CUADRO DE ELEMENTOS DE CURVA
PROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE ELEMENTOS DE CURVA
N Pi Sent.DEFLEXION
R E T Lc. Pc Pi PtG M S
259 D 37 26 24 25.00 1.40 8.47 16.34 13+167.81 13+176.29 13+184.15
260 D 34 52 55 25.00 1.20 7.85 15.22 13+214.68 13+222.53 13+229.90
261 D 17 0 55 60.00 0.67 8.98 17.82 13+257.60 13+266.57 13+275.42
262 D 12 4 35 30.00 0.17 3.17 6.32 13+386.81 13+389.99 13+393.13
263 D 24 50 21 40.00 0.96 8.81 17.34 13+419.36 13+428.17 13+436.71
264 I 13 57 29 30.00 0.22 3.67 7.31 13+489.66 13+493.34 13+496.97
265 I 29 33 30 25.00 0.86 6.60 12.90 13+602.81 13+609.41 13+615.71
266 D 19 35 10 25.00 0.37 4.32 8.55 13+642.63 13+646.94 13+651.17
267 D 7 18 49 40.00 0.08 2.56 5.11 13+710.89 13+713.45 13+716.00
268 I 45 54 53 25.00 2.15 10.59 20.03 13+754.16 13+764.75 13+774.19
269 D 23 42 39 50.00 1.09 10.50 20.69 13+800.94 13+811.44 13+821.63
270 D 59 41 8 20.00 3.06 11.47 20.83 13+845.51 13+856.99 13+866.35
271 I 40 59 16 30.00 2.03 11.21 21.46 13+901.28 13+912.49 13+922.74
272 I 6 50 19 100.00 0.18 5.97 11.94 13+942.85 13+948.82 13+954.78
273 D 8 53 45 60.00 0.18 4.67 9.32 13+982.78 13+987.45 13+992.10
274 D 33 44 47 20.00 0.90 6.07 11.78 14+015.39 14+021.46 14+027.17
275 D 25 40 25 20.00 0.51 4.56 8.96 14+037.35 14+041.90 14+046.31
276 I 52 7 8 20.00 2.26 9.78 18.19 14+061.04 14+070.82 14+079.24
277 I 28 13 24 30.00 0.93 7.54 14.78 14+137.14 14+144.69 14+151.92
278 D 23 59 54 30.00 0.67 6.38 12.57 14+180.62 14+187.00 14+193.19
279 I 31 13 35 30.00 1.15 8.38 16.35 14+217.89 14+226.28 14+234.25
280 D 21 23 55 30.00 0.53 5.67 11.20 14+268.72 14+274.39 14+279.92
281 D 15 41 52 40.00 0.38 5.51 10.96 14+319.30 14+324.82 14+330.26
282 D 26 37 4 40.00 1.10 9.46 18.58 14+352.18 14+361.64 14+370.76
283 D 40 37 2 30.00 1.99 11.10 21.27 14+429.86 14+440.96 14+451.12
284 D 30 35 29 30.00 1.10 8.20 16.02 14+473.21 14+481.41 14+489.23
285 I 8 54 22 80.00 0.24 6.23 12.44 14+520.39 14+526.62 14+532.83
286 I 25 25 44 30.00 0.75 6.77 13.31 14+581.72 14+588.49 14+595.03
287 I 48 59 53 25.00 2.47 11.39 21.38 14+602.16 14+613.56 14+623.54
288 I 18 38 32 30.00 0.40 4.92 9.76 14+658.44 14+663.37 14+668.21
289 D 25 2 1 30.00 0.73 6.66 13.11 14+696.87 14+703.53 14+709.98
290 D 45 4 30 25.00 2.07 10.37 19.67 14+733.74 14+744.11 14+753.41
291 I 52 44 5 30.00 3.48 14.87 27.61 14+816.90 14+831.77 14+844.52
292 D 22 9 39 30.00 0.57 5.88 11.60 14+862.36 14+868.24 14+873.96
293 D 49 13 33 30.00 3.00 13.74 25.77 14+920.14 14+933.88 14+945.91
294 I 25 8 35 30.00 0.74 6.69 13.16 14+965.01 14+971.70 14+978.17
295 D 25 51 36 30.00 0.78 6.89 13.54 15+022.17 15+029.06 15+035.71
296 I 29 57 12 30.00 1.05 8.03 15.68 15+070.76 15+078.78 15+086.44
297 D 30 1 51 30.00 1.06 8.05 15.72 15+131.94 15+139.98 15+147.66
298 I 8 52 5 60.00 0.18 4.65 9.29 15+167.73 15+172.38 15+177.02
299 I 62 42 29 20.00 3.42 12.19 21.89 15+222.35 15+234.54 15+244.24
300 I 37 8 23 20.00 1.10 6.72 12.96 15+254.93 15+261.65 15+267.89
301 D 32 21 15 20.00 0.82 5.80 11.29 15+304.70 15+310.51 15+316.00
302 D 18 17 4 30.00 0.39 4.83 9.57 15+351.98 15+356.81 15+361.56
303 D 23 3 58 40.00 0.82 8.16 16.10 15+389.75 15+397.91 15+405.86
304 I 22 29 2 40.00 0.78 7.95 15.70 15+447.34 15+455.29 15+463.04
305 I 18 11 26 40.00 0.51 6.40 12.70 15+484.60 15+491.00 15+497.30
306 I 29 13 33 40.00 1.34 10.43 20.40 15+550.97 15+561.40 15+571.38
307 I 25 17 11 40.00 0.99 8.97 17.65 15+613.03 15+622.00 15+630.68
308 D 65 22 60 25.00 4.71 16.04 28.53 15+653.61 15+669.65 15+682.14
309 D 41 40 51 25.00 1.75 9.52 18.19 15+707.21 15+716.72 15+725.39
310 I 61 3 28 25.00 4.02 14.74 26.64 15+763.13 15+777.87 15+789.77
311 D 47 54 39 25.00 2.36 11.11 20.91 15+841.72 15+852.83 15+862.63
312 I 70 49 33 20.00 4.54 14.22 24.72 15+908.39 15+922.61 15+933.11
CUADRO DE ELEMENTOS DE CURVA
PROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE ELEMENTOS DE CURVA
N Pi Sent.DEFLEXION
R E T Lc. Pc Pi PtG M S
312 D 26 28 43 25.00 0.68 5.88 11.55 15+939.95 15+945.83 15+951.50
313 D 17 33 23 30.00 0.36 4.63 9.19 15+987.56 15+992.19 15+996.75
313 I 20 20 52 30.00 0.48 5.38 10.65 16+032.46 16+037.84 16+043.11
314 D 60 35 1 20.00 3.16 11.68 21.15 16+106.24 16+117.92 16+127.38
315 D 25 30 38 30.00 0.76 6.79 13.36 16+154.28 16+161.07 16+167.64
316 I 92 51 36 15.00 6.76 15.77 24.31 16+190.91 16+206.67 16+215.22
317 I 70 50 21 15.00 3.41 10.67 18.55 16+221.67 16+232.33 16+240.21
318 I 10 10 12 60.00 0.24 5.34 10.65 16+279.67 16+285.01 16+290.32
319 D 61 31 53 22.00 3.60 13.10 23.63 16+339.32 16+352.41 16+362.94
320 D 33 19 45 30.00 1.32 8.98 17.45 16+382.72 16+391.70 16+400.17
