Treatment Lagoon DWG Block for AutoCAD

General Planimetria – tank – Water – Distribution

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

Last mailbox, Income channel, See plan ………., Pre treatment, See plan, sewer, See plan ………., Container of, see detail, Solid waste, flat, Optional lagoon nº, flat, Optional lagoon nº, flat, Maturation lagoon, flat, Maturation lagoon, Primary treatment, Secondary treatment, Maturation nº, Goes lagoon, entrance ramp, Lagoon entrance, see detail, Perimeter fence, see detail, Perimeter fence, entrance ramp, For cleaning, entrance ramp, For cleaning, Plant: solid container, Esc .:, Drainage gravel, cut, Esc .:, Plant: solid container, Esc .:, mesh, cut, Esc .:, mesh, your B., your B., detail, Solid waste container, Tensioning wire, Galvanized mesh, Galvanized mesh installation, concrete, Placement of concrete posts, Welded in, N.p.t., padlock, tube, flange, Anchorages, latch, Welded to the tube, stop, To the tube, Soldiers, tube, stop, detail, padlock, detail, Post, concrete, wheel of, Jeb, Post, concrete, Perimeter fence, Esc:, access door, Esc:, detail, detail, detail, detail, Perimeter fence, Road to annex mondragón, Road to annex san jose, Lagoon entrance, see detail, Effluent goes channel, For agricultural use, private property, community property, Peasant farmer, Area project has., Perimeter project: m., Irrigation canal choloque, private property, Private property siege, Calicata, Calicata, Calicata, Calicata, guardhouse, See cv plane, Road to annex mondragón, Road to annex san jose, Fill, Cut, Station, Fill, Cut, Square meters, Cubic meters, Cut, Fill, Cubic meters, Volumes, Areas, Cumulative volumes, Optional lagoon nº, Lacunae of maturation, material, raincoat, See specif. Tec., material, raincoat, See specif. Tec., Longitudinal profile oxidation ponds, scale:, Effluent pipe, Goes by platform, Cross-sections maturation lagoons, Cross sections optional gaps, Ac., Air., Cross sections optional gaps, Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Ac., Air., Datum elev, Fill, Cut, Station, Fill, Cut, Square meters, Cubic meters, Cut, Fill, Cubic meters, Volumes, Areas, Cumulative volumes, Plant: solid container, Esc .:, Drainage gravel, cut, Esc .:, Plant: solid container, Esc .:, mesh, cut, Esc .:, mesh, your B., your B., Bach. Ricardo. Cotrina pool, Faculty of agricultural engineering, adviser:, flat:, Ruiz National University, Professional school of agricultural engineering, Thesis to choose the title of agricultural engineer, Peruvian seismic zone, Of the network design of the wastewater treatment plant, Ing.msc. Wilder vasquez vasquez, responsible:, Proposal of an irrigation system for refuse in the district of motupe, January, Esc:, date:, Lambayeque, district:, Motupe, sheet:, number:, Optional lagoon nº, Expansion joints, In slope slab, With elastomer, see detail, Slab with, for, See plan pt, Pvc pipe, Facultative lagoon, On ramp, Expansion joints, see detail, Background level, Optional lagoon nº, Pvc, water level, Goes lagoon, maturation, N.f., Optional lagoon nº, N.p.t.

Raw text data extracted from CAD file:

0 00 \A1;1.80 \A1;0.15 \A1;1.95 \A1;0.10 \A1;0.10 \A1;1.80 \A1;0.10 \A1;0.05 \A1;1.80 \A1;0.15 \A1;1.95 \A1;0.10 \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.43 \A1;0.12 \A1;0.43 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.12 \A1;0.43 \A1;0.50 \A1;.40 \A1;.10 \A1;2.10 \A1;.40 \A1;.60 \A1;.10 \A1;.30 \A1;45° \A1;1.94 \A1;.25 \A1;Ø2"F°G° \A1;Ø2"F°G° \A1;.08 \A1;.25 \A1;1 1/2" \A1;Ø2 "F°G° \A1;Ø2 "F°G° \A1;.01 \A1;.05 \A1;2.00 \A1;.10 \A1;1.94 \A1;.05 \A1;4.00 \A1;3.00 \A1;145.00m \A1;0.40 \A1;d 6" - L =40.36 CI05 E31 E29 E30 Último Buzón CANAL DE INGRESO VER PLANO .......... PRE TRATAMIENTO VER PLANO ST-01 ALCANTARILLA VER PLANO .......... CONTENEDOR DE VER DETALLE 01 RESIDUOS SÓLIDOS N.F.=1369.35 (Ver Plano PT-.......) LAGUNA FACULTATIVA Nº 01 N.F.=1369.35 (Ver Plano PT-.......) LAGUNA FACULTATIVA Nº 02 N.F.