Sanitary Sewer And Storm The Decision DWG Section for AutoCAD

Sanitary Sewer And Storm The Decision DWG Section for AutoCAD

Collectors Sewerage networks; Sections and Details. Gated Condominium.

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, Geotextìl min, According to type, Geotextile min, Geotextìl min, According to type, Geotextile min, via, tower, Communal area, Collection area, goal, Commercial development area, via, tower, Communal area, Collection area, goal, Commercial development area, 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:, Cf:, Ct:, Cf:, 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:, Dn: mm, Hcp:, Overlap geotextìl min, Diameter according to type, Overlap geotextile min, scale, Reinforcement plate type background, Straps, scale, Plant view, Flow output, Steps, Outer pawn with mortar type, Perimeter geotextile, Tangential brick, Flow output, scale, Plant view, Radial brick, scale, Flow output, Tangential brick, Radial brick, scale, Upper face reinforcement, handles, Lower face reinforcement, scale, scale, Reinforcement plate type background, Straps, For wells with depth between, Straps, Cover plate, reinforcement, Cross-section cover plate, scale, Similar type, Fully waterproofed, Interior pawn with mortar type, Fully waterproofed, Fully waterproofed, Interior pawn with mortar type, Perimeter geotextile, Similar type, Outer pawn with mortar type, Fully waterproofed, Steps, Fully waterproofed, Outer pawn with mortar type, Similar type, Perimeter geotextile, Interior pawn with mortar type, Fully waterproofed, Steps, Detail pipe connection, scale, note, Overlap geotextìl min, note, detail, Plant view, detail, Mortar layer, Bent geotextile, On the wall, Geotextile splicing detail, class, Geotextile, Poor concrete, Flow input, Geotextile, Minimum foundation for, Nt non-woven, note, Rubber band, Polyurethane foam, Ntc degree class, Elastic sealing cord, Bottom plate, Flow output, Interior pae, Soil study, Slope defined by, Of excavation, Theoretical limit, Carved edge, note, masonry, Plate union, note, Max., handles, hooks, Max., detail, note, Entire cylinder height, Fully waterproofed, Ac class, Similar type in, In ferroconcreto, Access cover, Masonry wall, Without reinforcement in, Cover plate in, reinforced concrete., Mortar type, Have tea, Perimeter geotextile, Brick, Diameter according to type, note, For cane, Fully waterproofed, Concrete step, Reinforced concrete, kind, Bottom plate, cross section, note, Larger diameter tube, Above the back of the, filling, Excavation overhang, class, Flow in, cleaning, Poor concrete, scale, Concrete class, Detail pipe connection, unscaled, Polyurethane band, tube, Sealing cord, Zuncho of, Henna, elastic, From, Ventilation tube, Pvc, hooks, Two first stages f.c., Stretches covered with geotextile, Fall chamber fall, detail, Overlap geotextile min, unscaled, Concrete cap core, Ac class, Does not exempt the designer from liability arising, The acceptance of this project by the mayoralty, Implementation of the networks which are in, In accordance with current regulations., The builder of this project will be, Responsible to the municipality for the execution, Stability of works taking into account the established, Law decree, In the current regulations:, Notes:, Bottom plate, Well without reduction, Down, Chambers of decay, Diameter red, concrete, Cylinder quantities, handles, Access ladders, Kg pdr steel, Bricks type ntc units, Nt similar geotextile, Mortar type, scheme, Total, Total, scheme, M. L., length, quantity, M. L., quantity, length, Cylinder quantities, Nt similar geotextile, Concrete class, Kg pdr steel, Mortar type, Bricks type ntc units, Concrete middle class, Kg pdr steel, Total, Number of works, Concrete class, Bottom plate, Concrete middle class, scheme, Kg pdr steel, Total, M. L., length, quantity, Number of works, Bottom plate, Concrete ac class, Well without reduction, Bottom plate, scheme, Kg pdr steel, Kg steel, M. L., quantity, length, Number of works, Cover plate, Concrete cover for, Well without reduction, Total, scheme, M. L., quantity, length, Should carry steel, Minimum amount, For retraction, temperature, Pvc, Pvc, Pvc, Pvc, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv out