321 I 11 53 32 0.01 0.00 0.00 0.00 16+854.55 16+854.55 16+854.55
322 I 101 9 50 0.01 0.01 0.01 0.02 17+245.21 17+245.23 17+245.23
323 D 17 36 48 60.00 0.72 9.30 18.44 17+316.10 17+325.40 17+334.55
324 I 28 50 53 30.00 0.98 7.72 15.10 17+360.21 17+367.93 17+375.32
325 D 18 18 59 40.00 0.52 6.45 12.79 17+388.81 17+395.26 17+401.60
326 D 30 24 54 40.00 1.45 10.87 21.23 17+490.34 17+501.21 17+511.57
327 I 28 20 1 30.00 0.94 7.57 14.84 17+550.14 17+557.71 17+564.97
328 D 30 16 58 30.00 1.08 8.12 15.86 17+577.47 17+585.59 17+593.33
329 I 22 14 27 30.00 0.57 5.90 11.65 17+610.00 17+615.90 17+621.65
330 D 22 11 59 30.00 0.57 5.89 11.62 17+637.14 17+643.03 17+648.77
331 D 41 23 8 25.00 1.72 9.44 18.06 17+682.16 17+691.61 17+700.22
332 I 35 43 1 25.00 1.27 8.05 15.58 17+708.84 17+716.89 17+724.42
333 I 42 20 8 25.00 1.81 9.68 18.47 17+786.71 17+796.39 17+805.19
334 I 9 34 3 60.00 0.21 5.02 10.02 17+828.27 17+833.29 17+838.29
335 D 41 49 47 20.00 1.41 7.64 14.60 17+874.43 17+882.07 17+889.03
336 D 60 11 4 20.00 3.12 11.59 21.01 17+911.47 17+923.06 17+932.48
337 D 45 58 55 20.00 1.73 8.49 16.05 17+951.33 17+959.81 17+967.38
338 I 39 31 9 20.00 1.25 7.18 13.79 18+011.91 18+019.10 18+025.71
339 I 31 13 47 20.00 0.77 5.59 10.90 18+046.88 18+052.47 18+057.78
340 D 9 12 54 30.00 0.10 2.42 4.82 18+096.08 18+098.50 18+100.90
341 D 47 5 4 30.00 2.72 13.07 24.65 18+173.96 18+187.03 18+198.62
342 I 57 50 29 30.00 4.27 16.58 30.29 18+213.44 18+230.01 18+243.72
343 D 20 52 35 40.00 0.67 7.37 14.57 18+277.52 18+284.89 18+292.10
344 D 31 36 0 30.00 1.18 8.49 16.55 18+315.17 18+323.66 18+331.72
345 D 16 51 52 30.00 0.33 4.45 8.83 18+343.44 18+347.88 18+352.27
346 D 13 32 40 60.00 0.42 7.13 14.18 18+396.50 18+403.63 18+410.69
347 I 0 53 19 150.00 0.00 1.16 2.33 18+457.69 18+458.86 18+460.02
348 I 12 6 2 40.00 0.22 4.24 8.45 18+500.90 18+505.14 18+509.34
349 D 23 13 2 30.00 0.63 6.16 12.16 18+531.86 18+538.02 18+544.02
350 I 62 17 5 20.00 3.37 12.08 21.74 18+552.12 18+564.20 18+573.86
351 I 80 34 31 20.00 6.22 16.95 28.13 18+580.50 18+597.46 18+608.63
352 D 12 2 1 40.00 0.22 4.22 8.40 18+677.58 18+681.79 18+685.98
353 I 33 25 44 40.00 1.76 12.01 23.34 18+704.11 18+716.12 18+727.45
354 I 15 19 60 40.00 0.36 5.38 10.70 18+791.46 18+796.85 18+802.17
355 D 23 25 60 30.00 0.64 6.22 12.27 18+812.72 18+818.94 18+824.99
356 D 21 28 42 30.00 0.53 5.69 11.25 18+839.38 18+845.07 18+850.62
357 I 34 17 44 30.00 1.40 9.26 17.96 18+857.19 18+866.45 18+875.15
358 D 43 56 30 25.00 1.96 10.09 19.17 18+883.70 18+893.78 18+902.87
359 D 41 10 28 25.00 1.71 9.39 17.97 18+910.27 18+919.66 18+928.24
360 D 23 59 19 30.00 0.67 6.37 12.56 18+951.64 18+958.01 18+964.20
361 I 10 29 14 40.00 0.17 3.67 7.32 18+997.82 19+001.49 19+005.14
362 D 46 36 25 20.00 1.78 8.61 16.27 19+022.63 19+031.24 19+038.90
363 I 38 34 16 20.00 1.19 7.00 13.46 19+053.57 19+060.57 19+067.04
364 I 63 4 54 20.00 3.47 12.28 22.02 19+093.63 19+105.90 19+115.65
CUADRO DE ELEMENTOS DE CURVA
PROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE ELEMENTOS DE CURVA
N Pi Sent.DEFLEXION
R E T Lc. Pc Pi PtG M S
365 D 23 39 27 30.00 0.65 6.28 12.39 19+167.68 19+173.96 19+180.06
366 I 34 0 15 15.00 0.69 4.59 8.90 19+199.56 19+204.15 19+208.47
367 I 84 7 50 15.00 5.21 13.54 22.03 19+210.76 19+224.29 19+232.78
368 D 21 41 47 30.00 0.55 5.75 11.36 19+258.45 19+264.20 19+269.81
369 D 21 35 21 30.00 0.54 5.72 11.30 19+295.52 19+301.24 19+306.82
370 I 2 9 4 200.00 0.04 3.75 7.51 19+366.05 19+369.81 19+373.56
371 D 37 22 37 20.00 1.11 6.77 13.05 19+418.45 19+425.21 19+431.50
372 I 91 25 52 18.00 7.78 18.46 28.72 19+450.39 19+468.84 19+479.11
373 D 35 44 12 20.00 1.01 6.45 12.47 19+512.53 19+518.98 19+525.00
374 D 81 0 59 20.00 6.30 17.09 28.28 19+555.41 19+572.50 19+583.69
375 I 36 23 20 30.00 1.58 9.86 19.05 19+645.83 19+655.69 19+664.88
376 I 31 22 3 30.00 1.16 8.42 16.42 19+699.53 19+707.95 19+715.95
377 I 27 51 43 30.00 0.91 7.44 14.59 19+733.62 19+741.07 19+748.21
378 D 35 25 59 30.00 1.49 9.58 18.55 19+777.62 19+787.21 19+796.18
379 D 61 33 14 20.00 3.28 11.91 21.49 19+832.26 19+844.17 19+853.75
380 D 49 40 2 20.00 2.04 9.26 17.34 19+860.63 19+869.88 19+877.96
381 I 28 7 39 30.00 0.93 7.52 14.73 19+917.91 19+925.42 19+932.64
382 D 37 0 16 30.00 1.64 10.04 19.38 19+968.77 19+978.81 19+988.14
383 I 37 34 59 30.00 1.69 10.21 19.68 20+027.92 20+038.13 20+047.60
384 I 21 20 17 30.00 0.53 5.65 11.17 20+067.46 20+073.11 20+078.63
385 D 30 5 20 30.00 1.06 8.06 15.75 20+099.12 20+107.19 20+114.88
386 D 5 13 9 100.00 0.10 4.56 9.11 20+160.95 20+165.51 20+170.06
387 D 17 18 44 60.00 0.69 9.13 18.13 20+199.32 20+208.45 20+217.45