=1369.35 (Ver Plano PT-.......) LAGUNA DE MADURACIÓN Nº01 N.F.=1369.35 (Ver Plano PT-.......) LAGUNA DE MADURACIÓN Nº02 TRATAMIENTO PRIMARIO TRATAMIENTO SECUNDARIO MADURACION Nº 01 VA A LAGUNA DE Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 Obj.-136 RAMPA DE ACCESO INGRESO 1 - A LAGUNA VER DETALLE 02 CERCO PERIMETRICO VER DETALLE 02 VER DETALLE 02 CERCO PERIMÉTRICO RAMPA DE ACCESO PARA LIMPIEZA RAMPA DE ACCESO PARA LIMPIEZA 0 000 0 050 0 100 0 150 0 200 0 250 0 300 0 350 0 400 0 450 0 500 0 550 0 600 0 650 0 700 119.50 119.50 119.50 119.50 120.00 120.00 120.00 120.00 120.00 120.50 120.50 120.50 120.50 120.50 121.00 121.00 121.00 121.00 121.00 121.00 121.50 3233.60 0.0999999998137355 1.800000000093132 0.1500000000931323 0.0999999999068678 0.1 1.950000001490116 0.0999999970197678 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SÓLIDOS ESC.: 1/25 E E S=1.5% 3234.50 3234.10 Drenaje Grava 1/2"@1.1/2" 0.1 1.800000000093132 0.1000000000931323 0.15 0.4331853372976184 0.0500000014901161 0.1229893028736115 0.4270106986165047 CORTE E-E ESC.: 1/25 3233.60 0.0999999999068678 1.800000000093132 0.15 0.1 0.1 1.950000001490116 0.0999999970197678 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SÓLIDOS ESC.: 1/25 5 5 Malla ø3/8" @.25 S=1.5% 3234.50 3234.10 0.1 1.8 0.15 0.1 0.15 5 0.0500000014901161 0.1229893028736115 0.4270106986165047 CORTE 5-5 ESC.: 1/25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 0.5018475100398064 Tub. d6" Tub. d6" S=1.5% S=1.5% Tub. d6" S=1.5% S=1.5% DETALLE 01 CONTENEDOR DE RESIDUOS SÓLIDOS 2.996801962051541 alambre tensor N° 10 alambre tensor N° 10 malla galvanizada N°8 2"x2" INSTALACIÓN DE MALLA GALVANIZADA 5 5 2.099999997019768 5 5 5 0.2999999985098839 5 CONCRETO 1:8 COLOCACIÓN DE POSTES DE CONCRETO 1.944999997504056 2PL DE 1 1/2" x 1/4" SOLDADAS EN L A 1.20 N.P.T. CANDADO TUBO Ø 2"F°G° TUBO Ø1"F°G° TUBO Ø 2"F°G° 0.25 Ø2" F°G° BRIDA Ø2 1/2" Ø3/8" x 2 1/2" ANCLAJES Ø2"F°G° Ø2"F°G° PICAPORTE SOLDADO AL TUBO TOPE 1/4" x 3/4" x 1" AL TUBO e=3/16" Ø3/4" SOLDADOS 0.0750000000931323 0.25 TUBO Ø2" F°G° TOPE 1/4" 5 Ø2 "F°G° Ø2 "F°G° DETALLE 3 DETALLE 5 0.0100000048987567 5 1.998560565710068 CANDADO DETALLE 4 5 1.944999997504056 5 4.0 POSTE DE CONCRETO RUEDA DE JEBE POSTE DE CONCRETO F°NEGRO 5/8" CERCO PERIMÉTRICO ESC: 1/50 PUERTA DE ACCESO ESC: 1/50 DETALLE 5 S/E DETALLE 3 S/E DETALLE 4 S/E DETALLE 02 PUERTA DE ACCESO - CERCO PERIMÉTRICO CARRETERA AL ANEXO MONDRAGÓN CARRETERA AL ANEXO SAN JOSÉ INGRESO 2 - A LAGUNA VER DETALLE 02 EFLUENTE VA A CANAL PARA USO AGRÍCOLA PROPIEDAD PRIVADA PROPIEDAD PRIVADA PROPIEDAD PRIVADA PROPIEDAD DE LA COMUNIDAD CAMPESINA SAN JULIÁN ÁREA PROYECTO : 10.60 Has. PERÍMETRO PROYECTO: 1 815.96 m. CANAL DE REGADÍO CHOLOQUE PROPIEDAD PRIVADA PROPIEDAD PRIVADA CERCO PROPIEDAD PRIVADA 5 E32 E33 Calicata Nº07 Calicata Nº08 Calicata Nº09 Calicata Nº10 CASETA DE VIGILANCIA VER PLANO CV - 01 CARRETERA AL ANEXO MONDRAGÓN CARRETERA AL ANEXO SAN JOSÉ 5 FILL CUT STATION FILL CUT Square Meters Cubic Meters CUT FILL Cubic Meters VOLUMES AREAS CUMULATIVE VOLUMES 113 114 115 116 117 118 119 120 121 122 123 124 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 119.433 119.887 120.334 120.563 120.701 120.576 120.554 120.379 120.319 120.259 120.200 120.140 120.080 120.020 119.961 119.901 119.760 119.604 119.449 119.446 119.478 119.510 119.542 119.574 119.557 119.539 119.522 119.459 119.376 119.293 119.210 119.184 115.800 116.817 116.899 LAGUNA FACULTATIVA Nº 01 LAGUNA FACULTATIVA Nº 02 LAGUNAS DE MADURACIÓN 01 y 02 2 1 2 1 2 1 1 2 1 2 1 2 MATERIAL IMPERMEABLE e = 0.70 m 119.899 119.899 119.817 118.800 119.399 19.317 118.300 VER ESPECIF. TEC. MATERIAL IMPERMEABLE e = 0.70 m VER ESPECIF. TEC. PERFIL LONGITUDINAL LAGUNAS DE OXIDACIÓN ESCALA: H: 1 / 1000 V: 1 / 100 E32 TUBERIA EFLUENTE VA POR PLATAFORMA SECCIONES TRANSVERSALES LAGUNAS DE MADURACIÓN SECCIONES TRANSVERSALES LAGUNAS FACULTATIVAS AC. = 265.88 AR. = 0.64 SECCIONES TRANSVERSALES LAGUNAS FACULTATIVAS AC. = 480.53 AR. = 0.00 AC. = 286.36 AR. = 0.00 AC. = 