Boxes In Sewer System DWG Detail for AutoCAD

Boxes In Sewer System DWG Detail for AutoCAD

DIMENSIONS AND DETAILS OF BOXES IN SEWER NETWORKS

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

typical, Max., variable, typical, armor, Slabs, Concrete simple concrete f’c, Bottom slab, Of simple concrete f’c, Of the pavement, Esc:, Ceilings, Detail of anchor mailboxes, Network rehabilitation, Silkworm, Coatings indicated, The interior surfaces of the bottom slab wall shall be laid in two layers the first of which shall be finished with a mixture of striped finish the second hour after the thickness of the polished finish, any that may appear on the back of the roof slab shall be carefully caulked with a mixture If the steel reinforcement is observed somewhere the integral of the back of the slab should be tarred in the manner indicated for the walls., Lower armor roof slab, Additional reinforcement in pipe entry zone, Mailbox flow types, Esc:, Fc, Esc:, Fc, Fc, Output for home installation, Esc:, Fc, draft:, flat:, sewerage, steel, Prov, place:, Huanuco, zero zone, sheet:, Apartment, Dist, Huanuco, amaryllis, drawing:, scale:, B.c.s, surveyor:, And the, date:, Indicated, Type f’c in walls type f’c in covers, concrete, Concrete data, of rubber, Specifications, Detail of reinforced concrete cover, Esc:, Fc, Vertical section, See picture, Esc:, senses, Esc:, Upper armor bottom slab, New detail, Scale of impression, Conc.simple, Typical mailbox, Boot diameter, Conc.simple, Conc.simple, For depths less than m. Single concrete walls, Esc:, Additional reinforcement for hollow access roof slab, Flexible union with rubber ring, Hookah with outlet, Stuffed tamping hand in thick cm layers, Filling copn selected material hand rammed in thick cm layers, Filled with selected material, Filler type trench, Tubes lying in discontinuous perched on earth mound, Mm platen ring, Ditches dimensions shapes, scale:, dice, Given concrete f’c, Pvc pipe, Lagoon, cut, Esc:, Esc:, Detail of steel in transitions, Esc:, cut, Esc:, Siphon entry plant, Output channel, Pvc pipe uf, Pvc pipe uf, Input channel, Pvc pipe, Protection slope, Normal strut, Output channel, natural terrain, Pvc pipe, rack, Normal strut, Will rise m. Upstream, Protection edge, Protection dam, U.d.a.t., Esc:, Boot cap reinforcement detail, Esc:, Boot cap reinforcement detail, Types of stockings, Types of stockings, Types of stockings, Huarguesh, Quircan, Little branch, Types of stockings, Raccha, Types of stockings, My mitochondle, Types of stockings, Punch, Types of stockings, They fall in love, Types of stockings, Huallacayan, Types of stockings, Mitotambo, Types of stockings, Types of stockings, Types of stockings, Huarguesh, Quircan, Little branch, Types of stockings, Raccha, Types of stockings, My