388 I 101 17 7 15.00 8.65 18.29 26.52 20+257.30 20+275.59 20+283.82
389 D 21 47 35 30.00 0.55 5.78 11.41 20+295.43 20+301.20 20+306.84
390 I 66 54 45 20.00 3.97 13.22 23.36 20+327.54 20+340.76 20+350.90
391 D 35 26 3 30.00 1.49 9.58 18.55 20+361.32 20+370.91 20+379.88
392 D 54 23 7 25.00 3.11 12.84 23.73 20+386.67 20+399.52 20+410.40
393 D 32 7 21 30.00 1.22 8.64 16.82 20+441.08 20+449.72 20+457.90
394 I 95 36 44 18.00 8.80 19.86 30.04 20+476.89 20+496.75 20+506.93
395 D 16 29 33 30.00 0.31 4.35 8.64 20+554.70 20+559.05 20+563.33
396 I 50 36 36 25.00 2.65 11.82 22.08 20+595.26 20+607.08 20+617.34
397 D 80 45 14 20.00 6.25 17.01 28.19 20+664.65 20+681.65 20+692.83
398 D 84 1 13 20.00 6.92 18.01 29.33 20+710.34 20+728.35 20+739.67
399 I 31 47 46 30.00 1.19 8.54 16.65 20+799.38 20+807.93 20+816.03
400 I 20 27 3 30.00 0.48 5.41 10.71 20+860.74 20+866.15 20+871.45
401 D 7 59 45 40.00 0.10 2.80 5.58 20+932.07 20+934.87 20+937.65
402 D 61 54 34 8.00 1.33 4.80 8.64 21+020.35 21+025.15 21+029.00
403 D 9 11 23 60.00 0.19 4.82 9.62 21+058.31 21+063.13 21+067.94
404 I 11 20 21 60.00 0.29 5.96 11.87 21+123.76 21+129.72 21+135.63
405 I 14 11 2 60.00 0.46 7.46 14.85 21+223.61 21+231.08 21+238.47
406 I 64 55 8 20.00 3.70 12.72 22.66 21+295.35 21+308.08 21+318.01
407 D 11 10 10 60.00 0.29 5.87 11.70 21+341.93 21+347.80 21+353.63
408 D 23 36 38 30.00 0.65 6.27 12.36 21+403.17 21+409.44 21+415.53
409 D 21 32 3 30.00 0.54 5.70 11.28 21+427.39 21+433.09 21+438.66
410 I 26 32 36 30.00 0.82 7.08 13.90 21+477.78 21+484.86 21+491.68
411 I 14 45 22 30.00 0.25 3.88 7.73 21+542.88 21+546.76 21+550.60
412 I 12 58 6 30.00 0.19 3.41 6.79 21+623.18 21+626.59 21+629.97
413 D 7 17 46 50.00 0.10 3.19 6.37 21+692.84 21+696.03 21+699.21
414 D 39 18 12 30.00 1.86 10.71 20.58 21+743.67 21+754.38 21+764.24
415 I 19 53 24 30.00 0.46 5.26 10.41 21+830.73 21+835.99 21+841.15
416 D 55 28 56 15.00 1.95 7.89 14.53 21+854.20 21+862.09 21+868.73
417 D 44 41 40 20.00 1.62 8.22 15.60 21+892.21 21+900.44 21+907.82
417 I 33 33 33 20.00 0.89 6.03 11.71 21+941.12 21+947.15 21+952.84
CUADRO DE ELEMENTOS DE CURVA
PROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE ELEMENTOS DE CURVA
N Pi Sent.DEFLEXION
R E T Lc. Pc Pi PtG M S
418 D 22 26 34 20.00 0.39 3.97 7.83 21+978.77 21+982.74 21+986.61
419 I 46 3 46 20.00 1.73 8.50 16.08 21+998.27 22+006.77 22+014.35
420 I 54 35 38 30.00 3.76 15.48 28.59 22+024.72 22+040.20 22+053.31
421 D 14 48 52 40.00 0.34 5.20 10.34 22+137.46 22+142.66 22+147.80
422 D 10 3 14 40.00 0.15 3.52 7.02 22+170.47 22+173.99 22+177.49
423 I 17 33 33 40.00 0.47 6.18 12.26 22+212.56 22+218.74 22+224.82
424 I 20 44 55 50.00 0.83 9.15 18.11 22+241.18 22+250.34 22+259.29
425 D 18 5 23 30.00 0.38 4.78 9.47 22+283.00 22+287.78 22+292.47
426 D 26 1 9 30.00 0.79 6.93 13.62 22+323.12 22+330.05 22+336.75
427 D 19 43 39 30.00 0.45 5.22 10.33 22+358.08 22+363.30 22+368.41
428 I 56 20 13 30.00 4.03 16.06 29.50 22+403.10 22+419.16 22+432.60
429 D 25 9 23 30.00 0.74 6.69 13.17 22+466.38 22+473.07 22+479.55
430 I 14 40 3 30.00 0.25 3.86 7.68 22+500.11 22+503.97 22+507.79
431 0 0 0 0 0.00 0.00 0.00 0.00 22+589.10 22+589.10 22+589.10
CUADRO DE ELEMENTOS DE CURVA
COORDENADAS
Este Norte
562425.21 8536601.18
562472.05 8536602.21
562509.13 8536577.56
562587.50 8536482.05
562605.02 8536448.10
562607.82 8536382.72
562640.63 8536271.34
562667.82 8536245.05
562697.42 8536185.39
562714.18 8536136.90
562757.53 8536116.68
562787.77 8536082.22
562769.57 8536027.55
562783.89 8535993.11
562802.87 8535959.45
562814.80 8535927.58
562810.04 8535907.34
562791.78 8535884.71
562808.99 8535811.47
562837.20 8535779.52
562849.03 8535741.87
562885.46 8535709.83
562908.63 8535664.89
562916.03 8535628.74
562895.35 8535551.81
562861.18 8535528.46
562815.67 8535525.48
562755.28 8535511.93
562735.38 8535496.33
562732.77 8535445.18
562743.67 8535406.44
562737.07 8535366.17
562664.93 8535314.50
562663.82 8535275.92
562637.26 8535215.73
562599.45 8535204.20
562556.73 8535165.60
562508.76 8535151.62
562466.15 8535107.19
562434.67 8535098.06
562378.34 8535071.75
562377.18 8535042.18
562405.39 8535001.71
562407.45 8534955.14
562396.26 8534915.51
562360.16 8534870.63
562350.05 8534836.16
562352.33 8534765.69
562383.85 8534713.41
562423.77 8534686.85
562415.83 8534636.84
562367.86 8534597.58
562381.85 8534521.04
562338.52 8534464.69
CUADRO DE ELEMENTOS DE CURVA
COORDENADAS
Este Norte
562353.30 8534442.16
562358.82 8534395.92
562350.28 8534351.00
562363.63 8534271.93
562328.38 8534243.37
562283.81 8534232.68
562293.07 8534201.13
562348.47 8534198.41
562415.35 8534207.05