302.81 AR. = 0.000 AC. = 315.95 AR. = 0.000 AC. = 323.53 AR. = 0.00 AC. = 325.75 AR. = 0.000 AC. = 326.79 AR. = 0.000 AC. = 329.07 AR. = 0.000 AC. = 331.90 AR. = 0.000 AC. = 327.04 AR. = 0.000 AC. = 318.33 AR. = 0.000 AC. = 310.72 AR. = 0.000 AC. = 305.08 AR. = 0.000 AC. = 301.42 AR. = 0.000 AC. = 299.28 AR. = 0.000 AC. = 297.29 AR. = 0.000 AC. = 294.58 AR. = 0.000 AC. = 292.06 AR. = 0.000 AC. = 289.53 AR. = 0.000 AC. = 287.01 AR. = 0.000 AC. = 285.00 AR. = 0.000 AC. = 285.46 AR. = 0.000 AC. = 286.39 AR. = 0.00 AC. = 281.34 AR. = 0.00 AC. = 278.82 AR. = 0.00 AC. = 276.31 AR. = 0.00 AC. = 273.79 AR. = 0.00 AC. = 270.93 AR. = 0.05 AC. = 266.04 AR. = 0.14 AC. = 259.74 AR. = 0.33 AC. = 253.63 AR. = 0.77 AC. = 247.55 AR. = 1.25 AC. = 241.50 AR. = 1.77 AC. = 236.35 AR. = 2.05 AC. = 234.39 AR. = 2.28 AC. = 235.26 AR. = 2.34 AC. = 236.50 AR. = 2.23 AC. = 237.74 AR. = 2.11 AC. = 238.99 AR. = 1.99 AC. = 240.23 AR. = 1.91 AC. = 241.31 AR. = 1.88 AC. = 250.19 AR. = 1.14 AC. = 264.99 AR. = 0.07 AC. = 480.88 AR. = 0.00 AC. = 481.00 AR. = 0.00 AC. = 480.90 AR. = 0.00 AC. = 480.41 AR. = 0.00 AC. = 479.25 AR. = 0.00 AC. = 477.23 AR. = 0.00 AC. = 474.33 AR. = 0.00 AC. = 461.18 AR. = 0.00 AC. = 455.99 AR. = 0.00 AC. = 450.82 AR. = 0.00 AC. = 445.65 AR. = 0.00 AC. = 440.64 AR. = 0.00 AC. = 440.29 AR. = 0.00 AC. = 440.15 AR. = 0.00 AC. = 269.31 AR. = 0.51 AC. = 286.02 AR. = 0.000 AC. = 283.86 AR. = 0.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 0+018 119.842 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 0+020 119.887 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 0+030 120.115 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 0+040 120.334 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 0+050 120.551 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 123.00 123.00 0+060 120.563 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 123.00 123.00 0+070 120.576 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 123.00 123.00 0+080 120.701 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 122.00 122.00 123.00 123.00 0+090 120.639 116.899 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 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114.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 0+540 119.459 115.800 -70.00 -68.00 -66.00 -64.00 -62.00 -60.00 -58.00 -56.00 -54.00 -52.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 70.00 114.00 114.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 0+550 119.418 115.800 -70.00 -68.00 -66.00 -64.00 -62.00 -60.00 -58.00 -56.00 -54.00 -52.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 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119.00 119.00 120.00 120.00 121.00 121.00 0+590 119.251 115.800 -70.00 -68.00 -66.00 -64.00 -62.00 -60.00 -58.00 -56.00 -54.00 -52.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 70.00 114.00 114.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 0+600 119.210 115.799 -70.00 -68.00 -66.00 -64.00 -62.00 -60.00 -58.00 -56.00 -54.00 -52.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 70.00 114.00 114.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 0+605 119.190 115.781 -70.00 -68.00 -66.00 -64.00 -62.00 -60.00 -58.00 -56.00 -54.00 -52.00 -50.00 -48.00 -46.00 -44.00 -42.00 -40.00 -38.00 -36.00 -34.00 -32.00 -30.00 -28.00 -26.00 -24.00 -22.00 -20.00 -18.00 -16.00 -14.00 -12.00 -10.00 -8.00 -6.00 -4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 70.00 114.00 114.00 115.00 115.00 116.00 116.00 117.00 117.00 118.00 118.00 119.00 119.00 120.00 120.00 121.00 121.00 0+607 119.183 115.774 AC. = 422.83 AR. = 0.00 AC. = 452.44 AR. = 0.00 AC. = 470.61 AR. = 0.00 AC. = 466.21 AR. = 0.00 0 00 DATUM ELEV FILL CUT STATION FILL CUT Square Meters Cubic Meters CUT FILL Cubic Meters VOLUMES AREAS CUMULATIVE VOLUMES \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.10 \A1;1.95 \A1;0.10 \A1;1.80 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.40 \A1;0.05 \A1;0.12 \A1;0.43 \A1;1.95 \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.40 \A1;0.12 \A1;0.43 \A1;0.50 3233.60 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SOLIDOS ESC.: 1/25 E E S=1.5% 3234.50 3234.10 Drenaje Grava 1/2"@1.1/2" 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 CORTE E-E ESC.: 1/25 3233.60 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SOLIDOS ESC.: 1/25 5 5 Malla ø3/8" @.25 S=1.5% 3234.50 3234.10 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 CORTE 5-5 ESC.: 1/25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 7277339.167098093 Tub. d6" Tub. d6" S=1.5% S=1.5% Tub. d6" S=1.5% S=1.5% Bach. RICARDO A. COTRINA ALBERCA FACULTAD DE INGENIERIA AGRÍCOLA Asesor: Plano: UNIVERSIDAD NACIONAL "PEDRO RUIZ GALLO" ESCUELA PROFESIONAL DE INGENIERIA AGRICOLA TESIS PARA OPTAR EL TITULO DE INGENIERO AGRÍCOLA ZONIFICACON SISMICA DEL PERU "EVALUACION DE LA RED DE ALCANTARILLADO, DISEÑO DE LA PLANTA DE TRATAMINETO AGUAS RESIDUALES Ing.Msc. WILDER VASQUEZ VASQUEZ Responsables: Y PROPUESTA DE UN SISTEMA DE RIEGO PARA REHUSO AGRÍCOLA, EN EL DISTRITO DE MOTUPE Enero 2008 Esc: S/E Fecha: Dept.-Prov.: LAMBAYEQUE DISTRITO: MOTUPE Lamina: Numero: \A1;35.00m \A1;4.00m \A1;10.00m \A1;10.00m \A1;10.00m \A1;4.50m \A1;4.00m \A1;6.00m \A1;194.00m \A1;6.00m \A1;29.65m \A1;23.17m \A1;d 6" - L=14.49m \A1;d 6" - L=14.49m \A1;d 6" - L=14.81m \A1;d 6" - L=14.81m \A1;5.00m \A1;d 18" - S = 1.50 o/oo - L=42.25m \A1;d 18" - S = 1.50 o/oo - L=114.75m \A1;d 18" - S = 1.50 o/oo - L=114.75m \A1;8.00m \A1;4.50m \A1;5.00m \A1;6.00m \A1;64.00m \A1;6.00m \A1;5.00m \A1;4.50m \A1;0.70m \A1;0.50m \A1;2.00m \A1;35.00m \A1;192.64m \A1;0.65m \A1;0.40m \A1;0.50m \A1;2.00m \A1;0.50m \A1;13.59m \A1;0.75m \A1;4.00 \A1;2.50 \A1;10.00 \A1;0.05 \A1;1.00 \A1;0.65m \A1;4.72m \A1;0.65m \A1;3.31m \A1;0.07m \A1;4.72m \A1;0.65m \A1;3.31m \A1;0.70m \A1;0.50m \A1;2.00m \A1;3.50m \A1;19.26m \A1;0.65m \A1;0.40m \A1;0.50m \A1;2.00m \A1;0.50m \A1;8.00m \A1;4.50m \A1;5.00m \A1;6.00m \A1;64.00m \A1;6.00m \A1;5.00m \A1;4.50m \A1;1.36m \A1;0.07m \A1;2.23m \A1;35.00m \A1;4.00m \A1;10.00m \A1;10.00m \A1;194.00m \A1;6.00m \A1;d 10" - S = 1.50 o/oo - L=108.00m \A1;4.00 \A1;2.50 \A1;10.00 \A1;0.05 \A1;1.00 \A1;d 10" - S = 1.50 o/oo - L=42.26m \A1;d 10" - S = 1.50 o/oo - L=105.00m \A1;d6" - S = 1.50 o/oo - L=14.99m \A1;d6" - S = 1.50 o/oo - L=14.81m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;d6" - S = 1.5 o/oo - L=29.95m \A1;d12" - S = 1.5 o/oo - L=24.56m \A1;d 12" - S = 1.50 o/oo - L=50.00m \A1;d 12" - S = 1.50 o/oo - L=50.00m \A1;d 12" - S = 1.50 o/oo - L=50.00m \A1;d 12" - S = 1.50 o/oo - L=66.33m \A1;d6" - S = 1.50 o/oo - L=30.02m \A1;d10" - S = 1.50 o/oo - L=17.48m \A1;6.00m \A1;8.00m \A1;d 6" - S = 1.50 o/oo - L=72.00m \A1;d10" - S = 1.50 o/oo - L=9.75m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;d6" - S = 1.50 o/oo - L=10.00m \A1;d6" - S = 1.50 o/oo - L=10.00m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;d6" - S = 1.50 o/oo - L=8.99m \A1;3.00m \A1;d6" - S = 1.50 o/oo - L=17.00m \A1;d6" - S = 1.50 o/oo - L=8.00m \A1;d8" - S = 1.50 o/oo - L=10.00m \A1;d8" - S = 1.50 o/oo - L=9.00m \A1;1.73m \A1;d8" - S = 1.50 o/oo - L=65.00m \A1;d6" - S = 1.50 o/oo - L=9.00m \A1;d8" - S = 1.50 o/oo - L=9.00m \A1;d8" - S = 1.50 o/oo - L=9.00m \A1;1.73m \A1;2.50 \A1;10.00 \A1;0.05 \A1;1.00 \A1;145.00m \A1;0.65m \A1;5.73m \A1;12.39m \A1;4.27m \A1;0.65m \A1;0.70m \A1;2.50m \A1;2.00m \A1;2.50m \A1;2.50m \A1;d12" - S = 1.50 o/oo - L =15.25m LAGUNA FACULTATIVA Nº 01 E32 E33 CD01 CI01 CI02 JUNTAS DE DILATACIÓN EN LOSA DE TALUD CON ELASTOMERO Ver Detalle Nº02 LOSA CON (REFUERZO PARA INGRESO) Ver Plano PT 06 5 5 5 5 5 5 5 5 5 5 TUBERIA PVC d 18" A LAGUNA FACULTATIVA Nº2 EN RAMPA JUNTAS DE DILATACIÓN Ver Detalle Nº01 N.F.=116.899 NIVEL DE FONDO LAGUNA FACULTATIVA Nº 01 5 5 5 5 5 5 5 PVC d 10" 5 5 5 N.P.=119.899 N.P.