Storm Sewer Project DWG Full Project for AutoCAD

It is a storm sewer project area Cochabamba – Bolivia Bolivia is designed according to the standard in which the foreground is the storm sewer system, the second contains the longitudinal profiles of the stages of the project.

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

Minimum width, Cm minimum, Msnm, Rio rocha, Processing facilities, Msnm, Cochabamba pluvial sewerage system, Rio rocha, North cochabamba area, designer:, Esc., Richard apaza gonzales, scale:, draft:, Home, date:, teacher:, construction company:, sheet:, Storm drainage system of the cala cala area, Antonio josé de, Military engineering school, E.m.i., Length of the section, Ground level, Camera number, Direction of rainwater, Height, Camera type, Pvc, type of material, pending, Direction of rainwater, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Direct flow inspection chamber, kind, Types of inspection chambers for the storm drainage system, Nomenclature of the sewerage network data, Starter camera, Inspection chamber, Interpretation of the storm drainage system, kind, Direct flow inspection chamber, Longitudinal profiles of the sections of the storm drainage system project, diameter, Pvc, Plant view, Reference level, steps, Plant view, steps, external diameter, internal diameter, external diameter, internal diameter, external diameter, Concrete cycle, Simple concrete, Reinforced concrete cover, Simple concrete, Variable height, Iron steps, Ground not removed, Pvc pipe, Reference level, Concrete cycle, Simple concrete, Reinforced concrete cover, Simple concrete, Iron steps, Ground not removed, Pvc pipe, Variable height, external diameter, internal diameter, external diameter, Variable height, Reference level, Concrete cycle, Simple concrete, Reinforced concrete cover, Simple concrete, Iron steps, Ground not removed, Pvc pipe, North cochabamba area, designer:, Esc., Richard apaza gonzales, scale:, draft:, Home, date:, teacher:, construction company:, sheet:, Storm drainage system of the cala cala area, Antonio josé de, Military engineering school, E.m.i., width, Ditch dimensions for installation, Potable water pipe, nominal diameter, depth, template, Thickness of, Geometry of trenches, Minimum width, bed., Construction details ditches, Cm minimum, Compacted filling to the proctor, Compacted filling to the proctor., Trench fill in roadway., pavement., Base compacted to the proctor., Compacted filling to the proctor, Compacted filling to the proctor., Filling of ditch in sidewalk zone., sidewalk., bed., See dimensions continued in the corresponding tables for each material use, Product material, excavation, selected, Material supplied, Product material, excavation, selected, Material supplied, sidewalk, Partition of, Storm mouth detail, F. Fo. Medium type, Bench seat trim, plant, cut, stream, Wall of, Flat mortar, cement, rack, concrete, Partition of, Cm. from, cement mortar, concrete, depth, Minimum mattress, depth, Minimum mattress, depth, Cm minimum, Surface current, transmitter, Flouted, section, Simple concrete, transmitter, Of ing. resident, judgment, Cement mortar, Masonry, Resting material, Slope according to angle, Detail of exit of the rainwater to the river, River, Sinks, Project areas, Starter camera

Raw text data extracted from CAD file:

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Antonio José de Sucre” ESCUELA MILITAR DE INGENIERIA E.M.I. 01 128.42 – 15 LONGITUD DEL TRAMO (m) COTA TERRENO “m.s.n.m.” NUMERO DE CAMARA DIRECCION DEL AGUA PLUVIAL 12 COTA SOLERA “m.s.n.m.” C2 TIPO DE CAMARA PVC – 0.0479 TIPO DE MATERIAL PENDIENTE ( ) DIRECCION DEL AGUA PLUVIAL 2599.56 2597.81 59.94 – 18″ PVC – 1.134 126.94 – 16″ PVC – 0.908 65.95 – 10″ PVC – 1.440 72.11 – 16″ PVC – 1.884 99.71 – 16″ PVC – 0.617 91.45 – 12″ PVC – 1.520 72.09 – 12″ PVC – 0.991 99.71 – 12″ PVC – 0.794 88.46 – 10″ PVC – 1.424 79.99 – 10″ PVC – 0.438 70.59 – 18″ PVC – 0.362 101.28 – 12″ PVC – 2.222 101.28 – 12″ PVC – 0.721 71.35 – 16″ PVC – 0.859 99.45 – 16″ PVC – 1.106 85.05 – 16″ PVC – 0.999 93.81 – 35″ PVC – 1.833 129.92 – 14″ PVC – 1.208 111.79 – 10″ PVC – 1.825 78.45 – 18″ PVC – 2.099 78.45 – 18″ PVC – 2.475 80.76 – 20″ PVC – 1.957 79.58 – 10″ PVC – 3.091 81.65 – 10″ PVC – 1.984 115.36 – 10″ PVC – 2.081 115.36 – 10″ PVC – 1.517 90.38 – 22″ PVC – 1.199 79.83 – 22″ PVC – 1.887 104.60 – 8″ PVC – 1.558 104.60 – 8″ PVC – 2.036 95.24 – 10″ PVC – 1.554 111.61 – 8″ PVC – 2.249 100.26 – 12″ PVC – 1.855 152.94 – 10″ PVC – 2.116 105.66 – 8″ PVC – 2.186 118.27 – 12″ PVC – 1.133 84.31 – 12″ PVC – 1.898 120.00 – 22″ PVC – 3.292 120.00 – 30″ PVC – 0.300 125.35 – 10″ PVC – 2.298 109.50 – 10″ PVC – 0.612 120.00 – 22″ PVC – 2.583 120.00 – 22″ PVC – 2.200 120.00 – 22″ PVC – 1.908 120.00 – 22″ PVC – 2.367 120.00 – 22″ PVC – 1.517 120.00 – 26″ PVC – 0.542 120.00 – 28″ PVC – 0.442 120.00 – 28″ PVC – 0.492 120.00 – 28″ PVC – 0.450 120.00 – 34″ PVC – 0.142 120.00 – 34″ PVC – 0.175 120.00 – 34″ PVC – 0.175 120.00 – 34″ PVC – 0.275 120.00 – 34″ PVC – 0.283 \W4.29095; CAMARA DE INSPECCION \W5.60048; TIPO FLUJO DIRECTO Tipo C – 1 Tipo C – 2 1.- TIPOS DE CAMARAS DE INSPECCION PARA EL SISTEMA DE ALCANTARILLADO PLUVIAL \LSIMBOLOGIA 2.- NOMENCLATURA DE LOS DATOS DE LA RED DE ALCANTARILLADO PLUVIAL CAMARA DE ARRANQUE CAMARA DE INSPECCION 3.- INTERPRETACION DE LA RED DE ALCANTARILLADO PLUVIAL Tipo C – 3 \W4.01507; CAMARA DE INSPECCION \W5.32460; TIPO FLUJO DIRECTO PERFILES LONGITUDINALES DE LOS TRAMOS DEL PROYECTO DE SISTEMA DE ALCANTARILLADO PLUVIAL \LTRAMO #5 #6 #7 #8 #9 #10 #11 #17 #24 #29 \LTRAMO #30 #31 #32 #33 #36 #37 #38 #39 #40 #41 DIAMETRO (pulg) \LTRAMO #1 \LTRAMO #4 \LTRAMO #18 #19 #20 #21 #22 #23 \LTRAMO #25 #26 #27 #28 \LTRAMO #13 #14 #15 #16 \LTRAMO #2 #3 \LTRAMO #34 #35 \LTRAMO #12 8 9 7 5 2 10 11 12 24 25 30 27.82 – 18″ PVC – 1.835 VISTA EN PLANTA NIVEL DE REFERENCIA peldaños d 3/4″ VISTA EN PLANTA VISTA EN PLANTA peldaños d 3/4″ Diametro Externo Diametro Interno Diametro Externo Diametro Externo Diametro Interno Diametro Externo HORMIGON CICLOPEO HORMIGON SIMPLE TAPA DE HORMIGON ARMADO HORMIGON SIMPLE \W5.67254; ALTURA \W5.67254; VARIABLE PELDAÑOS DE FIERRO DE 3/4″ TERRENO NO REMOVIDO TUBERIA DE PVC 0,30 m 0,80 m 0,20 m 0,20 m 0,90 m 0,15 m 0,15 m 0,10 m 0,10 m 0,70 m 0,20 m 0,10 m 1,80 m 0,20 m 0,20 m NIVEL DE REFERENCIA HORMIGON CICLOPEO HORMIGON SIMPLE TAPA DE HORMIGON ARMADO HORMIGON SIMPLE PELDAÑOS DE FIERRO DE 3/4″ TERRENO NO REMOVIDO TUBERIA DE