562439.85 8534173.12
562460.07 8533710.20
562557.19 8533331.79
562629.52 8533366.38
562671.79 8533372.28
562693.94 8533388.84
562794.54 8533422.45
562850.31 8533410.66
562877.36 8533418.62
562907.15 8533411.25
562934.14 8533415.21
562981.45 8533403.55
562996.34 8533382.10
563071.77 8533355.36
563106.59 8533370.02
563147.81 8533396.16
563188.92 8533389.32
563202.47 8533352.84
563176.45 8533298.55
563184.61 8533265.59
563217.43 8533232.93
563269.38 8533161.23
563260.78 8533117.60
563302.79 8533077.99
563319.74 8533042.93
563317.25 8533018.41
563295.75 8532966.90
563263.09 8532922.29
563236.34 8532884.52
563223.36 8532854.27
563204.27 8532836.11
563214.02 8532801.78
563303.57 8532811.87
563337.76 8532808.51
563409.76 8532846.51
563425.93 8532861.67
563450.68 8532870.55
563472.19 8532869.89
563495.70 8532884.89
563522.05 8532879.57
563545.85 8532848.47
563556.00 8532806.00
563568.07 8532778.79
563556.39 8532750.84
563568.94 8532706.73
CUADRO DE ELEMENTOS DE CURVA
COORDENADAS
Este Norte
563638.23 8532693.22
563663.20 8532675.94
563683.61 8532675.69
563688.74 8532720.36
563706.33 8532753.10
563758.84 8532797.41
563799.82 8532834.71
563843.76 8532838.50
563837.30 8532896.47
563863.76 8532943.48
563947.26 8532912.44
563998.14 8532927.04
564020.85 8532951.71
564032.69 8532996.61
564076.93 8533033.47
564102.98 8533023.07
564121.05 8532969.31
564160.12 8532932.49
564170.23 8532873.32
564196.47 8532849.09
564228.32 8532836.62
564264.89 8532790.71
564288.48 8532754.81
564307.02 8532690.14
564338.72 8532706.49
564378.24 8532710.29
564388.28 8532741.96
564411.63 8532759.54
564461.39 8532743.93
564492.21 8532707.80
564542.14 8532759.63
564583.96 8532783.38
564596.93 8532858.40
564649.46 8532857.88
564657.60 8532771.99
564693.08 8532725.27
564751.24 8532688.46
564820.07 8532630.02
564811.82 8532591.97
564787.48 8532529.97
564769.71 8532430.14
564775.22 8532353.26
564814.90 8532338.04
564867.12 8532305.21
564880.52 8532285.51
564891.93 8532234.88
564931.25 8532186.74
564995.86 8532139.79
565059.79 8532112.61
565110.17 8532083.13
565138.86 8532005.83
565155.80 8531985.83
565145.40 8531947.62
565104.25 8531923.79
CUADRO DE ELEMENTOS DE CURVA
COORDENADAS
Este Norte
565088.29 8531891.59
565070.13 8531875.69
565068.49 8531841.37
565150.93 8531776.62
565169.84 8531751.57
565190.15 8531711.67
565212.38 8531689.08
565246.58 8531673.35
565277.66 8531644.57
565289.76 8531613.35
565291.18 8531557.40
565339.02 8531527.27
565355.80 8531501.06
565418.40 8531443.31
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE13+200.00 3861.33 3858.65 2.6813+220.00 3861.11 3858.63 2.4813+240.00 3861.12 3858.61 2.5113+260.00 3861.44 3858.59 2.8513+280.00 3860.87 3858.57 2.3013+300.00 3861.56 3858.55 3.0113+320.00 3860.72 3858.53 2.1913+340.00 3863.33 3858.51 4.8213+360.00 3862.80 3858.49 4.3113+380.00 3861.53 3858.47 3.0613+400.00 3860.81 3858.45 2.3613+420.00 3860.92 3858.43 2.4913+440.00 3860.56 3858.41 2.1513+460.00 3862.32 3858.39 3.9313+480.00 3861.30 3858.37 2.9313+500.00 3861.21 3858.35 2.8613+520.00 3860.88 3858.33 2.5513+540.00 3861.52 3858.31 3.2113+560.00 3861.50 3858.29 3.2113+580.00 3860.49 3858.27 2.2213+600.00 3861.18 3858.25 2.9313+620.00 3860.80 3858.23 2.5813+640.00 3860.88 3858.21 2.6713+660.00 3861.86 3858.19 3.6713+680.00 3860.94 3858.17 2.7813+700.00 3860.90 3858.15 2.7513+720.00 3861.63 3858.13 3.5013+740.00 3859.81 3858.11 1.7113+760.00 3860.19 3858.09 2.1013+780.00 3860.32 3858.07 2.2513+800.00 3860.24 3858.05 2.1913+820.00 3859.71 3858.03 1.6813+840.00 3860.31 3858.01 2.3013+850.00 3860.43 3858.00 2.4313+860.00 3859.45 3857.99 1.4613+880.00 3860.43 3857.97 2.4613+900.00 3860.57 3857.95 2.6213+920.00 3860.26 3857.93 2.3413+940.00 3860.76 3857.91 2.8513+960.00 3859.59 3857.89 1.7013+980.00 3859.84 3857.87 1.9714+000.00 3859.72 3857.85 1.8714+020.00 3859.37 3857.83 1.5414+040.00 3859.93 3857.81 2.1214+060.00 3859.95 3857.79 2.1614+080.00 3860.00 3857.77 2.23
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
