Distribution Networks DWG Block for AutoCAD

Distribution Networks DWG Block for AutoCAD

Drawing Secondary Distribution Networks.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Public enterprise irrigation drainage south, Villages, sheet, approval:, Ing. Vicente torres b., General manager ridrensur, Approved, Ing. Marlon Cueva Peña, Manager planning ridrensur, Technician ridrensur, revised:, Mr. Vicente herrera c., surveyor, lifting:, Topographic survey for the thesalia irrigation system, Indicated, scale:, December, date:, Canton store, Provincia: loja, Parroq: chuquiribamba, drawing:, Driving line profile, Contains:, Blessed, Juan salinas buri, he has., Cayetano pint, he has., Heirs of n. Sinche, he has., Juan salinas, he has., N. Vasquez, he has., Vasquez, he has., Heirs vasquez, he has., Heirs sinche, he has., Hermeregilio sinche, he has., Heirs sinche, he has., he has., he has., Heirs florinda sinche, he has., Gabriel guachizaca, he has., he has., Jose abel caraguay, he has., Jose abel caraguay, he has., Second day, he has., Second day, he has., he has., Toribio palaces, he has., Jose abel carabuay, he has., According to caraguay, he has., Ricardo caraguay, he has., Victor pint, he has., Second medina, he has., Ricardo caraguay, he has., Second medina, he has., Leonidas orgoño, he has., Luis diaz, he has., Ricardo caraguay, he has., Juan maria orozco, he has., Heirs of benedict ogoño, he has., Heirs of isaias sinche, he has., Second medina, he has., Juan Cuenca, he has., Glory buri, he has., Ricardo caraguay, he has., Heirs of sebastian sinche, he has., Maximum caraguay, he has., Luis diaz, he has., Heirs of baudilio pint, he has., Delfin lamb ogoño, he has., he has., Ricardo caraguay, he has., Heirs of victor palaces, he has., he has., Manuel satama, he has., Jose apolo sinche, he has., he has., Felix sinche, he has., Felix sinche, he has., Esterfilia sinche, he has., Elias pizarro, he has., Delfin buri, he has., Pink elvira buri, he has., Felix sinche, he has., Dolphin condoy, he has., Maria laura buri, he has., Kind angel guaya, he has., he has., Angel polibio buri, he has., Delfin buri, he has., Manuel Pinta, he has., Angel guillermo buri, he has., Gabriel guachisaca, he has., Benjamin caraguay, he has., Second benito basin, he has., Benign buri, he has., Benign buri, he has., Victor buri, he has., Luis buri loarte, he has., Luis diaz, he has., Delfin lamb ogoño, he has., Juana rivet, he has., Valentin ogoño, he has., Manuel abel buri, he has., Abelardo caraguay, he has., Pink matilde pint, he has., Abelardo caraguay, he has., Heirs of Juan Buri, Isabel medina, he has., Heirs of isabel sinche, he has., he has., Hros. Juan de la cruz buri, he has., Luis enrique buri, he has., Juan Buri, he has., Honorio guarac, he has., Derfilio buri, he has., Manuel antonio buri, he has., Victor alberto buri, he has., Polybory buri, he has., Valentin ogoño, he has., According to caraguay, he has., Benign buri, he has., Benito basin, he has., Isaias basin, he has., Polibio uri, he has., Luis buri loarte, he has., Benito basin, he has., Luis buri, he has., Felix sinche, he has., Derby condoy, he has., Hros. Eliseo buri, he has., catchment, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Pvc, from:, Li, Driving not. Red tasque, Reservoir, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Pvc, from:, Li, driving, Reservoir, he has., Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Pvc, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Pvc, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Pvc, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, from:, Li, Scales, Project data, cuts, Dynamic pressure, Piezometric dimension, Ground level, abscissa, Trp, Trp, Trp, Trp, T

Raw text data extracted from CAD file:

EMPRESA PÚBLICA DE RIEGO Y DRENAJE DEL SUR VILAS Lamina : VISTO BUENO: ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR APROBO: ING. MARLON CUEVA PEÑA GERENTE PLANIFICACIÓN RIDRENSUR Técnico RIDRENSUR REVISO: ------------------------- Sr. Vicente Herrera C. Topografo LEVANTAMIENTO: LEVANTAMIENTO TOPOGRAFICO PARA EL SISTEMA DE RIEGO TESALIA INDICADAS ESCALA: DICIEMBRE / 2011 FECHA: Cantón : LOJA Provincia:LOJA PARROQ: CHUQUIRIBAMBA DIBUJO: - PERFIL DE LA LINEA DE CONDUCCION CONTIENE: BENDITA 1 0+000 RF-1 A-1 P-1 C-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A-2 C-2 C-3 C-4 A-3 A-4 C-5 C-6 A-5 C-7 C-8 C-9 C-10 AUX-1 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 AUX-2 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 AUX-3 111 112 113 114 115 116 117 118 P-2 C-11 119 120 121 122 123 124 125 126 127 AUX-4 128 129 130 131 132 19 20 21 22 23 24 25 26 133 134 135 136 137 138 139 P-3 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 AUX-5 C-20 P-4 P-5 C-21 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 RF-3 RF-2 180 181 182 183 184 185 186 187 B-0+000 B-1 C-22 188 189 190 191 192 193 194 195 B-2 C-23 B-3 C-24 C-25 B-4 C-26 B-5 C-27 D-1 D-2 197 198 199 200 201 202 C-28 203 204 205 E-1 E-2 C-29 C-30 E-3 C-31 C-32 C-33 C-34 E-4 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 E-5 C-35 C-36 C-37 C-38 E-6 C-39 C-40 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 C-41 C-44 C-42 C-43 E-7 289 290 291 292 293 294 295 296 297 298 299 300 E-8 C-45 C-46 C-47 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 AUX-6 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 F-1 F-2 C-49 C-48 C-50 C-53 C-52 C-51 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 F-3 385 G-1 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 C-57 C-58 C-54 C-55 C-56 C-59 C-60 AUX-7 408 409 410 411 412 413 414 415 AUX-8 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 AUX-9 AUX-10 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 AUX-11 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 AUX-12 600 601 602 603 604 605 606 607 AUX-13 AUX-14 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 AUX-15 649 650 651 652 653 654 AUX-16 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 AUX-17 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 AUX-18 AUX-19 AUX-20 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 AUX-21 730 731 732 733 734 735 736 AUX-22 737 738 739 740 741 742 743 744 746 745 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 AUX-23 767 768 769 770 771 772 773 774 775 776 777 778 AUX-24 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 AUX-25 AUX-26 859 860 861 862 863 864 865 866 AUX-27 