Sewer Map – Sewers DWG Detail for AutoCAD

Sewer Map – Sewers DWG Detail for AutoCAD

AUTOCAD MAP OF A RESIDENTIAL COMPLEX WHICH SHOWS THE DISTRIBUTION OF THE SEWER SYSTEM CONTEMPLATED Subcollector COLLECTORS LENGTHS manholes. STATED IN EACH NODE THE ELEVATION OF LAND AND STAFF. ACCOUNT DETAILS WITH DRAWINGS manholes, trench widths, CONNECTIONS sewer, TABLES AND QUANTITY OF WORK COSNTRUCTIVOS.

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

variable, variable, variable, variable, Excavations, materials, cement, Bench seat trim, view, Albanal connection, Slant, Elbow, Current direction, Stalls, Wall facing, Join with mortar, Poor who retired when connecting, The inner albanal, Septum cap with mixing, sand, Minimum slope cm., view, Bench seat trim, Wall facing, Outdoor albanal, The inner albanal, M.prof., unity, Kg., sewer, Septum cap with mixing, Poor who retired when connecting, M.prof., Albanal interior, constructive section, Diam., template, filling, Rammed, Flip, filling, water well, Common type visitor’s well, cut, Dimensions in centimeters, Prof. Greater than m., Prof. Less than m., The type well will be used to, Stone masonry, With mortar, cut, Flattened, Esp. Min., Septum, With mortar, Vars, Steps, cast iron, Concrete crusher, cut, Esp. Min., Flattened, water well, Well with fall attached to m., Pipes of cm. diameter, cut, The dimensions are in centimeters, For m. M. M., cut, Partition wall, Simple concrete, Thickness min. from, Flattened with mortar, Cement with, Cement glazed tube, Asbestos reduction, Vars from, Steps with, cast iron, Concrete crusher, The values ​​of are indicated in the planes v.c. V.c., Ditch should be equal to that indicated in the table plus the width that occupies the area., If the secretary authorized the use of an ademe the width of the, Its walls the slope that is necessary to avoid the use of ademe., As maximum the indicated width. But from that can be given, It is essential that the height of the back of the trench really has, Of male bell inspecting these., In all the meetings will be excavated shells to facilitate the joining of the tubes, Minimum the outer diameter of the pipe the thickness of the template, The minimum depth of the trench will be that obtained by adding to the mattress, Sites in which other values ​​are indicated in the plans for special reasons., The minimum mattress on the back of the tube should be cm. Except for, Of dianetro for larger diameter of spigot box., The pipes to be installed will be from bell to cm., Trench width, Cms., Trench width, Diam. inside, tube, Cms., Min., Flip, Compacted, filling, variable, template, variable, filling, variable, Network of stings, Location, Flat type, owner, north., Viii, Vii, Viii, Xii, Xiii, Xiv, Xvi, Iii, Oasis circuit, Street