14+100.00 3862.51 3857.75 4.7614+120.00 3860.80 3857.73 3.0714+140.00 3860.14 3857.71 2.4314+160.00 3859.83 3857.69 2.1414+180.00 3860.79 3857.67 3.1214+200.00 3861.07 3857.65 3.4214+220.00 3860.23 3857.63 2.6014+240.00 3860.63 3857.61 3.0214+260.00 3860.55 3857.59 2.9614+280.00 3860.56 3857.57 2.9914+300.00 3860.23 3857.55 2.6814+320.00 3860.16 3857.53 2.6314+340.00 3859.69 3857.51 2.1814+360.00 3862.43 3857.49 4.9414+380.00 3862.19 3857.47 4.7214+400.00 3862.67 3857.45 5.2214+420.00 3861.89 3857.43 4.4614+440.00 3860.03 3857.41 2.6214+460.00 3859.53 3857.39 2.1414+480.00 3859.27 3857.37 1.9014+500.00 3859.69 3857.35 2.3414+520.00 3859.97 3857.33 2.6414+540.00 3859.98 3857.31 2.6714+560.00 3860.72 3857.29 3.4314+580.00 3861.46 3857.27 4.1914+600.00 3858.38 3857.25 1.1314+607.05 3857.48 3857.24 0.2414+620.00 3858.96 3857.23 1.7314+640.00 3860.10 3857.21 2.8914+660.00 3860.55 3857.19 3.3614+680.00 3861.60 3857.17 4.4314+700.00 3861.93 3857.15 4.7814+720.00 3860.25 3857.13 3.1214+740.00 3859.88 3857.11 2.7714+760.00 3858.93 3857.09 1.8414+780.00 3859.43 3857.07 2.3614+800.00 3860.22 3857.05 3.1714+820.00 3858.83 3857.03 1.8014+840.00 3859.12 3857.01 2.1114+860.00 3859.26 3856.99 2.2714+880.00 3859.53 3856.97 2.5614+900.00 3859.59 3856.95 2.6514+920.00 3859.32 3856.93 2.3914+940.00 3860.28 3856.91 3.3714+960.00 3860.09 3856.89 3.2014+980.00 3860.31 3856.87 3.44
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
15+000.00 3859.26 3856.85 2.4115+020.00 3858.84 3856.83 2.0115+040.00 3859.14 3856.81 2.3315+060.00 3860.00 3856.79 3.2115+080.00 3860.75 3856.77 3.9815+100.00 3861.10 3856.75 4.3515+120.00 3859.42 3856.73 2.6915+140.00 3859.48 3856.71 2.7715+160.00 3861.01 3856.69 4.3215+180.00 3860.26 3856.67 3.5915+200.00 3861.15 3856.65 4.5015+220.00 3859.91 3856.63 3.2815+240.00 3858.38 3856.61 1.7715+260.00 3860.41 3856.59 3.8215+280.00 3859.63 3856.57 3.0615+300.00 3858.53 3856.55 1.9815+320.00 3858.57 3856.53 2.0415+340.00 3859.56 3856.51 3.0515+360.00 3858.85 3856.49 2.3615+380.00 3858.89 3856.47 2.4215+400.00 3858.98 3856.45 2.5315+420.00 3859.57 3856.43 3.1415+440.00 3859.62 3856.41 3.2115+460.00 3859.80 3856.39 3.4115+480.00 3861.86 3856.37 5.4915+500.00 3856.46 3856.35 0.1115+520.00 3859.73 3856.33 3.4015+540.00 3859.04 3856.31 2.7315+560.00 3858.40 3856.29 2.1115+580.00 3858.27 3856.27 2.0015+600.00 3859.25 3856.25 3.0015+620.00 3858.36 3856.23 2.1315+640.00 3859.07 3856.21 2.8615+660.00 3857.60 3856.19 1.4215+680.00 3856.91 3856.17 0.7415+700.00 3857.44 3856.15 1.2915+720.00 3858.06 3856.13 1.9315+740.00 3859.36 3856.11 3.2515+760.00 3859.93 3856.09 3.8415+780.00 3857.51 3856.07 1.4415+783.25 3857.30 3856.06 1.2415+800.00 3856.89 3856.03 0.8615+820.00 3858.39 3855.99 2.4015+840.00 3859.38 3855.95 3.4315+860.00 3858.62 3855.91 2.7115+880.00 3858.34 3855.87 2.48
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
15+900.00 3859.16 3855.83 3.3315+920.00 3859.17 3855.79 3.3815+940.00 3859.29 3855.75 3.5415+960.00 3858.58 3855.71 2.8715+980.00 3859.26 3855.67 3.6016+000.00 3859.56 3855.63 3.9316+020.00 3858.59 3855.59 3.0016+040.00 3860.07 3855.55 4.5216+060.00 3861.04 3855.51 5.5316+080.00 3860.75 3855.47 5.2816+100.00 3858.47 3855.43 3.0416+120.00 3857.56 3855.39 2.1716+140.00 3858.85 3855.35 3.5016+160.00 3858.68 3855.31 3.3716+180.00 3858.08 3855.27 2.8116+200.00 3859.16 3855.23 3.9316+210.85 3853.88 3855.2116+220.00 3856.70 3855.19 1.5116+240.00 3859.95 3855.15 4.8016+260.00 3859.20 3855.11 4.1016+280.00 3858.87 3855.07 3.8016+300.00 3859.32 3855.03 4.2916+320.00 3860.02 3854.99 5.0316+340.00 3860.22 3854.95 5.2716+360.00 3859.13 3854.91 4.2216+380.00 3858.83 3854.87 3.9616+400.00 3858.23 3854.83 3.4016+420.00 3858.90 3854.79 4.1116+428.00 3861.33 3854.77 6.5516+430.00 3861.91 3854.71 7.2016+440.00 3866.26 3854.69 11.5616+460.00 3879.42 3854.65 24.7716+480.00 3887.00 3854.61 32.3916+500.00 3892.44 3854.57 37.8716+520.00 3898.04 3854.53 43.5116+540.00 3902.70 3854.49 48.2016+560.00 3908.17 3854.45 53.7216+580.00 3910.79 3854.41 56.3816+600.00 3912.02 3854.37 57.6516+620.00 3912.26 3854.33 57.9216+640.00 3909.69 3854.29 55.4016+660.00 3906.79 3854.25 52.5416+680.00 3904.86 3854.21 50.6416+700.00 3903.97 3854.17 49.8016+720.00 3901.65 3854.13 47.5216+740.00 3896.91 3854.09 42.82
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
16+760.00 3891.68 3854.05 37.6316+780.00 3886.27 3854.01 32.2616+800.00 3880.39 3853.97 26.4216+820.00 3874.30 3853.93 20.3716+840.00 3867.55 3853.89 13.6616+860.00 3860.20 3853.85 6.3416+865.85 3858.42 3852.86 5.5616+876.10 3854.88 3853.09 1.7916+880.00 3853.34 3851.70 1.6416+900.00 3845.61 3843.80 1.8116+920.00 3837.31 3835.90 1.4116+940.00 3829.53 3828.00 1.5316+960.00 3824.25 3822.06 2.1916+980.00 3817.51 3816.11 1.4017+000.00 3811.42 3810.17 1.2517+020.00 3805.18 3804.23 0.9617+040.00 3798.97 3797.59 1.3817+060.00 3801.44 3799.38 2.0617+080.00 3802.84 3801.48 1.3617+100.00 3807.58 3805.93 1.6517+120.00 3812.42 3811.13 1.2917+140.00 3817.38 3816.33 1.0517+160.00 3822.67 3821.54 1.1417+180.00 3828.86 3827.35 1.5117+200.00 3835.50 3834.37 1.1417+220.00 3842.72 3841.38 1.3417+239.18 3850.05 3847.96 2.0917+240.00 3850.29 3848.03 2.2517+244.10 3851.38 3848.32 3.0517+260.00 3851.76 3848.38 3.3817+280.00 3851.65 3848.36 3.2917+300.00 3850.85 3848.34 2.5117+320.00 3850.40 3848.32 2.0717+340.00 3851.18 3848.30 2.8717+360.00 3851.04 3848.28 2.7617+380.00 3851.55 3848.26 3.2917+400.00 3850.79 3848.24 2.5417+420.00 3850.57 3848.22 2.3417+440.00 3851.18 3848.20 2.9817+460.00 3850.92 3848.18 2.7417+480.00 3850.08 3848.16 1.9217+500.00 3850.64 3848.14 2.5017+520.00 3850.59 3848.12 2.4717+540.00 3850.01 3848.10 1.9017+560.00 3850.29 3848.08 2.2017+580.00 3851.63 3848.06 3.56
