Stormwater Sewer The Decision DWG Block for AutoCAD

Sewage collection network rainwater; closed set of apartments.

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

bath, cleanliness, cellar, bath, via, tower, Communal area, Collection area, goal, Commercial development area, minimum, variable, via, tower, Communal area, Collection area, goal, Commercial development area, via, tower, Communal area, Collection area, goal, Commercial development area, Ct:, Cf:, Ct:, Cb:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cb:, Ct:, Cb:, Ct:, Cb:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, platform, Var., Var., road, Concrete class, Masonry in, Brick, Icontec standard, Concrete class, Have a nap, Concrete class, Icontec standard, Brick, Masonry in, Var., road, platform, Min, top, Development, Concrete class, pipeline, Excavation line, Stuffing type, Construction gasket, With shear key, wall, sink, sink, wall, sink, wall, sink, sink, sink, platform, Concrete class, Streamer, road, Paved, road, road, to the well, Sardinel, minimum, variable, Channel stone coating, With but it is coated, variable, Concrete class, Channel stone coating, With but it is coated, Existing storm drain collector mm

Raw text data extracted from CAD file:

BAÑO BAÑO ASEO BODEGA 102 \W7.87186; Baño \W7.87186; Baño \W7.87186; Baño \W7.87186; Baño \W7.87186; Baño \W1.07349; 1 \W1.10605; 2 \W1.13512; 3 \W1.12814; 4 \W1.10721; 5 \W1.10605; 6 \W1.10256; 7 \W1.12000; 8 \W1.13395; 9 10 11 12 13 14 101 103 104 359.500 361.000 362.500 355.000 355.500 356.000 356.000 356.500 356.500 357.000 357.000 357.500 357.500 358.000 358.000 358.000 358.000 358.500 358.500 358.500 358.500 360.000 360.000 360.000 359.500 359.000 361.000 361.500 361.500 362.000 362.000 363.000 6,00 2,30 2,30 2,30 2,30 2,30 4,80 4,80 4,21 4,00 7,00 4,00 3,00 4,80 6,00 4,10 1,20 2,30 2,30 2,30 2,30 2,30 4,80 6,00 4,80 1,20 1,20 8,75 6,77 1,20 4,80 5,50 4,80 1,20 2,20 1,20 4,80 5,80 4,80 1,20 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,80 4,80 4,80 5,80 1,20 1,48 1,20 4,80 5,80 4,80 5,80 4,80 5,80 1,20 2,98 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,50 4,80 1,20 12,80 1,20 4,80 6,00 4,80 1,20 2,12 4,80 5,50 4,80 1,20 C A L L E 1 4 C A R R E R A 8 D I A G O N A L 9 1 10 20 30 40 50 52 53 60 70 80 90 100 110 111 120 130 133 134 140 150 155 156 160 170 180 189 190 199 200 210 220 223 224 230 233 234 240 250 257 258 260 270 280 286 287 290 300 302 303 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 481 