Any]:
+    """상세 측점(누가거리 차례) · 열쇠 · 누가토량 → 비교 값. 누가토량은 같은 측점 id 로 짝."""
+    rows = sorted(zip(sections, keys, strict=True), key=lambda pair: float(pair[0]["chainage_m"]))
+    points = {p["station_id"]: p for p in (mass_haul or {}).get("points") or []}
+    stations = []
+    for section, key in rows:
+        design = section.get("design") or {}
+        point = points.get(section.get("station_id")) or {}
+        stations.append(
+            {
+                "key": key,
+                "chainage_m": _r(section["chainage_m"], 2),
+                "x": _r(section.get("center_x"), 3),
+                "y": _r(section.get("center_y"), 3),
+                "plan_z": _r(design.get("design_elevation_m"), 3),
+                "mode": design.get("section_mode"),
+                "cut_m2": _r(design.get("cut_area_m2"), 4),
+                "fill_m2": _r(design.get("fill_area_m2"), 4),
+                "cut_soil_m2": _r(design.get("cut_soil_area_m2"), 4),
+                "cut_rock_m2": _r(design.get("cut_rock_area_m2"), 4),
+                "ditch_m2": _r(design.get("ditch_area_m2"), 4),
+                "bench_m": _r(design.get("bench_cut_length_m"), 4),
+                "pipe_length_m": _r(design.get("pipe_length_m"), 2),
+                "cumulative_m3": _r(point.get("cumulative_volume_m3"), 2),
+            }
+        )
+    return {
+        "station_count": len(stations),
+        "stations": stations,
+        "final_cumulative_m3": _r((mass_haul or {}).get("final_cumulative_m3"), 2),
+        "pipe_lengths": {
+            s["key"]: s["pipe_length_m"] for s in stations if s["pipe_length_m"] is not None
+        },
+        "warnings": sorted(warnings),
+        "violations": len(violations),
+    }
+
+
+def _keys(longitudinal: dict[str, Any], sections: list[dict[str, Any]], root: Path) -> list:
+    """서버 측점 열쇠(`station_keys` · 노선 저장 이월이 쓰는 한 벌) — 상세 측점 차례."""
+    from B05_Profile.B05_Profile_Route_Save_Parts import station_keys
+    from B05_Profile.B05_Profile_Structures_Repository import load_structures
+    from common_util.common_util_drainage_pipes import pipe_points_path_in, read_pipe_points_file
+
+    pipes = read_pipe_points_file(pipe_points_path_in(root))
+    _, structures = load_structures(str(root))
+    interval = float(
+        (longitudinal.get("profile_alignment") or {}).get("policy", {}).get("station_interval_m")
+        or 20.0
+    )
+    found = station_keys(longitudinal.get("stations") or [], pipes, structures, interval)
+    by_m = {round(at, 3): key for key, at in found.items()}
+    return [by_m.get(round(float(s["chainage_m"]), 3)) for s in sections]
+
+
+# ── 서버 끝(server_save · server_route 공통) ──────────────────────────────────
+
+
+def _context() -> dict[str, Any]:
+    """유토곡선 문맥 — 서버 `_mass_haul_context` + 고정 자료 계수 · 장비 경계(화면이 받는 값)."""
+    from B06_Section.B06_Section_Server_Calc_Prebuild import _mass_haul_context
+
+    context = read("context.json")
+    limits = [(row["key"], row["max_distance_m"]) for row in context["haul_equipment_limits"]]
+    return _mass_haul_context(None, context["earthwork_conversion"], limits)
+
+
+def _save_tail(detail: dict[str, Any], root: Path) -> tuple[list, dict | None]:
+    """[저장] 재계산 본문(`_recompute`) — 설계선 · 넓힘 · 보정 → Node 면적 · 누가토량 얹음."""