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
17+600.00 3849.99 3848.04 1.9517+620.00 3850.35 3848.02 2.3317+640.00 3851.35 3848.00 3.3517+660.00 3850.02 3847.98 2.0317+680.00 3852.09 3847.96 4.1217+700.00 3851.40 3847.94 3.4617+720.00 3850.47 3847.92 2.5417+740.00 3851.29 3847.90 3.3817+760.00 3851.77 3847.88 3.8817+780.00 3851.31 3847.86 3.4517+800.00 3850.34 3847.84 2.4917+820.00 3850.32 3847.82 2.5017+840.00 3850.70 3847.80 2.8917+860.00 3849.98 3847.78 2.1917+880.00 3849.48 3847.76 1.7217+900.00 3850.24 3847.74 2.4917+920.00 3849.56 3847.72 1.8417+940.00 3849.60 3847.70 1.9017+960.00 3849.04 3847.68 1.3617+980.00 3849.54 3847.66 1.8718+000.00 3849.26 3847.64 1.6218+020.00 3849.36 3847.62 1.7418+040.00 3848.71 3847.60 1.1018+060.00 3849.73 3847.58 2.1418+080.00 3848.91 3847.56 1.3518+100.00 3849.39 3847.54 1.8518+120.00 3849.22 3847.52 1.7018+140.00 3849.03 3847.50 1.5218+160.00 3849.25 3847.48 1.7618+180.00 3849.38 3847.46 1.9118+200.00 3849.33 3847.44 1.8918+220.00 3849.07 3847.42 1.6518+240.00 3848.88 3847.40 1.4818+260.00 3849.53 3847.38 2.1418+280.00 3850.13 3847.36 2.7718+300.00 3849.40 3847.34 2.0518+320.00 3849.29 3847.32 1.9618+340.00 3849.52 3847.30 2.2218+360.00 3849.47 3847.28 2.1918+380.00 3849.48 3847.26 2.2118+400.00 3850.20 3847.24 2.9618+420.00 3849.90 3847.22 2.6718+440.00 3849.94 3847.20 2.7418+460.00 3850.10 3847.18 2.9218+480.00 3850.62 3847.16 3.4618+500.00 3849.26 3847.14 2.12
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
18+520.00 3849.38 3847.12 2.2518+540.00 3850.13 3847.10 3.0318+560.00 3848.85 3847.08 1.7618+577.25 3847.48 3847.07 0.4218+580.00 3847.86 3847.06 0.7918+600.00 3850.26 3847.04 3.2218+620.00 3849.19 3847.02 2.1718+640.00 3848.04 3847.00 1.0318+660.00 3847.62 3846.98 0.6418+680.00 3848.35 3846.96 1.3818+700.00 3848.50 3846.94 1.5618+720.00 3848.56 3846.92 1.6418+740.00 3848.44 3846.90 1.5318+760.00 3848.64 3846.88 1.7618+780.00 3849.82 3846.86 2.9618+800.00 3849.07 3846.84 2.2218+820.00 3850.07 3846.82 3.2518+840.00 3850.09 3846.80 3.2818+860.00 3849.91 3846.78 3.1318+880.00 3848.23 3846.76 1.4618+900.00 3848.13 3846.74 1.3918+920.00 3848.22 3846.72 1.4918+940.00 3848.57 3846.70 1.8718+960.00 3848.91 3846.68 2.2318+980.00 3849.43 3846.66 2.7719+000.00 3849.29 3846.64 2.6519+020.00 3848.77 3846.62 2.1419+040.00 3848.90 3846.60 2.3019+060.00 3849.49 3846.58 2.9119+080.00 3849.19 3846.56 2.6319+100.00 3849.08 3846.54 2.5319+107.40 3847.76 3846.54 1.2319+120.00 3847.93 3846.52 1.4019+140.00 3849.21 3846.50 2.7119+160.00 3849.25 3846.48 2.7719+180.00 3848.93 3846.46 2.4719+200.00 3848.18 3846.44 1.7419+209.00 3847.46 3846.43 1.0319+220.00 3848.64 3846.42 2.2219+240.00 3849.41 3846.40 3.0119+260.00 3849.45 3846.38 3.0619+280.00 3849.12 3846.36 2.7619+300.00 3849.07 3846.34 2.7319+320.00 3849.86 3846.32 3.5419+340.00 3850.59 3846.30 4.2819+360.00 3849.71 3846.28 3.43
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
19+380.00 3850.32 3846.26 4.0619+400.00 3849.95 3846.24 3.7119+420.00 3849.91 3846.22 3.6819+440.00 3847.89 3846.20 1.6819+460.00 3847.68 3846.18 1.4919+480.00 3848.13 3846.16 1.9619+500.00 3848.51 3846.14 2.3619+520.00 3848.18 3846.12 2.0519+540.00 3847.93 3846.10 1.8319+560.00 3847.97 3846.08 1.8819+580.00 3849.33 3846.06 3.2719+600.00 3847.51 3846.04 1.4719+620.00 3848.09 3846.02 2.0619+640.00 3847.92 3846.00 1.9119+660.00 3847.63 3845.98 1.6419+680.00 3848.22 3845.96 2.2619+700.00 3848.52 3845.94 2.5819+720.00 3847.64 3845.92 1.7219+740.00 3849.17 3845.90 3.2719+760.00 3847.86 3845.88 1.9719+780.00 3848.04 3845.86 2.1819+800.00 3847.48 3845.84 1.6419+820.00 3848.62 3845.82 2.8019+840.00 3848.41 3845.80 2.6119+860.00 3849.45 3845.78 3.6719+880.00 3847.43 3845.76 1.6619+900.00 3847.96 3845.74 2.2219+920.00 3848.44 3845.72 2.7219+940.00 3848.93 3845.70 3.2319+960.00 3849.56 3845.68 3.8719+980.00 3848.87 3845.66 3.2020+000.00 3847.71 3845.64 2.0620+020.00 3848.09 3845.62 2.4720+040.00 3848.49 3845.60 2.8920+060.00 3848.37 3845.58 2.7820+080.00 3848.23 3845.56 2.6620+100.00 3848.61 3845.54 3.0720+120.00 3848.44 3845.52 2.9120+140.00 3848.11 3845.50 2.6020+160.00 3848.14 3845.48 2.6620+180.00 3850.02 3845.46 4.5520+200.00 3849.71 3845.44 4.2720+220.00 3850.02 3845.42 4.6020+240.00 3848.47 3845.40 3.0720+260.00 3847.50 3845.38 2.1120+275.63 3845.60 3845.37 0.23