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 AUX-27A 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 C-61 C-62 C-63 C-64 C-65 C-66 C-67 C-68 C-69 C-70 C-71 C-72 C-73 C-74 A-6 C-75 A-7 975 976 977 C-76 C-77 C-78 C-79 C-80 C-81 A-8 A-9 C-82 C-83 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 AUX-28 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 AUX-29 AUX-30 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 AUX-31 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 AUX-32 1124 1125 1126 1127 1128 1129 AUX-33 1121 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 1147 1148 1149 1150 1151 1152 1153 1154 1155 1156 AUX-34 AUX-35 1157 1158 1159 1160 1161 1162 1163 1164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 AUX-36 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1231 1232 1233 1234 1235 1236 1237 AUX-37 1238 AUX-39 1239 1240 1241 1242 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 AUX-40 1264 1265 1266 AUX-41 1267 1268 1269 1270 1271 1272 1273 1274 AUX-42 1275 1276 1277 1278 1279 1280 1281 1282 1283 1284 1285 1286 1287 1288 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 AUX-43 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 AUX-44 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 1458 AUX-45 AUX-46 1459 1460 1461 1462 1463 1464 1465 1466 1467 1468 1469 1470 1471 1472 1473 1474 1475 1476 1477 1478 1479 1480 1481 1482 1483 1484 1485 1486 1487 1488 1489 1490 1491 1492 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 C-84 C-85 H-1 H-2 C-86 C-87 H-3 C-88 C-89 H-4 C-90 C-91 C-92 H-5 H-6 C-93 C-94 C-95 C-96 C-97 C-98 C-99 C-100 H-7 H-8 C-101 H-9 C-102 1508 1509 AUX-47 H-10 C-103 C-104 H-11 C-115 C-114 C-113 C-112 C-111 C-110 C-109 C-108 C-107 C-106 1510 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 AUX-48 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 1588 1589 1590 C-116 C-117 C-118 C-119 D-3 C-120 C-121 C-122 C-123 C-124 C-125 C-126 C-127 C-128 C-129 D-4 D-5 C-130 C-131 C-132 1591 1592 1593 C-133 C-134 C-135 D-6 1594 1595 1596 C-136 D-7 C-137 C-138 C-139 C-140 C-141 D-8 D-9 C-142 C-143 C-144 C-145 C-146 C-147 C-148 G-2 C-149 C-150 C-151 G-3 C-152 C-153 C-154 G-4 JUAN SALINAS BURI A:0.34 Ha. CAYETANO PINTA A:0.21 Ha. HEREDEROS DE N. SINCHE A:0.25 Ha. JUAN SALINAS A:0.26 Ha. N. VASQUEZ A:0.12 Ha. N VASQUEZ A:0.16 Ha. HEREDEROS VASQUEZ A:0.34 Ha. HEREDEROS SINCHE A:0.3 Ha. HERMEREGILIO SINCHE A:0.27 Ha. HEREDEROS SINCHE A:0.6 Ha. NN A:0.13 Ha. NN A:0.12 Ha. HEREDEROS FLORINDA SINCHE A:0.33 Ha. GABRIEL GUACHIZACA A:0.89 Ha. NN A:1.27 Ha. JOSE ABEL CARAGUAY A:0.37 Ha. JOSE ABEL CARAGUAY A:0.31 Ha. SEGUNDO DIAZ A:0.11 Ha. SEGUNDO DIAZ A:0.3 Ha. NN A:0.19 Ha. TORIBIO PALACIOS A:0.33 Ha. JOSE ABEL CARABUAY A:0.14 Ha. SEGUNDO CARAGUAY A:0.11 Ha. RICARDO CARAGUAY A:0.45 Ha. VICTOR PINTA A:0.05 Ha. SEGUNDO MEDINA A:0.1 Ha. RICARDO CARAGUAY A:0.11 Ha. SEGUNDO MEDINA A:0.16 Ha. LEONIDAS OGOÑO A:0.38 Ha. LUIS DÍAZ A:0.06 Ha. RICARDO CARAGUAY A:0.26 Ha. JUAN MARIA OROZCO A:0.35 Ha. A:0.71 Ha. HEREDEROS DE BENEDICTO OGOÑO A:0.34 Ha. HEREDEROS DE ISAIAS SINCHE A:0.24 Ha. SEGUNDO MEDINA A:0.27 Ha. JUAN CUENCA A:0.12 Ha. GLORIA BURI A:0.05 Ha. RICARDO CARAGUAY A:0.14 Ha. HEREDEROS DE SEBASTIAN SINCHE A:0.93 Ha. MAXIMO CARAGUAY A:0.29 Ha. LUIS DIAZ A:0.07 Ha. HEREDEROS DE BAUDILIO PINTA A:0.29 Ha. DELFIN CORDERO OGOÑO A:0.12 Ha. NN A:0.1 Ha. RICARDO CARAGUAY A:0.68 Ha. HEREDEROS DE VICTOR PALACIOS A:0.45 Ha. NN A:0.17 Ha. MANUEL SATAMA A:0.26 Ha. JOSE APOLO SINCHE A:0.15 Ha. NN A:0.34 Ha. FELIX SINCHE A:0.22 Ha. FELIX SINCHE A:0.16 Ha. ESTERFILIA SINCHE A:0.07 Ha. ELIAS PIZARRO A:0.37 Ha. DELFIN BURI A:0.19 Ha. ROSA ELVIRA BURI A:0.09 Ha. felix sinche A:0.09 Ha. delfina condoy A:0.04 Ha. MARIA LAURA BURI A:0.07 Ha. ANGEL AMABLE GUAYA A:0.05 Ha. NN A:0.2 Ha. ANGEL POLIBIO BURI A:0.22 Ha. DELFIN BURI A:0.95 Ha. MANUEL PINTA A:0.44 Ha. A:0.59 Ha. ANGEL GUILLERMO BURI A:0.59 Ha. GABRIEL GUACHISACA A:1.49 Ha. BENJAMIN CARAGUAY A:0.57 Ha. SEGUNDO BENITO CUENCA A:0.15 Ha. BENIGNO BURI A:0.37 Ha. BENIGNO BURI A:0.17 Ha. VICTOR BURI A:0.15 Ha. LUIS BURI LOARTE A:0.74 Ha. LUIS DIAZ A:0.05 Ha. DELFIN CORDERO OGOÑO A:0.14 Ha. JUANA REMACHE A:0.44 Ha. VALENTIN OGOÑO A:0.17 Ha. MANUEL ABEL BURI A:0.12 Ha. ABELARDO CARAGUAY A:0.08 Ha. ROSA MATILDE PINTA A:0.78 Ha. ABELARDO CARAGUAY A:0.38 Ha. HEREDEROS DE JUAN BURI A:0.87Ha. ISABEL MEDINA A:0.25 Ha. HEREDEROS DE ISABEL SINCHE A:0.31 Ha. NN A:0.15 Ha. HROS. JUAN DE LA CRUZ BURI A:0.27 Ha. LUIS ENRIQUE BURI A:0.33 Ha. JUAN BURI A:0.18 Ha. HONORIO GUARAC A:0.17 Ha. DERFILIO BURI A:0.38 Ha. MANUEL ANTONIO BURI A:0.11 Ha. VICTOR ALBERTO BURI A:0.46 Ha. POLIBIO BURI A:0.37 Ha. VALENTIN OGOÑO A:0.18 Ha. SEGUNDO CARAGUAY A:0.25 Ha. BENIGNO BURI A:0.09 Ha. BENITO CUENCA A:0.11 Ha. ISAIAS CUENCA A:0.3 Ha. POLIBIO URI A:0.05 Ha. LUIS BURI LOARTE A:0.04 Ha. BENITO CUENCA A:0.03 Ha. LUIS BURI A:0.82 Ha. FELIX SINCHE A:0.81 Ha. DERFIRIA CONDOY A:0.29 Ha. HROS. ELISEO BURI A:0.12 Ha. E-684100 E-684100 E-684200 E-684200 E-684300 E-684300 E-684400 E-684400 E-684500 E-684600 N-9570900 N-9570800 N-9570800 N-9570700 N-9570700 N-9570600 N-9570600 N-9570500 N-9570400 N-9570400 N-9570300 N-9570200 N-9570200 N-9570100 N-9570100 N-9570000 N-9570000 E-684700 E-684700 E-684800 E-684800 E-684900 E-684900 E-685000 E-685000 E-685100 E-685200 E-685300 N-9570900 N-9570800 N-9570800 N-9570700 N-9570700 N-9570600 N-9570600 N-9570500 N-9570400 N-9570400 N-9570300 N-9570300 N-9570200 N-9570200 N-9570100 N-9570100 N-9570000 N-9570000 2530 2525 2520 2515 2510 2510 2505 2505 2500 2500 2500 2495 2460 2455 2450 2450 2445 2440 2440 2435 2435 2430 2430 2425 2425 2440 2435 2430 2425 2420 2415 2410 2410 2405 2405 2400 2395 2395 2390 2385 2380 2375 2375 2370 2365 2360 2355 2350 2345 2345 2340 2340 2335 2330 2330 2325 2325 2325 2325 2320 2315 2310 2305 2300 2300 2295 2290 2285 2285 2280 2275 2270 2270 2265 2260 2255 2250 2340 2335 2335 2330 2325 2320 2315 2315 2310 2305 2305 2300 2295 2290 2285 2280 2280 2275 2270 2265 2260 2255 2250 2245 2240 2240 2240 2240 2235 2235 2230 2225 2220 2215 2210 2205 2205 2200 2195 2190 2190 2185 2185 2180 2180 2180 2180 2175 2175 2170 2170 2165 2165 2165 2160 2160 2385 2385 2380 2380 2375 2375 2370 2370 2365 2360 2355 2350 2345 2340 2335 2335 2330 2325 2325 2325 2320 2315 2310 2305 2300 2295 2295 2290 2285 2285 2280 2280 2275 2270 2265 2260 2255 2255 2250 2245 2240 2235 2230 2225 2225 2220 2220 2215 2210 2210 2205 2200 2195 2190 2185 2180 2180 2175 2175 2175 2170 2170 2170 2370 2365 