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 \A1;0.2000 \A1;1.20 \A1;1.7000 \A1;1.7000 \A1;0.145 \A1;0.1500 \A1;0.145 \A1;0.165 \A1;0.1600 \A1;0.6000 \A1;0.17 \A1;0.2000 \A1;1.70 \A1;1.95 \A1;0.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.6999 \A1;Traslapo geotextìl min 0.25 \A1;0.025 \A1;0.025 \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.50 \A1;1.7000 \A1;0.6000 \A1;0.20 \A1;0.40 \A1;0.3007 \A1;0.4000 \A1;0.15 \A1;0.17 \A1;DIAMETRO SEGUN TIPO (A O B) \A1;1.2000 \A1;0.2000 \A1;0.2500 \A1;0.0500 \A1;0,20 \A1;0.165 \A1;0,30 \A1;0,20 \A1;0.0250 \A1;0.0500 \A1;d/3 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;TRASLAPO GEOTEXTIL MIN 0.25 \A1;1.0000 \A1;1.20 \A1;8.5000 \A1;8.5000 \A1;0.145 \A1;0.7500 \A1;0.145 \A1;0.165 \A1;0.8000 \A1;2.9999 \A1;0.17 \A1;1.0000 \A1;1.70 \A1;1.95 \A1;0.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.20 \A1;8.4997 \A1;Traslapo geotextìl min 0.25 \A1;0.025 \A1;0.025 \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.50 \A1;8.5000 \A1;3.0000 \A1;0.20 \A1;0.40 \A1;1.5034 \A1;2.0000 \A1;0.15 \A1;0.17 \A1;DIAMETRO SEGUN TIPO (A O B) \A1;6.0000 \A1;1.0000 \A1;1.2500 \A1;0.2500 \A1;0,20 \A1;0.165 \A1;0,30 \A1;0,20 \A1;0.1250 \A1;0.2500 \A1;d/3 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;TRASLAPO GEOTEXTIL MIN 0.25 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-4 CT: 357,005 m CF: 355,653 m MH-1 CT: 362,203 m CF: 360,901 m MH-12 CT: 359,914 m CF: 357,517 m MH-14 CT: 359,686 m CF: 357,119 m MH-2 CT: 360,217 m CF: 358,915 m MH-5 CT: 356,648 m CF: 355,245 m MH-3 CT: 358,411 m CF: 357,109 m MH-16 CT: 362,003 m CF: 360,701 m MH-15 CT: 358,500 m CF: 356,950 m MH-10 CT: 358,316 m CF: 357,014 m MH-7 CT: 356,606 m CF: 354,529 m MH-11 CT: 358,975 m CF: 357,673 m O-2 CT: 358,353 m CF: 356,905 m MH-6 CT: 356,245 m CF: 354,467 m MH-9 CT: 357,171 m CF: 355,869 m O-3 CT: 356,122 m CF: 354,445 m MH-8 CT: 355,995 m CF: 354,693 m MH-13 CT: 361,412 m CF: 357,292 m P-10 L: 40,00 m DN: 200 mm S: 0,39 % HCP: 1,65 m V: 0,47 m/s P-11 L: 90,50 m DN: 250 mm S: 0,25 % HCP: 3,00 m V: 0,48 m/s P-12 L: 86,50 m DN: 250 mm S: 0,20 % HCP: 3,09 m V: 0,54 m/s P-13 L: 84,50 m DN: 250 mm S: 0,20 % HCP: 1,80 m V: 0,57 m/s P-14 L: 32,00 m DN: 200 mm S: 1,85 % HCP: 1,10 m V: 0,81 m/s P-16 L: 22,00 m DN: 300 mm S: 0,20 % HCP: 1,19 m V: 0,60 m/s P-1 L: 86,50 m DN: 200 mm S: 2,30 % HCP: 1,10 m V: 0,87 m/s P-2 L: 85,00 m DN: 200 mm S: 2,12 % HCP: 1,10 m V: 1,04 m/s P-3 L: 92,50 m DN: 200 mm S: 1,57 % HCP: 1,12 m V: 1,06 m/s P-4 L: 44,50 m DN: 250 mm S: 0,92 % HCP: 1,12 m V: 0,93 m/s P-5 L: 42,50 m DN: 250 mm S: 1,83 % HCP: 1,34 m V: 1,39 m/s P-6 L: 25,00 m DN: 250 mm S: 0,25 % HCP: 1,67 m V: 0,48 m/s P-7 L: 42,00 m DN: 200 mm S: 0,39 % HCP: 1,49 m V: 0,47 m/s P-8 L: 104,00 m DN: 200 mm S: 0,60 % HCP: 1,15 m V: 0,67 m/s P-9 L: 84,50 m DN: 200 mm S: 1,36 % HCP: 1,10 m V: 0,72 m/s P-17 L: 12,00 m DN: 300 mm S: 0,18 % HCP: 1,42 m V: 0,67 m/s 5 1.20 5 5 0.145 5 0.145 0.165 5 5 0.17 5 1.70 1.95 0.20 0.40 1.20 0.40 0.20 1.20 0.40 0.20 5 Traslapo geotextìl min 0.25 0.025 0.025 5 5 5 5 5 5 0.15 0.15 0.50 0.50 5 5 0.20 0.40 5 5 0.15 0.17 DIAMETRO SEGUN TIPO (A O B) 5 5 5 5 0,20 0.165 0,30 0,20 5 5 d/3 0.10 De 0.10 0.10 De 0.10 0.10 De 0.10 TRASLAPO GEOTEXTIL MIN 0.25 ESCALA 1:25 REFUERZO PLACA DE FONDO TIPO B 5 FLEJES #4 C/0.15 ESCALA 1:25 VISTA EN PLANTA 0 m< H < 4m SALIDA FLUJO PASOS PAÑETE EXTERIOR CON MORTERO TIPO S (E=0.01) GEOTEXTIL PERIMETRAL LADRILLO TANGENCIAL SALIDA FLUJO ESCALA 1:25 VISTA EN PLANTA 4m < H < 7m (HILADA PAR) LADRILLO RADIAL ESCALA 1:25 SALIDA FLUJO 1.20 LADRILLO TANGENCIAL LADRILLO RADIAL F 1#3 E 1#3 ESCALA 1:25 REFUERZO CARA SUPERIOR H 1#3 G 1#3 I 1#3 5 AGARRADERAS A 1# 4 B 1# 4 REFUERZO CARA INFERIOR ESCALA 1:25 D 1# 4 C 1# 4 I 1#3 5 0.145 5 0.145 0.165 5 5 C 1#4 A 1#4 B 1#4 D 1#4 0.17 E 1#3 H 1#3 F 1#3 G 1#3 ESCALA 1:25 REFUERZO PLACA DE FONDO TIPO A 5 FLEJES #4 C/0.15 PARA POZOS CON PROFUNDIDAD ENTRE 4 Y 7 m PARA POZOS CON PROFUNDIDAD ENTRE 0 Y 4 M FLEJES # 4 C/ 0.15 FLEJES # 4 C/ 0.15 J k L M N N M L k J N M L k J N M L J k 1.70 P R Q S T R S T O P R Q S Q P Q R S T O O P O 1.95 T PLACA DE CUBIERTA PLACA DE CUBIERTA REFUERZO SECCION TRANSVERSAL PLACA DE CUBIERTA ESCALA 1:25 AR # 6 C/0.40 0.20 0.40 1.20 E=0.25 TIPO NT2000 O SIMILAR IMPERMEABILIZADO INTEGRALMENTE PAÑETE INTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) (E=0.01) IMPERMEABILIZADO INTEGRALMENTE PAÑETE INTERIOR CON MORTERO TIPO S GEOTEXTIL PERIMETRAL TIPO NT2000 O SIMILAR PAÑETE EXTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) 0.40 0.20 1.20 AR # 6 C/0.40 PASOS E=0.37 IMPERMEABILIZADO INTEGRALMENTE PAÑETE EXTERIOR CON MORTERO TIPO S TIPO NT2000 O SIMILAR GEOTEXTIL PERIMETRAL (E=0.01) PAÑETE INTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) AR # 6 C/0.40 PASOS 0.40 0.20 DETALLE CONEXION DE TUBERIAS ESCALA 1:25 5 (VER NOTA 8) Traslapo geotextìl min 0.25 A (CORTE A - A) (VER NOTA 12) 0.025 0.025 DETALLE B DETALLE B VISTA EN PLANTA 4m< H < 7m (HILADA IMPAR) 5 5 5 5 5 5 0.15 0.15 DETALLE A CAPA DE MORTERO E= 0.01 M GEOTEXTIL DOBLADO SOBRE EL MURO DETALLE EMPALME GEOTEXTIL CLASE D (175 kg/cm2) GEOTEXTIL CONCRETO POBRE ENTRADA FLUJO GEOTEXTIL CIMENTACION MINIMA PARA LOS NO TEJIDO NT 2000 O SIMILAR (IGAL O SIMILAR) (VER NOTA 11) BANDA DE CAUCHO O ESPUMA DE POLIURETANO CLASE 23 - GRADO 24 (NORMA NTC 2019) CORDON SELLANTE ELASTICO PLACA DE FONDO SALIDA FLUJO 0.50 0.50 5 5 PAÑETE INTERIOR ESTUDIO DE SUELOS TALUD DEFINIDO POR 0.20 DE EXCAVACION LIMITE TEORICO 1 H 0.40 BORDE ACARTELADO (VER NOTA 8) Y MAMPOSTERIA UNION DE PLACA (VER NOTA 9) 5 H 1 MAX. AGARRADERAS GANCHOS C/0.40 d3/4" E=0.01 H 3.00 2 MAX. 5 4.00 DETALLE A (VER NOTA 10) TODA LA ALTURA DEL CILINDRO 0.15 IMPERMEABILIZADO INTEGRALMENTE CLASE AC (280 kg/cm2) TIPO NT2000 O SIMILAR EN E = 0.375 E = 0.25 EN FERROCONCRETO TAPA DE ACCESO MURO EN MAMPOSTERIA SIN REFUERZO INTERIOR, EN 0.17 PLACA DE CUBIERTA EN CONCRETO REFORZADO. (PREFABRICADO) Y MORTERO TIPO S E=0.01 PAÑETE GEOTEXTIL PERIMETRAL LADRILLO TOLETE RECOCIDO DIAMETRO SEGUN TIPO (A O B) 5 (VER NOTA 7) PARA CAÑUELAS (FUNDIDA EN SITIO) IMPERMEABILIZADO INTEGRALMENTE CONCRETO 2A. ETAPA 5 EN CONCRETO REFORZADO TIPO B (280 kg/cm2) PLACA DE FONDO SECCION TRANSVERSAL (VER NOTA 15) TUBO DE MAYOR DIAMETRO POR ENCIMA DEL LOMO DEL RELLENO 0.30M SOBREANCHO DE EXCAVACION 5 CLASE E (140 kg/cm2) ENTRADA DE FLUJO DE LIMPIEZA CONCRETO POBRE ESCALA 1:25 CONCRETO CLASE C 210 kg/cm2 DETALLE CONEXION TUBERIA SIN ESCALA BANDA DE POLIURETANO 0.01 TUBO 0.02 CORDON SELLANTE ZUNCHO DE ALHAMBRE ELASTICO dDE 8" A 16" TUBO VENTILACION PVC d 2" GANCHOS C/0.50 5 0,20 0.165 0,30 0,20 5 5 d/3 DOS PRIMEROS TRAMOS F.C. = 2.2 TRAMOS CUBIERTOS CON GEOTEXTIL 0.10 De 0.10 C C A A A CAMARA DE CAIDA - PLANTA DETALLE C 0.10 De 0.10 0.10 De 0.10 TRASLAPO GEOTEXTIL MIN 0.25 SIN ESCALA NUCLEO TAPA CONCRETO CLASE AC (280kg/cm2) NO EXIME AL DISEÑADOR DE LA RESPONSABILIDAD QUE SE DERIVE 1. LA ACEPTACION DE ESTE PROYECTO POR PARTE DE LA ALCALDIA DE LA EJECUCION Y PUESTA EN SERVICIO DE LAS REDES QUE LO CONFORMAN, DE ACUERDO A LAS NORMAS VIGENTES. 2. EL URBANIZADOR Y/O CONSTRUCTOR DE ESTE PROYECTO SERA RESPONSABLE ANTE EL MUNICIPIO POR LA EJECUCION Y LA ESTABILIDAD DE LAS OBRAS TENIENDO ENCUENTA LO ESTABLECIDO LEY 80/93, DECRETO 2150/95, DECRETO 600/93 EN LAS NORMAS VIGENTES: NOTAS: PLACA DE FONDO POZO SIN REDUCCION 8" 12" 16" BAJANTE CAMARAS DE CAIDA 20 - 30" 14 - 18" DIAMETRO RED 8 - 12" (PROMEDIO) 0.35 0.30 0.25 CONCRETO X/ML CANTIDADES CILINDRO E=0.375 M (POR METRO) AGARRADERAS ESCALERAS DE ACCESO (PAS0S) ACERO PDR 60 (PASOS) = 7.84 kG LADRILLOS TIPO NTC 4205 = 62.5 UNIDADES GEOTEXTIL NT 2000 O SIMILAR = 6.09 M2 MORTERO TIPO S = 0.60 M3 AR 0.35 # AS 0.075 ESQUEMA 0.30 0.075 0.30 0.15 TOTALES 0.35 0.40 TOTALES # ESQUEMA 0.10 0.10 3.25 1.30 2.50 M. L. LONGITUD CANTIDAD (M) 0.90 #3 3 #4 #6 2.70 2.70 3.25 M. L. CANTIDAD (M) LONGITUD #3 #6 #4 CANTIDADES CILINDRO E=0.25 M (POR METRO) GEOTEXTIL NT 2000 O SIMILAR = 5.34 M2 CONCRETO CLASE E (140 kg/cm2) = 0.15 M3 ACERO PDR 60 (PASOS) = 7.84 kG MORTERO TIPO S = 0.46 M3 LADRILLOS TIPO NTC 4205 = 35 UNIDADES CONCRETO CLASE B (210 kg/cm2) = 0.85 M3 