=120.719 NIVEL DE AGUA NIVEL DE AGUA CR01 CR02 5 5 5 5 5 5 5 5 Bz03 VA A LAGUNA DE MADURACIÓN Nº01 B B A A N.F. 116.899 LAGUNA FACULTATIVA Nº 01 2 1 1 2 N.P.T. 119.981 N.P.T. 119.899 N.A. 119.399 FONDO LAGUNA N.L. 117.399 NIVEL DE LODOS NIVEL DE AGUA 5 5 5 PLATAFORMA PLATAFORMA 5 5 SECCIÓN A - A ESCALA: H: 1/500 V: 1/50 N.F. 116.899 FONDO DE LAGUNA N.L. 117.399 NIVEL DE LODOS N.A. 119.399 NIVEL DE AGUA RAMPA 5 5 5 5 5 SECCIÓN B-B ESCALA: H: 1/500 V: 1/50 5 5 RELLENO CON MATERIAL AFIRMADO Reeleno con material impermeable Con Fibra de Propilopileno Concreto Simple f'c=175kg/cm2 LEYENDA 1.- CONCRETO F'C=210 Kg/cm2 Y ACERO F'Y=4,200Kg/cm2 2.- LAS JUNTAS TRANSVERSALES WATER STOP (SEGUN UBICACIÓN DE PLANOS) DEBERÁN SER TOTALMENTE IMPERMEABLES NOTAS 3.- LAS DIMENSIONES SE DAN EN METROS, SALVO LO INDICADO EN EL PLANO 4.- TODO CAMBIO SE HARÁ CONFORME A LAS CONDICIONES DEL TERRENO Y EN COMÚN ACUERDO ENTRE EL SUPERVISOR Y EL CONTRATISTA 5.- ESTE PLANO SE LEE CONJUNTAMENTE CON LOS PLANOS PT-04 Fondo e = 0.70, Espaldón= 0.65 y Corona=0.50 FILTRO, VER ESPECIFICACIÓN TÉCNICA VER ESPECIFICACIÓN TÉCNICA VER ESPECIFICACIÓN TÉCNICA 1 2 1 2 1 2 JUNTA EN RAMPA ESCALA: 1/10 DETALLE Nº1: JUNTA DE DILATACIÓN JUNTA 4.00 RELLENO DE 13cm. ESPESOR CON TEKNOPORT ELASTOMERO ASFALTO RELLENO CON DETALLE Nº02: JUNTA DE DILATACIÓN ESCALA: 1/10 EN LOSA DE TALUD 5 5 0.05 5 0.13 5 5 5 5 LAGUNA FACULTATIVA Nº 02 JUNTAS DE DILATACIÓN EN LOSA DE TALUD CON ELASTOMERO Ver Detalle Nº02 5 5 5 5 5 5 TUBERIA PVC d 18" A LAGUNA FACULTATIVA Nº2 EN RAMPA JUNTAS DE DILATACIÓN Ver Detalle Nº01 N.F.=116.817 NIVEL DE FONDO LAGUNA FACULTATIVA Nº 02 5 N.P.=119.899 N.P.=119.817 NIVEL DE AGUA NIVEL DE AGUA CR04 CR03 5 5 5 5 5 5 5 5 Bz09 VA A LAGUNA DE MADURACIÓN Nº01 B B A N.F. 116.817 LAGUNA FACULTATIVA Nº 02 2 1 N.P.T. 119.817 N.P.T. 119.981 N.A. 119.317 FONDO LAGUNA N.L. 117.317 NIVEL DE LODOS NIVEL DE AGUA 5 5 5 PLATAFORMA PLATAFORMA 5 5 SECCIÓN A - A ESCALA: H: 1/500 V: 1/50 N.F. 116.817 FONDO DE LAGUNA N.L. 117.317 NIVEL DE LODOS N.A. 119.317 NIVEL DE AGUA RAMPA 5 5 5 5 5 SECCIÓN B-B ESCALA: H: 1/500 V: 1/50 5 5 5 RELLENO CON MATERIAL AFIRMADO Relleno con material impermeable Con Fibra de Propilopileno Concreto Simple f'c=175kg/cm2 LEYENDA 1.- CONCRETO F'C=210 Kg/cm2 Y ACERO F'Y=4,200Kg/cm2 2.- LAS JUNTAS TRANSVERSALES WATER STOP (SEGÚN UBICACIÓN DE PLANOS) DEBERAN SER TOTALMENTE IMPERMEABLES NOTAS 3.- LAS DIMENSIONES SE DAN EN METROS, SALVO LO INDICADO EN EL PLANO 4.- TODO CAMBIO SE HARÁ CONFORME A LAS CONDICIONES DEL TERRENO Y EN COMÚN ACUERDO ENTRE EL SUPERVISOR Y EL CONTRATISTA 5.- ESTE PLANO SE LEE CONJUNTAMENTE CON LOS PLANOS PT-04 Fondo e = 0.70, Espaldón= 0.65 y Corona=0.50 FILTRO, VER ESPECIFICACIÓN TÉCNICA VER ESPECIFICACION TECNICA VER ESPECIFICACIÓN TÉCNICA 1 2 1 2 1 2 JUNTA EN RAMPA ESCALA: 1/10 DETALLE Nº1: JUNTA DE DILATACIÓN JUNTA 4.00 RELLENO DE 13cm. ESPESOR CON TEKNOPORT ELASTOMERO ASFALTO RELLENO CON DETALLE Nº02: JUNTA DE DILATACIÓN ESCALA: 1/10 EN LOSA DE TALUD 5 5 0.05 5 0.13 5 5 5 5 CR01 CR02 Bz03 CI04 CI05 CD02 CI03 Bz01 Bz02 Bz02 5 5 5 5 5 5 5 5 5 5 5 5 Bz04 Bz05 A Bz06 Bz07 Bz08 5 5 CI06 5 5 Sólo se abrira en caso de limpieza o emergencias Sólo funcionara en caso de limpieza o emergencias Tapón de Concreto Sólo se abrira en caso de limpieza o emergencias Tapón de Concreto Sólo funcionara en caso de limpieza o emergencias N.P.=119.817 Bz09 Bz05 5 CI06 5 CI08 CI07 5 5 5 5 Bz10 CD04 CI10 CI09 5 5 5 5 CD03 JUNTAS DE DILATACIÓN EN LOSA DE TALUD CON ELASTOMERO Ver Detalle Nº01 NIVEL DE AGUA NIVEL DE AGUA Sólo se abrira en caso de limpieza o emergencias Tapón de Concreto Sólo se abrira en caso de limpieza o emergencias Tapón de Concreto CR05 5 5 5 5 d 8" 5 5 5 5 5 d 8" CR06 CR07 CR08 CR09 CR10 CR11 CR12 CR14 Bz 11 CR13 N.P.=118.865 LAGUNAS DE MADURACIÓN Nº 01 Y 02 RELLENO DE 13cm. ESPESOR CON TEKNOPORT ELASTÓMERO ASFALTO RELLENO CON DETALLE Nº01: JUNTA DE DILATACIÓN ESCALA: 1/10 EN LOSA DE TALUD 5 5 0.05 5 0.13 RELLENO CON MATERIAL AFIRMADO Relleno con material impermeable Con Fibra de Propilopileno Concreto Simple f'c=175kg/cm2 LEYENDA 1.- CONCRETO F'C=175 Kg/cm2 Y ACERO F'Y=4,200Kg/cm2 2.