482 490 500 501 502 510 511 512 520 522 523 530 540 546 547 550 553 554 560 570 580 590 600 604 605 610 620 630 634 635 640 650 660 670 680 684 685 690 700 710 717 718 720 730 740 750 751 752 760 770 780 783 784 790 797 798 800 810 820 830 VIA 01 VIA 02 VIA 03 VIA 04 VIA 5 \W8.04334; TORRE 1 \W7.94218; TORRE 2 \W7.93574; TORRE 3 \W7.91770; TORRE 4 \W7.42930; TORRE 16 \W7.42414; TORRE 15 \W7.92414; TORRE 5 \W7.92930; TORRE 6 \W7.93703; TORRE 7 \W7.93767; TORRE 8 \W7.93896; TORRE 9 \W7.44154; TORRE 10 \W7.54334; TORRE 11 \W7.44218; TORRE 12 \W7.44154; TORRE 20 \W7.43896; TORRE 19 \W7.43767; TORRE 18 \W7.43703; TORRE 17 \W7.43574; TORRE 23 \W7.44218; TORRE 22 \W7.54334; TORRE 21 \W7.42414; TORRE 25 \W7.41770; TORRE 24 \W7.42930; TORRE 26 \W7.43703; TORRE 27 \W7.43767; TORRE 28 \W7.43896; TORRE 29 \W7.44154; TORRE 30 \W7.54334; TORRE 31 \W7.42930; TORRE 36 \W7.43703; TORRE 37 \W7.44218; TORRE 32 \W7.43574; TORRE 33 \W7.41770; TORRE 34 \W7.42414; TORRE 35 \W7.43767; TORRE 38 \W7.43896; TORRE 39 \W7.44154; TORRE 40 \W7.41770; TORRE 14 \W7.43574; TORRE 13 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 -1082422.65550487 \W8.89468; ÁREA COMUNAL \W4.88565; ÁREA RECOLECCIÓN \W5.84682; DE BASURAS \W3.70958; PORTERÍA \W5.51323; ÁREA DESARROLLO \W6.35327; COMERCIAL 6,00 2,30 2,30 2,30 2,30 2,30 4,80 4,80 4,21 4,00 7,00 4,00 3,00 4,80 6,00 4,10 1,20 2,30 2,30 2,30 2,30 2,30 4,80 6,00 4,80 1,20 1,20 8,75 6,77 1,20 4,80 5,50 4,80 1,20 2,20 1,20 4,80 5,80 4,80 1,20 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,80 4,80 4,80 5,80 1,20 1,48 1,20 4,80 5,80 4,80 5,80 4,80 5,80 1,20 2,98 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,50 4,80 1,20 12,80 1,20 4,80 6,00 4,80 1,20 2,12 4,80 5,50 4,80 1,20 6,00 2,30 2,30 2,30 2,30 2,30 4,80 4,80 4,21 4,00 7,00 4,00 3,00 4,80 6,00 4,10 1,20 2,30 2,30 2,30 2,30 2,30 4,80 6,00 4,80 1,20 1,20 8,75 6,77 1,20 4,80 5,50 4,80 1,20 2,20 1,20 4,80 5,80 4,80 1,20 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,80 4,80 4,80 5,80 1,20 1,48 1,20 4,80 5,80 4,80 5,80 4,80 5,80 1,20 2,98 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,50 4,80 1,20 12,80 1,20 4,80 6,00 4,80 1,20 2,12 4,80 5,50 4,80 1,20 6,00 2,30 2,30 2,30 2,30 2,30 4,80 4,80 4,21 4,00 7,00 4,00 3,00 4,80 6,00 4,10 1,20 2,30 2,30 2,30 2,30 2,30 4,80 6,00 4,80 1,20 1,20 8,75 6,77 1,20 4,80 5,50 4,80 1,20 2,20 1,20 4,80 5,80 4,80 1,20 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,80 4,80 4,80 5,80 1,20 1,48 1,20 4,80 5,80 4,80 5,80 4,80 5,80 1,20 2,98 2,30 