PROMEDIO ACERO PDR 60 = 80.80 kG T R S 0.10 0.10 0.10 1.84 0.10 0.10 0.10 0.10 0.10 0.10 1.68 1.78 TOTALES 16.32 15.14 15.84 80.80 4.08 0.10 0.10 0.10 3.76 3.96 4 4 4 0.10 N 4 14.40 3.60 CUADRO DE CANTIDAD DE OBRA CONCRETO CLASE E (140 kg/cm2) = 0.11 M3 PLACA DE FONDO D = 1.95 M CONCRETO CLASE B (210 kg/cm2) = 0.65 M3 PROMEDIO 0.10 # O P Q ESQUEMA 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.82 1.26 1.52 ACERO PDR 60 = 60.80 kG 0.10 0.10 TOTALES M. L. 11.68 8.16 13.76 LONGITUD CANTIDAD (M) 0.10 0.10 0.10 2.04 2.92 3.44 #3 4 4 4 #6 #4 60.80 CUADRO DE CANTIDAD DE OBRA 0.10 0.10 0.10 0.10 PLACA DE FONDO D = 1.70 M CONCRETO CLASE AC (280 kg/cm2) = 0.40 M3 POZO SIN REDUCCION PLACA DE FONDO J L M k # 0.10 1.60 1.55 1.40 1.20 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 ESQUEMA 0.10 0.10 ACERO PDR 60 = 17.47 kG ACERO A-37 = 51.64 kG M. L. 11.20 8.40 #4 14.00 12.80 4 4 4 3.50 3.20 2.80 CANTIDAD 4 LONGITUD 2.10 (M) #3 #6 CUADRO DE CANTIDAD DE OBRA PLACA DE CUBIERTA TAPA DE CONCRETO PARA POZO SIN REDUCCION G H I D C E F R R 0.09 TOTALES 0.44 R = 0.68 R = 0.82 0.49 0.05 0.14 0.09 R R R R R = 0.67 R = 0.83 R = 0.38 R = 0.53 A B # ESQUEMA R R R = 0.51 R = 0.38 17.47 4.91 5.92 20 4.97 5.85 1.30 51.64 4.97 5.85 1 1 33.80 4.91 5.92 2.99 4.03 2.99 1 1 1 4.03 1 #4 2.74 3.90 M. L. CANTIDAD (M) 2.74 3.90 LONGITUD #3 1 1 #6 DEBERA LLEVAR ACERO CUANTIA MINIMA PARA RETRACCION Y TEMPERATURA P-8 104,00 m 200 mm PVC @ S = 0,60 % P-5 42,50 m 250 mm PVC @ S = 1,83 % P-6 25,00 m 250 mm PVC @ S = 0,25 % P-7 42,00 m 200 mm PVC @ S = 0,39 % MH-9 Sta: 2+14 m Inv In: 355,869 m Inv Out: 355,869 m Rim: 357,171 m Sump: 355,869 m MH-5 Sta: 1+10 m Inv In: 355,245 m Inv In: 355,245 m Inv Out: 355,245 m Rim: 356,648 m Sump: 355,245 m MH-6 Sta: 0+67 m Inv In: 354,467 m Inv In: 354,467 m Inv Out: 354,467 m Rim: 356,245 m Sump: 354,467 m MH-7 Sta: 0+42 m Inv In: 354,529 m Inv Out: 354,529 m Rim: 356,606 m Sump: 354,529 m MH-8 Sta: 0+00 m Inv Out: 354,693 m Rim: 355,995 m Sump: 354,693 m 358,000 357,000 356,000 355,000 354,000 2+25 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 1 ALC-SAN Sta (m) Elev (m) P-4 44,50 m 250 mm PVC @ S = 0,92 % P-3 92,50 m 200 mm PVC @ S = 1,57 % P-2 85,00 m 200 mm PVC @ S = 2,12 % P-1 86,50 m 200 mm PVC @ S = 2,30 % MH-5 Sta: 3+09 m Inv In: 355,245 m Inv In: 355,245 m Inv Out: 355,245 m Rim: 356,648 m Sump: 355,245 m MH-4 Sta: 2+64 m Inv In: 355,653 m Inv Out: 355,653 m Rim: 357,005 m Sump: 355,653 m MH-3 Sta: 1+72 m Inv In: 357,109 m Inv Out: 357,109 m Rim: 358,411 m Sump: 357,109 m MH-2 Sta: 0+87 m Inv In: 358,915 m Inv Out: 358,915 m Rim: 360,217 m Sump: 358,915 m MH-1 Sta: 0+00 m Inv Out: 360,901 m Rim: 362,203 m Sump: 360,901 m 363,000 362,000 361,000 360,000 359,000 358,000 357,000 356,000 355,000 3+25 3+20 3+16 3+12 3+08 3+04 3+00 2+96 2+92 2+88 2+84 2+80 2+76 2+72 2+68 2+64 2+60 2+56 2+52 2+48 2+44 2+40 2+36 2+32 2+28 2+24 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 2 ALC-SAN Sta (m) Elev (m) P-16 22,50 m 300 mm PVC @ S = 0,20 % P-13 84,50 m 250 mm PVC @ S = 0,20 % P-12 86,50 m 250 mm PVC @ S = 0,20 % P-11 90,50 m 250 mm PVC @ S = 0,25 % P-10 40,00 m 200 mm PVC @ S = 0,39 % O-2 Sta: 3+24 m Inv In: 356,905 m Rim: 358,353 m Sump: 356,905 m MH-15 Sta: 3+02 m Inv In: 356,950 m Inv Out: 356,950 m Rim: 358,500 m Sump: 356,950 m MH-14 Sta: 2+17 m Inv In: 357,119 m Inv Out: 357,119 m Rim: 359,686 m Sump: 357,119 m MH-13 Sta: 1+31 m Inv In: 360,110 m Inv In: 357,292 m Inv Out: 357,292 m Rim: 361,412 m Sump: 357,292 m MH-12 Sta: 0+40 m Inv In: 357,517 m Inv Out: 357,517 m Rim: 359,914 m Sump: 357,517 m MH-11 Sta: 0+00 m Inv Out: 357,673 m Rim: 358,975 m Sump: 357,673 m 362,000 361,000 360,000 359,000 358,000 357,000 356,000 3+25 3+20 3+16 3+12 3+08 3+04 3+00 2+96 2+92 2+88 2+84 2+80 2+76 2+72 2+68 2+64 2+60 2+56 2+52 2+48 2+44 2+40 2+36 2+32 2+28 2+24 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 3 ALC-SAN Sta (m) Elev (m) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6"