- LAS JUNTAS TRANSVERSALES WATER STOP (SEGÚN UBICACIÓN DE PLANOS) DEBERAN SER TOTALMENTE IMPERMEABLES NOTAS 3.- LAS DIMENSIONES SE DAN EN METROS, SALVO LO INDICADO EN EL PLANO 4.- TODO CAMBIO SE HARA CONFORME A LAS CONDICIONES DEL TERRENO Y EN COMÚN ACUERDO ENTRE EL SUPERVISOR Y EL CONTRATISTA 5.- ESTE PLANO SE LEE CONJUNTAMENTE CON LOS PLANOS PT-04 Fondo e = 0.70, Espaldón= 0.65 y Corona=0.50 FILTRO, VER ESPECIFICACIÓN TÉCNICA VER ESPECIFICACIÓN TÉCNICA VER ESPECIFICACIÓN TÉCNICA 2 1 2 1 1 2.5 LAGUNAS DE MADURACIÓN 01 y 02 N.A. 118.300 5 5 5 5 5 5 5 5 5 NIVEL DE AGUA N.F. 115.800 NIVEL DE FONDO N.P.T. 118.800 PLATAFORMA N.P.T. 119.817 PLATAFORMA SECCIÓN A - A ESCALA: H: 1/500 V: 1/50 A A A A N.F.=116.365 NIVEL DE FONDO LAGUNA DE MADURACIÓN Nº 01 B B N.F.=116.365 NIVEL DE FONDO LAGUNA DE MADURACIÓN Nº 02 N.A. 118.300 NIVEL DE AGUA 5 SECCIÓN B-B ESCALA: H: 1/500 1 2 1 2 1 2 1 2 N.A. 118.300 NIVEL DE AGUA 5 N.F. 115.800 NIVEL DE FONDO N.F. 115.800 NIVEL DE FONDO LAGUNAS DE MADURACIÓN Nº01 LAGUNAS DE MADURACIÓN Nº02 MAMPOSTERÍA DE PIEDRA LOSA CON (REFUERZO PARA INGRESO) Ver Plano PT 06 MAMPOSTERÍA DE PIEDRA LOSA CON (REFUERZO PARA INGRESO) Ver Plano PT 07 MAMPOSTERÍA DE PIEDRA LOSA CON (REFUERZO PARA INGRESO) Ver Plano PT 07 MAMPOSTERÍA DE PIEDRA CI-01 y CI-02 Bz - 02 CR - 01 CR - 02 Bz - 03 CD - 01 CT 01: Cota Tapa CT 02: Cota Fondo CUADRO DE NIVELES CD : Caja de Distribución. CI : Caja de Inspección. CR : Caja de Recolección. E - 33 121.336 120.747 120.136 1.200 1.000 119.747 120.599 1.000 119.599 120.992 1.200 119.792 119.980 1.010 118.970 119.985 1.060 118.925 120.108 1.200 118.888 CT 01 CT 02 CÁMARA h OBSERVACIÓN Buzón Tipo "C" E - 32 121.399 120.199 1.200 Bz - 01 121.164 1.200 119.964 CI-04 y CI-05 Bz - 04 Bz - 05 Bz - 06 Bz - 07 CD - 02 CUADRO DE NIVELES Bz - 08 Bz - 09 CR - 03 CR - 04 CI - 06 CI - 03 120.729 119.883 118.683 1.200 119.784 118.584 1.200 119.898 118.898 1.000 119.853 118.853 1.000 119.827 118.827 1.000 120.728 119.729 1.000 1.000 119.728 120.706 1.000 119.706 120.571 1.200 119.371 120.139 1.200 118.939 120.033 1.200 118.833 119.958 1.200 118.758 CT 01 CT 02 CÁMARA h OBSERVACIÓN CD - 04 Bz - 09 CD - 03 CI - 09 CI - 10 Bz - 10 CUADRO DE NIVELES CR - 05 CR - 06 CR - 07 CR - 08 CR - 09 CR - 10 CR - 11 CR - 12 CR - 13 CR - 14 Bz - 11 Bz - 05 118.800 117.881 0.919 117.869 0.931 117.866 0.934 117.841 0.959 117.881 0.919 117.868 0.932 117.854 0.946 117.841 0.959 117.838 0.962 117.740 1.060 117.718 1.082 120.139 1.315 118.824 119.820 1.000 118.820 119.580 1.000 118.580 119.576 1.000 118.576 119.555 1.000 118.555 CT 01 CT 02 CÁMARA h OBSERVACIÓN CI - 06 119.805 1.000 118.805 Buzón Tipo "C" Buzón Tipo "C" Buzón Tipo "C" Buzón Tipo "C" Bz - 02 120.992 1.200 119.792 Buzón Tipo "B" Bz - 03 120.108 1.200 118.908 Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" CT 01: Cota Tapa CT 02: Cota Fondo CD : Caja de Distribució. CI : Caja de Inspección. CR : Caja de Recolección. CI-07 y CI-08 119.827 118.827 1.000 120.139 1.200 118.939 119.784 118.584 1.200 Buzón Tipo "B" Buzón Tipo "B" Buzón Tipo "B" 118.800 118.800 118.800 118.800 118.800 118.800 118.800 118.800 118.800 118.800 5 CR02 0 00 DATUM ELEV FILL CUT STATION FILL CUT Square Meters Cubic Meters CUT FILL Cubic Meters VOLUMES AREAS CUMULATIVE VOLUMES \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.10 \A1;1.95 \A1;0.10 \A1;1.80 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.40 \A1;0.05 \A1;0.12 \A1;0.43 \A1;1.95 \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.40 \A1;0.12 \A1;0.43 \A1;0.50 3233.60 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SOLIDOS ESC.: 1/25 E E S=1.5% 3234.50 3234.10 Drenaje Grava 1/2"@1.1/2" 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 CORTE E-E ESC.: 1/25 3233.60 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 S=1.5% S=1.5% PLANTA: CONTENEDOR DE SOLIDOS ESC.: 1/25 5 5 Malla ø3/8" @.25 S=1.5% 3234.50 3234.10 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 7277339.167098093 CORTE 5-5 ESC.: 