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
20+280.00 3846.91 3845.36 1.5520+300.00 3848.57 3845.34 3.2320+320.00 3847.16 3845.32 1.8320+340.00 3846.61 3845.30 1.3120+360.00 3847.25 3845.28 1.9720+380.00 3847.08 3845.26 1.8120+400.00 3847.60 3845.24 2.3620+420.00 3847.52 3845.22 2.3020+440.00 3848.32 3845.20 3.1120+460.00 3849.48 3845.18 4.3020+480.00 3848.09 3845.16 2.9320+499.00 3846.43 3845.14 1.2920+500.00 3846.55 3845.14 1.4120+520.00 3849.23 3845.12 4.1020+540.00 3846.69 3845.10 1.5920+560.00 3848.16 3845.08 3.0820+580.00 3847.86 3845.06 2.8020+600.00 3847.43 3845.04 2.3820+620.00 3846.72 3845.02 1.7020+640.00 3847.63 3845.00 2.6320+660.00 3847.73 3844.98 2.7520+680.00 3847.02 3844.96 2.0620+700.00 3847.15 3844.94 2.2020+720.00 3848.32 3844.92 3.4020+740.00 3847.34 3844.90 2.4420+760.00 3848.33 3844.88 3.4520+780.00 3846.76 3844.86 1.8920+800.00 3848.39 3844.84 3.5520+820.00 3846.71 3844.82 1.8820+840.00 3847.28 3844.80 2.4820+860.00 3847.00 3844.78 2.2220+880.00 3847.96 3844.76 3.1920+900.00 3850.28 3844.74 5.5320+920.00 3847.61 3844.72 2.8920+940.00 3849.71 3844.70 5.0020+960.00 3854.90 3844.68 10.2220+980.00 3858.96 3844.66 14.3021+000.00 3857.03 3844.64 12.3921+020.00 3848.07 3844.62 3.4521+040.00 3847.99 3844.60 3.3821+060.00 3848.22 3844.58 3.6421+080.00 3846.89 3844.56 2.3321+100.00 3850.69 3844.54 6.1521+120.00 3850.33 3844.52 5.8121+140.00 3845.75 3844.50 1.2421+160.00 3850.05 3844.48 5.56
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
21+180.00 3847.46 3844.46 2.9921+200.00 3848.96 3844.44 4.5221+220.00 3845.89 3844.42 1.4721+240.00 3849.11 3844.40 4.7021+260.00 3847.45 3844.38 3.0621+280.00 3846.55 3844.36 2.1921+300.00 3845.22 3844.34 0.8721+308.47 3844.59 3844.34 0.2621+320.00 3845.97 3844.32 1.6521+340.00 3847.46 3844.30 3.1521+360.00 3847.45 3844.28 3.1721+380.00 3846.21 3844.26 1.9521+400.00 3846.70 3844.24 2.4521+420.00 3846.46 3844.22 2.2421+440.00 3845.65 3844.20 1.4521+460.00 3845.67 3844.18 1.4921+480.00 3847.70 3844.16 3.5321+500.00 3846.05 3844.14 1.9021+520.00 3846.14 3844.12 2.0121+540.00 3846.59 3844.10 2.4921+560.00 3845.09 3844.08 1.0121+580.00 3847.31 3844.06 3.2421+600.00 3847.20 3844.04 3.1621+620.00 3845.28 3844.02 1.2521+640.00 3846.75 3844.00 2.7421+660.00 3846.21 3843.98 2.2221+680.00 3845.80 3843.96 1.8421+700.00 3846.18 3843.94 2.2421+720.00 3845.40 3843.92 1.4821+740.00 3846.14 3843.90 2.2421+760.00 3845.97 3843.88 2.0921+780.00 3845.01 3843.86 1.1421+800.00 3844.97 3843.84 1.1321+820.00 3846.18 3843.82 2.3521+840.00 3845.77 3843.80 1.9721+860.00 3848.01 3843.78 4.2321+880.00 3845.48 3843.76 1.7221+900.00 3845.95 3843.74 2.2121+920.00 3846.26 3843.72 2.5421+940.00 3846.15 3843.70 2.4521+960.00 3845.60 3843.68 1.9221+980.00 3844.77 3843.66 1.1022+000.00 3845.72 3843.64 2.0722+010.00 3844.71 3843.63 1.0822+020.00 3845.01 3843.62 1.3822+040.00 3845.59 3843.60 1.99
CUADRO DE COTAS TERRENO Y SUB-RASANTEPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOS
OBRA
UBICACIN
ITEM : CUADRO DE COTAS TERRENO Y COTAS SUBRASANTE
PROGRESIVAELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHO
22+060.00 3845.68 3843.58 2.1022+080.00 3845.52 3843.56 1.9622+100.00 3845.31 3843.54 1.7622+120.00 3844.93 3843.52 1.4022+140.00 3845.94 3843.50 2.4422+160.00 3845.52 3843.48 2.0422+180.00 3845.68 3843.46 2.2222+200.00 3846.07 3843.44 2.6222+220.00 3846.11 3843.42 2.6922+240.00 3846.79 3843.40 3.3922+260.00 3845.24 3843.38 1.8622+280.00 3845.38 3843.36 2.0222+300.00 3845.18 3843.34 1.8422+320.00 3845.10 3843.32 1.7822+323.12 3844.78 3843.32 1.4622+340.00 3845.38 3843.30 2.0822+360.00 3845.22 3843.28 1.9422+380.00 3845.20 3843.26 1.9322+400.00 3844.93 3843.24 1.6922+420.00 3844.66 3843.22 1.4422+440.00 3844.81 3843.20 1.6122+460.00 3845.96 3843.18 2.7822+480.00 3846.11 3843.16 2.9422+500.00 3845.75 3843.14 2.6022+520.00 3844.58 3843.12 1.4622+540.00 3844.78 3843.10 1.6822+560.00 3845.15 3843.08 2.0722+580.00 3845.15 3843.06 2.0822+589.09 3845.30 3843.05 2.25
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
1.32
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE COTAS TERRENO Y SUB-RASANTE
ESPESORES(M)TERRAPLEN
: CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10): ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA
CUADRO DE BMsPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE UBICACIN DE BMs.