2,30 2,30 2,30 2,30 2,30 2,30 4,80 5,50 4,80 1,20 12,80 1,20 4,80 6,00 4,80 1,20 2,12 4,80 5,50 4,80 1,20 C A L L E 1 4 C A R R E R A 8 D I A G O N A L 9 C A L L E 1 4 C A R R E R A 8 D I A G O N A L 9 C A L L E 1 4 C A R R E R A 8 D I A G O N A L 9 C A L L E 1 4 C A R R E R A 8 D I A G O N A L 9 A SL-200 \A1;0.26 \A1;0.78 \A1;0.26 \A1;0.20 \A1;VAR. \A1;0.20 \A1;0.20 \A1;VAR. \A1;VAR. \A1;0.40 \A1;0.37 \A1;0.40 \A1;0.26 \A1;1.03 \A1;1.03 \A1;0.78 \A1;VAR. \A1;0.73 \A1;0.40 \A1;0.26 \A1;0.20 \A1;0.85 \A1;0.20 \A1;0.26 \A1;1.25 \A1;0.11 \A1;0.26 \A1;0.40 \A1;0.06 \A1;1.30 \A1;0.12+1/4d \A1;0.15 \A1;d/2+0.10 \A1;d/2+0.10 \A1;0.15 \A1;0.09 \A1;\U+22050.40 \A1;0.90 \A1;0.20 \A1;0.26 \A1;L=1.00 \A1;0.26 \A1;L=1.50 \A1;0.26 \A1;L=2.00 \A1;0.26 \A1;L=250 \A1;0.26 \A1;0.55 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.43 \A1;0.42 \A1;0.56 \A1;0.29 \A1;0.68 \A1;0.17 \A1;0.20 \A1;0.35 \A1;0.85 \A1;0.10 \A1;0.80 \A1;d \A1;0.40 \A1;L \A1;0.40 \A1;1.03 \A1;0.26 \A1;0.26 \A1;0.26 \A1;0.77 \A1;0.40 \A1;d \A1;0.50 \A1;0.90 \A1;0.40 \A1;0.80 \A1;0.26 \A1;0.26 \A1;0.26 \A1;1.00 MINIMO \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;d VARIABLE \A1;d VARIABLE \A1;d Variable \A1;0.10 \A1;2.00 \A1;1.0300 \A1;2.5200 \A1;9#3 13 c.10 \A1;2.5200 \A1;0.2600 \A1;0.80 \A1;0.2500 \A1;0.9500 \A1;0.2600 \A1;0.20 \A1;0.10 \A1;1.0300 \A1;0.1100 \A1;0.2600 \A1;0.40 \A1;0.2600 \A1;0.20 \A1;5#3 18 C.10 \A1;3#5 15 \A1;5#6 16 \A1;1.0300 \A1;0.20 \A1;5FI#3 2 C.10 \A1;0.20 \A1;0.28 \A1;5FI#3 4 C.10 \A1;1.0300 \A1;0.20 \A1;0.28 \A1;5FI# 5 C.10 \A1;1.0300 \A1;0.20 \A1;2.5200 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.90 \A1;0.03 \A1;0.08 \A1;2.5200 \A1;0.20 \A1;0.2600 \A1;0.2500 \A1;9FI#3 9 C.10 \A1;9FI#3 5 C.10 \A1;0.2600 \A1;0.28 \A1;0.50000 SH-200 1 10 20 30 40 50 52 53 60 70 80 90 100 110 111 120 130 133 134 140 150 155 156 160 170 180 189 190 199 200 210 220 223 224 230 233 234 240 250 257 258 260 270 280 286 287 290 300 302 303 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 481 482 490 500 501 502 510 511 512 520 522 523 530 540 546 547 550 553 554 560 570 580 590 600 604 605 610 620 630 634 635 640 650 660 670 680 684 685 690 700 710 717 718 720 730 740 750 751 752 760 770 780 783 784 790 797 798 800 810 820 830 VIA 01 VIA 02 VIA 03 VIA 04 VIA 5 \W8.04334; TORRE 1 \W7.94218; TORRE 2 \W7.93574; TORRE 3 \W7.91770; TORRE 4 \W7.42930; TORRE 16 \W7.42414; TORRE 15 \W7.92414; TORRE 5 \W7.92930; TORRE 6 \W7.93703; TORRE 7 \W7.93767; TORRE 8 \W7.93896; TORRE 9 \W7.44154; TORRE 10 \W7.54334; TORRE 11 \W7.44218; TORRE 12 \W7.44154; TORRE 20 \W7.43896; TORRE 19 \W7.43767; TORRE 18 \W7.43703; TORRE 17 \W7.43574; TORRE 23 \W7.44218; TORRE 22 \W7.54334; TORRE 21 \W7.42414; TORRE 25 \W7.41770; TORRE 24 \W7.42930; TORRE 26 \W7.43703; TORRE 27 \W7.43767; TORRE 28 \W7.43896; TORRE 29 \W7.44154; TORRE 30 \W7.54334; TORRE 31 \W7.42930; TORRE 36 \W7.43703; TORRE 37 \W7.44218; TORRE 32 \W7.43574; TORRE 33 \W7.41770; TORRE 34 \W7.42414; TORRE 35 \W7.43767; TORRE 38 \W7.43896; TORRE 39 \W7.44154; TORRE 40 \W7.41770; TORRE 14 \W7.43574; TORRE 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W8.89468; ÁREA COMUNAL \W4.88565; ÁREA RECOLECCIÓN \W5.84682; DE BASURAS \W3.70958; PORTERÍA \W5.51323; ÁREA DESARROLLO \W6.35327; COMERCIAL 1 10 20 30 40 50 52 53 60 70 80 90 100 110 111 120 130 133 134 140 150 155 156 160 170 180 189 190 199 200 210 220 223 224 230 233 234 240 250 257 258 260 270 280 286 287 290 300 302 303 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 481 482 490 500 501 502 510 511 512 520 522 523 530 540 546 547 550 553 554 560 570 580 590 600 604 605 610 620 630 634 635 640 650 660 670 680 684 685 690 700 710 717 718 720 730 740 750 751 752 760 770 780 783 784 790 797 798 800 810 820 830 VIA 01 VIA 02 VIA 03 VIA 04 VIA 5 \W8.04334; TORRE 1 \W7.94218; TORRE 2 \W7.93574; TORRE 3 \W7.91770; TORRE 4 \W7.42930; TORRE 16 \W7.42414; TORRE 15 \W7.92414; TORRE 5 \W7.92930; TORRE 6 \W7.93703; TORRE 7 \W7.93767; TORRE 8 \W7.93896; TORRE 9 \W7.44154; TORRE 10 \W7.54334; TORRE 11 \W7.44218; TORRE 12 \W7.44154; TORRE 20 \W7.43896; TORRE 19 \W7.43767; TORRE 18 \W7.43703; TORRE 17 \W7.43574; TORRE 23 \W7.44218; TORRE 22 \W7.54334; TORRE 21 \W7.42414; TORRE 25 \W7.41770; TORRE 24 \W7.42930; TORRE 26 \W7.43703; TORRE 27 \W7.43767; TORRE 28 \W7.43896; TORRE 29 \W7.44154; TORRE 30 \W7.54334; TORRE 31 \W7.42930; TORRE 36 \W7.43703; TORRE 37 \W7.44218; TORRE 32 \W7.43574; TORRE 33 \W7.41770; TORRE 34 \W7.42414; TORRE 35 \W7.43767; TORRE 38 \W7.43896; TORRE 39 \W7.44154; TORRE 40 \W7.41770; TORRE 14 \W7.43574; TORRE 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W8.89468; ÁREA COMUNAL \W4.88565; ÁREA RECOLECCIÓN \W5.84682; DE BASURAS \W3.70958; PORTERÍA \W5.51323; ÁREA DESARROLLO \W6.35327; COMERCIAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MH-24 CT: 362,000 m CF: 360,348 m O-4 CT: 358,831 m CB: 356,874 m MH-22 CT: 360,327 m CF: 358,624 m MH-23 CT: 359,309 m CF: 357,606 m MH-20 CT: 355,995 m CF: 354,241 m MH-19 CT: 356,606 m CF: 354,153 m MH-18 