+    from B06_Section.B06_Section_Router_Design import enforce_design_lines
+    from B06_Section.B06_Section_Server_Calc_Prebuild import (
+        _AREA_KEYS,
+        _NPM_SCRIPT,
+        BUNDLE,
+        _enforce_stored_designs,
+    )
+    from common_util.common_util_node_bundle import run_bundle_json
+    from common_util.common_util_surface_sampler import build_surface_sampler
+
+    longitudinal = detail["longitudinal"]
+    sections = detail["cross_sections"]
+    enforce_design_lines(longitudinal, sections, root, None)
+    unclosed = any((s.get("design") or {}).get("slope_unclosed") for s in sections)
+    sampler = (
+        build_surface_sampler(root / "B04_PreProcess" / "models", *SURFACE) if unclosed else None
+    )
+    _enforce_stored_designs(longitudinal, sections, root, None, sampler)
+    detail = json.loads(
+        json.dumps(detail, default=str)
+    )  # 응답 직렬화와 같은 꼴(`model_dump(json)`)
+    output = run_bundle_json(BUNDLE, _NPM_SCRIPT, {"detail": detail, "context": _context()})
+    if not isinstance(output, dict):
+        raise RuntimeError("server-calc 묶음 실패")
+    sections = detail["cross_sections"]
+    for row in output.get("areas") or []:
+        for section in sections:
+            if abs(float(section["chainage_m"]) - float(row["chainage_m"])) < 1e-6:
+                design = section.setdefault("design", {})
+                design.update(
+                    {k: row[k] for k in _AREA_KEYS if isinstance(row.get(k), (int, float))}
+                )
+    return sections, output.get("mass_haul")
+
+
+def server_save(root: Path) -> dict[str, Any]:
+    detail = copy.deepcopy(read("detail.json"))
+    alignment = detail["longitudinal"].get("profile_alignment") or {}
+    keys = _keys(detail["longitudinal"], detail["cross_sections"], root)
+    sections, haul = _save_tail(detail, root)
+    return values_of(
+        sections, keys, haul, alignment.get("warnings") or [], alignment.get("violations") or []
+    )
+
+
+def server_route(root: Path) -> dict[str, Any]:
+    """노선 저장 체인 — 같은 노선(바뀐 구간 없음) · DB 행 대신 고정 자료(요약 옵션 · 정본 설계)."""
+    from B05_Profile.B05_Profile_Engine_Grade import GradeDesignOptions
+    from B05_Profile.B05_Profile_Engine_Grade_Carry import carry_policy
+    from B05_Profile.B05_Profile_Engine_Sections import run_section_generation
+    from B05_Profile.B05_Profile_Engine_Sections_Core import SectionGenerationOptions
+    from B05_Profile.B05_Profile_Route_Save_Parts import carry_cross_inputs, station_keys
+    from B05_Profile.B05_Profile_Router import _apply_alignment_edits
+    from B05_Profile.B05_Profile_Structures_Repository import load_structures
+    from B06_Section.B06_Section_Engine_Design import ROUTE_CARRY_KEYS
+    from B06_Section.B06_Section_Router import _read_section_detail
+    from B06_Section.B06_Section_Router_Design import (
+        CARRY_INPUT_KEYS,
+        STRUCTURE_ADJUST_KEYS,
+        attach_default_designs,
+        compute_default_designs,
+    )
+    from common_util.common_util_drainage_pipes import pipe_points_path_in, read_pipe_points_file
+    from common_util.common_util_json import atomic_write_json
+
+    saved = read("detail.json")
+    summary = read("summary.json")["longitudinal"]["data"]
+    options = {k: v for k, v in summary["options"].items() if k != "extra_stations"}
+    run_section_generation(
+        root,
+        ROUTE,
+        *SURFACE,
+        options=SectionGenerationOptions(**options),
+        grade_options=GradeDesignOptions(**summary["grade_options"]),