N BM ESTE NORTE OBSERVACION
BM13.0 3873.463 562329.544 8536493.225 13+030.00 23.45m. Derecha sobre roca
BM13.5 3871.320 562615.377 8536263.898 13+605.00 27.30m. Derecha sobre roca
BM14.0 3866.241 562787.328 8535892.371 14+065.00 9.30m. Derecha sobre roca
BM14.5 3868.397 562778.762 8535531.835 14+560.00 14.25m. Derecha sobre roca
BM15.0 3867.467 562490.513 8535149.626 15+090.00 11.90m. Derecha sobre roca
BM16.0 3865.792 562343.454 8534330.798 16+055.00 10.50m. Derecha sobre roca
BM16.5 3859.505 562634.900 8534232.363 16+390.00 25.53m. Izquierda sobre roca
BM-ET1 3872.924 562461.337 8534123.694 16+440.00 10.55m. Derecha sobre roca
BM-ET2 3912.609 562451.175 8533952.132 16+615.00 Cumbre Sector Tnel
BM-ST1 3862.596 562491.564 8533698.468 16+870.00 27.65m. Izquierda sobre roca
BM-SS 3857.250 562520.686 8533292.925 17+060.00 36.60m. Derecha sobre roca
BM17.0 3802.277 562475.801 8533504.294 17+239.18 53.35m. Derecha sobre roca
BM17.5 3856.758 562858.403 8533396.284 17+560.00 16.00m. Derecha sobre roca
BM-3.0 3859.287 563191.773 8533209.811 18+100.00 34.35m. Derecha sobre roca
BM18.5 3853.524 563224.868 8532795.117 18+605.00 8.85m. Derecha sobre roca
BM19.0 3852.683 563578.219 8532691.722 19+115.00 13.30m. Derecha sobre roca
BM19.5 3858.971 563928.912 8532887.535 19+645.00 30.75m. Derecha sobre roca
BM20.0 3857.264 564278.097 8532743.110 20+215.00 13.25m. Derecha sobre roca
BM20.5 3854.779 564618.377 8532805.449 20+630.00 30.05m. Derecha sobre roca
BM21.0 3852.650 564756.581 8532379.663 21+280.00 17.05m. Derecha sobre roca
BM22.0 3853.601 565211.920 8531670.082 22+260.00 17.95m. Derecha sobre roca
BM22.3 3849.728 565388.930 8531451.854 22+560.00 13.90m. Derecha sobre roca
COTA (m.s.n.m.)
PARALELO A PROG.
CUADRO DE CARACTERISTICAS HIDRAULICASPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE CARACTERISTICAS HIDRULICAS
TRAMOQ b
Z nS y V A P T
FR E
B(m/seg.) (m.) (m/m) (m.) (m/seg.) (m) (m.) (m.) (m.) (m-Kg/Kg.)
13+200.00 15+780.00 1.50 0.75 1.00 0.014 -0.001 0.79 1.24 1.21 2.98 2.32 0.55 0.41 0.87 2.93
15+780.00 16+430.00 1.50 0.75 1.00 0.014 -0.002 0.66 1.61 0.93 2.62 2.07 0.76 0.36 0.79 2.67
16+430.00 16+865.85 1.50 3.00 0.014 -0.002 0.25 0.77 0.19 1.58 1.50 0.70 0.12 0.28 1.50
16+430.00 16+865.85 1.50 1.50 0.00 0.014 -0.002 0.59 1.53 0.89 2.68 1.50 0.63 0.33 0.71 1.50
16+865.85 16+876.10 1.00 1.50 0.00 0.014 -0.001 0.61 1.09 0.92 2.72 1.50 0.45 0.34 0.67 1.50
16+865.85 PRESA 0.50 0.90 0.00 0.014 -0.001 0.61 0.92 0.55 2.11 0.90 0.38 0.26 0.65 0.90
16+876.10 17+240.00 1.00
17+240.00 22+589.10 1.00 0.60 1.00 0.014 -0.001 0.69 1.12 0.89 2.56 1.98 0.53 0.35 0.76 2.48
SIFON HIDRAULICO 02 TUBERIAS DE =24" Q=1.00 m3/seg.
CUADRO DE CARACTERISTICAS HIDRAULICAS
Tipo de FlujoH
Tipo Canal(y + h)
0.30 Subcrtico 1.09 Trapezoidal
0.30 Subcrtico 0.96 Trapezoidal
0.30 Subcrtico 0.55 Mixto
0.30 Subcrtico 0.89 Rectangular
0.30 Subcrtico 0.91 Rectangular
0.30 Subcrtico 0.91 Rectangular
Circular
0.30 Subcrtico 0.99 Trapezoidal
h (Borde Libre)
CUADRO DE UBICACIN DE CALICATASPROYECTO : IRRIGACION CCOCHA-HUAYLLAY VINCHOSOBRA : CONSTRUCCION CANAL LATERAL DE RIEGO: TOMA ACCOMARCA - CHAUPIHUASI (Km. 13+200.00 - 22+589.10)UBICACIN : ACCOMARCA-CHAUPIHUASI; DISTRITO DE VINCHOS - PROVINCIA HUAMANGA - AYACUCHOITEM : CUADRO DE UBICACIN DE CALICATAS
PROGRESIVA N CALICATA PROFUNDIDAD (m.)13+000.00 CC-27 1.50
13+500.00 CC-28 1.50
14+000.00 CC-29 1.50
14+500.00 CC-30 1.50
15+000.00 CC-31 1.50
15+500.00 CC-32 1.50
16+000.00 CC-33 1.50
16+500.00 CC-34 1.50
17+000.00 CC-35 1.50
17+500.00 CC-36 1.50
18+000.00 CC-37 1.50
18+500.00 CC-38 1.50
19+000.00 CC-39 1.50
19+500.00 CC-40 1.50
20+000.00 CC-41 1.50
20+500.00 CC-42 1.50
21+000.00 CC-43 1.50
21+500.00 CC-44 1.50
22+000.00 CC-45 1.50
ELEM. CURVACOTASBMsCARACTERISTICAS HIDRAULICASCALICATAS