CT: 356,243 m CF: 354,099 m MH-17 CT: 356,127 m CF: 354,075 m MH-16 CT: 356,659 m CF: 354,905 m MH-15 CT: 356,762 m CF: 354,957 m MH-14 CT: 356,917 m CF: 355,214 m MH-13 CT: 358,005 m CF: 356,353 m MH-12 CT: 356,792 m CF: 354,886 m MH-11 CT: 357,000 m CF: 355,195 m MH-10 CT: 357,281 m CF: 355,578 m MH-9 CT: 358,524 m CF: 356,770 m MH-8 CT: 360,000 m CF: 358,348 m MH-7 CT: 361,798 m CF: 360,146 m O-3 CT: 355,854 m CB: 353,948 m O-2 CT: 356,819 m CB: 354,864 m O-1 CT: 358,148 m CB: 356,191 m MH-5 CT: 358,664 m CF: 356,758 m MH-4 CT: 360,033 m CF: 358,076 m MH-3 CT: 361,233 m CF: 359,530 m MH-2 CT: 359,914 m CF: 357,957 m MH-1 CT: 358,873 m CF: 356,916 m P-1 L: 51,00 m DN: 450 mm S: 2,04 % HCP: 1,50 m P-2 L: 88,00 m DN: 400 mm S: 1,79 % HCP: 1,42 m P-4 L: 84,00 m DN: 450 mm S: 1,57 % HCP: 1,47 m P-7 L: 32,00 m DN: 300 mm S: 1,92 % HCP: 1,37 m P-9 L: 88,50 m DN: 400 mm S: 1,35 % HCP: 1,32 m P-10 L: 10,00 m DN: 400 mm S: 3,83 % HCP: 1,35 m P-11 DN: 450 mm S: 0,97 % P-12 DN: 450 mm S: 0,20 % HCP: 1,47 m P-13 L: 79,00 m DN: 300 mm S: 1,44 % HCP: 1,37 m P-14 L: 40,00 m DN: 400 mm S: 0,64 % HCP: 1,35 m P-15 L: 10,00 m DN: 400 mm S: 0,52 % HCP: 1,37 m P-16 L: 47,50 m DN: 450 mm S: 1,75 % HCP: 1,45 m P-17 L: 11,00 m DN: 450 mm S: 1,16 % HCP: 1,52 m P-18 L: 12,00 m DN: 400 mm S: 0,20 % HCP: 1,69 m P-19 L: 27,00 m DN: 300 mm S: 0,20 % HCP: 1,99 m P-20 L: 44,00 m DN: 300 mm S: 0,20 % HCP: 1,80 m P-24 L: 29,50 m DN: 300 mm S: 2,51 % HCP: 1,37 m P-25 L: 41,00 m DN: 300 mm S: 2,04 % HCP: 1,42 m P-23 L: 41,00 m DN: 400 mm S: 1,34 % HCP: 1,42 m P-26 L: 8,00 m DN: 450 mm S: 0,52 % HCP: 1,50 m P-27 L: 71,00 m DN: 300 mm S: 2,43 % HCP: 1,37 m P-28 L: 31,00 m DN: 450 mm S: 1,83 % HCP: 1,47 m ANDEN 5 0.78 0.26 0.20 VAR. 0.20 0.20 VAR. VAR. 0.40 0.37 0.40 0.26 5 CALZADA CONCRETO CLASE C MAMPOSTERIA EN LADRILLO TOLETE NORMA ICONTEC 451 CONCRETO CLASE C PAÑETE DE 0.01 PAÑETE DE 0.01 5 0.78 CONCRETO CLASE C NORMA ICONTEC 451 LADRILLO TOLETE MAMPOSTERIA EN VAR. 0.73 0.40 CALZADA ANDEN 5 0.20 0.85 0.20 0.26 MIN 0.01 0.01 0.01 0.01 C L TAPA 1.25 5 5 0.40 0.06 1.30 POVIMENTO CONCRETO CLASE C TUBERIA L C LINEA DE EXCAVACION RELLENO TIPO 2 JUNTA DE CONSTRUCCION CON LLAVE DE CORTANTE 0.12+1/4d 5 d/2+0.10 d/2+0.10 5 5 5 PARED SUMIDERO SL-100 SL-150 SUMIDERO PARED SL-200 SUMIDERO PARED 0.01 0.01 0.01 0.01 0.90 0.20 5 L=1.00 5 L=1.50 5 SUMIDERO SL-100 SUMIDERO SL-150 L=2.00 5 SUMIDERO SL-200 L=250 SUMIDERO SL-250 5 5 0.20 0.30 0.20 0.43 0.42 0.56 0.29 0.68 0.17 0.20 0.35 0.85 0.10 0.80 ANDEN CONCRETO CLASE