Drain Mailboxes Detail DWG Detail for AutoCAD

Drain Mailboxes Detail DWG Detail for AutoCAD

Presents the construction details of the mailboxes to a sewerage system

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

Efigenio donato mendocilla, sheet, district:, province:, freedom, Viru, Department:, flat, Viru, March, date, draft:, designer, Esc., Projection of, drawing, Engineering services geodesy, Location, J.h.c.s., Department, Provincial municipality of viru, approved, Provincial mayor of viru, sewerage, Profiles, Longitudinal, hamlet:, Low huancaquito, first stage, Box detail, plant, Max, top, plant, Cut c ‘, anchorage, Internal wall liza, top, ceiling, top, ceiling, Max., Plastered channel, Variable max, Internal wall liza, Cut to ‘, Cut b ‘, Of concrete f’c, Fc, F’c channel, Fc, of cement, anchorage, wall, ceiling, of cement, Fc, F’c channel, Fc, Of concrete f’c, Compact sieved earth, Support bed selected, variable, Asphaltic, Base of asserted, Sub base granular material, Trench fill, Figure no, Flexible floor structure, N.p., Max, Channel detail, Boot mailbox, Channel detail, mailbox, Channel detail, Mailbox armor for mailboxes, Cover of concrerto, Fc, Cover of concrerto, Fc, Mailbox of, scale, Mailbox armor for mailboxes, Slab thickness, Kg weight, Throughout the structure the steel will be, For the preparation of the concrete will use cement type, Techniques, Fc, Fy, Coating, Mailbox of, Coating, Fy, Fc, Kg weight, Slab thickness, Throughout the structure the steel will be, For the preparation of the concrete will use cement type, Techniques, Sweet iron platter, Iron, top, Mailbox of, Reinforced concrete cover, For drainage boxes, Cut b ‘, Platinum in angle, Fc, Fy, Coating, Techniques, scale, plant, Drain box, side view, Cut to ‘, top view, plant, detail, Cut to ‘, detail, stirrup, scale, Detail of frame drain cap, front view, framework, scale, framework, top, Mesh of faith, mesh, Cover detail, Strings, Techniques, Coating m., Fy, Fc, Fc, Techniques, Fy, Coating m., of cement, Fc, F’c channel, Fc, Of concrete f’c, ceiling, top, Cut b ‘, Internal wall liza, Plastered channel, Max., anchorage, ceiling, Max., Internal wall liza, Cut to ‘, Variable min, Steel armor will be used in case the box exceeds m., Mailbox details, front view, Indicated, September, sheet, date, scale, flat, draft, Mailbox details, Indicated, September, sheet, date, scale, flat, Mailbox details, Indicated, September, sheet, date, scale, flat, draft, Mailbox details, Indicated, September, sheet, date, scale, flat, Mailbox details

Raw text data extracted from CAD file:

\A1;0.60 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.61 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.59 \A1;R = 0.30 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;D = 1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.30 \A1;<VARIABLE> \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;L \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.15 \A1;R = 0.30 \A1;0.15 \A1;0.90 \A1;0.15 \A1;R = 0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.08 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.08 \A1;0.07 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.07 \A1;0.65 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.65 \A1;0.05 \A1;0.70 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.25 \A1;0.05 \A1;0.35 \A1;0.20 \A1;0.05 \A1;0.60 \A1;0.30 \A1;0.25 \A1;0.05 \A1;0.05 \A1;0.02 \A1;0.07 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.70 \A1;0.025 \A1;0.025 \A1;0.30 \A1;0.025 \A1;0.025 \A1;0.40 \A1;0.025 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.025 \A1;0.70 \A1;0.025 \A1;0.050 \A1;0.020 \A1;0.025 \A1;0.025 \A1;0.020 \A1;0.050 \A1;0.070 \A1;0.40 \A1;0.07 \A1;0.05 \A1;0.64 \A1;0.02 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.34 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.30 EFIGENIO DONATO MENDOCILLA LAMINA : DISTRITO: PROVINCIA: LA LIBERTAD VIRÚ DEPARTAMENTO: PLANO : VIRÚ MARZO - 2006 FECHA : PROYECTO: PROYECTISTA : 1/2000 ESC. : PROYECCION DE DIBUJO : SERVICIOS DE INGENIERIA Y GEODESIA UBICACION : J.H.C.S. DEPARTAMENTO D E O B R A S MUNICIPALIDAD PROVINCIAL DE VIRÚ APROBADO : ALCALDE PROVINCIAL DE VIRÚ ALCANTARILLADO -HUANCAQUITO BAJO- PERFILES LONGITUDINALES CASERIO: HUANCAQUITO BAJO PRIMERA ETAPA P- 02 5 de 10 5 5 5 5 5 DETALLE DE BUZON A PLANTA A' B B' 5 5 5 5 5 max max TAPA 5 PLANTA ( CORTE : C - C' ) c' c 5 5 5 5 5 5 5 5 5 5 5 5 ANCLAJE PARED (superficie interna liza ) TAPA TECHO TAPA TECHO max. max. CANALETA ENLUCIDO 1:2 5 5 5 5 5 VARIABLE max 1.50 PARED (superficie interna liza ) NP NP ( CORTE : A - A' ) ( CORTE : B - B' ) \LCLASES DE CONCRETO F'c -TECHO F'c = 210 Kg/cm2 -PARED, SOLADO, CANALETA F'c = 210 Kg/cm2 -ANCLAJE F'c = 140 Kg/cm2 -USO DE CEMENTO V 5 6 d 3/8" 5 6 d 3/8" 5 5 5 5 5 ANCLAJE PARED TECHO -USO DE CEMENTO V -ANCLAJE F'c = 140 Kg/cm2 -PARED, SOLADO, CANALETA F'c = 210 Kg/cm2 -TECHO F'c = 210 Kg/cm2 \LCLASES DE CONCRETO F'c \A1;SOLADO \A1;SOLADO 5 5 5 <> 5 \A1;ZARANDA TIERRA CERNIDA Y COMPACTADA CAMA DE APOYO (material seleccionado ) . \A1;TUBERIA VARIABLE <VARIABLE> \A1;CARPETA ASFALTICA BASE DE AFIRMADO SUB BASE ( material granular ) 5 5 5 RELLENO DE ZANJA FIGURA Nº 1 FIGURA Nº 2 ESTRUCTURA DE PAVIMENTO FLEXIBLE N.P. 5 5 5 max max 5 5 5 5 5 5 5 DETALLE DE CANALETAS BUZÓN DE ARRANQUE 5 L L L L L L DETALLE DE CANALETAS L L L L L L L L L L L = 0.30 ( BUZON D = 1.20 ) L = 0.40 ( BUZON D = 1.50 ) L = 0.40 ( BUZON D = 1.50 ) L = 0.30 ( BUZON D = 1.20 ) DETALLE DE CANALETAS ARMADURA DE TECHO PARA BUZONES 0.30 0.60 0.30 0.15 0.15 R = 0.30 TAPA DE