of, archangel, Street of, The vine, Street of, the Apple, circuit, Of the oasis, Street of, The vine, Street the, Vergel, Street the, Eden, Street the, paradise, Oasis circuit, Circuit of, oasis, Glory street, Eden street, Street the paradise, Los angeles street, Eden street, Street the paradise, av. Of glory, Donation area, school zone, Donation area, Future ecological reserve, Donation area, Reservation of, owner, Elevation of template, Elevation of ground, Symbology, Semi-detached well, Project subcollector, Atarjea head, Common visit well, Stalls, security coefficient, System of elimination, Landfill site, Formulas used, Length of the network, Number of lots, Project population, Inhabitants per lot, Contribution of, Extraordinary maximum, Instantaneous, Minimum, medium, minimum, Maximum, system, endowment, gravity, Existing collector of cm., Harmon manning, Separate black water, expenses, Speeds, L.p., M.l., Project data, Habs., Lots, Habs., stage, zone, F. C., C. S., zone, Project collector, Free fall visit well, Classification mat., amounts of work, Slant elbow of simple concrete, Slant elbow of fibro cement, Drop boxes, Common type wells, Excavation in material, Inst. your B. Fiber cement join her. Cm., Inst. your B. Simple concrete of cm., Reinforced concrete cover, Tamped template, Stuffing conpactado, Dump filler, Jgo., M.l., Pzo, M.l., Jgo., M.l., stage, stage

Raw text data extracted from CAD file:

7.00 16.00 112.00 M2 7.00 16.00 112.00 M2 \A1;42-8-20 \A1;42-4-30 \A1;42-136-30 \A1;42-78-30 \A1;71-136-20 \A1;69-78-20 \A1;24-43-20 \A1;41-103-20 \A1;90-136-20 \A1;57-136-20 \A1;53-136-20 \A1;108-123-20 \A1;82-83-20 \A1;47-78-20 \A1;110-83-20 \A1;82-51-20 \A1;101-136-20 \A1;98-131-20 \A1;94-136-20 \A1;108-126-20 \A1;65-65-20 \A1;106-83-20 \A1;45-83-20 \A1;104-134-20 \A1;76-59-20 \A1;47-136-20 \A1;50-116-20 \A1;47-136-20 \A1;46-136-20 \A1;65-83-20 \A1;47-136-20 \A1;94-81-20 \A1;60-19-20 \A1;47-35-20 \A1;16-136 30 \A1;110-58-30 \A1;30-136-30 \A1;49-136-30 \A1;81-59-20 \A1;87-83-20 \A1;90-83-20 \A1;102-13-20 \A1;100-4-20 \A1;103-59-20 \A1;70-48-20 \A1;100-128-20 \A1;30-4-20 \A1;61-45-20 \A1;70-51-20 \A1;66-12-20 \A1;66-23-20 \A1;66-62-20 \A1;66-67-20 \A1;93-83-20 \A1;44-136-20 \A1;37-130-20 \A1;16-83 \A1;24-15-20 \A1;32-34-20 \A1;43-78-20 \A1;30- -30 \A1;23-136-20 \A1;39-136-30 \A1;51-4-30 \A1;49-4-30 \A1;34-136-20 \A1;49-136-20 \A1;71-136-30 \A1;70-103-30 \A1;77-43-30 \A1;73-78-30 \A1;30-136-30 \A1;63-136-20 \A1;61-8-20 \A1;105 \A1;24-136-20 Variable Variable 30 \A1;Variable 120 175 60 120 175 120 90 120 40 40 Variable 2,36 Variable Variable 90 60 40 40 Variable 200 "d" 70 80 Excavaciones MATERIALES Cemento Guarnicion de banqueta VISTA B-B CONEXION DE ALBANAL Slant Codo de 45° Direccion de la corriente ATARJEA A Paramento del