1/25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 Malla ø3/8" @.25 7277339.167098093 Tub. d6" Tub. d6" S=1.5% S=1.5% Tub. d6" S=1.5% S=1.5% Bach. RICARDO A. COTRINA ALBERCA FACULTAD DE INGENIERIA AGRÍCOLA Asesor: Plano: UNIVERSIDAD NACIONAL "PEDRO RUIZ GALLO" ESCUELA PROFESIONAL DE INGENIERIA AGRICOLA TESIS PARA OPTAR EL TITULO DE INGENIERO AGRÍCOLA ZONIFICACON SISMICA DEL PERU "EVALUACION DE LA RED DE ALCANTARILLADO, DISEÑO DE LA PLANTA DE TRATAMINETO AGUAS RESIDUALES Ing.Msc. WILDER VASQUEZ VASQUEZ Responsables: Y PROPUESTA DE UN SISTEMA DE RIEGO PARA REHUSO AGRÍCOLA, EN EL DISTRITO DE MOTUPE Enero 2008 Esc: S/E Fecha: Dept.-Prov.: LAMBAYEQUE DISTRITO: MOTUPE Lamina: Numero: \A1;1.00m \A1;0.20m \A1;2.30m \A1;0.20m \A1;2.90m \A1;0.40m \A1;0.90m \A1;0.80m \A1;3.08m \A1;4.15m \A1;0.70m \A1;2.50m \A1;0.50m \A1;0.20m \A1;0.90m \A1;Variable \A1;0.60m \A1;0.38m \A1;0.15m \A1;0.80m \A1;0.90m \A1;1.00m \A1;6.71m \A1;1.50m \A1;2.50m \A1;0.70m \A1;4.00m \A1;0.30m \A1;3.87m \A1;2.50 \A1;0.50 \A1;0.09 \A1;1.00 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.85 \A1;6.00 \A1;0.35 \A1;0.03 \A1;0.04 \A1;h \A1;0.40 \A1;0.07 \A1;0.07 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.35 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.45 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.55 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.45 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.40 \A1;0.50 \A1;0.55 \A1;0.25 \A1;D \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.55 \A1;0.25 \A1;D \A1;0.15 \A1;0.15 \A1;2.10 \A1;h \A1;1.00m \A1;0.20m \A1;3.30m \A1;0.90m \A1;0.20m \A1;0.90m \A1;Variable \A1;0.60m \A1;0.38m \A1;0.80m \A1;2.97m \A1;4.15m \A1;0.70m \A1;2.50m \A1;0.50m \A1;1.00m \A1;4.00m \A1;0.30m \A1;0.03 \A1;0.04 \A1;0.35 \A1;2.50 \A1;0.50 \A1;0.09 \A1;1.00 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.85 \A1;6.00 \A1;0.80 \A1;0.35 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.45 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.55 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.45 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.15 \A1;2.10 \A1;h \A1;0.15m \A1;0.80m \A1;0.90m \A1;0.40 \A1;0.07 \A1;0.07 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.10 \A1;h \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.40 \A1;0.50 \A1;0.55 \A1;0.25 \A1;D \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.55 \A1;0.25 \A1;D \A1;0.15 \A1;0.15 \A1;0.20m \A1;4.30m \A1;8.30m \A1;6.00m \A1;0.70m \A1;3.87m \A1;9.21m \A1;1.50m \A1;2.50m \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.63 REFUERZO EN CAIDA DE AGUA ESCALA: 1/50 DETALLE Nº02 LOSA CON PIEDRA DE MAMPOSTERIA ESCALA: 1/50 2 1 5 5 CI-TÍPICA CT. 02 d 6" TAPA DE CONCRETO Ver Plano CI - 02. PLATAFORMA NIVEL DE AGUA 5 5 5 5 5 5 5 5 Ø 1/2" @.20 ESTRUCTURA - ZAPATA ESC. 1 / 25 COLUMNETAS DE SOPORTE Ver Detalle 01 5 5 Variable 5 5 Concreto f'c = 175 kg/cm2 2 Ø1/4" Concreto f'c = 175 kg/cm2 Ø 1/2" @.20 4 Ø 1/2" Ø 1/4": 1@.05, 5@.10, RESTO @.20 5 Tubo PVC - d 6" COLUMNETAS DE SOPORTE Ver Detalle 02 5 5 5 5 5 5 COLUMNETA Y ZAPATA ESCALA: 1/50 DETALLE Nº01 5 5 5 5 LOSA CON PIEDRA DE MAMPOSTERÍA 5 5 5 CT. 01 Ver Plano .. CT 01 120.599 119.599 CT 02 CÁMARA CI-01 y CI-02 SECCIÓN TÍPICA DE INGRESO ELEVACIÓN LOSA Ver detalle de asa 0.03 0.04 DETALLE Nº3: TAPA DE CONCRETO ESCALA: 1/20 CORTE 1-1 ESCALA: 1/20 CORTE 2-2 ESCALA: 1/20 5 DETALLE ASA S/E 2 2 1 1 5 5 5 5 5 5 5 d1/2" SECCIÓN TÍPICA DE SALIDA ESCALA: 1/50 CT. 03 CT. 06 h PROYEC. TUBERIA DE RECOLECCIÓN PVC d6" 5 CT. 05 CR (Ver Detalle A) TAPA DE CONCRETO (Ver Detalle Nº3) d6" S=1.0% CRT (Ver Detalle B) Vertedero PVC 1" 5 5 LAGUNA FACULTATIVA 5 2 1 5 5 5 5 5 5 5 5 5 d3/8 @ 0.20m d3/8 @ 0.20m d3/8 @ 0.20m d3/8 @ 0.20m ESCALA: 1/25 ELEVACIÓN PLANTA ESCALA: 1/25 DETALLE A: CAJA DE RECOLECCIÓN : CR- 01, 0 2, 03 y 04 5 5 5 5 5 5 5 5 5 5 2 2 DETALLE B: CAJA DE RECOLECCIÓN TÍPICA - CRT 1 1 5 5 5 Tub. PVC (d6"-8") S=1.0% 5 5 5 5 5 5 5 5 5 5 D 5 5 5 Losa de apoyo 5 1 1 5 5 5 5 5 5 5 5 