Drinking Water , Sewerage Installations DWG Detail for AutoCAD

Drinking Water , Sewerage Installations DWG Detail for AutoCAD

PLANES OF URBANOZATION WITH CONSTRUCTIVE DETAILS AND CONNECTION OF DRINKING WATER AND SEWERAGE

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

Dump filler, template, Rammed, Filler details, loin, flow, Garrison, Of bench, Yee, Elbow, plant, Stalls, register of, R. Ext. Fire, Tube p.a.d., Hdr pvc clamp, Home taking detail, stream, Municipal key, Approx., R. Int. Fire, Knot of uncertainty, Pvc tube rd, sidewalk, Nose wrench, Elbow fire, Globe valve, Union nut, Nipple fire, measurer, Min., Elbow fire, Elbow p.a.d., Tube p.a.d., Bench wrench, Double thread, With aluminum acn, variable, Ditch type, unscaled, Drainage pipe, according, Sand bed, natural terrain, width, Bed material, granular, tube, the excavation, Compacted, To p.s.m, improved, Stuffed with, product of, Units in centimeters, pending, Recessed stairs for review, Concrete mortar, Flush, concrete slab, Slope formation, concrete, Joint, Cm min., sidewalk, Bottom of the trench inclined towards the line of distribution, gooseneck, Distribution line, variable, width, Symbology, Pipe flow direction, Pipe data, Sewer pipe, sink, Surface depth, Pipe shear, Dimensions of surface. Of sewage., Checkbox, pipeline, Pipe diameter, Diameter of the connection, Slope of the flow, material, key, unity, Pza, Pza, Pvc pipe, Elbow of pvc of, Tee pvc de with reduction, Yee pvc de, Yee pvc of with reduction, Tee pvc, Elbow of pvc of, Pvc, Pvc, Pvc, Pvc mm, Pvc mm, flow, Pvc mm, flow, Pvc mm, Pvc mm, Pvc mm, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc mm, Pvc, Pvc, Pvc, north, Of drinking water, Symbology box, Diameter of the sewer pipe, Connecting diameter, Control key, Tee with reduction, Elbows, Hydrants, Terrain quota, water meter, valve, check valve, your B. Cold water flow direction, plug, Hydrant, your B. Cold water flow direction, Pvc, Of the sewage system, Pontifical Catholic University of Ecuador, facilities, Author alvaro muñoz, Teacher arq. Luis sánchez, Sewage systems for urbanization, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Hs mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Pvc mm, Interior with mortar, Flattened log, Box with mortar joint for, Discharge mm mm., Base cover concrete f’c, Ringed with mortar joint of mm., Simple concrete tube, registry, template, incoming, Wall template, Mortar for, outgoing, Elevation of, pavement, incoming, Max., Well type, Cut b ‘, With petroleum material, Stabilization of template, Chamfers to the side, Top of the pipe, Pza, Pipeline detail, Discharge well detail, Pipeline detail, sheet, scale, Pontifical Catholic University of Ecuador, facilities, Author alvaro muñoz, Teacher arq. Luis sánchez, Drinking water facilities for urbanization, sheet, scale, Street court, Pvc mm, Pvc mm, Bed material, granular, tube, the excavation, Compacted, To p.s.m, improved, Stuffed with, product of, Units in centimeters, Ditch type, unscaled, Drainage pipe, according, Sand bed, natural terrain, Pipe, rush, elbow, Neople, universal, Stopcock, check valve, measurer, detail, Of meter in facade, detail, Of meter in plant, Pipe, rush, elbow, Neople, universal, Stopcock, check valve, measurer, variable, width

Raw text data extracted from CAD file:

RELLENO A VOLTEO PLANTILLA APISONADO DETALLES DE RELLENO LOMO FLUJO M09 d50 mm 0.20 (PVC 6")d A GUARNICION DE BANQUETA YEE CODO DE 45° A PLANTA ATARJEA 0.60 0.40 REGISTRO DE 60 x 40 M09 M09 M09 M09 M09 M09 M09 M09 M09 d50 mm M09 M09 d50 mm d50 mm d50 mm d50 mm d50 mm d50 mm d50 mm d50 mm d50 mm CR CR CR CR R. EXT. FoGo 1" TUBO P.A.D. 1/2" ABRAZADERA PARA PVC HDR 1" DETALLE DE TOMA DOMICILARIA ARROYO LLAVE MUNICIPAL 1" (R. EXTERIOR) \A1;1.50 APROX. R. INT. FoGo 1" NUDO DE INCERCION 1" TUBO PVC RD 26 BANQUETA \A1;0.70 (MIN.) LLAVE NARIZ 1/2" CODO FoGo 1/2" VALVULA GLOBO 1/2" TUERCA UNION 1/2" NIPLE FoGo 1/2" MEDIDOR \A1;0.30 MIN. CODO FoGo 1" CODO P.A.D. 1/2" \A1;0.60 TUBO P.A.D. 1/2" DE 1" (R. INT.) LLAVE DE BANQUETA ROSCA DOBLE CON ACMN DE ALUMINIO VARIABLE ZANJA TIPO SIN ESCALA 0.10 TUBERIA DE DRENAJE (DIAMETRO SEGUN ESPECIFICACIONES) CAMA DE ARENA TERRENO NATURAL ANCHO h C CAMA MATERIAL B GRANULAR TUBO LA EXCAVACION COMPACTADO AL 90 % P.V.S.M MEJORADO H V RELLENO CON PRODUCTO DE 50 V C 40 50 50 45 50 H 100 B 60 105 110 70 75 h 10 10 10 UNIDADES EN CENTIMETROS 115 80 10 55 50 0 3" 6" 8" 10" PENDIENTE 5 % ESCALERAS EMPOTRADAS PARA LA REVISIÓN MORTERO DE HORMIGÓN rasante 5 LOSA DE HORMIGON FORMACION DE PENDIENTE Y CANALILLO HORMIGóN F´C 210 KG/CM2 JUNTA UNION POZO JUNTA UNION POZO \A1;1.20 \A1;0.25 \A1;1.70 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.25 A R R O L L O 1 50 cm min. 50 cm min. 2 3 4 4 1 2 3 acera fondo de la zanja con inclinación hacia la linea de distribución cuello de ganso linea de distribución M09 d50 mm M09 d50 mm VARIABLE 0.10 ANCHO CR CR CR CR \A1;0.60 N +101 SIMBOLOGÍA d=250 mm L=63.00 m TUBERÍA Y DIRECIÓN DE CAUDAL DATOS DE TUBERIA TUBERÍA DE ALCANTARILLADO SUMIDERO 1.87 PROFUNDIDAD DE SUPERFICIE A SOLERA DE TUBERIA 2344.73 COTAS DE SUPERF. DE ALCANTAR. 1.94 CAJA DE REVISION TUBERIA E/C d 200mm da = DIÁMETRO DE LA TUBERÍA de = DIÁMETRO DE LA ACOMETIDA PENDIENTE DEL CAUDAL p= MATERIAL CLAVE UNIDAD ML PZA ML PZA PZA PZA PZA PZA PZA PZA PZA IS-01 IS-02 IS-03 IS-04 IS-05 IS-06 IS-08 IS-09 IS-10 IS-11 IS-12 TUBO DE PVC DE 4" TUBO DE PVC DE 2" CODO DE 90° PVC DE 4" TEE PVC DE 4" CON REDUCCION A 2" YEE PVC DE 4" YEE PVC DE 4" CON REDUCCION A 2" TEE PVC DE 2" TEE PVC DE 4" CODO DE 90° PVC DE 2" CODO DE 45° PVC DE 4" CODO DE 45° PVC DE 2" N +100 N +102 d 75mm d 75mm PVC 0.75 d=50mm L= 75 m PVC 0.75 d=50mm L= 52 m PVC 0.75 d=50mm L= 127m PVC 0.80MPa d=75 mm L=99 m PVC 0.80MPa d=75 mm L=52 m FLUJO FLUJO PVC 0.80MPa d=75 mm L=52m FLUJO FLUJO FLUJO FLUJO PVC 0.80MPa d=75 mm L=43 m PVC 0.80MPad=75 mm PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=104 m PVC 0.75 d=50mm L= 75 m PVC 0.75 d=50mm L= 52 m PVC 0.75 d=50mm L= 52 m PVC 0.75 d=50mm L= 52 m PVC 0.75 d=50mm L= 52 m PVC 0.80MPa d=75 mm L=52 m PVC 0.75 d=50mm L= 75 m PVC 0.75 d=50mm L= 52 m PVC 0.75 d=50mm L= 52 m NORTE \W1.1;\LPLANIMETRIA DE AGUA POTABLE CUADRO DE SIMBOLOGÍA da = Diametro de la Tubería Alcantarillado de = Diametro de acometida = Llave de control = Tee 75 con reduccion 50mm = Codos de 75mm = Hidrantes = Cota del Terreno M MEDIDOR DE AGUA VALVULA VALVULA CHECK TUB. AGUA FRIA Y DIRECCION DEL FLUJO [ TAPON HIDRANTE TUB. AGUA FRIA Y DIRECCION DEL FLUJO N +101 N +100 