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, Geotextìl min, According to type, Geotextile min, Geotextìl min, According to type, Geotextile min, 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:, 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:, Cf:, 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:, Dn: mm, Hcp:, Overlap geotextìl min, Diameter according to type, Overlap geotextile min, scale, Reinforcement plate type background, Straps, scale, Plant view, Flow output, Steps, Outdoor pawn with mortar type, Perimeter geotextile, Tangential brick, Flow output, scale, Plant view, Radial brick, scale, Flow output, Tangential brick, Radial brick, scale, Upper face reinforcement, handles, Lower face reinforcement, scale, scale, Reinforcement plate type background, Straps, For wells with depth between, Straps, Cover plate, reinforcement, Cross-section cover plate, scale, Similar type, Fully waterproofed, Interior pawn with mortar type, Fully waterproofed, Fully waterproofed, Interior pawn with mortar type, Perimeter geotextile, Similar type, Outdoor pawn with mortar type, Fully waterproofed, Steps, Fully waterproofed, Outdoor pawn with mortar type, Similar type, Perimeter geotextile, Interior pawn with mortar type, Fully waterproofed, Steps, Detail pipe connection, scale, note, Overlap geotextìl min, note, detail, Plant view, detail, Mortar layer, Bent geotextile, On the wall, Geotextile splicing detail, class, Geotextile, Poor concrete, Flow input, Geotextile, Minimum foundation for, Nt, note, Rubber band, Polyurethane foam, Ntc degree class, Elastic sealing cord, Bottom plate, Flow output, Pañete interior, Soil study, Slope defined by, Of excavation, Theoretical limit, Carved edge, note, masonry, Plate union, note, Max., handles, hooks, Max., detail, note, The entire cylinder height, Fully waterproofed, Ac class, Similar type in, In ferroconcreto, Access cover, Masonry wall, Without reinforcement in, Cover plate in, reinforced concrete., Mortar type, Have tea, Perimeter geotextile, Brick, Diameter according to type, note, For cane, Fully waterproofed, Concrete step, Reinforced concrete, kind, Bottom plate, cross section, note, Tube of greater diameter, Above the back of the, filling, Excavation overhang, class, Flow inlet, cleaning, Poor concrete, scale, Concrete class, Detail, unscaled, Polyurethane band, tube, Sealing cord, Zuncho of, Henna, elastic, From, Ventilation tube, Pvc, hooks, Two first stages f.c., Stretches covered with geotextile, Fall chamber fall, detail, Overlap geotextile min, unscaled, Concrete cap core, Ac class, Does not exempt the designer from liability arising, The acceptance of this project by the mayoralty, Implementation of the networks, According to current regulations., The developer of this project will be, Responsible to the municipality for the execution, Stability of works taking into account the established, Law decree, In the current regulations:, Notes:, Bottom plate, Well without reduction, Down, Falling cameras, Diameter red, concrete, Cylinder quantities, handles, Access ladders, Pdr steel kg, Bricks type ntc units, Nt similar geotextile, Mortar type, scheme, Total, Total, scheme, M. L., length, quantity, M. L., quantity, length, Cylinder quantities, Nt similar geotextile, Concrete class, Pdr steel kg, Mortar type, Bricks type ntc units, Concrete middle class, Pdr steel kg, Total, Quantity of works, Concrete class, Bottom plate, Concrete middle class, scheme, Pdr steel kg, Total, M. L., length, quantity, Quantity of works, Bottom plate, Concrete ac class, Well without reduction, Bottom plate, scheme, Pdr steel kg, Steel kg, M. L., quantity, length, Quantity of works, Cover plate, Concrete cover for, Well without reduction, Total, scheme, M. L., quantity, length, Should carry steel, Minimum amount, For retraction, temperature, Pvc, Pvc, Pvc, Pvc, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv in:, Inv out:, Kidney, Sump:, Sta:, Inv out