mitochondle, Types of stockings, Punch, Types of stockings, They fall in love, Types of stockings, Huallacayan, Types of stockings, Mitotambo, Var., Improvement of the service of potable water improvement expansion of the service of drainage in the center town of chango, section, Esc:, typical, Reinforcement distribution, Esc:, your B., Proy cap, Type ii, Roof slab armor, Esc:, plant, Esc:, pipeline, Bottom slab, Lower armor, See detail upper armor, Bottom slab, Metal platinum, Detail of reinforced concrete cover, plant, Esc:, cut, Esc:, steel, Reinforced concrete, Top cover, Roof tile f’c, Bottom slab fc, F’c walls, reinforced, Reinforced concrete material, Fy, Tubes, Specifications, For mailboxes mts., Roof tile f’c, Bottom slab fc, F’c walls, For mailboxes mts., Reinforcement detail in mailbox bottom, Types of stockings, Esc:, Esc, Hookah with outlet, Home connection details, Details of trench pipe, Esc:, Final selected earth, Initial siege, sand, Variable according to the diameter of the pipe, Esc:, Exit detail for home installation, pipeline, variable, The chair must be installed, A clamp should be placed, Concrete anchor, U.f., Resane with mortar, Register box body, Elbow of p.v.c., To secure the chair., legend, While it stands, Using surface preparer, Discharge pipe, Metal clamp, For pipe, Securing by, Registration box cover, Registry box base, Red yee connection accessory, Of subjection, see detail, Boxes, Of drainage, your B., Var., your B., elbow, plant, Esc:, profile, Esc:, Clamp detail, Esc:, Pvc material, Mailbox box in network, code of, mailbox, height of, mailbox, Concrete box, Concrete box, Concrete box, Concrete box, Total concrete mailboxes, In collector, Total concrete mailboxes, In issuer, Will make this type of connection, Either, When the drainage network, Collector, Plant installation box

Raw text data extracted from CAD file:

H A De A H De A B" 0,30 De \A1;0.31 típico \A1;0.15 \A1;Profundidad máx. = 3.00 m \A1;0.15 \A1;variable 1.20 - 2.00 \A1;0.15 \A1;0.05 \A1;0.60 \A1;h2 (ver cuadro) \A1;0.05 \A1;0.60 \A1;0.30 \A1;0.15 \A1;D = VARIABLE 1.20 a 2.00 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.70 típico \A1;0.60 ARMADURA hf=0.15 LOSAS CONCRETO SIMPLE CONCRETO f'c = 140 Kg/cm2 LOSA DE FONDO -135.1127540620189 \A1;MURO DE CONCRETO SIMPLE f'c = 140 Kg/cm2 \A1;NIVEL DEL PAVIMENTO \A1;d1/4"(Anillos) ESC: 1/25 TECHOS -135.1127540620189 \A1;\fArial|b0|i0|c0|p34;c DETALLE DE BUZONES - ANCLAJE REHABILITACION DE RED DE SEDAHUANUCO RECUBRIMIENTOS : INDICADOS LAS SUPERFICIES INTERIORES DE MURO Y LOSA DE FONDO SERAN TARRAJEADAS EN DOS CAPAS a) LA PRIMERA DE 1 1/2" DE ESPESOR CON MEZCLA CEMENTO/ARENA 1:5 Y ACABADO RAYADO b) LA SEGUNDA ( 24 HORAS DESPUES ) DE 1/2" DE ESPESOR MEZCLA 1:3 Y ACABADO PULIDO CUALQUIER "CANGREJERA" QUE