N +102 PVC 0.75 d=50mm L= 48 m \W1.1;\LPLANIMETRIA DEL ALCANTARILLADO PONTIFICIA UNIVERSIDAD CATÓLICA DEL ECUADOR SEDE IBARRA \W3.51555; INSTALACIONES I AUTOR ALVARO MUÑOZ DOCENTE ARQ. LUIS SÁNCHEZ INSTALACIONES DE ALCANTARILLADO PARA UNA URBANIZACIÓN 2% 99.5 HS d=300 mm 100.00 97.52 97.52 97.62 100.40 96.64 96.64 96.74 100.96 95.76 95.76 95.86 101.68 93.75 93.85 94.88 94.88 94.98 101.36 95.86 95.86 95.96 100.54 93.65 93.65 93.75 101.71 93.1 93.20 101.20 91.87 91.99 101.72 90.99 91.31 102.26 101.81 92.97 92.87 104.00 92.87 92.97 92.77 94.98 95.08 94.98 95.08 100.86 L= 127 m L= 52m HS d=300 mm HS d=300 mm P=1.5% HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 75m HS d=300 mm HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 75m HS d=300 mm HS d=300 mm L= 52m HS d=300 mm HS d=300 mm L= 75m HS d=300 mm HS d=300 mm L= 104m HS d=300 mm PVC 0.80MPa d=75 mm L=104m PVC 0.80MPa d=75 mm L=104 m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=104 m PVC 0.80MPa d=75 mm L=52m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=52 m P=1.5% P=1.5% INTERIOR CON MORTERO CEMENTO-ARENA 1:3 REGISTRO DE TABIQUE, APLANADO \A1;0.40m CAJA DE CONCRETO, CON JUNTA DE MORTERO PARA DESCARGA DOMICILIARIA DE 200 mm x 150 mm. \A1;0.60 m BASE Y TAPA DE CONCRETO F'C = 150 Kg/cm2 ANILLADO CON JUNTA DE MORTERO DE 150 mm. TUBO DE CONCRETO SIMPLE REGISTRO B 0.15 0.30 B' PLANTILLA 0.20 ENTRANTE 1 PLANTILLA Y MUROS MORTERO PARA 0.05 0.10 0.76 A 1.07 SALIENTE ELEVACION DE PAVIMENTO 2.40 ENTRANTE 2 0.91 2.10 0.15 1.50 0.20 0.60 MAX. POZO DE VISITA TIPO 0.05 2.10 2.40 1.50 0.15 0.20 0.40 CORTE B - B' CON MATERIAL PETREO ESTABILIZACION DE PLANTILLA CHAFLANES HASTA LA PARTE SUPERIOR DE LA TUBERIA CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR PZA DETALLE DE TUBERÍA EN CANAL DETALLE DE CAUDAL EN POZO DE REVISIÓN DETALLE DE TUBERÍA EN CANAL LÁMINA 2/2 ESCALA 1:650 PONTIFICIA UNIVERSIDAD CATÓLICA DEL ECUADOR SEDE IBARRA \W3.51555; INSTALACIONES I AUTOR ALVARO MUÑOZ DOCENTE ARQ. LUIS SÁNCHEZ INSTALACIONES DE AGUA POTABLE PARA UNA URBANIZACIÓN LÁMINA 1/2 ESCALA 1:650 98.40 100.56 93.42 95.08 94.20 94.10 94.20 92.97 94.10 91.97 91.09 P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% P=1.5% 2.00 M 8.00 M 2.00 M CORTE DE CALLE L=52 m PVC 0.80MPa d=75 mm L=52 m PVC 0.80MPa d=75 mm L=104 m h C CAMA MATERIAL B GRANULAR TUBO LA EXCAVACION COMPACTADO AL 90 % P.V.S.M MEJORADO H V RELLENO CON PRODUCTO DE 50 V C 40 50 50 45 50 H 100 B 60 105 110 70 75 h 10 10 10 UNIDADES EN CENTIMETROS 115 80 10 55 50 0 3" 6" 8" 10" ZANJA TIPO SIN ESCALA TUBERIA DE DRENAJE (DIAMETRO SEGUN ESPECIFICACIONES) CAMA DE ARENA TERRENO NATURAL Tubería de Acometida Codo 90° Neplo Universal Llave de Paso Válvula Check Medidor DETALLE 1 DE MEDIDOR EN FACHADA S/E DETALLE 1 DE MEDIDOR EN PLANTA S/E Tubería de Acometida Codo 90° Neplo Universal Llave de Paso Válvula Check Medidor VARIABLE ANCHO 0.10

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, connection, constructive, constructive details, DETAIL, details, drinking, drinking water, DWG, einrichtungen, facilities, gas, gesundheit, installations, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, PLANES, provision, sewerage, wasser bestimmung, water