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 \A1;0.2000 \A1;1.20 \A1;1.7000 \A1;1.7000 \A1;0.145 \A1;0.1500 \A1;0.145 \A1;0.165 \A1;0.1600 \A1;0.6000 \A1;0.17 \A1;0.2000 \A1;1.70 \A1;1.95 \A1;0.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.6999 \A1;Traslapo geotextìl min 0.25 \A1;0.025 \A1;0.025 \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.50 \A1;1.7000 \A1;0.6000 \A1;0.20 \A1;0.40 \A1;0.3007 \A1;0.4000 \A1;0.15 \A1;0.17 \A1;DIAMETRO SEGUN TIPO (A O B) \A1;1.2000 \A1;0.2000 \A1;0.2500 \A1;0.0500 \A1;0,20 \A1;0.165 \A1;0,30 \A1;0,20 \A1;0.0250 \A1;0.0500 \A1;d/3 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;TRASLAPO GEOTEXTIL MIN 0.25 \A1;1.0000 \A1;1.20 \A1;8.5000 \A1;8.5000 \A1;0.145 \A1;0.7500 \A1;0.145 \A1;0.165 \A1;0.8000 \A1;2.9999 \A1;0.17 \A1;1.0000 \A1;1.70 \A1;1.95 \A1;0.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.20 \A1;8.4997 \A1;Traslapo geotextìl min 0.25 \A1;0.025 \A1;0.025 \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;120° \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.50 \A1;8.5000 \A1;3.0000 \A1;0.20 \A1;0.40 \A1;1.5034 \A1;2.0000 \A1;0.15 \A1;0.17 \A1;DIAMETRO SEGUN TIPO (A O B) \A1;6.0000 \A1;1.0000 \A1;1.2500 \A1;0.2500 \A1;0,20 \A1;0.165 \A1;0,30 \A1;0,20 \A1;0.1250 \A1;0.2500 \A1;d/3 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;0.10 \A1;De \A1;0.10 \A1;TRASLAPO GEOTEXTIL MIN 0.25 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-4 CT: 357,005 m CF: 355,653 m MH-1 CT: 362,203 m CF: 360,901 m MH-12 CT: 359,914 m CF: 357,517 m MH-14 CT: 359,686 m CF: 357,119 m MH-2 CT: 360,217 m CF: 358,915 m MH-5 CT: 356,648 m CF: 355,245 m MH-3 CT: 358,411 m CF: 357,109 m MH-16 CT: 362,003 m CF: 360,701 m MH-15 CT: 358,500 m CF: 356,950 m MH-10 CT: 358,316 m CF: 357,014 m MH-7 CT: 356,606 m CF: 354,529 m MH-11 CT: 358,975 m CF: 357,673 m O-2 CT: 358,353 m CF: 356,905 m MH-6 CT: 356,245 m CF: 354,467 m MH-9 CT: 357,171 m CF: 355,869 m O-3 CT: 356,122 m CF: 354,445 m MH-8 CT: 355,995 m CF: 354,693 m MH-13 CT: 361,412 m CF: 357,292 m P-10 L: 40,00 m DN: 200 mm S: 0,39 % HCP: 1,65 m V: 0,47 m/s P-11 L: 90,50 m DN: 250 mm S: 0,25 % HCP: 3,00 m V: 0,48 m/s P-12 L: 86,50 m DN: 250 mm S: 0,20 % HCP: 3,09 m V: 0,54 m/s P-13 L: 84,50 m DN: 250 mm S: 0,20 % HCP: 1,80 m V: 0,57 m/s P-14 L: 32,00 m DN: 200 mm S: 1,85 % HCP: 1,10 m V: 0,81 m/s P-16 L: 22,00 m DN: 300 mm S: 0,20 % HCP: 1,19 m V: 0,60 m/s P-1 L: 86,50 m DN: 200 mm S: 2,30 % HCP: 1,10 m V: 0,87 m/s P-2 L: 85,00 m DN: 200 mm S: 2,12 % HCP: 1,10 m V: 1,04 m/s P-3 L: 92,50 m DN: 200 mm S: 1,57 % HCP: 1,12 m V: 1,06 m/s P-4 L: 44,50 m DN: 250 mm S: 0,92 % HCP: 1,12 m V: 0,93 m/s P-5 L: 42,50 m DN: 250 mm S: 1,83 % HCP: 1,34 m V: 1,39 m/s P-6 L: 25,00 m DN: 250 mm S: 0,25 % HCP: 1,67 m V: 0,48 m/s P-7 L: 42,00 m DN: 200 mm S: 0,39 % HCP: 1,49 m V: 0,47 m/s P-8 L: 104,00 m DN: 200 mm S: 0,60 % HCP: 1,15 m V: 0,67 m/s P-9 L: 84,50 m DN: 200 mm S: 1,36 % HCP: 1,10 m V: 0,72 m/s P-17 L: 12,00 m DN: 300 mm S: 0,18 % HCP: 1,42 m V: 0,67 m/s 5 1.20 5 5 0.145 5 0.145 0.165 5 5 0.17 5 1.70 1.95 0.20 0.40 1.20 0.40 0.20 1.20 0.40 0.20 5 Traslapo geotextìl min 0.25 0.025 0.025 5 5 5 5 5 5 0.15 0.15 0.50 0.50 5 5 0.20 0.40 5 5 0.15 0.17 DIAMETRO SEGUN TIPO (A O B) 5 5 5 5 0,20 0.165 0,30 0,20 5 5 d/3 0.10 De 0.10 0.10 De 0.10 0.10 De 0.10 TRASLAPO GEOTEXTIL MIN 0.25 ESCALA 1:25 REFUERZO PLACA DE FONDO TIPO B 5 FLEJES #4 C/0.15 ESCALA 1:25 VISTA EN PLANTA 0 m< H < 4m SALIDA FLUJO PASOS PAÑETE EXTERIOR CON MORTERO TIPO S (E=0.01) GEOTEXTIL PERIMETRAL LADRILLO TANGENCIAL SALIDA FLUJO ESCALA 1:25 VISTA EN PLANTA 4m < H < 7m (HILADA PAR) LADRILLO RADIAL ESCALA 1:25 SALIDA FLUJO 1.20 LADRILLO TANGENCIAL LADRILLO RADIAL F 1#3 E 1#3 ESCALA 1:25 REFUERZO CARA SUPERIOR H 1#3 G 1#3 I 1#3 5 AGARRADERAS A 1# 4 B 1# 4 REFUERZO CARA INFERIOR ESCALA 1:25 D 1# 4 C 1# 4 I 1#3 5 0.145 5 0.145 0.165 5 5 C 1#4 A 1#4 B 1#4 D 1#4 0.17 E 1#3 H 1#3 F 1#3 G 1#3 ESCALA 1:25 REFUERZO PLACA DE FONDO TIPO A 5 FLEJES #4 C/0.15 PARA POZOS CON PROFUNDIDAD ENTRE 4 Y 7 m PARA POZOS CON PROFUNDIDAD ENTRE 0 Y 4 M FLEJES # 4 C/ 0.15 FLEJES # 4 C/ 0.15 J k L M N N M L k J N M L k J N M L J k 1.70 P R Q S T R S T O P R Q S Q P Q R S T O O P O 1.95 T PLACA DE CUBIERTA PLACA DE CUBIERTA REFUERZO SECCION TRANSVERSAL PLACA DE CUBIERTA ESCALA 1:25 AR # 6 C/0.40 0.20 0.40 1.20 E=0.25 TIPO NT2000 O SIMILAR IMPERMEABILIZADO INTEGRALMENTE PAÑETE INTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) (E=0.01) IMPERMEABILIZADO