Muro Junteo con mortero 1:3 pobre que se retirara al conectar el albanal interior Tapon de tabique con mezcla B Arena Pendiente minima 1% = 15 cm. d (6") VISTA A-A Guarnicion de banqueta Paramento del Muro Albanal exterior 12 8 14 el albanal interior 1.0 m.prof. Unidad 3 kg. 6 5 14 ALBANAL Tapon de tabique con mezcla pobre que se retirara al conectar 2.0 m.prof. Albanal interior B SECCION CONSTRUCTIVA -90.03324723284788 -90.03324723284788 \A1;10 Diam. -90.03324723284788 PLANTILLA -90.03324723284788 RELLENO APISONADO d A VOLTEO RELLENO POZO A POZO DE VISITA TIPO COMUN -90.17612661337137 \A1;20 P L A N T A P L A N T A A CORTE A-A N O T A S 1.- ACOTACIONES EN CENTIMETROS PROF. MAYORES DE 2.50 m. PROF. MENORES DE 2.50 m. 3.- EL POZO TIPO B SE USARA PARA 2.- EL POZO TIPO A SE USARA PARA Mamposteria de piedra con mortero 1:3 A B C -90.17612661337137 CORTE C-C C B -90.17612661337137 -90.17612661337137 -90.17612661337137 Aplanado 1:3 esp. min. 1cm. -90.17612661337137 -90.17612661337137 Tabique junteado con mortero 1:3 -90.17612661337137 -90.17612661337137 vars. 1"d Escalones -90.17612661337137 \A1;28 o fierro fundido Brocal de concreto CORTE B-B -90.17612661337137 -90.17612661337137 -90.17612661337137 esp. min. 1cm. Aplanado 1:3 POZO B P L A N T A POZO CON CAIDA ADOSADA HASTA 2.00 M. TUBERIAS DE 20 a 25 CM. DE DIAMETRO CORTE B-B -65.41887546234463 -65.41887546234463 Las acotaciones estan en centimetros Para "d" de 0.76 m. a 1.07 m. D= 1.50 m. Para "d" de 0.20 m. a 0.60 m. D= 1.20 m. A de 20 a 25 d -65.41887546234463 -65.41887546234463 A CORTE A - A Pedaceria de tabique -65.41887546234463 \A1;20 \A1;10 \A1;10 \A1;variable NOTAS.- \A1;15 \A1;27 \A1;20 Concreto simple -65.41887546234463 espesor min. de 1cm. Aplanado con mortero \A1;25 de cemento 1:3 con \A1;120 "D" -65.41887546234463 \A1;20 cemento o tubo vitrificado Bajada de asbesto cemento, \A1;20 de 20 a 25 d \A1;20 B vars. de 1"d Escalones con \A1;28 -65.41887546234463 -65.41887546234463 \A1;25 30 B o fierro fundido Brocal de concreto LOS VALORES DE " C " SE INDICAN EN LOS PLANOS V.C. 1980 y V.C. 1981. ZANJA DEBERA SER IGUAL AL INDICADO EN LA TABLA MAS EL ANCHO QUE OCUPE EL ADEME. SI LA SECRETARIA AUTORIZARA EL EMPLEO DE UN ADEME PROVICIONAL, EL ANCHO DE LA SUS PAREDES EL TALUD QUE SE HAGA NECESARIO PARA EVITAR EL EMPLEO DE ADEME. COMO MAXIMO EL ANCHO INDICADO. PERO A PARTIR DE ESE PUNTO, PUEDE DARSELE A ES INDISPENSABLE QUE A LA ALTURA DEL LOMO DEL TUBO, LA ZANJA TENGA REALMENTE DE MACHO Y CAMPANA Y LA INSPECCION DE ESTAS. EN TODAS LAS JUNTAS SE EXCAVARAN CONCHAS PARA FACILITAR EL JUNTEO DE LOS TUBOS MINIMO EL DIAMETRO EXTERIOR DE LA TUBERIA Y EL ESPESOR DE LA PLANTILLA "C" LA PROFUNDIDAD MINIMA DE LA ZANJA SERA LA QUE SE OBTENGA SUMANDO AL COLCHON SITIOS EN QUE POR RAZONES ESPECIALES SE INDIQUE EN LOS PLANOS OTROS VALORES. EL COLCHON MINIMO SOBRE EL LOMO DEL TUBO DEBE SER DE 90 cm. EXCEPTO EN LOS DE DIANETRO Y PARA DIAMETROS MAYORES DE ESPIGA Y CAJA. LAS TUBERIAS QUE SE INSTALEN SERAN DE MACHO Y CAMPANA HASTA 45 cm. 355 320 285 250 215 ANCHO ZANJA " B " ( cms. ) ANCHO DE ZANJAS 7.