PUDIERA PRESENTAR EN EL REVES DE LA LOSA DE TECHO DEBERA SER CALAFATEADA CUIDADOSAMENTE CON MEZCLA 1:3 SI SE OBSERVA LA ARMADURA DE ACERO EN ALGUNA PARTE EL INTEGRO DEL REVES DE LA LOSA DEBERA SER TARRAJEADA DE LA MANERA INDICADA PARA LOS MUROS. ARMADURA INFERIOR LOSA DE TECHO REFUERZO ADICIONAL EN ZONA DE INGRESO DE TUBERIA TIPOS DE FLUJO PARA BUZONES ESC: 1/25 f'c = 175 Kg/cm2 S=20 % S=20 % S=20 % S=20 % S=20 % \A1;f'c=140 Kg/cm2. ESC: 1/25 f'c = 175 Kg/cm2 S=20 % S=20 % f'c = 175 Kg/cm2 \LDETALLE DE SALIDA PARA INSTALACION DOMICILIARIA ESC: 1/25 S=20 % S=20 % f'c = 175 Kg/cm2 S=20 % PROYECTO: PLANO: ALCANTARILLADO ACERO : 4,200 Kg/cm2 PROV: LUGAR: HUANUCO ZONA CERO LAMINA: BD DPTO: DIST.: HUANUCO AMARILIS DIBUJO: ESCALA: B.C.S TOPOGRAFO: E.A.O. FECHA: NOVIEMBRE-2003 INDICADA TIPO : f'c = 175 Kg/cm2 en paredes TIPO : f'c = 210 Kg/cm2 en tapas CONCRETO : DADO DE CONCRETO \A1;ANILLO DE CAUCHO ESPECIFICACIONES d3/8" @. 0.15 DETALLE DE TAPA DE CONCRETO ARMADO h1 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 ESC: 1/25 -135.1127540620189 -135.1127540620189 -135.1127540620189 f'c = 100 Kg/cm2 SECCION VERTICAL -135.1127540620189 \A1;d Ver cuadro -135.1127540620189 ESC: 1/25 \A1;4 d 5/8" -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 \A1;d 2 SENTIDOS (ver cuadro) ESC: 1/25 ARMADURA SUPERIOR LOSA DE FONDO \A1;\fTimes New Roman|b0|i0|c0|p18;VER DETALLE - 1 -135.1127540620189 ESCALA DE IMPRESION 1/25 A-1 5 d 1/2" 1.20 CONC.SIMPLE 0.20 3 d 3/8" 2 d1/2"c/lado BUZON TIPICO h2 c b a DIAMETRO (d) DE BUZON CONC.SIMPLE 3 d 1/2" c/lado 3 d 3/8" 0.20 6 d 1/2" 1.50 3 d 1/2" 0.25 CONC.SIMPLE 3 d1/2" c/lado 7 d 1/2 1.80 PARA PROFUNDIDADES MENORES DE 3.00 m. MUROS DE CONCRETO SIMPLE f'c=140 Kg/cm2 13d3/8"c/s 0.15 4 d 1/2" 4 d 1/2" c/lado 2.00 9d 1/2" \LDETALLE - 1 -135.1127540620189 \A1;d 5/8" ESC: 1/25 REFUERZO ADICIONAL PARA HUECO ACCESO LOSA DE TECHO 0.40 \LDETALLE UNION FLEXIBLE CON ANILLO DE CAUCHO -135.1127540620189 -135.1127540620189 CACHIMBA CON SALIDA DE 4" RELLENO APISONADO A MANO EN CAPAS DE 15 cm DE ESPESOR RELLENO COPN MATERIAL SELECCIONADO A MANO APISONADO EN CAPAS DE 10 cm DE ESPESOR RELLENO CON MATERIAL SELECCIONADO APÌSONADO A MANO RELLENO TIPO DE ZANJAS TUBOS TENDIDOS EN ENCARAMADO DISCONTINUO SOBRE MONTICULO DE TIERRA ANILLO DE PLATINA DE E= 2 mm \A1;\fArial|b0|i0|c0|p34;a \A1;\fArial|b0|i0|c0|p34;b -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 -135.1127540620189 ZANJAS : DIMENSIONES Y FORMAS -135.1127540620189 \fStylus BT|b0|i0|c0|p34;C -135.1127540620189 0.60 ESCALA: 1/5 -135.1127540620189 -135.1127540620189 -135.1127540620189 \fStylus BT|b0|i0|c0|p34;A 0.40 0.60 DADO Dado de concreto f'c = 140 Kg/cm2 TUBERIA PVC \A1;1/750 \A1;1/1000 \A1;1/2000 \A1;1/2500 \A1;1/5000 \A1;1/500 \A1;1/250 \A1;1/200 \A1;1/100 \A1;1/75 \A1;1/50 \A1;1/25 \A1;1/20 \A1;1/10 \A1;1/7.5 \A1;1/5 \A1;1/2.5 \A1;1/2. -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 -130.4178258936552 \A1;Longitud de laguna facultativa= 50.00m. \A1;Cerco perimetrico= 87.00m. CORTE B - B ESC: H=1/1000 V=1/100 1200.331118180939 1200.331118180939 \A1;.45 \A1;.50 \A1;.15 \A1;.16 \A1;.15 \A1;.61 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.23 \A1;.30 \A1;20.70° \A1;1.00 \A1;.50 \A1;.15 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.24 \A1;.61 \A1;.45 \A1;.15 \A1;.31 \A1;.30 \A1;13.69° \A1;.50 \A1;.50 \A1;.15 \A1;.11 \A1;.85 \A1;1.00 \A1;.25 \A1;.35 \A1;.20 \A1;.35 \A1;.25 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.50 \A1;.15 \A1;.11 \A1;1.00 \A1;.36 \A1;.35 \A1;.20 \A1;.35 \A1;.36 \A1;.70 \A1;.31 \A1;.31 \A1;L= 348 m. \A1;.15 \A1;.15 \A1;.29 \A1;.10 \A1;.58 \A1;.16 \A1;.75 \A1;.15 \A1;.45 \A1;.20 \A1;.45 \A1;.15 \A1;1.40 \A1;.15 ESC: 1/20 DETALLE DE ACERO EN TRANSICIONES \A1;d\S3/8;" \A1;d\S3/8;" \A1;d\S3/8;"@0.20 \A1;d\S3/8;"@0.20 -9533.71693977863 ESC: 1/25 CORTE B-B CORTE A-A ESC: 1/25 ESC: 1/25 PLANTA ENTRADA SIFON A A B B \A1;Rejilla F°Liso d\S1/2;" @0.10m -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 Canal de Salida Tuberia PVC UF C-5 14" (355 mm) Tuberia PVC UF C-5 14" (355 mm) S=0.96% S=1.16% Tuberia PVC UF C-5 14" (355 mm) Tuberia PVC UF C-5 14" (355 mm) Canal de entrada -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 Tuberia PVC C-5 de 14" (355 mm) \A1;Rejilla d\S1/2;"@0.10 m. +1969.26 Talud de proteccion S=0.96% Tirante normal Canal de salida Terreno natural 1 1.5 +1969.71 +1969.87 \A1; -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 S=1.16% -9533.71693977863 -9533.71693977863 -9533.71693977863 Tuberia PVC C-5 de 14" (355 mm) Rejilla d12"@0.10 +1971.53 Tirante normal se elevara 15 m. aguas arriba Borde de proteccion Dique de protección +1971.68 \A1; -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 -9533.71693977863 U.D.A.T. ESC: 1/25 ESC: 1/25 DETALLE DE REFUERZO DE TAPA DEL BUZON H>3.00 M ESC: 1/25 DETALLE DE REFUERZO DE TAPA DEL BUZON H>3.00 M 3/8" 1 0 1:100 2 1 4 3 2 3 4 6 5 7 F 8 9 E D 25 1:250 6 5 7 9 8 10 0 1:150 2 1 5 4 3 7 6 1:200 10 9 8 0 5 10 15 0 5 10 15 1:333.3 20 0 5 15 10 20 25 30 1:500 5 0 15 10 20 C B A 60 35 30 40 1:750 0 10 30 20 40 50 S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=% S=% S=20 % S=20 % S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% huarguesh quircan ramalito TIPOS DE MEDIAS CAÑAS S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % raccha TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% mitocucho S=% S=% S=% S=% S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS punchao S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% TIPOS DE MEDIAS CAÑAS acochacan