2360 2355 2350 2345 2340 2335 2330 2325 2320 2315 2310 2305 2300 2300 2295 2295 2290 2285 2280 2275 2270 2265 2260 2255 2250 2245 2240 2235 2230 2225 2225 2220 2220 2215 2210 2205 2205 2200 2200 2195 2195 2190 2185 2185 2180 2175 2170 2170 2170 2345 2340 2335 2330 2325 2320 2315 2310 2305 2300 2295 2290 2285 2280 2275 2275 2270 2265 2260 2255 2255 2250 2250 2245 2245 2245 2245 2240 2240 2240 2240 2240 2235 2230 2225 2245 2240 2235 0+000 0+000.00 2500.94 P-1 0+011.28 2499.75 P-2 0+046.35 2494.46 P-3 0+059.18 2486.71 C-12 0+070.21 2475.69 C-13 0+076.73 2469.92 C-14 0+083.27 2475.73 C-15 0+105.48 2477.77 C-16 0+115.82 2476.5 C-17 0+132.96 2470.5 C-18 0+148.75 2465.22 C-19 0+173.23 2465.09 C-20 0+203.69 2455.71 C-21 0+217.63 2450.4 P-5 0+236.37 2444.28 0+000 0+000.00 2500.94 A-1 0+014.48 2499.8 A-2 0+041.42 2498.01 C-2 0+055.09 2497.25 C-3 0+080.52 2495.56 C-4 0+103.67 2492.41 A-3 0+135.50 2489.14 C-5 0+161.01 2480.21 C-6 0+186.60 2469.72 A-4 0+210.55 2465.32 C-9 0+234.44 2452.86 C-10 0+246.03 2445.23 A-5 0+298.32 2421.44 C-61 0+321.91 2406.73 C-62 0+342.47 2394.48 C-63 0+356.88 2386.02 C-64 0+374.31 2377.5 C-66 0+400.04 2365.01 C-67 0+425.89 2357.08 C-68 0+449.03 2347.62 C-69 0+466.13 2341.3 C-70 0+478.43 2337.52 C-71 0+506.65 2325.81 C-73 0+539.63 2318.42 C-74 0+555.77 2314.19 A-6 0+585.68 2305.49 C-75 0+604.62 2300.98 A-7 0+622.18 2293.47 C-76 0+638.55 2286.15 C-77 0+658.37 2277.6 C-78 0+682.01 2269.08 C-79 0+714.20 2257.53 C-80 0+730.58 2251.94 C-81 0+768.26 2241.83 A-8 0+801.34 2231.06 C-82 0+816.47 2226.78 C-83 0+830.38 2223.5 A-9 0+851.52 2220.19 P-5 0+000.00 2444.28 B-0+000 0+025.02 2438.6 C-22 0+031.84 2437.02 B-1 0+038.07 2433.89 C-23 0+065.26 2422.45 B-2 0+073.75 2420.88 C-24 0+078.34 2417.53 C-25 0+094.89 2409.02 B-3 0+117.88 2400.25 C-26 0+124.21 2397.36 B-4 0+151.71 2382.1 D-1 0+165.14 2376.91 C-28 0+180.94 2361.98 D-2 0+243.09 2324.13 C-117 0+260.75 2316.19 C-118 0+281.70 2310.64 D-3 0+288.33 2308.97 C-123 0+329.69 2293.92 C-124 0+346.36 2288.63 C-125 0+358.81 2283.34 C-126 0+375.10 2278.18 C-128 0+397.91 2271.6 C-129 0+411.67 2270.2 D-4 0+456.14 2259.64 C-130 0+462.04 2257.23 D-5 0+483.08 2254.61 C-131 0+487.57 2251.18 C-133 0+524.43 2241.45 C-134 0+549.16 2236.64 C-135 0+574.86 2229.91 C-136 0+596.97 2223.19 D-6 0+618.16 2220.37 C-137 0+640.10 2216.08 D-7 0+665.37 2211.7 C-139 0+687.96 2205.72 D-8 0+737.86 2196.21 C-142 0+764.38 2187.52 D-9 0+804.21 2176.96 B-3 2400.25 E-1 0+013.75 2399.32 E-2 0+050.09 2394.3 C-29 0+068.56 2392.3 C-30 0+086.97 2387.8 C-31 0+102.49 2385.65 E-3 0+123.56 2386.38 C-32 0+129.85 2382.71 C-34 0+138.34 2386.77 E-4 0+152.21 2386.51 C-35 0+162.22 2382.23 C-36 0+182.90 2377.87 C-37 0+193.46 2370.22 C-38 0+240.29 2357.12 E-5 0+259.69 2357.34 C-39 0+271.59 2351.46 C-40 0+281.95 2348.82 C-41 0+307.22 2351.86 E-6 0+320.96 2349.99 C-48 0+341.43 2342.93 F-1 0+355.41 2337.7 C-51 0+374.57 2329.77 C-52 0+400.11 2317.66 C-53 0+419.29 2309.3 F-2 0+456.36 2292.13 H-1 0+480.49 2280.43 404 0+486.49 2282.13 H-2 0+504.73 2276.77 C-86 0+521.02 2274.59 C-87 0+530.75 2273.52 H-3 0+552.55 2271.01 C-88 0+561.26 2269.97 C-89 0+591.32 2267.37 C-91 0+615.80 2263.24 H-5 0+639.97 2260.02 C-93 0+657.96 2258.53 H-6 0+691.29 2254.73 C-96 0+704.68 2249.93 C-97 0+736.79 2243.14 C-98 0+743.27 2241.09 C-99 0+771.64 2238.1 C-100 0+787.80 2238.59 H-7 0+807.53 2239.13 C-101 0+849.18 2243.55 H-8 0+861.92 2247.49 H-9 0+878.10 2246.4 C-104 0+907.51 2234.03 H-10 0+925.28 2226.2 C-106 0+932.38 2220.92 C-108 0+961.22 2206.36 C-112 1+017.34 2191.84 C-114 1+043.98 2187.14 C-115 1+060.66 2183.43 H-11 1+079.28 2180.06 F-2 0+000.00 2292.13 C-55 0+021.55 2281.41 C-60 0+043.79 2273.52 C-59 0+069.01 2266.64 C-58 0+097.70 2260.25 C-57 0+142.85 2252.9 G-1 0+198.12 2242.1 C-143 0+201.19 2239.77 C-144 0+220.72 2235.84 C-145 0+227.22 2233.22 C-147 0+249.42 2227.36 C-148 0+268.75 2224.76 C-149 0+281.11 2221.68 C-150 0+302.48 2217.22 G-2 0+324.03 2213.37 C-151 0+340.40 2209.91 G-3 0+360.28 2206.56 C-152 0+373.64 2202.14 C-153 0+405.36 2196.58 C-154 0+434.99 2191.77 G-4 0+469.30 2186.17 CAPTACION 2440 2450 2460 2470 2480 2490 2500 2510 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_1 0+000.00 2500.82 2500.82 0 0.8 C_2 0+013.32 2499.1 2499.1 1.28 0.8 C_3 0+039.65 2498.01 2498.01 1.49 0.8 C_4 0+053.33 2497.25 2497.25 1.81 0.8 C_5 0+078.76 2495.56 2495.56 2.65 0.8 C_6 0+101.90 2492.41 2492.41 5.03 0.8 C_7 0+133.73 2489.14 2489.14 7.24 0.8 C_8 0+159.25 2480.21 2480.21 15.28 0.8 C_9 0+184.84 2469.72 2469.72 24.85 0.8 C_10 0+208.79 2465.32 2465.32 28.45 0.8 C_11 0+232.68 2452.86 2452.86 40.02 0.8 C_12 0+244.26 2445.23 2445.23 47.19 0.8 TRP 0+000.00 2500.82 PD=0 CP=2500.02 D= 63mm x0.8Mpa PVC P U-E/C Q= 3.6L/s; Li= 244.26m; V= 1.32m/s DE: C_1 A: C_12 d: 63mm x0.8Mpa V: 1.32 m/s Q: 3.6l/s Li: 244.263m CONDUCCION No. 1 RED TASQUE RESERVORIO C_1 2500.821 C_2 2499.100 C_3 2498.012 C_4 2497.248 C_5 2495.560 C_6 2492.407 C_7 2489.145 C_8 2480.206 C_9 2469.720 C_10 2465.319 C_11 2452.858 C_12 2445.229 D_1 2505.874 D_2 2499.748 D_3 2494.463 D_4 2486.709 D_5 2475.686 D_6 2475.727 D_7 2477.768 D_8 2476.501 D_9 2470.496 D_10 2465.217 D_11 2465.095 D_12 2459.157 D_13 2450.398 2450 2460 2470 2480 2490 2500 2510 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA D_1 0+000.00 2505.87 2505.87 0 0.8 D_2 0+018.00 2499.75 2499.75 5.5 0.8 D_3 0+053.07 2494.46 2494.46 9.61 0.8 D_4 0+065.90 2486.71 2486.71 16.87 0.8 D_5 0+076.93 2475.69 2475.69 27.38 0.8 D_6 0+089.96 2475.73 2475.73 26.9 0.8 D_7 0+112.18 2477.77 2477.77 24.13 0.8 D_8 0+122.51 2476.5 2476.5 25.05 0.8 D_9 0+139.65 2470.5 2470.5 30.45 0.8 D_10 0+155.44 2465.22 2465.22 35.18 0.8 D_11 0+179.93 2465.09 2465.09 34.5 0.8 D_12 0+203.58 2459.16 2459.16 39.63 0.8 D_13 0+224.33 2450.4 2450.4 47.64 0.8 TRP 0+000.00 2505.87 PD=0 CP=2505.07 D= 63mm x0.8Mpa PVC P U-E/C Q= 3.6L/s; Li= 224.33m; V= 1.32m/s DE: D_1 A: D_13 d: 63mm x0.8Mpa V: 1.32 m/s Q: 3.6l/s Li: 224.331m CONDUCCION D RESERVORIO 2 A:0.05 Ha. 21t 211t 24t 2112t 2113t 2117t 11t 12t D_28 2223.503 D_29 2220.193 D_1 2445.229 D_2 2421.442 D_3 2406.733 D_4 2394.482 D_5 2386.020 D_6 2377.502 D_7 2371.894 D_8 2365.008 D_9 2357.081 D_10 2347.623 D_11 2341.300 D_12 2337.525 D_13 2325.810 D_14 2325.445 D_15 2318.415 D_16 2314.193 D_17 2305.491 D_18 2300.979 D_19 2293.471 D_20 2286.153 D_21 2277.602 D_22 2269.085 D_23 2257.527 D_24 2251.935 D_25 2241.829 D_26 2231.063 D_27 2226.785 D_28 2223.503 D_29 2220.193 D_2_2 2414.377 D_2_3 2411.360 D_2_4 2412.604 D_2_5 2407.203 D_2_6 2403.640 D_2_7 2401.271 