- 6.- 5.- 4.- 3.- 2.- 1.- 244 213 183 152 122 107 91 76 61 45 38 30 25 DIAM. INTERIOR TUBO ( cms. ) 20 Min. 90 A VOLTEO COMPACTADO RELLENO Variable PLANTILLA d Variable 30 10 RELLENO Variable 195 175 140 120 100 90 80 70 65 137 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 162 161 160 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 374 533 626 627 694 693 628 692 629 691 630 690 631 689 632 688 633 687 634 686 635 685 636 684 637 683 638 682 614 532 615 531 616 530 617 529 628 528 619 527 620 526 621 525 622 524 623 523 624 522 625 510 373 511 372 512 371 513 370 514 369 515 368 516 367 517 366 518 365 519 364 520 363 521 340 339 338 337 336 335 334 333 332 331 330 329 703 753 702 754 701 755 700 756 699 757 698 758 697 696 695 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 101 163 328 164 327 165 326 166 325 167 324 168 323 169 322 170 321 171 320 172 319 173 318 174 317 175 316 315 314 177 178 176 313 179 312 180 311 181 310 182 309 183 308 184 307 185 306 186 305 187 304 188 303 189 302 190 301 191 300 192 299 193 298 194 297 296 375 509 376 508 377 507 378 506 379 505 380 504 381 503 382 502 383 501 384 500 385 499 386 498 387 497 388 496 389 495 7.00 16.00 112.00 M2 7.00 16.00 112.00 M2 390 494 391 493 392 492 393 491 394 490 395 489 396 488 397 487 398 486 399 485 400 484 401 483 402 482 481 535 613 612 536 611 537 610 538 609 539 608 540 607 541 606 542 605 543 604 544 603 545 602 546 601 600 599 598 549 597 7.00 16.00 112.00 M2 7.00 16.00 112.00 M2 547 548 550 596 551 595 552 594 553 593 554 592 555 591 556 590 557 589 558 588 640 680 639 681 641 679 642 678 643 677 644 676 645 675 646 674 647 673 648 672 649 671 650 670 651 669 652 668 653 667 704 752 654 666 655 665 656 664 657 663 658 662 659 661 660 705 751 706 750 707 749 708 748 709 747 710 746 711 745 712 744 713 743 714 742 715 741 716 740 717 739 720 736 738 718 719 737 721 735 722 734 723 733 724 732 725 731 726 730 727 729 728 786 787 785 788 784 789 783 790 782 791 781 792 780 793 779 794 778 795 777 796 776 797 775 798 774 799 773 800 772 801 771 802 770 803 769 804 768 805 767 806 766 807 765 808 764 809 763 810 762 811 761 812 760 759 831 830 632 829 633 828 634 827 635 826 836 825 837 824 838 823 839 854 856 855 853 857 852 858 851 821 841 850 849 848 822 840 7.00 16.00 112.00 M2 7.00 16.00 112.00 M2 820 842 819 843 818 844 817 485 816 846 815 847 814 813 7.00 16.00 112.00 M2 869 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 44 45 