INTEGRALMENTE PAÑETE INTERIOR CON MORTERO TIPO S GEOTEXTIL PERIMETRAL TIPO NT2000 O SIMILAR PAÑETE EXTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) 0.40 0.20 1.20 AR # 6 C/0.40 PASOS E=0.37 IMPERMEABILIZADO INTEGRALMENTE PAÑETE EXTERIOR CON MORTERO TIPO S TIPO NT2000 O SIMILAR GEOTEXTIL PERIMETRAL (E=0.01) PAÑETE INTERIOR CON MORTERO TIPO S IMPERMEABILIZADO INTEGRALMENTE (E=0.01) AR # 6 C/0.40 PASOS 0.40 0.20 DETALLE CONEXION DE TUBERIAS ESCALA 1:25 5 (VER NOTA 8) Traslapo geotextìl min 0.25 A (CORTE A - A) (VER NOTA 12) 0.025 0.025 DETALLE B DETALLE B VISTA EN PLANTA 4m< H < 7m (HILADA IMPAR) 5 5 5 5 5 5 0.15 0.15 DETALLE A CAPA DE MORTERO E= 0.01 M GEOTEXTIL DOBLADO SOBRE EL MURO DETALLE EMPALME GEOTEXTIL CLASE D (175 kg/cm2) GEOTEXTIL CONCRETO POBRE ENTRADA FLUJO GEOTEXTIL CIMENTACION MINIMA PARA LOS NO TEJIDO NT 2000 O SIMILAR (IGAL O SIMILAR) (VER NOTA 11) BANDA DE CAUCHO O ESPUMA DE POLIURETANO CLASE 23 - GRADO 24 (NORMA NTC 2019) CORDON SELLANTE ELASTICO PLACA DE FONDO SALIDA FLUJO 0.50 0.50 5 5 PAÑETE INTERIOR ESTUDIO DE SUELOS TALUD DEFINIDO POR 0.20 DE EXCAVACION LIMITE TEORICO 1 H 0.40 BORDE ACARTELADO (VER NOTA 8) Y MAMPOSTERIA UNION DE PLACA (VER NOTA 9) 5 H 1 MAX. AGARRADERAS GANCHOS C/0.40 d3/4" E=0.01 H 3.00 2 MAX. 5 4.00 DETALLE A (VER NOTA 10) TODA LA ALTURA DEL CILINDRO 0.15 IMPERMEABILIZADO INTEGRALMENTE CLASE AC (280 kg/cm2) TIPO NT2000 O SIMILAR EN E = 0.375 E = 0.25 EN FERROCONCRETO TAPA DE ACCESO MURO EN MAMPOSTERIA SIN REFUERZO INTERIOR, EN 0.17 PLACA DE CUBIERTA EN CONCRETO REFORZADO. (PREFABRICADO) Y MORTERO TIPO S E=0.01 PAÑETE GEOTEXTIL PERIMETRAL LADRILLO TOLETE RECOCIDO DIAMETRO SEGUN TIPO (A O B) 5 (VER NOTA 7) PARA CAÑUELAS (FUNDIDA EN SITIO) IMPERMEABILIZADO INTEGRALMENTE CONCRETO 2A. ETAPA 5 EN CONCRETO REFORZADO TIPO B (280 kg/cm2) PLACA DE FONDO SECCION TRANSVERSAL (VER NOTA 15) TUBO DE MAYOR DIAMETRO POR ENCIMA DEL LOMO DEL RELLENO 0.30M SOBREANCHO DE EXCAVACION 5 CLASE E (140 kg/cm2) ENTRADA DE FLUJO DE LIMPIEZA CONCRETO POBRE ESCALA 1:25 CONCRETO CLASE C 210 kg/cm2 DETALLE CONEXION TUBERIA SIN ESCALA BANDA DE POLIURETANO 0.01 TUBO 0.02 CORDON SELLANTE ZUNCHO DE ALHAMBRE ELASTICO dDE 8" A 16" TUBO VENTILACION PVC d 2" GANCHOS C/0.50 5 0,20 0.165 0,30 0,20 5 5 d/3 DOS PRIMEROS TRAMOS F.C. = 2.2 TRAMOS CUBIERTOS CON GEOTEXTIL 0.10 De 0.10 C C A A A CAMARA DE CAIDA - PLANTA DETALLE C 0.10 De 0.10 0.10 De 0.10 TRASLAPO GEOTEXTIL MIN 0.25 SIN ESCALA NUCLEO TAPA CONCRETO CLASE AC (280kg/cm2) NO EXIME AL DISEÑADOR DE LA RESPONSABILIDAD QUE SE DERIVE 1. LA ACEPTACION DE ESTE PROYECTO POR PARTE DE LA ALCALDIA DE LA EJECUCION Y PUESTA EN SERVICIO DE LAS REDES QUE LO CONFORMAN, DE ACUERDO A LAS NORMAS VIGENTES. 2. EL URBANIZADOR Y/O CONSTRUCTOR DE ESTE PROYECTO SERA RESPONSABLE ANTE EL MUNICIPIO POR LA EJECUCION Y LA ESTABILIDAD DE LAS OBRAS TENIENDO ENCUENTA LO ESTABLECIDO LEY 80/93, DECRETO 2150/95, DECRETO 600/93 EN LAS NORMAS VIGENTES: NOTAS: PLACA DE FONDO POZO SIN REDUCCION 8" 12" 16" BAJANTE CAMARAS DE CAIDA 20 - 30" 14 - 18" DIAMETRO RED 8 - 12" (PROMEDIO) 0.35 0.30 0.25 CONCRETO X/ML CANTIDADES CILINDRO E=0.375 M (POR METRO) AGARRADERAS ESCALERAS DE ACCESO (PAS0S) ACERO PDR 60 (PASOS) = 7.84 kG LADRILLOS TIPO NTC 4205 = 62.5 UNIDADES GEOTEXTIL NT 2000 O SIMILAR = 6.09 M2 MORTERO TIPO S = 0.60 M3 AR 0.35 # AS 0.075 ESQUEMA 0.30 0.075 0.30 0.15 TOTALES 0.35 0.40 TOTALES # ESQUEMA 0.10 0.10 3.25 1.30 2.50 M. L. LONGITUD CANTIDAD (M) 0.90 #3 3 #4 #6 2.70 2.70 3.25 M. L. CANTIDAD (M) LONGITUD #3 #6 #4 CANTIDADES CILINDRO E=0.25 M (POR METRO) GEOTEXTIL NT 2000 O SIMILAR = 5.34 M2 CONCRETO CLASE E (140 kg/cm2) = 0.15 M3 ACERO PDR 60 (PASOS) = 7.84 kG MORTERO TIPO S = 0.46 M3 LADRILLOS TIPO NTC 4205 = 35 UNIDADES CONCRETO CLASE B (210 kg/cm2) = 0.85 M3 PROMEDIO ACERO PDR 60 = 80.80 kG T R S 0.10 0.10 0.10 1.84 0.10 0.10 0.10 0.10 0.10 0.10 1.68 1.78 TOTALES 16.32 15.14 15.84 80.80 4.08 0.10 0.10 0.10 3.76 3.96 4 4 4 0.10 N 4 14.40 3.60 CUADRO DE CANTIDAD DE OBRA CONCRETO CLASE E (140 kg/cm2) = 0.11 M3 PLACA DE FONDO D = 1.95 M CONCRETO CLASE B (210 kg/cm2) = 0.65 M3 PROMEDIO 0.10 # O P Q ESQUEMA 