D_2_8 2398.657 D_14_2 2325.129 D_14_3 2322.054 D_14_4 2318.784 D_14_5 2316.474 D_14_6 2313.476 D_14_7 2310.490 D_14_8 2308.266 D_14_9 2300.253 D_14_10 2291.676 D_14_11 2270.617 D_14_12 2260.295 D_14_13 2255.139 D_14_14 2248.182 D_14_11_2 2273.808 D_14_11_3 2273.557 D_14_11_4 2270.034 D_14_11_5 2270.399 D_14_11_6 2270.795 D_14_11_7 2267.538 D_14_11_8 2261.938 D_14_11_9 2256.140 C_1 2444.284 C_2 2438.603 C_3 2437.024 C_4 2433.894 C_5 2422.450 C_6 2420.878 C_7 2417.527 C_8 2409.025 C_9 2400.253 C_10 2397.359 C_11 2382.103 C_12 2376.912 C_13 2361.979 C_14 2345.254 C_15 2324.133 C_16 2319.182 C_17 2320.828 C_18 2316.188 C_19 2310.643 C_20 2308.973 C_21 2297.668 C_22 2288.634 C_23 2283.343 C_24 2274.324 C_25 2270.204 C_26 2259.637 C_27 2254.612 C_28 2244.418 C_29 2236.639 C_30 2229.913 C_31 2223.188 C_32 2220.368 C_33 2216.083 C_34 2211.696 C_35 2205.725 C_26_1 2259.637 C_26_2 2250.543 C_26_3 2242.564 C_26_4 2237.814 C_26_5 2236.455 C_26_6 2233.080 C_26_7 2229.463 C_26_8 2221.441 C_13_2 2355.882 C_13_3 2351.478 C_13_4 2352.504 C_13_5 2346.101 C_13_6 2338.209 C_13_7 2329.333 C_13_8 2321.957 C_13_9 2314.839 C_13_10 2306.337 C_13_11 2301.709 C_13_12 2291.422 C_13_13 2286.220 C_13_14 2282.035 C_13_15 2275.245 C_13_16 2271.658 C_13_17 2266.966 C_17_2 2313.513 C_17_3 2310.247 C_17_4 2306.666 C_17_5 2307.645 C_17_6 2305.841 C_17_7 2302.659 C_17_8 2293.837 C_17_9 2286.682 C_17_10 2280.796 C_17_11 2280.115 C_17_12 2277.993 C_17_13 2273.705 C_17_14 2269.794 C_17_15 2260.293 C_17_16 2254.611 C_17_17 2254.254 C_17_18 2250.365 C_17_19 2247.077 C_17_20 2243.373 C_17_21 2236.240 C_17_22 2231.786 C_17_23 2229.398 C_17_24 2224.972 C_11_2 2382.103 C_11_3 2382.103 C_11_4 2382.103 C_11_5 2382.103 C_11_6 2382.103 C_11_7 2382.103 C_11_8 2382.103 C_11_9 2382.103 C_11_10 2382.103 C_11_11 2382.103 C_11_12 2382.103 C_11_13 2382.103 C_11_14 2382.103 C_11_15 2382.103 C_11_16 2382.103 C_11_17 2382.103 C_11_18 2382.103 C_11_19 2382.103 C_11_20 2382.103 C_11_21 2382.103 C_11_22 2382.103 C_11_23 2382.103 C_11_24 2382.103 C_11_25 2382.103 C_11_26 2382.103 C_11_27 2382.103 C_11_28 2382.103 C_11_29 2382.103 C_11_30 2382.103 C_11_27_2 2249.311 C_11_27_3 2244.410 C_11_27_4 2242.098 C_11_27_5 2235.837 C_11_27_6 2227.903 C_11_27_7 2228.526 C_11_27_8 2222.166 C_11_27_9 2220.168 C_11_27_10 2217.909 C_11_27_11 2211.236 C_11_27_12 2209.148 C_11_27_13 2206.131 C_11_27_14 2198.206 C_11_27_15 2195.284 C_11_27_16 2192.024 C_11_27_17 2188.396 C_11_27_18 2180.501 C_9_2 2399.322 C_9_3 2394.302 C_9_4 2392.300 C_9_5 2387.803 C_9_6 2386.381 C_9_7 2382.710 C_9_8 2382.230 C_9_9 2377.866 C_9_10 2370.223 C_9_11 2357.122 C_9_12 2357.344 C_9_13 2348.817 C_9_14 2340.052 C_9_15 2333.002 C_9_16 2329.014 C_9_17 2316.759 C_9_18 2307.930 C_9_19 2292.057 C_9_20 2282.127 C_9_21 2277.063 C_9_22 2274.586 C_9_23 2273.524 C_9_24 2272.111 C_9_25 2271.013 C_9_26 2269.600 C_9_27 2269.422 C_9_28 2260.778 C_9_29 2256.053 C_9_30 2250.405 C_9_31 2246.821 C_9_32 2243.607 C_9_33 2236.102 C_9_34 2225.516 C_9_35 2223.905 C_9_36 2223.336 C_9_37 2223.670 C_9_38 2222.571 C_9_39 2220.388 C_9_40 2219.070 C_9_41 2218.800 C_9_42 2217.230 C_9_43 2212.244 C_9_44 2207.682 C_9_45 2198.507 C_9_46 2191.992 C_9_47 2187.588 C_9_48 2176.278 C_9_16_2 2329.546 C_9_16_3 2330.560 C_9_16_4 2330.927 C_9_16_5 2330.681 C_9_16_6 2330.153 C_9_16_7 2329.649 C_9_27_2 2269.242 C_9_27_3 2269.094 C_9_27_4 2269.113 C_9_27_5 2268.436 C_9_33_2 2236.856 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 2390 2400 2410 2420 2430 2440 2450 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA D_1 0+000.00 2445.23 2445.23 0 0.6 D_2 0+052.29 2421.44 2421.44 23.53 0.6 D_3 0+075.89 2406.73 2406.73 38.14 0.6 D_4 0+096.44 2394.48 2394.48 50.32 0.6 D_5 0+110.85 2386.02 2386.02 8.41 0.6 D_6 0+128.28 2377.5 2377.5 16.88 0.6 D_7 0+140.87 2371.89 2371.89 22.45 0.6 D_8 0+154.01 2365.01 2365.01 29.29 0.6 D_9 0+179.86 2357.08 2357.08 37.14 0.6 D_10 0+203.00 2347.62 2347.62 46.54 0.6 D_11 0+220.10 2341.3 2341.3 52.38 0.6 D_12 0+232.40 2337.52 2337.52 3.55 0.6 D_13 0+260.63 2325.81 2325.81 14.75 0.6 D_14 0+268.42 2325.45 2325.45 14.98 0.6 D_15 0+293.60 2318.42 2318.42 21.88 0.6 D_16 0+309.75 2314.19 2314.19 26.06 0.6 D_17 0+339.66 2305.49 2305.49 34.67 0.6 D_18 0+358.59 2300.98 2300.98 39.16 0.6 D_19 0+376.15 2293.47 2293.47 46.64 0.6 D_20 0+392.52 2286.15 2286.15 53.88 0.6 D_21 0+412.34 2277.6 2277.6 8.46 0.6 D_22 0+435.98 2269.08 2269.08 16.88 0.6 D_23 0+468.17 2257.53 2257.53 28.3 0.6 D_24 0+484.55 2251.94 2251.94 33.82 0.6 D_25 0+522.23 2241.83 2241.83 43.77 0.6 D_26 0+555.31 2231.06 2231.06 54.49 0.6 D_27 0+570.44 2226.78 2226.78 58.75 0.6 D_28 0+584.36 2223.5 2223.5 62.02 0.6 D_29 0+605.50 2220.19 2220.19 65.3 0.6 TRP 0+000.00 2445.23 PD=0 CP=2444.63 TRP 0+096.44 2394.48 PD=50.32 CP=2444.21 TRP 0+220.10 2341.3 PD=52.38 CP=2393.08 TRP 0+392.52 2286.15 PD=53.88 CP=2339.44 TRP 0+605.50 2220.19 PD=65.3 CP=2284.89 D= 63mm x0.8Mpa PVC P U-E/C Q= 1.23L/s; Li= 52.29m; V= 0.45m/s D= 63mm x0.8Mpa PVC P U-E/C Q= 1.06L/s; Li= 23.59m; V= 0.39m/s D= 63mm x0.8Mpa PVC P U-E/C Q= 0.97L/s; Li= 103.97m; V= 0.35m/s D= 63mm x0.8Mpa PVC P U-E/C Q= 0.88L/s; Li= 23.14m; V= 0.32m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.88L/s; Li= 17.1m; V= 0.86m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.7L/s; Li= 48.32m; V= 0.68m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.35L/s; Li= 25.18m; V= 0.34m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.26L/s; Li= 46.05m; V= 0.26m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 36.49m; V= 0.17m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 146.08m; V= 0.27m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 83.26m; V= 0.14m/s DE: D_1 A: D_2 d: 63mm x0.8Mpa V: 0.45 m/s Q: 1.232l/s Li: 52.294m DE: D_2 A: D_3 d: 63mm x0.8Mpa V: 0.39 m/s Q: 1.056l/s Li: 23.592m DE: D_3 A: D_9 d: 63mm x0.8Mpa V: 0.35 m/s Q: 0.968l/s Li: 103.973m DE: D_9 A: D_10 d: 63mm x0.8Mpa V: 0.32 m/s Q: 0.88l/s Li: 23.145m DE: D_10 A: D_11 d: 40mm x1.25Mpa V: 0.86 m/s Q: 0.88l/s Li: 17.1m DE: D_11 A: D_14 d: 40mm x1.25Mpa V: 0.68 m/s Q: 0.704l/s Li: 48.322m DE: D_14 A: D_15 d: 40mm x1.25Mpa V: 0.34 m/s Q: 0.352l/s Li: 25.178m DE: D_15 A: D_17 d: 40mm x1.25Mpa V: 0.26 m/s Q: 0.264l/s Li: 46.054m DE: D_17 A: D_19 d: 40mm x1.25Mpa V: 0.17 m/s Q: 0.176l/s Li: 36.495m DE: D_19 A: D_25 d: 32mm x1.25Mpa V: 0.27 m/s Q: 0.176l/s Li: 146.083m DE: D_25 A: D_29 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 83.261m 2390 2400 2410 2420 2430 2440 2450 