5 5 5 D 5 5 5 5 d3/8 @ 0.20m d3/8 @ 0.20m ESCALA: 1/25 ELEVACIÓN SECCIÓN 1-1 ESCALA: 1/25 ESTRUCTURAS: CAJA DE RECOLECCIÓN TÍPICA - CRT ESCALA: 1/25 ELEVACIÓN SECCIÓN 1-1 ESCALA: 1/25 VERTEDERO PVC e= 1" VERTEDERO PVC e= 1" Usar concreto f´c = 175 kg/cm2 D(Pulg.) CT 03 119.549 119.549 119.124 118.999 118.970 CT 05 CT 04 CT 06 6" 12" 6" 1.00 1.04 1.01 h(m.) CUADRO DE NIVELES ESTRUCTURAS DE SALIDA CÁMARA CR-1 Y CRT CR-2 Y CRT CR-3 Y CRT 10" 1.00 CR-4 Y CRT 119.097 118.945 119.050 118.898 119.005 118.853 119.467 119.467 118.999 118.917 118.917 CT. 04 5 ESTRUCTURAS DE INGRESO A LAGUNAS FACULTATIVAS ESTRUCTURAS DE SALIDA DE LAGUNAS FACULTATIVAS 120.992 Bz - 02 119.792 120.729 CI - 07 119.729 120.728 119.728 120.706 119.706 CUADRO DE NIVELES ESTRUCTURAS DE INGRESO CD - 02 CI - 04 y CI - 05 CT 01: Cota Tapa CT 02: Cota Fondo h 1.000 h 1.000 1.000 1.000 1.000 REFUERZO EN CAIDA DE AGUA ESCALA: 1/50 DETALLE Nº02 LOSA CON PIEDRA DE MAMPOSTERÍA ESCALA: 1/50 2.5 1 5 5 CI-TÍPICA CT. 02 d 6" TAPA DE CONCRETO Ver Plano CI - 02 N.P.=119.899 NIVEL DE AGUA N.A.= 118.300 5 5 5 5 5 Ø 1/2" @.20 ESTRUCTURA - ZAPATA ESC. 1 / 25 COLUMNETAS DE SOPORTE Ver Detalle 01 5 5 Variable 5 5 Concreto f'c = 175 kg/cm2 2 Ø1/4" Concreto f'c = 175 kg/cm2 Ø 1/2" @.20 4 Ø 1/2" Ø 1/4": 1@.05, 5@.10, RESTO @.20 5 Tubo PVC - d 6" COLUMNETAS DE SOPORTE Ver Detalle 02 5 5 5 5 5 5 COLUMNETA Y ZAPATA ESCALA: 1/50 DETALLE Nº01 5 5 CT. 01 Ver Plano .. CT 01 119.827 118.827 CT 02 CÁMARA CI - 06 Bz - 05 118.939 SECCIÓN TÍPICA DE INGRESO ELEVACIÓN LOSA Ver detalle de asa 0.03 0.04 DETALLE Nº3: TAPA DE CONCRETO ESCALA: 1/20 CORTE 1-1 ESCALA: 1/20 CORTE 2-2 ESCALA: 1/20 5 DETALLE ASA S/E 2 2 1 1 5 5 5 5 5 5 5 d1/2" SECCIÓN TÍPICA DE SALIDA ESCALA: 1/50 CT. 03 CT. 06 h PROYEC. TUBERIA DE RECOLECCIÓN PVC d6" 5 CT. 05 CR (Ver Detalle A) TAPA DE CONCRETO (Ver Detalle Nº3) d6" S=1.0% CRT (Ver Detalle B) Vertedero PVC 1" 5 5 LAGUNA FACULTATIVA 5 2 1 5 5 5 5 5 5 5 5 5 d3/8 @ 0.20m d3/8 @ 0.20m d3/8 @ 0.20m d3/8 @ 0.20m ESCALA: 1/25 ELEVACIÓN PLANTA ESCALA: 1/25 DETALLE A: CAJA DE RECOLECCIÓN 5 5 5 5 5 5 5 5 5 5 2 2 DETALLE B: CAJA DE RECOLECCIÓN TÍPICA - CRT 1 1 5 5 5 Tub. PVC (d6"-8") S=1.0% 5 5 5 5 5 5 5 5 5 5 D 5 5 5 Losa de apoyo 5 1 1 5 5 5 5 5 5 5 5 5 5 5 D 5 5 5 5 d3/8 @ 0.20m d3/8 @ 0.20m ESCALA: 1/25 ELEVACIÓN SECCIÓN 1-1 ESCALA: 1/25 ESTRUCTURAS: CAJA DE RECOLECCIÓN TÍPICA - CRT ESCALA: 1/25 ELEVACIÓN SECCIÓN 1-1 ESCALA: 1/25 VERTEDERO PVC e= 1" VERTEDERO PVC e= 1" Usar concreto f´c = 175 kg/cm2 D(Pulg.) CT 03 118.450 118.033 117.900 117.881 CT 05 CT 04 CT 06 6" 6" 6" 1.099 0.999 0.919 h(m.) CUADRO DE NIVELES ESTRUCTURAS DE SALIDA CÁMARA CR-5 Y CRT CR-6 Y CRT CR-7 Y CRT 8" 1.189 CR-8 Y CRT 117.953 117.801 117.853 117.701 117.763 117.611 CT. 04 5 ESTRUCTURAS DE INGRESO A LAGUNAS FACULTATIVAS ESTRUCTURAS DE SALIDA DE LAGUNAS FACULTATIVAS Bz - 10 118.824 CD - 04 118.820 118.805 118.584 CUADRO DE NIVELES ESTRUCTURAS DE INGRESO h 1.000 h 1.200 1.315 1.000 1.000 1.200 120.747 119.747 CD - 01 1.000 CI - 07 y CI - 08 Bz - 09 118.580 1.000 CD - 03 118.576 1.000 CI - 19 120.139 120.139 119.820 119.805 119.784 119.580 119.576 6" 0.919 CR-9 Y CRT 118.941 6" 1.009 CR-10 Y CRT 117.853 117.791 6" 1.099 CR-11 Y CRT 118.941 117.701 8" 1.189 CR-12 Y CRT 117.763 117.611 118.800 115.800 118.300 117.900 117.900 117.900 117.900 117.900 117.900 117.900 118.450 118.450 118.450 118.450 118.450 118.450 118.450 117.881 5 5 CT 01: Cota Tapa CT 02: Cota Fondo 118.555 1.000 CI - 10 119.555 5 5 5 5 5 LOSA CON PIEDRA DE MAMPOSTERÍA 5 5 NOTA: Se considera el diámetro de salida CR 05, 06, 07, 08, 09, 10, 11, 12, 13, 14 y 15 ø1/4"@.30 5 5 d3/8 @ 0.20m d3/8 @ 0.20m PLANTA - CRT ESCALA: 1/25 5 5 5 5 5 5 d3/8 @ 0.20m d3/8 @ 0.20m PLANTA - CRT ESCALA: 1/25 5 5 5 5 5 5 d3/8 @ 0.20m 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, block, distribution, DWG, general, kläranlage, lagoon, planimetria, tank, treatment, treatment plant, wastewater, water

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