S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % TIPOS DE MEDIAS CAÑAS huallacayan S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % S=% S=20 % S=% TIPOS DE MEDIAS CAÑAS mitotambo S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=% S=% S=20 % S=20 % S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% huarguesh quircan ramalito TIPOS DE MEDIAS CAÑAS S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % raccha TIPOS DE MEDIAS CAÑAS S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% mitocucho S=% S=% S=% S=% S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % TIPOS DE MEDIAS CAÑAS punchao S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=% S=% S=% TIPOS DE MEDIAS CAÑAS acochacan S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % TIPOS DE MEDIAS CAÑAS huallacayan S=% S=% S=% S=% S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % S=% S=20 % S=% TIPOS DE MEDIAS CAÑAS mitotambo \A1;.60 \A1;.20 \A1;.05 \A1;.05 \A1;.15 \A1;.15 \A1;1.20 \A1;.60 \A1;.20 \A1;.05 \A1;.05 \A1;.15 \A1;.15 \A1;1.20 \A1;1.50 \A1;.15 \A1;1.20 \A1;.15 \A1;.60 \A1;.20 \A1;.20 \A1;2" \A1;0.60 \A1;.20 \A1;.20 \A1;0.58 \A1;.30 \A1;.10 Var. \A1;.70 \A1;.30 \A1;.075 \A1;.075 \A1;.075 \A1;.45 \A1;.075 \A1;.075 \A1;.075 \A1;.45 \A1;.10 \A1;.45 \A1;.05 \A1;.60 \A1;.70 \A1;.55 \A1;.05 \A1;.10 \A1;.05 REHABILITACION, MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE DESAGUE EN EL CENTRO POBLADO DE CHANGO \A1; \A1; S=% S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=20 % S=% S=20 % S=20 % S=% S=20 % S=% S=20 % S=% S=20 % S=% S=% S=% S=20 % S=20 % S=% S=20 % S=% S=% S=20 % S=20 % S=% S=20 % S=20 % S=20 % S=20 % S=20 % S=% S=% S=% S=% S=20 % S=20 % S=% S=% S=% S=20 % 5 5 5 5 5 5 5 SECCION A-A ESC: 1/25 5 d 1/2 @0.16 a/s 5 \A1;0.30 típico 5 5 5 5 5 d 3/8 @0.15 DISTRIBUCION REFUERZO ESC: 1/25 tub. pvc.dVar." tub. pvc.dVar." 5 5 5 5 A A Tapa proy. \L1.20<H<3.00 \LBUZON TIPO II 1.20<H<3.00 5 ARMADURA LOSA DE TECHO ESC: 1/25 d 1/2" @ 0.16 a/s PLANTA ESC: 1/25 \L1.20<H<3.00 5 5 5 5 Tuberia Tuberia .20 .20 \A1;VAR. LOSA DE FONDO (Escala : 1/25) ARMADURA INFERIOR VER DETALLE ARMADURA SUPERIOR LOSA DE FONDO d 3/8 @0.15 5 d 3/8" @0.10 5 d 3/8" @0.10 2" \A1;5d3/8" @0.10 5 \A1;ANILLO METALICO PLATINA 1/8"x2" DETALLE DE TAPA DE CONCRETO ARMADO PLANTA ESC: 1/10 A A CORTE A-A ESC: 1/10 ACERO CONCRETO ARMADO TAPA Y MARCO LOSA DE TECHO f'c = 210 kg/cm2 LOSA DE FONDO fc = 175 kg/cm2 MUROS f'c = 175 kg/cm2 Reforzado MATERIAL Concreto Armado f'y = 4200 kg/cm2 TUBOS ESPECIFICACIONES PARA BUZONES 1.20\U+2264H\U+22642.50 Mts. LOSA DE TECHO f'c = 210 kg/cm2 LOSA DE FONDO fc = 210 kg/cm2 MUROS f'c = 210 kg/cm2 PARA BUZONES H\~> 2.50 Mts. \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 DETALLE DE REFUERZO EN FONDO DE BUZON 5 d 5/8 L=.40 S=% S=% S=20 % S=20 % TIPOS DE MEDIAS CAÑAS ESC: 