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA D_2 0+000.00 2421.44 2421.44 23.53 0.6 D_2_2 0+012.30 2414.38 2414.38 30.58 0.6 D_2_3 0+034.40 2411.36 2411.36 33.57 0.6 D_2_4 0+048.87 2412.6 2412.6 32.3 0.6 D_2_5 0+064.88 2407.2 2407.2 37.69 0.6 D_2_6 0+077.80 2403.64 2403.64 41.23 0.6 D_2_7 0+086.95 2401.27 2401.27 43.59 0.6 D_2_8 0+097.63 2398.66 2398.66 46.19 0.6 TRP 0+000.00 2421.44 PD=23.53 CP=2444.37 TRP 0+097.63 2398.66 PD=46.19 CP=2444.25 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 97.63m; V= 0.14m/s DE: D_2 A: D_2_8 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 97.632m 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA D_14 0+000.00 2325.45 2325.45 14.98 0.6 D_14_2 0+001.83 2325.13 2325.13 15.27 0.6 D_14_3 0+013.08 2322.05 2322.05 18.17 0.6 D_14_4 0+021.02 2318.78 2318.78 21.32 0.6 D_14_5 0+031.04 2316.47 2316.47 23.48 0.6 D_14_6 0+039.70 2313.48 2313.48 26.34 0.6 D_14_7 0+050.44 2310.49 2310.49 29.16 0.6 D_14_8 0+061.67 2308.27 2308.27 31.22 0.6 D_14_9 0+072.85 2300.25 2300.25 39.03 0.6 D_14_10 0+090.64 2291.68 2291.68 47.44 0.6 D_14_11 0+120.57 2270.62 2270.62 20.74 0.6 D_14_12 0+143.61 2260.3 2260.3 30.96 0.6 D_14_13 0+157.36 2255.14 2255.14 36.1 0.6 D_14_14 0+175.63 2248.18 2248.18 43.03 0.6 TRP 0+000.00 2325.45 PD=14.98 CP=2339.82 TRP 0+090.64 2291.68 PD=47.44 CP=2338.51 TRP 0+175.63 2248.18 PD=43.03 CP=2290.61 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.35L/s; Li= 72.85m; V= 0.54m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.26L/s; Li= 47.73m; V= 0.41m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 23.03m; V= 0.27m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 32.02m; V= 0.14m/s DE: D_14 A: D_14_9 d: 32mm x1.25Mpa V: 0.54 m/s Q: 0.264l/s Li: 72.847m DE: D_14_9 A: D_14_11 d: 32mm x1.25Mpa V: 0.41 m/s Q: 0.264l/s Li: 47.727m DE: D_14_11 A: D_14_12 d: 32mm x1.25Mpa V: 0.27 m/s Q: 0.176l/s Li: 23.032m DE: D_14_12 A: D_14_14 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 32.02m 2250 2260 2270 2280 2290 2300 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA D_14_11 0+000.00 2270.62 2270.62 20.74 0.6 D_14_11_2 0+013.16 2273.81 2273.81 17.53 0.6 D_14_11_3 0+026.50 2273.56 2273.56 17.77 0.6 D_14_11_4 0+052.37 2270.03 2270.03 21.26 0.6 D_14_11_5 0+067.93 2270.4 2270.4 20.87 0.6 D_14_11_6 0+077.54 2270.8 2270.8 20.47 0.6 D_14_11_7 0+087.76 2267.54 2267.54 23.71 0.6 D_14_11_8 0+106.88 2261.94 2261.94 29.29 0.6 D_14_11_9 0+161.23 2256.14 2256.14 35.02 0.6 TRP 0+000.00 2270.62 PD=20.74 CP=2290.76 TRP 0+161.23 2256.14 PD=35.02 CP=2290.56 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 161.23m; V= 0.14m/s DE: D_14_11 A: D_14_11_9 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 161.226m 2200 2210 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 2390 2400 2410 2420 2430 2440 2450 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_1 0+000.00 2444.28 2444.28 0 0.6 C_2 0+025.02 2438.6 2438.6 3.49 0.6 C_3 0+031.84 2437.02 2437.02 4.47 0.6 C_4 0+038.07 2433.89 2433.89 7.01 0.6 C_5 0+065.26 2422.45 2422.45 15.93 0.6 C_6 0+073.75 2420.88 2420.88 16.77 0.6 C_7 0+078.34 2417.53 2417.53 19.64 0.6 C_8 0+094.89 2409.02 2409.02 26.55 0.6 C_9 0+117.88 2400.25 2400.25 33.22 0.6 C_10 0+124.21 2397.36 2397.36 33.85 0.6 C_11 0+151.71 2382.1 2382.1 38.86 0.6 C_12 0+165.14 2376.91 2376.91 43.3 0.6 C_13 0+180.94 2361.98 2361.98 13.8 0.6 C_14 0+200.67 2345.25 2345.25 29.66 0.6 C_15 0+243.16 2324.13 2324.13 49.18 0.6 C_16 0+246.68 2319.18 2319.18 4.75 0.6 C_17 0+251.26 2320.83 2320.83 2.94 0.6 C_18 0+260.83 2316.19 2316.19 7.53 0.6 C_19 0+281.78 2310.64 2310.64 12.99 0.6 C_20 0+288.41 2308.97 2308.97 14.63 0.6 C_21 0+319.26 2297.67 2297.67 25.81 0.6 C_22 0+346.43 2288.63 2288.63 34.72 0.6 C_23 0+358.89 2283.34 2283.34 39.96 0.6 C_24 0+394.05 2274.32 2274.32 48.83 0.6 C_25 0+411.75 2270.2 2270.2 52.88 0.6 C_26 0+456.22 2259.64 2259.64 10.38 0.6 C_27 0+483.16 2254.61 2254.61 15.37 0.6 C_28 0+521.01 2244.42 2244.42 25.52 0.6 C_29 0+549.24 2236.64 2236.64 33.27 0.6 C_30 0+574.94 2229.91 2229.91 39.96 0.6 C_31 0+597.05 2223.19 2223.19 46.66 0.6 C_32 0+618.23 2220.37 2220.37 49.45 0.6 C_33 0+640.17 2216.08 2216.08 53.71 0.6 C_34 0+665.45 2211.7 2211.7 58.07 0.6 C_35 0+688.03 2205.72 2205.72 64.01 0.6 TRP 0+000.00 2444.28 PD=0 CP=2443.68 TRP 0+165.14 2376.91 PD=43.3 CP=2419.61 TRP 0+243.16 2324.13 PD=49.18 CP=2372.71 TRP 0+411.75 2270.2 PD=52.88 CP=2322.48 TRP 0+688.03 2205.72 PD=64.01 CP=2269.13 D= 63mm x1Mpa PVC P U-E/C Q= 5.76L/s; Li= 117.88m; V= 2.18m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 3.44L/s; Li= 33.84m; V= 3.34m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.28L/s; Li= 29.23m; V= 1.24m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.01L/s; Li= 70.32m; V= 0.98m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 204.96m; V= 0.27m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 231.81m; V= 0.14m/s DE: C_1 A: C_9 d: 63mm x1Mpa V: 2.18 m/s Q: 5.764l/s Li: 117.877m DE: C_9 A: C_11 d: 40mm x1.25Mpa V: 3.34 m/s Q: 3.441l/s Li: 33.838m DE: C_11 A: C_13 d: 40mm x1.25Mpa V: 1.24 m/s Q: 1.276l/s Li: 29.226m DE: C_13 A: C_17 d: 40mm x1.25Mpa V: 0.98 m/s Q: 1.012l/s Li: 70.322m DE: C_17 A: C_26 d: 32mm x1.25Mpa V: 0.27 m/s Q: 0.176l/s Li: 204.958m DE: C_26 A: C_35 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 231.814m 2220 2230 2240 2250 2260 2270 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_26 0+000.00 2259.64 2259.64 10.38 0.6 C_26_2 0+023.86 2250.54 2250.54 19.45 0.6 C_26_3 0+047.93 2242.56 2242.56 27.39 0.6 C_26_4 0+060.91 2237.81 2237.81 32.13 0.6 C_26_5 0+076.64 2236.46 2236.46 33.47 0.6 C_26_6 0+095.59 2233.08 2233.08 36.82 0.6 C_26_7 0+111.08 2229.46 2229.46 40.42 0.6 C_26_8 0+135.63 2221.44 2221.44 48.41 0.6 TRP 0+000.00 2259.64 PD=10.38 CP=2269.42 TRP 0+135.63 2221.44 PD=48.41 CP=2269.25 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 135.63m; V= 0.14m/s DE: C_26 A: C_26_8 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 135.627m 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_13 0+000.00 2361.98 2361.98 13.8 0.6 C_13_2 0+007.75 2355.88 2355.88 19.81 0.6 C_13_3 0+019.15 2351.48 2351.48 24.11 0.6 C_13_4 0+039.34 2352.5 2352.5 22.91 0.6 C_13_5 0+050.26 2346.1 2346.1 29.2 0.6 C_13_6 0+066.95 2338.21 2338.21 36.93 0.6 C_13_7 0+086.19 2329.33 2329.33 45.62 0.6 C_13_8 0+112.42 2321.96 2321.96 52.76 0.6 C_13_9 0+129.20 2314.84 2314.84 59.71 0.6 C_13_10 0+151.49 2306.34 2306.34 8.41 0.6 C_13_11 0+165.32 2301.71 2301.71 12.97 0.6 C_13_12 0+194.33 2291.42 