+        crs=f"EPSG:{read('context.json')['crs_epsg']}",
+    )
+    # 계획고 옮김(`_carry_profile` · 바뀐 구간 없음 = 옛 base_pvi · 편집 통째)
+    old = saved["longitudinal"]["profile_alignment"]
+    longitudinal = json.loads((root / LONG).read_text(encoding="utf-8"))
+    alignment = longitudinal.get("profile_alignment") or {}
+    line = json.loads((root / ROUTE).read_text(encoding="utf-8"))["geometry"]["coordinates"]
+    xy = [[float(p[0]), float(p[1])] for p in line]
+    alignment["policy"] = carry_policy(xy, xy, old, alignment)
+    alignment["base_pvi"] = old["base_pvi"]
+    longitudinal["profile_alignment"] = alignment
+    atomic_write_json(root / LONG, longitudinal)
+    alignment, _summary, _dropped = _apply_alignment_edits(root, LONG, old.get("edits") or {})
+    # 횡단 이월(`_carry_cross`) — 측점 열쇠로 정본 사용자 입력 → 새 측점 · 전 측점 새 계획고로 셈
+    new_long = json.loads((root / LONG).read_text(encoding="utf-8"))
+    pipes = read_pipe_points_file(pipe_points_path_in(root))
+    _, structures = load_structures(str(root))
+    interval = float(options["station_interval_m"])
+    old_keys = station_keys(saved["longitudinal"]["stations"], pipes, structures, interval)
+    new_keys = station_keys(new_long.get("stations") or [], pipes, structures, interval)
+    designs = {
+        round(float(s["chainage_m"]), 3): s["design"]
+        for s in saved["cross_sections"]
+        if isinstance(s.get("design"), dict)
+    }
+    inputs, adjusts, _ = carry_cross_inputs(
+        old_keys, new_keys, designs, (*CARRY_INPUT_KEYS, *ROUTE_CARRY_KEYS), STRUCTURE_ADJUST_KEYS
+    )
+    chainages = [float(s["chainage_m"]) for s in new_long.get("stations") or []]
+    entries = compute_default_designs(root, LONG, chainages, None, inputs)
+    by_m = {round(at, 3): {**design, **adjusts.get(round(at, 3), {})} for at, design in entries}
+    # [확정] 상세 읽기(`get_section_detail`) — 행 설계(0.01 m) 얹기 · 없는 측점 기본값
+    detail = _read_section_detail(root, LONG)
+    for section in detail["cross_sections"]:
+        hit = next(
+            (d for at, d in by_m.items() if abs(at - float(section["chainage_m"])) < 0.01), None
+        )
+        if hit is not None:
+            section["design"] = hit
+    attach_default_designs(detail["longitudinal"], detail["cross_sections"], root, None)
+    keys = _keys(detail["longitudinal"], detail["cross_sections"], root)
+    sections, haul = _save_tail(detail, root)
+    return values_of(
+        sections, keys, haul, alignment.get("warnings") or [], alignment.get("violations") or []
+    )
+
+
+def stored(root: Path) -> dict[str, Any]:
+    """정본 그대로 — GET 상세 면적 · 서버 Node 묶음과 같은 누가토량(화면 배지 값)."""
+    from B06_Section.B06_Section_Server_Calc_Prebuild import _NPM_SCRIPT, BUNDLE
+    from common_util.common_util_node_bundle import run_bundle_json
+
+    detail = read("detail.json")
+    alignment = detail["longitudinal"].get("profile_alignment") or {}
+    keys = _keys(detail["longitudinal"], detail["cross_sections"], root)
+    output = run_bundle_json(BUNDLE, _NPM_SCRIPT, {"detail": detail, "context": _context()})
+    haul = (output or {}).get("mass_haul")
+    return values_of(
+        detail["cross_sections"],
+        keys,
+        haul,
+        alignment.get("warnings") or [],
+        alignment.get("violations") or [],
+    )
+
+
+# ── 브라우저 길 ──────────────────────────────────────────────────────────────
+
+
+def browser(work: Path) -> dict[str, Any]:
+    """vite ssr 로 진짜 모듈을 묶어 헬퍼를 돌림(`helper_272_detail_memory` 꼴) · 격자 = 고정 npz."""