C CONCRETO CLASE B d 0.40 L 0.40 ESCORRIENTA CALZADA PAVIMENTADA CALZADA 5 5 5 5 5 0.40 CALZADA d AL POZO 0.50 0.90 0.40 0.80 SARDINEL 5 5 5 1.00 MINIMO 0.15 0.15 0.15 0.15 d VARIABLE d VARIABLE PIEDRA DE CANAL A REVESTIR CON E=0.20 SINO ESTA REVESTIDA d 1/2" C/0.25 d 1/2" C/0.25 d Variable 0.10 d 1/2" C/0.15 C/0.15 d 1/2" 3d 1/2" CONCRETO CLASE B d 1/2" C/0.25 C/0.15 2d 1/2" C/0.25 3d 1/2" C/0.15 C/0.25 2d 1/2" 2d 1/2" C/0.25 C/0.25 2d 1/2" 3d 1/2" C/0.15 3d 1/2" C/0.15 4d 1/2" 5d 1/2" C/0.25 5d 1/2" C/0.25 3d 1/2" C/0.25 3d 1/2" C/0.25 d 1/2" C/0.25 d 1/2" C/0.25 PIEDRA DE CANAL A REVESTIR CON E=0.20 SINO ESTA REVESTIDA 2.00 5 5 9#3 13 c.10 5 5 0.80 5 5 5 0.20 0.10 5 5 5 0.40 5 0.20 5#3 18 C.10 3#5 15 5#6 16 5 0.20 5FI#3 2 C.10 0.20 0.28 5FI#3 4 C.10 5 0.20 0.28 5FI# 5 C.10 5 0.20 5 0.10 0.10 0.10 0.90 0.03 0.08 5 0.20 5 5 9FI#3 9 C.10 9FI#3 5 C.10 5 0.28 <>0 ST-600 ST-400 ST-400 ST-600 L: 32,00 m L: 11,00 m ST-600 ST-600 COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=750 mm COLECTOR ALCANTARILLADO PLUVIAL EXISTENTE DN=900 mm

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

bath, cleanliness, cellar, bath, via, tower, Communal area, Garbage collection area, goal, Commercial development area, minimum, variable, via, tower, Communal area, Garbage collection area, goal, Commercial development area, via, tower, Communal area, Garbage collection area, goal, Commercial development area, Ct:, Cf:, Ct:, Cb:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cb:, Ct:, Cb:, Ct:, Cb:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Ct:, Cf:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, Dn: mm, Hcp:, platform, Var., Var., road, Concrete class, Masonry in, Brick, Icontec standard, Concrete class, Have a nap, Concrete class, Icontec standard, Brick, Masonry in, Var., road, platform, Min, top, Development, Concrete class, pipeline, Excavation line, Stuffing type, Construction gasket, With wrench, wall, sink, sink, wall, sink, wall, sink, sink, sink, platform, Concrete class, Streamer, road, Paved, road, road, to the well, Sardinel, minimum, variable, Channel stone coating, With but it is coated, variable, Concrete class, Channel stone coating, With but it is coated, Existing storm drain collector mm

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features
Tags	apartments, autocad, block, closed, collection, DWG, kläranlage, network, rainwater, set, sewage, sewer, stormwater, treatment plant

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