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.82 1.26 1.52 ACERO PDR 60 = 60.80 kG 0.10 0.10 TOTALES M. L. 11.68 8.16 13.76 LONGITUD CANTIDAD (M) 0.10 0.10 0.10 2.04 2.92 3.44 #3 4 4 4 #6 #4 60.80 CUADRO DE CANTIDAD DE OBRA 0.10 0.10 0.10 0.10 PLACA DE FONDO D = 1.70 M CONCRETO CLASE AC (280 kg/cm2) = 0.40 M3 POZO SIN REDUCCION PLACA DE FONDO J L M k # 0.10 1.60 1.55 1.40 1.20 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 ESQUEMA 0.10 0.10 ACERO PDR 60 = 17.47 kG ACERO A-37 = 51.64 kG M. L. 11.20 8.40 #4 14.00 12.80 4 4 4 3.50 3.20 2.80 CANTIDAD 4 LONGITUD 2.10 (M) #3 #6 CUADRO DE CANTIDAD DE OBRA PLACA DE CUBIERTA TAPA DE CONCRETO PARA POZO SIN REDUCCION G H I D C E F R R 0.09 TOTALES 0.44 R = 0.68 R = 0.82 0.49 0.05 0.14 0.09 R R R R R = 0.67 R = 0.83 R = 0.38 R = 0.53 A B # ESQUEMA R R R = 0.51 R = 0.38 17.47 4.91 5.92 20 4.97 5.85 1.30 51.64 4.97 5.85 1 1 33.80 4.91 5.92 2.99 4.03 2.99 1 1 1 4.03 1 #4 2.74 3.90 M. L. CANTIDAD (M) 2.74 3.90 LONGITUD #3 1 1 #6 DEBERA LLEVAR ACERO CUANTIA MINIMA PARA RETRACCION Y TEMPERATURA P-8 104,00 m 200 mm PVC @ S = 0,60 % P-5 42,50 m 250 mm PVC @ S = 1,83 % P-6 25,00 m 250 mm PVC @ S = 0,25 % P-7 42,00 m 200 mm PVC @ S = 0,39 % MH-9 Sta: 2+14 m Inv In: 355,869 m Inv Out: 355,869 m Rim: 357,171 m Sump: 355,869 m MH-5 Sta: 1+10 m Inv In: 355,245 m Inv In: 355,245 m Inv Out: 355,245 m Rim: 356,648 m Sump: 355,245 m MH-6 Sta: 0+67 m Inv In: 354,467 m Inv In: 354,467 m Inv Out: 354,467 m Rim: 356,245 m Sump: 354,467 m MH-7 Sta: 0+42 m Inv In: 354,529 m Inv Out: 354,529 m Rim: 356,606 m Sump: 354,529 m MH-8 Sta: 0+00 m Inv Out: 354,693 m Rim: 355,995 m Sump: 354,693 m 358,000 357,000 356,000 355,000 354,000 2+25 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 1 ALC-SAN Sta (m) Elev (m) P-4 44,50 m 250 mm PVC @ S = 0,92 % P-3 92,50 m 200 mm PVC @ S = 1,57 % P-2 85,00 m 200 mm PVC @ S = 2,12 % P-1 86,50 m 200 mm PVC @ S = 2,30 % MH-5 Sta: 3+09 m Inv In: 355,245 m Inv In: 355,245 m Inv Out: 355,245 m Rim: 356,648 m Sump: 355,245 m MH-4 Sta: 2+64 m Inv In: 355,653 m Inv Out: 355,653 m Rim: 357,005 m Sump: 355,653 m MH-3 Sta: 1+72 m Inv In: 357,109 m Inv Out: 357,109 m Rim: 358,411 m Sump: 357,109 m MH-2 Sta: 0+87 m Inv In: 358,915 m Inv Out: 358,915 m Rim: 360,217 m Sump: 358,915 m MH-1 Sta: 0+00 m Inv Out: 360,901 m Rim: 362,203 m Sump: 360,901 m 363,000 362,000 361,000 360,000 359,000 358,000 357,000 356,000 355,000 3+25 3+20 3+16 3+12 3+08 3+04 3+00 2+96 2+92 2+88 2+84 2+80 2+76 2+72 2+68 2+64 2+60 2+56 2+52 2+48 2+44 2+40 2+36 2+32 2+28 2+24 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 2 ALC-SAN Sta (m) Elev (m) P-16 22,50 m 300 mm PVC @ S = 0,20 % P-13 84,50 m 250 mm PVC @ S = 0,20 % P-12 86,50 m 250 mm PVC @ S = 0,20 % P-11 90,50 m 250 mm PVC @ S = 0,25 % P-10 40,00 m 200 mm PVC @ S = 0,39 % O-2 Sta: 3+24 m Inv In: 356,905 m Rim: 358,353 m Sump: 356,905 m MH-15 Sta: 3+02 m Inv In: 356,950 m Inv Out: 356,950 m Rim: 358,500 m Sump: 356,950 m MH-14 Sta: 2+17 m Inv In: 357,119 m Inv Out: 357,119 m Rim: 359,686 m Sump: 357,119 m MH-13 Sta: 1+31 m Inv In: 360,110 m Inv In: 357,292 m Inv Out: 357,292 m Rim: 361,412 m Sump: 357,292 m MH-12 Sta: 0+40 m Inv In: 357,517 m Inv Out: 357,517 m Rim: 359,914 m Sump: 357,517 m MH-11 Sta: 0+00 m Inv Out: 357,673 m Rim: 358,975 m Sump: 357,673 m 362,000 361,000 360,000 359,000 358,000 357,000 356,000 3+25 3+20 3+16 3+12 3+08 3+04 3+00 2+96 2+92 2+88 2+84 2+80 2+76 2+72 2+68 2+64 2+60 2+56 2+52 2+48 2+44 2+40 2+36 2+32 2+28 2+24 2+20 2+16 2+12 2+08 2+04 2+00 1+96 1+92 1+88 1+84 1+80 1+76 1+72 1+68 1+64 1+60 1+56 1+52 1+48 1+44 1+40 1+36 1+32 1+28 1+24 1+20 1+16 1+12 1+08 1+04 1+00 0+96 0+92 0+88 0+84 0+80 0+76 0+72 0+68 0+64 0+60 0+56 0+52 0+48 0+44 0+40 0+36 0+32 0+28 0+24 0+20 0+16 0+12 0+08 0+04 0+00 PERFIL 3 ALC-SAN Sta (m) Elev (m) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) CI(60*60) DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6" DN=6"

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, collectors, condominium, details, DWG, gated, kläranlage, networks, profiles, Sanitary, section, sections, sewer, sewerage, storm, treatment plant