CONCRERTO F'c = 350 Kg/cm2 0.15 0.90 0.15 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 TAPA DE CONCRERTO F'c = 350 Kg/cm2 R = 0.30 0.15 0.15 2 d 1/2" @ 0.10 2 d 1/2" @ 0.10 2 d 1/2" @ 0.10 2 d 1/2" @ 0.10 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 ( BUZON DE D = 1.20) 0.15 1.20 0.15 ( Escala 1:25 ) ( Escala 1:25 ) ARMADURA DE TECHO PARA BUZONES ESPESOR DE LOSA = 0.20 m PESO = 25.50 Kg EN TODA LA ESTRUCTURA EL ACERO SERA d 1/2" PARA LA PREPARACION DEL CONCRETO SE USARA CEMENTO TIPO V \LESPECIFICACIONES TÉCNICAS \LPARRILLA F'c = 210 Kg/cm2 F'y = 4200 Kg/cm2 Recubriento = 0.03 cm2 ( BUZON DE D = 1.50) \LPARRILLA Recubriento = 0.03 cm2 F'y = 4200 Kg/cm2 F'c = 210 Kg/cm2 PESO = 25.50 Kg ESPESOR DE LOSA = 0.20 m EN TODA LA ESTRUCTURA EL ACERO SERA d 1/2" PARA LA PREPARACION DEL CONCRETO SE USARA CEMENTO TIPO V \LESPECIFICACIONES TÉCNICAS B' B' B B PLATINA DE FIERRO DULCE FIERRO DE d 1/2" @ 0.10 m FIERRO DE d 1/2" @ 0.10 m TAPA 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 BUZON DE D = 1.50 TAPA DE CONCRETO ARMADO PARA BUZONES DE DESAGUE 5 ( CORTE B - B' ) PLATINA d 3/8" EN ANGULO 5 5 2 d 1/2" @ 0.10 c/s F'c = 350 Kg/cm2 F'y = 4200 Kg/cm2 Recubriento = 0.02 m \LESPECIFICACIONES TÉCNICAS ( ESCALA 1 . 10 ) ESCALA 1/10 ) 5 5 5 5 5 5 5 5 5 5 5 A A' PLANTA 5 5 5 5 5 5 5 5 CAJA DE REGISTRO DE DESAGUE 5 5 5 5 VISTA LATERAL CORTE A - A' VISTA SUPERIOR 5 5 5 5 5 5 5 5 5 5 A' A 0.025 0.025 5 0.025 0.025 5 0.025 0.025 5 0.025 0.025 5 PLANTA DETALLE 1 CORTE A - A' 5 5 5 5 5 5 5 5 DETALLE 1 ESTRIBO d 1/4" 3 d 3/8" ESCALA 1/3 DETALLE DE MARCO Y TAPA DE \LCAJA DE DESAGUE 5 5 VISTA FRONTAL ( MARCO ) ESCALA 1/10 ESCALA 1/10 MARCO TAPA 5 5 MALLA DE Fe d 3/8" @0.10 5 5 5 5 5 MALLA d 3/8" @0.10 DETALLE DE TAPA ( ESTRCTURAS ) \LESPECIFICACIONES TÉCNICAS Recubriento = 0.02 m. F'y = 4200 Kg/cm2 F'c = 210 Kg/cm2 5 F'c = 210 Kg/cm2 \LESPECIFICACIONES TÉCNICAS F'y = 4200 Kg/cm2 Recubriento = 0.02 m. 5 5 -USO DE CEMENTO V -ANCLAJE F'c = 140 Kg/cm2 -PARED, SOLADO, CANALETA F'c = 210 Kg/cm2 -TECHO F'c = 210 Kg/cm2 \LCLASES DE CONCRETO F'c NP NP 5 TECHO TAPA TAPA 5 5 5 5 \A1;SOLADO ( CORTE : B - B' ) PARED (superficie interna liza ) 5 5 5 5 CANALETA ENLUCIDO 1:2 max. ANCLAJE 5 5 c' 6 d 3/8" 6 d 3/8" TECHO 5 \A1;SOLADO max. PARED (superficie interna liza ) 5 5 5 5 c ( CORTE : A - A' ) 5 VARIABLE min 1.50 \LNOTA SE EMPLEARA ARMADURA DE ACERO EN CASO QUE EL BUZON SUPERE LOS 2.80 m. (ESCALA 1/25) (ESCALA 1/25) DETALLES DE BUZONES VISTA FRONTAL INDICADA SETIEMBRE 2007 DB-01 LÁMINA : FECHA : ESCALA : PLANO : PROYECTO : DETALLES DE BUZONES INDICADA SETIEMBRE 2007 LÁMINA : FECHA : ESCALA : PLANO : DETALLES DE BUZONES INDICADA SETIEMBRE 2007 DB-02 LÁMINA : FECHA : ESCALA : PLANO : PROYECTO : DETALLES DE BUZONES INDICADA SETIEMBRE 2007 DB-03 LÁMINA : FECHA : ESCALA : PLANO : DETALLES DE BUZONES DB-04

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, DETAIL, details, drain, DWG, kläranlage, mailboxes, presents, sewerage, stormwater drainage, system, treatment plant