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 14 13 12 11 10 9 8 7 6 5 4 3 2 15 1 195 294 295 196 293 197 292 198 291 199 290 200 289 201 288 202 287 203 286 204 285 205 284 206 283 207 282 208 281 209 280 210 279 211 278 212 277 213 276 214 275 215 274 216 273 217 272 218 271 219 270 220 221 222 268 269 223 267 224 266 225 265 226 264 227 263 228 262 229 261 230 260 231 259 232 258 233 257 234 256 235 255 236 254 253 237 238 252 239 251 240 250 241 249 242 248 243 247 244 245 246 403 479 480 404 478 405 477 406 476 407 475 408 474 409 473 410 472 411 471 412 470 413 469 414 468 415 467 417 465 416 466 418 419 464 463 420B 462 461 421 420 7.00 460 422 459 423 458 424 457 425 456 426 455 427 454 428 453 429 452 430 451 431 450 432 449 433 448 434 447 435 446 436 445 437 444 438 443 439 440 442 441 437B 572 573 571 574 570 575 569 576 568 577 567 578 566 579 565 580 564 581 563 582 562 583 561 584 560 585 559 586 587 19 18 17 16 15 14 13 12 11 10 9 8 5 4 3 2 1 7 6 RED DE ATARJEAS UBICACION : TIPO PLANO : PROPIETARIO : NORTE. VIII VII VIII IX X XI XII XIII XIV XVI XV VI V IV III II I CIRCUITO DEL OASIS CIRCUITO DEL OASIS CALLE DEL ARCANGEL CALLE DE LA PARRA CALLE DE LA MANZANA CIRCUITO DEL OASIS CALLE DE LA VID CALLE EL VERGEL CALLE EL EDEN CALLE EL PARAISO CIRCUITO DEL OASIS CIRCUITO DEL OASIS CALLE DE LA GLORIA CALLE EL EDEN CALLE EL PARAISO CALLE DE LOS ANGELES CALLE EL EDEN CALLE EL PARAISO AV. DE LA GLORIA AREA DE DONACION ZONA ESCOLAR Sup.= 2,444.38 M2 AREA DE DONACION FUTURA RESERVA ECOLOGICA Sup.= 16,356.13 M2 AREA DE DONACION Sup.= 13,640.49 M2 RESERVA DEL Sup.= 1,538.96 M2 PROPIETARIO 534 42-8-20 <>-4-30 <>-136-30 <>-78-30 <>-136-20 <>-78-20 <>-43-20 <>-103-20 <>-136-20 <>-136-20 <>-136-20 <>-123-20 <>-83-20 <>-78-20 <>-83-20 <>-51-20 <>-136-20 <>-131-20 <>-136-20 <>-126-20 <>-65-20 <>-83-20 <>-83-20 <>-134-20 <>-59-20 <>-136-20 <>-116-20 <>-136-20 <>-136-20 <>-83-20 <>-136-20 <>-81-20 <>-19-20 <>-35-20 <>-136 30 <>-58-30 <>-136-30 <>-136-30 <>-59-20 <>-83-20 <>-83-20 <>-13-20 <>-4-20 <>-59-20 0000.00 0000.00 <>-48-20 <>-128-20 <>-4-20 <>-45-20 <>-51-20 <>-12-20 <>-23-20 <>-62-20 <>-67-20 <>-83-20 <>-136-20 <>-130-20 <>-83 <>-15-20 <>-34-20 <>-78-20 <>- -30 <>-136-20 <>-136-30 <>-4-30 <>-4-30 <>-136-20 <>-136-20 <>-136-30 <>-103-30 <>-43-30 <>-78-30 <>-136-30 <>-136-20 <>-8-20 5 <>-136-20 \A1;12-4-30 \A1;14-136-20 2000.00 1995.56 2005.00 2000.14 1989.43 1987.60 2002.82 1999.45 1989.42 1981.53 1988.57 1983.73 1981.50 1978.65 1967.60 1966.40 1966.40 1965.39 1989.00 1987.50 1993.00 1998.00 1995.06 2005.13 1997.04 1999.03 2002.00 1995.85 2001.10 1990.10 1993.80 2009.38 2010.63 2000.99 2002.31 2009.09 2010.43 1995.33 1997.33 1988.57 1991.20 1986.53 1989.90 1982.42 1985.06 1978.77 1980.06 1968.57 1971.25 1964.72 1967.20 1963.36 