+    from common_util.common_util_surface_sampler import dtm_grid_bytes
+
+    grid = work / "grid.bin"
+    grid.write_bytes(dtm_grid_bytes(FIXTURE / "project" / NPZ))
+    build = subprocess.run(  # noqa: S603 — 고정 실행 파일
+        [
+            "node",
+            str(ROOT / "config" / "node_modules" / "vite" / "bin" / "vite.js"),
+            "build",
+            "--configLoader",
+            "runner",
+            "--ssr",
+            "../resources/tester/helper_472_1_browser_entry.ts",
+            "--outDir",
+            str(work / "b"),
+            "--logLevel",
+            "error",
+        ],
+        cwd=ROOT,
+        capture_output=True,
+        text=True,
+        encoding="utf-8",
+        timeout=300,
+    )
+    if build.returncode:
+        raise RuntimeError(build.stderr)
+    bundle = work / "b" / "bundle.mjs"  # 조각(assets/)과 같은 폴더
+    shutil.copy(work / "b" / "helper_472_1_browser_entry.js", bundle)
+    proc = subprocess.run(  # noqa: S603 — 고정 실행 파일
+        ["node", str(HERE / "helper_472_1_browser.mjs"), str(bundle), str(FIXTURE), str(grid)],
+        capture_output=True,
+        text=True,
+        encoding="utf-8",
+        timeout=120,
+    )
+    if proc.returncode:
+        raise RuntimeError(proc.stderr)
+    out = json.loads(proc.stdout)
+    return values_of(
+        out["sections"], out["keys"], out["mass_haul"], out["warnings"], out["violations"]
+    )
+
+
+PATHS = ("stored", "server_save", "server_route", "browser")
+
+
+def run_path(name: str, work: Path) -> dict[str, Any]:
+    if name == "browser":
+        return browser(work)
+    return globals()[name](stage_project(work / "project"))
diff --git a/resources/tester/test_472_1_golden.py b/resources/tester/test_472_1_golden.py
new file mode 100644
index 000000000..abd7e47bd
--- /dev/null
+++ b/resources/tester/test_472_1_golden.py
@@ -0,0 +1,149 @@
+"""PLAN 472-1 (요구 273) — B05 · B06 기준값 시험 · 구조 다시 세움 단계마다의 문.
+
+고정 자료 `fixtures/golden_472/`(검증_랩탑메인 노선 370 · 읽기만 뜸) 하나로 길 넷의 값을 떠
+`golden_472_values.json` 과 견줌(값 꼴 · 길 = `helper_472_1_paths.py` 머리).
+
+못박는 것
+  - 길마다 자기 값과 0 차 — 측점(수 · 열쇠 · 누가거리 · x · y) · 계획고 ·
+    면적(절 · 성 · 토사 · 암 · 측구) · 층따기 밑수 · 단면 모양 · 누가토량(측점별 · 끝값) ·
+    관 길이 · 종단 경고 · 기울기 위반 수.
+  - 두 길 사이 = 「알려진 차」(`KNOWN`)만 · 그 밖 차는 실패 · 안 나타난 알려진 차도 실패
+    (목록에서 지움 — 472-4 가 짝을 하나 옮길 때마다 한 줄씩 지워 마지막에 빈 목록).
+  - 화면 참값 — 정본 누가토량 −17,570.70 ㎥ · 측점 57(465 기준값).
+이 고정 자료가 안 거치는 짝인데 값이 갈리는 자리 — X1 단면 모양 기본값(설계 없는 새 측점 없음) ·
+X3 면적 두 갈래(구조물 = 관 351 하나 · 두 길 다 Node TS 로 셈) · X4 · X6(노선 안 바뀜).
+값 다시 뜨기 = `helper_472_1_dump.py`(승인 때만 · 시험은 다시 안 뜸).
+
+    ./venv/Scripts/python.exe -m pytest resources/tester/test_472_1_golden.py -q
+"""
+
+from __future__ import annotations
+
+import json
+from dataclasses import dataclass
+
+import helper_472_1_paths as paths
+import pytest
+
+pytestmark = pytest.mark.skipif(
+    not (paths.ROOT / "config" / "node_modules" / "vite").is_dir(),
+    reason="프론트엔드 의존성 미설치",
+)
+
+GOLDEN = json.loads(paths.VALUES.read_text(encoding="utf-8"))
+AREAS = ("cut_m2", "fill_m2", "cut_soil_m2", "cut_rock_m2", "ditch_m2")
+
+
+@dataclass(frozen=True)
+class Known:
+    """알려진 차 한 줄 — 칸 → 허용 폭(None = 같지 않아도 됨 · 글 칸) · 까닭."""