2291.42 23.14 0.6 C_13_13 0+208.43 2286.22 2286.22 28.28 0.6 C_13_14 0+228.31 2282.04 2282.04 32.38 0.6 C_13_15 0+253.03 2275.24 2275.24 39.14 0.6 C_13_16 0+268.89 2271.66 2271.66 42.71 0.6 C_13_17 0+286.25 2266.97 2266.97 47.38 0.6 TRP 0+000.00 2361.98 PD=13.8 CP=2375.18 TRP 0+129.20 2314.84 PD=59.71 CP=2373.95 TRP 0+286.25 2266.97 PD=47.38 CP=2313.74 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.26L/s; Li= 129.2m; V= 0.41m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 99.11m; V= 0.27m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.09L/s; Li= 57.94m; V= 0.14m/s DE: C_13 A: C_13_9 d: 32mm x1.25Mpa V: 0.41 m/s Q: 0.264l/s Li: 129.2m DE: C_13_9 A: C_13_14 d: 32mm x1.25Mpa V: 0.27 m/s Q: 0.176l/s Li: 99.11m DE: C_13_14 A: C_13_17 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 57.939m 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_17 0+000.00 2320.83 2320.83 2.94 0.6 C_17_2 0+015.35 2313.51 2313.51 9.85 0.6 C_17_3 0+026.32 2310.25 2310.25 12.84 0.6 C_17_4 0+038.47 2306.67 2306.67 16.18 0.6 C_17_5 0+043.89 2307.64 2307.64 15.09 0.6 C_17_6 0+068.80 2305.84 2305.84 16.41 0.6 C_17_7 0+093.56 2302.66 2302.66 19.1 0.6 C_17_8 0+114.87 2293.84 2293.84 27.65 0.6 C_17_9 0+134.98 2286.68 2286.68 34.55 0.6 C_17_10 0+155.77 2280.8 2280.8 40.18 0.6 C_17_11 0+172.16 2280.11 2280.11 40.66 0.6 C_17_12 0+183.78 2277.99 2277.99 42.64 0.6 C_17_13 0+199.13 2273.7 2273.7 46.84 0.6 C_17_14 0+219.03 2269.79 2269.79 50.63 0.6 C_17_15 0+250.61 2260.29 2260.29 59.53 0.6 C_17_16 0+270.90 2254.61 2254.61 5.55 0.6 C_17_17 0+286.63 2254.25 2254.25 5.81 0.6 C_17_18 0+297.03 2250.36 2250.36 9.63 0.6 C_17_19 0+308.12 2247.08 2247.08 12.85 0.6 C_17_20 0+321.08 2243.37 2243.37 16.47 0.6 C_17_21 0+334.97 2236.24 2236.24 23.5 0.6 C_17_22 0+353.59 2231.79 2231.79 27.84 0.6 C_17_23 0+367.39 2229.4 2229.4 30.14 0.6 C_17_24 0+390.82 2224.97 2224.97 34.42 0.6 TRP 0+000.00 2320.83 PD=2.94 CP=2323.16 TRP 0+250.61 2260.29 PD=59.53 CP=2319.22 TRP 0+390.82 2224.97 PD=34.42 CP=2258.79 D= 40mm x1.25Mpa PVC P U-E/C Q= 0.84L/s; Li= 26.32m; V= 0.81m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.75L/s; Li= 67.24m; V= 0.73m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.57L/s; Li= 90.22m; V= 0.56m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.4L/s; Li= 35.25m; V= 0.38m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.4L/s; Li= 31.58m; V= 0.61m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.22L/s; Li= 140.21m; V= 0.34m/s DE: C_17 A: C_17_3 d: 40mm x1.25Mpa V: 0.81 m/s Q: 0.836l/s Li: 26.319m DE: C_17_3 A: C_17_7 d: 40mm x1.25Mpa V: 0.73 m/s Q: 0.748l/s Li: 67.24m DE: C_17_7 A: C_17_12 d: 40mm x1.25Mpa V: 0.56 m/s Q: 0.572l/s Li: 90.221m DE: C_17_12 A: C_17_14 d: 40mm x1.25Mpa V: 0.38 m/s Q: 0.396l/s Li: 35.253m DE: C_17_14 A: C_17_15 d: 32mm x1.25Mpa V: 0.61 m/s Q: 0.396l/s Li: 31.576m DE: C_17_15 A: C_17_24 d: 32mm x1.25Mpa V: 0.34 m/s Q: 0.22l/s Li: 140.213m 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 2390 2400 2410 2420 2430 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_11 0+000.00 2382.1 2382.1 38.86 0.6 C_11_2 0+014.77 2380.48 2380.48 39.84 0.6 C_11_3 0+026.84 2381.08 2381.08 38.72 0.6 C_11_4 0+038.53 2377.84 2377.84 41.44 0.6 C_11_5 0+071.57 2366.65 2366.65 51.13 0.6 C_11_6 0+090.51 2356.94 2356.94 8.92 0.6 C_11_7 0+108.39 2348.48 2348.48 16.65 0.6 C_11_8 0+121.07 2342.51 2342.51 22.1 0.6 C_11_9 0+131.87 2342.11 2342.11 22.1 0.6 C_11_10 0+141.85 2335.34 2335.34 28.46 0.6 C_11_11 0+155.89 2329.09 2329.09 34.2 0.6 C_11_12 0+166.28 2324.04 2324.04 38.86 0.6 C_11_13 0+172.89 2323.04 2323.04 39.63 0.6 C_11_14 0+200.43 2318.32 2318.32 43.56 0.6 C_11_15 0+229.11 2316.29 2316.29 44.77 0.6 C_11_16 0+242.40 2312.06 2312.06 48.6 0.6 C_11_17 0+255.38 2307.59 2307.59 4.08 0.6 C_11_18 0+267.59 2303.33 2303.33 7.97 0.6 C_11_19 0+281.42 2298.11 2298.11 12.82 0.6 C_11_20 0+295.47 2294.11 2294.11 16.44 0.6 C_11_21 0+317.53 2287.41 2287.41 22.61 0.6 C_11_22 0+344.04 2277.75 2277.75 31.68 0.6 C_11_23 0+365.53 2268.55 2268.55 40.39 0.6 C_11_24 0+384.16 2262.94 2262.94 45.69 0.6 C_11_25 0+393.07 2261.14 2261.14 47.34 0.6 C_11_26 0+426.84 2251.82 2251.82 56.09 0.6 C_11_27 0+430.50 2250.62 2250.62 57.23 0.6 C_11_28 0+444.99 2252.28 2252.28 55.5 0.6 C_11_29 0+456.19 2252.62 2252.62 55.14 0.6 C_11_30 0+465.24 2250 2250 57.75 0.6 TRP 0+000.00 2382.1 PD=38.86 CP=2420.36 TRP 0+071.57 2366.65 PD=51.13 CP=2417.18 TRP 0+242.40 2312.06 PD=48.6 CP=2360.06 TRP 0+465.24 2250 PD=57.75 CP=2307.15 D= 50mm x1Mpa PVC P U-E/C Q= 2.16L/s; Li= 71.57m; V= 1.3m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.99L/s; Li= 60.3m; V= 1.2m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.9L/s; Li= 41.02m; V= 1.14m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.72L/s; Li= 94.7m; V= 1.04m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.64L/s; Li= 27.88m; V= 0.98m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.55L/s; Li= 22.07m; V= 0.93m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.46L/s; Li= 47.99m; V= 0.88m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.28L/s; Li= 64.97m; V= 0.77m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.18L/s; Li= 14.5m; V= 0.28m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.12L/s; Li= 11.2m; V= 0.19m/s DE: C_11 A: C_11_5 d: 50mm x1Mpa V: 1.3 m/s Q: 2.165l/s Li: 71.57m DE: C_11_5 A: C_11_9 d: 50mm x1Mpa V: 1.2 m/s Q: 1.989l/s Li: 60.304m DE: C_11_9 A: C_11_13 d: 50mm x1Mpa V: 1.14 m/s Q: 1.901l/s Li: 41.018m DE: C_11_13 A: C_11_18 d: 50mm x1Mpa V: 1.04 m/s Q: 1.725l/s Li: 94.697m DE: C_11_18 A: C_11_20 d: 50mm x1Mpa V: 0.98 m/s Q: 1.637l/s Li: 27.877m DE: C_11_20 A: C_11_21 d: 50mm x1Mpa V: 0.93 m/s Q: 1.549l/s Li: 22.066m DE: C_11_21 A: C_11_23 d: 50mm x1Mpa V: 0.88 m/s Q: 1.461l/s Li: 47.994m DE: C_11_23 A: C_11_27 d: 50mm x1Mpa V: 0.77 m/s Q: 1.285l/s Li: 64.97m DE: C_11_27 A: C_11_28 d: 32mm x1.25Mpa V: 0.28 m/s Q: 0.185l/s Li: 14.495m DE: C_11_28 A: C_11_29 d: 32mm x1.25Mpa V: 0.19 m/s Q: 0.123l/s Li: 11.2m DE: C_11_29 A: C_11_30 d: 32mm x1.25Mpa V: 0.14 m/s Q: 0.088l/s Li: 9.05m 2180 2190 2200 2210 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_11_27 0+000.00 2250.62 2250.62 57.23 0.6 C_11_27_2 0+004.26 2249.31 2249.31 58.48 0.6 C_11_27_3 0+026.59 2244.41 2244.41 63.12 0.6 C_11_27_4 0+050.69 2242.1 2242.1 65.15 0.6 C_11_27_5 0+073.29 2235.84 2235.84 5.99 0.6 C_11_27_6 0+088.09 2227.9 2227.9 13.76 0.6 C_11_27_7 0+096.62 2228.53 2228.53 13.06 0.6 C_11_27_8 0+119.95 2222.17 2222.17 19.22 0.6 C_11_27_9 