1965.50 1959.32 1963.00 1961.35 1964.05 1964.37 1965.25 1972.81 1984.99 1988.50 1965.42 1967.00 1965.66 1967.00 1966.99 1969.78 1972.00 1976.02 1979.75 1982.26 1987.50 1979.72 1982.20 1987.15 1889.50 1986.71 1988.00 1978.20 1979.50 2005.42 2006.75 2001.41 2002.71 1987.71 1989.07 1994.75 1996.00 1985.50 1984.20 1981.28 1980.01 1978.50 1977.19 1980.45 1979.14 1974.00 1972.72 1978.80 1977.17 1969.20 1967.89 1967.00 1962.52 1971.00 1969.61 1971.30 1970.05 1970.10 1968.82 1970.00 1968.70 1963.20 1958.62 1956.00 1951.32 1959.00 1956.17 0000.00 0000.00 1966.12 1964.87 1976.00 1971.00 1991.87 1993.12 1975.50 1971.61 1967.00 1965.90 1967.00 1970.70 1977.22 1984.26 1980.90 1988.14 1996.00 1992.97 1994.67 2010.70 1991.30 1996.65 2000.23 1998.04 1988.70 1966.62 1973.00 0000.00 1968.33 1960.62 1964.54 1953.32 1957.68 70-2-20 LONGITUD-PENDIENTE-DIAMETRO ELEVACION DE PLANTILLA ELEVACION DE TERRENO (m.-mm.-cm.) 88.60 87.40 SIMBOLOGIA POZO DE VISITA C/CAIDA ADOSADA SUBCOLECTOR PROYECTO CABEZA DE ATARJEA POZO DE VISITA COMUN ATARJEA COEFICIENTE DE SEGURIDAD SISTEMA DE ELIMINACION SITIO DE VERTIDO FORMULAS EMPLEADAS LONGITUD DE LA RED NUMERO DE LOTES POBLACION DE PROYECTO HABITANTES POR LOTE APORTACION (80% DE LA DOTACION) MAXIMO EXTRAORDINARIO MAXIMO INSTANTANEO MINIMA MEDIO MINIMO MAXIMA SISTEMA DOTACION 2233.0 Gravedad Colector Existente de 30 CM. d Harmon y Manning Separado Aguas Negras GASTOS VELOCIDADES 0.60 M/S 12.91 19.36 1.85 3.71 L.P.S. L.P.S. L.P.S. L.P.S. 3.00 M/S 1.5 M.L. 2675.0 DATOS DE PROYECTO L/H/D L/H/D 150.0 120.0 Habs. 535.0 5.0 Lotes Habs. ETAPA 1 ZONA A ZONA B 248.0 0.60 5.0 F. C. C. S. 6.43 9.64 0.86 1.72 7.82 11.73 1.06 2.13 5.0 1240.0 150.0 120.0 120.0 ZONA * * * * * 1365.0 1334.0 COLECTOR PROYECTO CAIDA LIBRE A POZO DE VISITA CLASIFICACION MAT. A= 10 % B= 40 % C= 60 % CANTIDADES DE OBRA SLANT Y CODO DE 45° DE CONCRETO SIMPLE SLANT Y CODO DE 45° DE FIBRO CEMENTO CAJAS DE CAIDA ADOSADA POZOS DE VISITA TIPO COMUN C O N C E P T O EXCAVACION EN MATERIAL (A) EXCAVACION EN MATERIAL (B) EXCAVACION EN MATERIAL (C) INST. TUB. FIBROCEMENTO JUNTA HER. 20 cm. d INST. TUB. FIBROCEMENTO JUNTA HER. 15 cm. d INST. TUB. CONCRETO SIMPLE DE 20 cm. d INST. TUB. CONCRETO SIMPLE DE 15 cm. d BROCAL Y TAPA DE CONCRETO ARMADO PLANTILLA APISONADA RELLENO CONPACTADO RELLENO A VOLTEO 222.00 85.00 644.00 139.00 jgo. jgo. 1590.12 203.97 1332.00 882.00 414.00 2730.05 25.00 25.00 18.00 510.00 3847.86 456.54 2898.00 2461.00 1041.00 6682.75 22.15 55.00 55.00 28.00 626.00 3 3 m m m.l. m.l. 3 3 * pzo m m.l. m jgo. jgo. m.l. ETAPA 2 318.03 1272.11 ETAPA 1 769.57 3078.29 3 3 m m U.

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, complex, DETAIL, distribution, DWG, kläranlage, manholes, map, residential, sewer, sewerage, sewers, shows, system, treatment plant