PVC 0,30 m 1,20 m 0,15 m 0,15 m 0,10 m 0,10 m 0,10 m 0,10 m 0,10 m 0,20 m 0,20 m 1,80 m 0,80 m 1,10 m \W5.67254; ALTURA \W5.67254; VARIABLE 0,90 m 0,20 m 0,20 m 0,60 m 0,05 m 0,20 m 0,20 m 0,80 m 200 m m 200 m m Diametro Externo Diametro Interno Diametro Externo 0,20 m 0,20 m 1,80 m 0,30 m 1,20 m 0,15 m 0,15 m 0,10 m 0,10 m 0,10 m 0,10 m 0,10 m 1,10 m \W5.67254; ALTURA \W5.67254; VARIABLE 0,90 m 0,20 m 0,20 m 0,60 m 0,05 m 1,80 m 0,20 m 0,20 m NIVEL DE REFERENCIA HORMIGON CICLOPEO HORMIGON SIMPLE TAPA DE HORMIGON ARMADO HORMIGON SIMPLE PELDAÑOS DE FIERRO DE 3/4″ TERRENO NO REMOVIDO TUBERIA DE PVC \LTRAMO #42 #43 #44 #45 #46 #47 #48 #49 #50 \LTRAMO #51 #52 #53 #54 #55 #56 COCHABAMBA / ZONA NORTE PROYECTISTA: ESC. : RICHARD APAZA GONZALES ESCALA: PROYECTO: DEPARTAMENTO / ZONA FECHA: 27/NOVIEMBRE/2010 DOCENTE: EMPRESA CONSTRUCTORA: LAMINA: SISTEMA DE ALCANTARILLADO PLUVIAL DE LA ZONA CALA CALA “Mcal. Antonio José de Sucre” ESCUELA MILITAR DE INGENIERIA E.M.I. 02 cm ANCHO DIMENCIONES DE ZANJA PARA LA INSTALACION TUBERIA DE AGUA POTABLE 60 b in 8 mm 200 DIAMETRO NOMINAL cm 10 cm 100 PROFUNDIDAD H PLANTILLA e ESPESOR DE 60 6 150 10 70 Geometría de las zanjas 0.6 De Ancho minimo b h Plantilla, o cama. DETALLES CONSTRUCTIVOS ZANJAS 5 cm minimo Relleno Compactado al 85% proctor Relleno compactado al 90% Proctor. 1.- Relleno de zanja en vialidad. Pavimento. Base compactada al 95% Proctor. Relleno Compactado al 85% Proctor Relleno compactado al 90% Proctor. 2.- Relleno de zanja en zona de banquetas. Banqueta. Plantilla, o cama. Plantilla, o cama. Ver dimensiones a continuación en las tablas correspondientes para cada material y uso Material producto Excavaciòn Seleccionado Material Suministrado Material producto Excavaciòn Seleccionado Material Suministrado 65 10 250 10 100 70 12 300 10 120 80 14 350 10 125 85 16 400 10 130 90 18 450 10 135 110 24 610 10 150 140 30 760 10 165 BANQUETA 28cm. TABIQUE DE 28cm. 10 DETALLE DE BOCA DE TORMENTA A REJILLA DE Fo. Fo. TIPO MEDIANA GUARNICION DE BANQUETA 60cm. x 40cm. A’ PLANTA CORTE A-A’ ARROYO MURO DE APLANADO DE MORTERO CEMENTO 1:3 40cm. REJILLA 58cm. 1.5cm. CONCRETO f’c=150 kg./cm2. 40cm. TABIQUE DE 14cm. TUBERIA DE 25 cm. DE d MORTERO DE CEMENTO 1:5 CONCRETO f’c=250 kg./cm2. S > 0.01 De Profundidad c Colchón minimo c Colchón minimo Profundidad 30 cm (minimo) h b 0.6 De c Colchón minimo Profundidad b 0.6 De h De De 5 cm minimo 30 cm (minimo) CORRIENTE SUPERFICIAL EMISOR EMISOR A ZAMPEADO P L A N T A SECCION A-A CONCRETO SIMPLE EMISOR DEL ING. RESIDENTE A JUICIO MORTERO CEMENTO 1:5 MAMPOSTERIA DE 3A. CON DE REPOSO DEL MATERIAL TALUD SEGUN EL ANGULO A \A1;85 cm \A1;120 cm \A1;30° \A1;VARIABLE \A1;45° \A1;270 cm \A1;40 cm \A1;VARIABLE \A1;VARIABLE (MIN 75°) \A1;VARIABLE \A1;45° \A1;45° \A1;45° \A1;45° \A1;VARIABLE \A1;VARIABLE \A1;60° \A1;20 cm \A1;85 cm \A1;VARIABLE \A1;20 cm DETALLE DE SALIDA DE LAS AGUAS PLUVIALES AL RIO 36 37 38 39 34 33 32 31 30 42 35 18 19 20 21 22 23 24 29 28 27 26 25 16 17 15 14 12 3 4 5 6 7 1 2 13 14 42 43 44 45 46 47 48 49 50 51 51 52 53 54 55 56 rio 41 40 39 Sumideros Areas del Proyecto \W5.15913; CAMARA DE Arranque