0+129.32 2220.17 2220.17 21.15 0.6 C_11_27_10 0+139.31 2217.91 2217.91 23.34 0.6 C_11_27_11 0+158.67 2211.24 2211.24 29.88 0.6 C_11_27_12 0+172.67 2209.15 2209.15 31.77 0.6 C_11_27_13 0+194.16 2206.13 2206.13 34.49 0.6 C_11_27_14 0+233.25 2198.21 2198.21 42.13 0.6 C_11_27_15 0+248.65 2195.28 2195.28 44.93 0.6 C_11_27_16 0+264.87 2192.02 2192.02 48.05 0.6 C_11_27_17 0+286.16 2188.4 2188.4 51.49 0.6 C_11_27_18 0+314.65 2180.5 2180.5 59.12 0.6 TRP 0+000.00 2250.62 PD=57.23 CP=2307.25 TRP 0+050.69 2242.1 PD=65.15 CP=2306.65 TRP 0+314.65 2180.5 PD=59.12 CP=2239.02 D= 50mm x1Mpa PVC P U-E/C Q= 1.06L/s; Li= 73.29m; V= 0.64m/s D= 50mm x1Mpa PVC P U-E/C Q= 0.97L/s; Li= 23.33m; V= 0.58m/s D= 50mm x1Mpa PVC P U-E/C Q= 0.88L/s; Li= 23.33m; V= 0.53m/s D= 50mm x1Mpa PVC P U-E/C Q= 0.79L/s; Li= 38.73m; V= 0.48m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.62L/s; Li= 35.49m; V= 0.6m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.44L/s; Li= 54.49m; V= 0.43m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.26L/s; Li= 66m; V= 0.41m/s DE: C_11_27 A: C_11_27_5 d: 50mm x1Mpa V: 0.64 m/s Q: 1.056l/s Li: 73.287m DE: C_11_27_5 A: C_11_27_7 d: 50mm x1Mpa V: 0.58 m/s Q: 0.968l/s Li: 23.331m DE: C_11_27_7 A: C_11_27_8 d: 50mm x1Mpa V: 0.53 m/s Q: 0.88l/s Li: 23.328m DE: C_11_27_8 A: C_11_27_11 d: 50mm x1Mpa V: 0.48 m/s Q: 0.792l/s Li: 38.725m DE: C_11_27_11 A: C_11_27_13 d: 40mm x1.25Mpa V: 0.6 m/s Q: 0.616l/s Li: 35.489m DE: C_11_27_13 A: C_11_27_15 d: 40mm x1.25Mpa V: 0.43 m/s Q: 0.44l/s Li: 54.491m DE: C_11_27_15 A: C_11_27_18 d: 32mm x1.25Mpa V: 0.41 m/s Q: 0.264l/s Li: 66.002m 2170 2180 2190 2200 2210 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 2390 2400 2410 2420 2430 2440 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_9 0+000.00 2400.25 2400.25 33.22 0.6 C_9_2 0+013.75 2399.32 2399.32 33.47 0.6 C_9_3 0+050.09 2394.3 2394.3 36.69 0.6 C_9_4 0+068.56 2392.3 2392.3 37.77 0.6 C_9_5 0+086.97 2387.8 2387.8 41.34 0.6 C_9_6 0+123.56 2386.38 2386.38 41.1 0.6 C_9_7 0+129.85 2382.71 2382.71 44.44 0.6 C_9_8 0+162.16 2382.23 2382.23 43.55 0.6 C_9_9 0+182.85 2377.87 2377.87 47.02 0.6 C_9_10 0+193.40 2370.22 2370.22 54.11 0.6 C_9_11 0+240.23 2357.12 2357.12 11.19 0.6 C_9_12 0+259.63 2357.34 2357.34 10.2 0.6 C_9_13 0+281.89 2348.82 2348.82 17.79 0.6 C_9_14 0+317.48 2340.05 2340.05 25.11 0.6 C_9_15 0+335.72 2333 2333 31.45 0.6 C_9_16 0+344.47 2329.01 2329.01 35.09 0.6 C_9_17 0+373.51 2316.76 2316.76 46.19 0.6 C_9_18 0+390.06 2307.93 2307.93 54.4 0.6 C_9_19 0+433.58 2292.06 2292.06 10.92 0.6 C_9_20 0+452.60 2282.13 2282.13 18.55 0.6 C_9_21 0+467.99 2277.06 2277.06 22.17 0.6 C_9_22 0+487.00 2274.59 2274.59 22.93 0.6 C_9_23 0+496.74 2273.52 2273.52 23.12 0.6 C_9_24 0+507.51 2272.11 2272.11 23.56 0.6 C_9_25 0+518.59 2271.01 2271.01 23.67 0.6 C_9_26 0+534.08 2269.6 2269.6 23.69 0.6 C_9_27 0+547.87 2269.42 2269.42 22.64 0.6 C_9_28 0+558.52 2260.78 2260.78 30.4 0.6 C_9_29 0+574.02 2256.05 2256.05 34.2 0.6 C_9_30 0+596.74 2250.41 2250.41 38.52 0.6 C_9_31 0+608.85 2246.82 2246.82 41.48 0.6 C_9_32 0+630.57 2243.61 2243.61 2.25 0.6 C_9_33 0+681.64 2236.1 2236.1 7.49 0.6 C_9_34 0+730.70 2225.52 2225.52 16.45 0.6 C_9_35 0+747.22 2223.91 2223.91 17.56 0.6 C_9_36 0+763.74 2223.34 2223.34 17.65 0.6 C_9_37 0+772.69 2223.67 2223.67 17.08 0.6 C_9_38 0+781.93 2222.57 2222.57 17.93 0.6 C_9_39 0+797.67 2220.39 2220.39 19.77 0.6 C_9_40 0+808.00 2219.07 2219.07 20.87 0.6 C_9_41 0+829.49 2218.8 2218.8 20.67 0.6 C_9_42 0+838.53 2217.23 2217.23 22.05 0.6 C_9_43 0+852.85 2212.24 2212.24 26.83 0.6 C_9_44 0+869.68 2207.68 2207.68 31.21 0.6 C_9_45 0+905.59 2198.51 2198.51 39.56 0.6 C_9_46 0+937.31 2191.99 2191.99 45.6 0.6 C_9_47 0+959.16 2187.59 2187.59 49.81 0.6 C_9_48 1+004.85 2176.28 2176.28 60.93 0.6 TRP 0+000.00 2400.25 PD=33.22 CP=2432.88 TRP 0+193.40 2370.22 PD=54.11 CP=2423.73 TRP 0+390.06 2307.93 PD=54.4 CP=2361.73 TRP 0+608.85 2246.82 PD=41.48 CP=2287.7 TRP 1+004.85 2176.28 PD=60.93 CP=2236.61 D= 50mm x1Mpa PVC P U-E/C Q= 2.32L/s; Li= 86.97m; V= 1.4m/s D= 50mm x1Mpa PVC P U-E/C Q= 2.24L/s; Li= 42.88m; V= 1.34m/s D= 50mm x1Mpa PVC P U-E/C Q= 2.15L/s; Li= 63.55m; V= 1.29m/s D= 50mm x1Mpa PVC P U-E/C Q= 2.06L/s; Li= 124.08m; V= 1.24m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.97L/s; Li= 56.04m; V= 1.19m/s D= 50mm x1Mpa PVC P U-E/C Q= 1.88L/s; Li= 16.55m; V= 1.13m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.88L/s; Li= 62.53m; V= 1.83m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.71L/s; Li= 95.27m; V= 1.66m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.43L/s; Li= 10.65m; V= 1.39m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.34L/s; Li= 38.23m; V= 1.3m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.25L/s; Li= 12.11m; V= 1.21m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 1.16L/s; Li= 72.79m; V= 1.13m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.99L/s; Li= 49.06m; V= 0.96m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.96L/s; Li= 16.51m; V= 0.93m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.92L/s; Li= 16.52m; V= 0.9m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.88L/s; Li= 18.2m; V= 0.86m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.79L/s; Li= 56.6m; V= 0.77m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.62L/s; Li= 14.32m; V= 0.6m/s D= 40mm x1.25Mpa PVC P U-E/C Q= 0.53L/s; Li= 16.83m; V= 0.51m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.44L/s; Li= 35.91m; V= 0.68m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.35L/s; Li= 31.72m; V= 0.54m/s D= 32mm x1.25Mpa PVC P U-E/C Q= 0.26L/s; Li= 21.85m; V= 0.41m/s DE: C_9 A: C_9_5 d: 50mm x1Mpa V: 1.4 m/s Q: 2.323l/s Li: 86.97m DE: C_9_5 A: C_9_7 d: 50mm x1Mpa V: 1.34 m/s Q: 2.235l/s Li: 42.879m DE: C_9_7 A: C_9_10 d: 50mm x1Mpa V: 1.29 m/s Q: 2.147l/s Li: 63.548m DE: C_9_10 A: C_9_14 d: 50mm x1Mpa V: 1.24 m/s Q: 2.059l/s Li: 124.08m DE: C_9_14 A: C_9_17 d: 50mm x1Mpa V: 1.19 m/s Q: 1.971l/s Li: 56.036m DE: C_9_17 A: C_9_18 d: 50mm x1Mpa V: 1.13 m/s Q: 1.883l/s Li: 16.549m DE: C_9_18 A: C_9_20 d: 40mm x1.25Mpa V: 1.83 m/s Q: 1.883l/s Li: 62.533m DE: C_9_20 A: C_9_27 d: 40mm x1.25Mpa V: 1.66 m/s Q: 1.707l/s Li: 95.27m DE: C_9_27 A: C_9_28 d: 40mm x1.25Mpa V: 1.39 m/s Q: 1.426l/s Li: 10.651m DE: C_9_28 A: C_9_30 d: 40mm x1.25Mpa V: 1.3 m/s Q: 1.338l/s Li: 38.227m DE: C_9_30 A: C_9_31 d: 40mm x1.25Mpa V: 1.21 m/s Q: 1.25l/s Li: 12.109m DE: C_9_31 A: C_9_33 d: 40mm x1.25Mpa V: 1.13 m/s Q: 1.162l/s Li: 72.789m DE: C_9_33 A: C_9_34 d: 40mm x1.25Mpa