1/25 A1 ESC 1/25 A2 ESC 1/25 CACHIMBA CON SALIDA DE 6" - 4" DETALLES DE CONEXIONES DOMICILIARIAS 5 5 DETALLES DE TUBERIA EN ZANJAS ESC: 1/25 ESC: 1/25 \A1;RELLENO FINAL TIERRA SELECCIONADA \A1;RELLENO INICIAL TIERRA CERNIDA \A1;CAMA ARENA \A1;ALTURA VARIABLE DE ACUERDO AL DIAMETRO DE LA TUBERIA \A1;H=VARIABLE \A1;ANCHO=DIAMETRO DE TUBO+0.60m. ESC: S/E DETALLE DE SALIDA PARA INSTALACION DOMICILIARIA Tuberia VARIABLE NOTA.- LA SILLA DEBE SER INSTALADA SE DEBE COLOCAR UNA ABRAZADERA ANCLAJE DE CONCRETO f'c=140kg/cm2 TUBERIA MATRIZ d 6" DE P.V.C.- U.F. RESANE CON MORTERO 1:3 CUERPO DE CAJA DE REGISTRO CODO DE P.V.C. H-H d 4" PARA FIJAR LA SILLA. LEYENDA Y ADHESIVO; MIENTRAS ESTA FRAGUA USANDO PREPARADOR DE SUPERFICIE TUBERIA DE DESCARGA DE P.V.C.-U.F. d 4" \A1;0.3 4" d 6 4 4" 3 d 5 8 4" 6 \A1;VAR(0.60-0.70) \A1;0.6 4 7 3 5 3 4 5 6 1 2 ABRAZADERA METALICA PARA TUBERIA SUJECION MEDIANTE TAPA DE CAJA DE REGISTRO 0.50x0.30 (fierro galvanizado) BASE DE CAJA DE REGISTRO ACCESORIO DE CONEXION A RED (EMPALME YEE P.V.C) 9 7 8 2 1 LP 9 2 DE SUJECION VER DETALLE Cajas domiciliarias de desague TUB. Ø 4" Var. TUB. Ø 6" LP 01 Codo 45°x4" (D) 01 Codo 45°x 4" (D) 1 9 PLANTA ESC: 1/25 PERFIL ESC: 1/25 DETALLE ABRAZADERA ESC: 1/25 d MATERIAL PVC P/DESAGUE , d 4", 6" y 8" CUADRO DE BUZONES EN RED CODIGO DE BUZON ALTURA DE BUZON BUZON DE CONCRETO h=1.20 - 1.50M BUZON DE CONCRETO h=1.51 - 2.00M BUZON DE CONCRETO h=2.01 - 2.50M BUZON DE CONCRETO h=2.51 - 3.00M B-01 1.20 1 B-02 1.20 1 B-03 2.00 1 B-04 1.20 1 B-05 2.00 1 B-06 2.00 1 B-07 2.00 1 B-08 1.20 1 B-09 2.00 1 B-10 2.00 1 B-11 1.20 1 B-12 2.00 1 B-13 1.20 1 B-14 1.20 1 B-15 1.20 1 TOTAL BUZONES DE CONCRETO EN COLECTORA 9.00 5.00 0.00 0.00 TOTAL BUZONES DE CONCRETO EN EMISOR 0.00 3.00 0.00 0.00 NOTA.- SE HARA ESTE TIPO DE CONEXION SEA >= 2.0 m " SI LO HUBIERA " CUANDO LA HALTURA DE LA RED DE DESAGUE COLECTORA Y EMISOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CAJA DE INSTALACION DOMICILIARIA 1 1 CORTE 1-1 ESC: 1/25 ESC: 1/25 B-16 1.20 B-17 2.00 1 1 DE-1 : Dptmto. ALCALDE : DIBUJO : : : : Provincia Distrito Lugar ESCALA : INDICADA FECHA : MARZO - 2012 RESPONSABLE: PROPIETARIO : PROYECTO : PLANO : UBICACION : PROYECTA : LAMINA : ESPECIALIDAD : DETALLE DE BUZONES Y TIPOS DE MEDIA CAÑA SANEAMIENTO BASICO E T P DE-2 : Dptmto. ALCALDE : DIBUJO : : : : Provincia Distrito Lugar ESCALA : INDICADA FECHA : MARZO - 2012 E.T.A. RESPONSABLE: PROPIETARIO : PROYECTO : PLANO : UBICACION : PROYECTA : LAMINA : ESPECIALIDAD : DETALLE DE CONEXION DOMICILIARIA SANEAMIENTO BASICO

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, boxes, DETAIL, details, dimensions, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, mailboxes, maquinas, maschinenrauminstallations, networks, provision, sewer, system, wasser bestimmung, water