+
+    id: str
+    fields: dict[str, float | None]
+    why: str
+
+
+KNOWN: dict[tuple[str, str], list[Known]] = {
+    (
+        "server_save",
+        "stored",
+    ): [],  # [저장] 재계산 = 정본 그대로(사용자 원칙 — 입력 안 바뀌면 값 안 바뀜)
+    ("server_route", "stored"): [
+        Known(
+            "R7",
+            {"fill_m2": 0.00011, "cumulative_m3": 0.011},
+            "다시 뜬 표본 마지막 자리 — grid:37 성토 1e-4 ㎡ · 누가토량 0.01 ㎥ 넷(끝값 같음)",
+        ),
+        Known(
+            "W0",
+            {"warnings": None},
+            "정본 종단 경고 = 10-17 저장 때 코드(법정 R · L 미달 46 줄 전) · "
+            "[저장] 재계산은 종단 경고를 안 씀",
+        ),
+    ],
+    ("browser", "server_route"): [
+        Known(
+            "X2",
+            {
+                "x": 0.002,
+                "y": 0.002,
+                **dict.fromkeys(AREAS, 0.1),
+                "bench_m": 1.0,
+                "cumulative_m3": 2.0,
+                "final_cumulative_m3": 1.0,
+            },
+            "입력 선 — 브라우저 /route/plan planned(0.1 mm) · 서버 노선 geojson(1 mm) · "
+            "측점 자리 ≤ 1 mm → 표본 · 면적 ≤ 0.07 ㎡ · 층따기 밑수 ≤ 0.52 m · "
+            "누가토량 끝값 0.69 ㎥(−17,570.01 ↔ −17,570.70)",
+        ),
+        Known(
+            "W1",
+            {"warnings": None},
+            "종단 경고 글 두 벌(X5 · P8) — TS 「340.0m: …」 · 파이썬 「chainage 340.0m: …」 · "
+            "최대 기울기 총괄 줄은 파이썬만",
+        ),
+    ],
+}
+
+
+@pytest.fixture(scope="module")
+def got(tmp_path_factory) -> dict:
+    out = {}
+    for name in paths.PATHS:
+        out[name] = paths.run_path(name, tmp_path_factory.mktemp(name))
+    return out
+
+
+def diffs(a: dict, b: dict) -> list[tuple[str, str, object, object]]:
+    """(칸, 측점 열쇠, a, b) — 측점은 같은 차례(수가 다르면 측점 수 한 줄)."""
+    out = []
+    for field in ("station_count", "final_cumulative_m3", "pipe_lengths", "warnings", "violations"):
+        if a[field] != b[field]:
+            out.append((field, "-", a[field], b[field]))
+    if a["station_count"] == b["station_count"]:
+        for x, y in zip(a["stations"], b["stations"], strict=True):
+            out += [(k, x["key"], x[k], y[k]) for k in x if x[k] != y[k]]
+    return out
+
+
+def allowed(diff: tuple, known: Known) -> bool:
+    field, _key, a, b = diff
+    if field not in known.fields:
+        return False
+    width = known.fields[field]
+    if width is None:
+        return True
+    return isinstance(a, (int, float)) and isinstance(b, (int, float)) and abs(a - b) <= width
+
+
+@pytest.mark.parametrize("name", paths.PATHS)
+def test_길마다_기준값_그대로(got, name) -> None:
+    found = diffs(got[name], GOLDEN[name])
+    assert not found, f"{name} 기준값과 다름 {len(found)}곳 — 앞 10: {found[:10]}"
+
+
+@pytest.mark.parametrize("pair", list(KNOWN), ids=lambda pair: f"{pair[0]}-{pair[1]}")
+def test_두_길_사이_알려진_차만(got, pair) -> None:
+    known = KNOWN[pair]
+    found = diffs(got[pair[0]], got[pair[1]])
+    stray = [d for d in found if not any(allowed(d, k) for k in known)]
+    assert not stray, f"알려진 차 밖 {len(stray)}곳 — 앞 10: {stray[:10]}"
+    gone = [k.id for k in known if not any(allowed(d, k) for d in found)]
+    assert not gone, f"안 나타난 알려진 차 {gone} — KNOWN 에서 지움"
+
+
+def test_화면_참값() -> None:
+    stored = GOLDEN["stored"]
+    assert stored["final_cumulative_m3"] == -17570.7
+    assert stored["station_count"] == 57
+    assert stored["pipe_lengths"] == {"pipe:p35100": 7.9}
+
+
+def test_고정_자료_크기() -> None:
+    size = sum(p.stat().st_size for p in paths.FIXTURE.rglob("*") if p.is_file())
+    assert size < 5e6
+
+
+@pytest.mark.skip(reason="API 왕복(목록 4.2 ③ 선택) — 472-1 에서 건너뜀")
+def test_API_왕복() -> None:
+    raise AssertionError