V: 0.96 m/s Q: 0.986l/s Li: 49.061m DE: C_9_34 A: C_9_35 d: 40mm x1.25Mpa V: 0.93 m/s Q: 0.959l/s Li: 16.513m DE: C_9_35 A: C_9_36 d: 40mm x1.25Mpa V: 0.9 m/s Q: 0.924l/s Li: 16.52m DE: C_9_36 A: C_9_38 d: 40mm x1.25Mpa V: 0.86 m/s Q: 0.88l/s Li: 18.196m DE: C_9_38 A: C_9_42 d: 40mm x1.25Mpa V: 0.77 m/s Q: 0.792l/s Li: 56.6m DE: C_9_42 A: C_9_43 d: 40mm x1.25Mpa V: 0.6 m/s Q: 0.616l/s Li: 14.32m DE: C_9_43 A: C_9_44 d: 40mm x1.25Mpa V: 0.51 m/s Q: 0.528l/s Li: 16.826m DE: C_9_44 A: C_9_45 d: 32mm x1.25Mpa V: 0.68 m/s Q: 0.44l/s Li: 35.915m DE: C_9_45 A: C_9_46 d: 32mm x1.25Mpa V: 0.54 m/s Q: 0.352l/s Li: 31.721m DE: C_9_46 A: C_9_47 d: 32mm x1.25Mpa V: 0.41 m/s Q: 0.264l/s Li: 21.845m DE: C_9_47 A: C_9_48 d: 32mm x1.25Mpa V: 0.27 m/s Q: 0.176l/s Li: 45.687m 2320 2330 2340 2350 2360 2370 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_9_16 0+000.00 2329.01 2329.01 35.09 0.6 C_9_16_2 0+014.69 2329.55 2329.55 34.55 0.6 C_9_16_3 0+025.74 2330.56 2330.56 33.54 0.6 C_9_16_4 0+035.15 2330.93 2330.93 33.17 0.6 C_9_16_5 0+041.70 2330.68 2330.68 33.42 0.6 C_9_16_6 0+047.79 2330.15 2330.15 33.95 0.6 C_9_16_7 0+050.09 2329.65 2329.65 34.45 0.6 TRP 0+000.00 2329.01 PD=35.09 CP=2363.5 TRP 0+050.09 2329.65 PD=34.45 CP=2363.5 D= 32mm x1.25Mpa PVC P U-E/C Q= 0L/s; Li= 50.09m; V= 0m/s DE: C_9_16 A: C_9_16_7 d: 32mm x1.25Mpa Li: 50.086m 2260 2270 2280 2290 2300 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_9_27 0+000.00 2269.42 2269.42 22.64 0.6 C_9_27_2 0+010.53 2269.24 2269.24 22.72 0.6 C_9_27_3 0+022.34 2269.09 2269.09 22.75 0.6 C_9_27_4 0+034.84 2269.11 2269.11 22.61 0.6 C_9_27_5 0+053.65 2268.44 2268.44 23.11 0.6 TRP 0+000.00 2269.42 PD=22.64 CP=2291.46 TRP 0+053.65 2268.44 PD=23.11 CP=2290.94 D= 32mm x1.25Mpa PVC P U-E/C Q= 0.28L/s; Li= 53.65m; V= 0.43m/s DE: C_9_27 A: C_9_27_5 d: 32mm x1.25Mpa V: 0.43 m/s Q: 0.282l/s Li: 53.649m 2230 2240 2250 ESCALAS H 1:1000 V 1:100 DATOS PROYECTO CORTES PRESIÓN DINAMICA COTA PIEZOMETRICA COTA TERRENO ABSCISA C_9_33 0+000.00 2236.1 2236.1 7.49 0.6 C_9_33_2 0+083.88 2236.86 2236.86 6.73 0.6 TRP 0+000.00 2236.1 PD=7.49 CP=2243 TRP 0+083.88 2236.86 PD=6.73 CP=2242.99 D= 50mm x1Mpa PVC P U-E/C Q= 0.09L/s; Li= 83.88m; V= 0.05m/s DE: C_9_33 A: C_9_33_2 d: 50mm x1Mpa V: 0.05 m/s Q: 0.088l/s Li: 83.883m Fono: XXXXXX - XXXXXXXXXXXX XXXXXXXXXX@XXXXXX.com karvinicio@hotmail.com Lamina : 23 1 VISTO BUENO: ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR APROBO: ING. MARLON CUEVA PEÑA GERENTE PLANIFICACIÓN RIDRENSUR TECNICO PLANIFICACION DISEÑO: ING. CARLOS LEON VEGA 1-1000 ESCALA: MARZO / 2013 FECHA: Cantón : LOJA Provincia:LOJA UBICACION: DIBUJO: - PLANIMETRÍA CONTIENE: SISTEMA DE RIEGO PRESURIZADO PARA EL BARRIO TASQUE, PARROQUIA CHANTACO DEL CANTÓN LOJA Fono: XXXXXX - XXXXXXXXXXXX XXXXXXXXXX@XXXXXX.com karvinicio@hotmail.com Lamina : 23 1 VISTO BUENO: ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR APROBO: ING. MARLON CUEVA PEÑA GERENTE PLANIFICACIÓN RIDRENSUR TECNICO PLANIFICACION DISEÑO: ING. CARLOS LEON VEGA 1-1000 ESCALA: MARZO / 2013 FECHA: Cantón : LOJA Provincia:LOJA UBICACION: DIBUJO: - PLANIMETRÍA CONTIENE: SISTEMA DE RIEGO PRESURIZADO PARA EL BARRIO TASQUE, PARROQUIA CHANTACO DEL CANTÓN LOJA SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 1 2 \W5.11157; SISTEMA \W8.98989; DE RIEGO \W8.98989; PRESURIZADO \W8.98989; PARA EL BARRIO \W8.98989; TASQUE, \W8.98989; PARROQUIA FATIMA, \W8.98989; CANTÓN LOJA SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 2 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 3 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 4 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 5 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 6 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 7 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 8 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 9 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 10 2 SIMBOLOGIA \W5.16130; PROYECTO: \W1.48399; APROBACIÓN: \W6.10136; DISEÑO Y \W6.10136; COLABORACIÓN: \W5.00441; CONTIENE: \W1.24498; FECHA: \W0.89449; LAMINA: \W2.76489; ESCALA: \W1.12365; TOMO: \W0.41529; LOJA, ABRIL \W0.41529; 2013 ING. CARLOS LEÓN V. \W6.56702; DISEÑADOR \W8.48069; INGENIERÍA CIVIL \W4.43572; REDES DE \W4.43572; DISTRIBUCION \W1.84778; ING. MARLON CUEVA \W1.84778; PEÑA \W2.34645; GERENTE PLANIFICACIÓN \W0.32844; ING. VICENTE TORRES \W0.32844; B. \W7.62833; GERENTE GENERAL \W7.62833; RIDRENSUR EP \W8.37664; \W0.90000x; \W8.37664; \W0.90000x;INDICADAS 11 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 12 2 SIMBOLOGIA \W5.16130; PROYECTO: \W1.48399; APROBACIÓN: \W6.10136; DISEÑO Y \W6.10136; COLABORACIÓN: \W5.00441; CONTIENE: \W1.24498; FECHA: \W0.89449; LAMINA: \W2.76489; ESCALA: \W1.12365; TOMO: \W0.41529; LOJA, ABRIL \W0.41529; 2013 ING. CARLOS LEÓN V. \W6.56702; DISEÑADOR \W8.48069; INGENIERÍA CIVIL \W4.43572; REDES DE \W4.43572; DISTRIBUCION \W1.84778; ING. MARLON CUEVA \W1.84778; PEÑA \W2.34645; GERENTE PLANIFICACIÓN \W0.32844; ING. VICENTE TORRES \W0.32844; B. \W7.62833; GERENTE GENERAL \W7.62833; RIDRENSUR EP \W8.37664; \W0.90000x; \W8.37664; \W0.90000x;INDICADAS 13 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 14 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 15 2 SIMBOLOGIA \W7.78281; PROYECTO: \W4.93939; APROBACIÓN: \W2.08329; DISEÑO Y COLABORACIÓN: \W8.70622; CONTIENE: \W3.20314; FECHA: \W2.91095; LAMINA: \W5.35173; ESCALA: \W2.85011; TOMO: \W3.19856; LOJA, ABRIL \W3.19856; 2013 \W4.80285; ING. CARLOS LEÓN V. \W9.55736; DISEÑADOR \W7.23068; INGENIERÍA CIVIL \W7.88776; REDES DE \W7.88776; DISTRIBUCION \W1.56294; ING. MARLON CUEVA PEÑA \W8.73815; GERENTE PLANIFICACIÓN \W3.42215; ING. VICENTE TORRES B. GERENTE GENERAL RIDRENSUR EP \W6.07555; \W0.90000x; \W0.90000x;INDICADAS 16 2 SIMBOLOGIA \W6.82725; PROYECTO: APROBACIÓN: \W8.71532; DISEÑO Y \W8.71532; COLABORACIÓN: \W2.53654; CONTIENE: FECHA: LAMINA: \W1.04033; ESCALA: TOMO: \W4.38581; LOJA, \W4.38581; ABRIL \W4.38581; 2013 \W4.24099; ING. CARLOS \W4.24099; LEÓN V. \W9.14692; DISEÑADOR \W4.49357; INGENIERÍA CIVIL \W2.13436; REDES DE \W2.13436; DISTRIBUCION \W4.99042; ING. MARLON \W4.99042; CUEVA PEÑA \W6.17668; GERENTE \W6.17668; PLANIFICACIÓN \W4.84586; ING. VICENTE \W4.84586; TORRES B. \W3.37176; GERENTE GENERAL \W3.37176; RIDRENSUR EP \W7.55328; \W0.90000x; \W7.55328; \W0.90000x;INDICADAS 17 2

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, drawing, DWG, kläranlage, networks, secondary, treatment plant