Manholes DWG Detail for AutoCAD

Manholes DWG Detail for AutoCAD

Constructive details of typical manhole according norms Inform and Empagua – Guatemala

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

Planning construction, draft:, owner:, content:, address:, owner, Dipco. S.a., sanitary, sewerage, County tejutla, Municipality of tejutla, manhole, Details, scale:, design:, drawing:, calculation:, date:, Indicated, Dipco s.a., June, architecture, facilities, constructive, topography, Sheet no., Www.dipcosa.com, Tel., zone, review, structural:, Architectural, Ing. structural, Wannabe, Municipality: tejutla, Flat loft, The manhole covers should be identified with the nomenclature of the general network plane. The concrete must have a proportion of the mortar should be made of cement sand of river with proportion the wells of the wells should be used according to specifications a.c.i. Before installation. The steel used will be the pipe of fall in wells for collectors until of sera of for collectors greater of sera of, Specifications, Typical well of visit, With entrances, Well detail, With greater fall of, Well detail, scale, Steps each, bricks, see detail, Interior hoofing, see detail, front, see detail, curb, filling, variable, diameter, channel, Concrete brick, Can be made of, variable, variable, filling, Esc., Whistle, channel, entry, Pend. Tube, departure, Pend. Tube, dimensions, The typical well, filling, variable, scale, section, scale, section, scale, filling, The typical well, dimensions, Arrival tube, channel, section, scale, section, scale, D. Min., Rec., variable, T. arrival, D. variable, Rec., scale, plant, Diameter well, channel, diameter, Variable tube, on end, brick, both of them, senses, ring, both senses, Floor cover section, scale, plant, scale, Dimensions: the, Typical well, Down tube, D. variable, Arrival tube, plant, scale, Section h ‘, scale, Well wall, D. Min, Step detail, scale, Spiky brick, Hoops, Esl., Sieze, inside, Spiky brick, Detail of brocal well, scale, Scale of impression

Raw text data extracted from CAD file:

\A1;0.24 \A1;1.20 \A1;0.24 \A1;VARIABLE \A1;VARIABLE \A1;1.20 \A1;0.20 \A1;0.30 \A1;0.24 \A1;1.20 \A1;0.24 \A1;VARIABLE \A1;VARIABLE (0.70 MIN.) \A1;0.30 \A1;0.84 \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.78 \A1;0.20 \A1;0.23 \A1;0.15 \A1;0.38 \A1;0.30 \A1;0.12 \A1;0.84 \A1;0.12 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.08 \A1;0.20 \A1;0.26 \A1;0.58 \A1;0.26 DISEÑO, PLANIFICACION Y CONSTRUCCION O F I C I O C A R T A PROYECTO: PROPIETARIO: CONTENIDO: DIRECCION: PROPIETARIO DIPCO. S.A. f. f. SANITARIO ALCANTARILLADO MUNICIPIO TEJUTLA MUNICIPALIDAD DE TEJUTLA POZO DE VISITA DETALLES ESCALA: DISEÑO: DIBUJO: CALCULO: FECHA: INDICADA DIPCO S.A. DIPCO S.A. DIPCO S.A. JUNIO 2009 ARQUITECTURA INSTALACIONES CONSTRUCTIVO TOPOGRAFIA HOJA No. www.dipcosa.com Tel. 2465-5647 & 2465-5623 5ave. 3-24 ZONA 9 REVISION REVISION ESTRUCTURAL: ARQUITECTONICA: ING. ESTRUCTURAL f. DESEÑADOR f. Municipio: Tejutla Departamento : San Marcos \A1; \A1; \A1; \A1; \A1; \A1; \A1; 1. LAS TAPADERAS DE LOS POZOS DE VISITA DEBERAN IDENTIFICARSE CON LA NOMENCLATURA DEL PLANO DE RED GENERAL. 2. EL CONCRETO DEBERA TENER UN Fc' = 210 Kg/cm2 PROPORCION 1:2:3:5. 3. EL MORTERO DEBERA SER DE CEMENTO Y ARENA DE RIO CON PROPORCION 1:3. 4. LOS BROCALES Y LAS TAPADERAS DE LOS POZOS DEBERAN USARSE SEGUN ESPECIFICACIONES A.C.I. ANTES DE SU INSTALACION. 5. EL ACERO A UTILIZAR SERA Fy = 2810 Kg/cm2. 6. LA TUBERIA DE CAIDA EN POZOS PARA COLECTORES HASTA DE 24" SERA DE 8", PARA COLECTORES MAYORES DE 24" SERA DE 12". ESPECIFICACIONES POZO DE VISITA TIPICO CON 3 ENTRADAS DETALLE DE POZO CON CAIDA MAYOR DE 0.70m. DETALLE DE POZO ESCALA 1/20. ESCALONES A CADA 5 LADRILLOS VER DETALLE Ø 3/4" REPELLO Y CERNIDO INTERIOR VER DETALLE TAPADERA \A1; VER DETALLE BROCAL \A1; RELLENO RELLENO VARIABLE DIAMETRO TUBO) CANAL (MEDIO LADRILLO O CONCRETO PUEDE HACERSE DE 0.10 0.24 1.20 0.24 0.10 VARIABLE 0.15 VARIABLE 1.20 0.20 RELLENO RELLENO ESC. Ø 3/8" 0.05 0.05 0.30 REPELLO + CERINDO 0.05 CANAL (MEDIO TUBO) ENTRADA PEND. DE TUBO SALIDA PEND. DE TUBO 0.10 0.24 1.20 0.24 0.10 DIMENSIONES LAS DEL POZO TIPICO RELLENO RELLENO VARIABLE E E ESCALA 1/20. SECCION A-A' ESCALA 1/20. SECCION B-B' SECCION D-D' ESCALA 1/20. RELLENO RELLENO LAS DEL POZO TIPICO DIMENSIONES J' J TUBO DE LLEGADA \A1;0.10 45º \A1; \A1; Ø 3/8" CANAL SECCION F-F' ESCALA 1/20. SECCION G-G' ESCALA 1/20. G H' H D. MIN. 8" REC. 0.10 \A1; \A1; VARIABLE (0.70 MIN.) T. LLEGADA D. VARIABLE 0.30 REC. 0.10 REC. 0.10 ESCALA 1/20. PLANTA DIAMETRO POZO 1.20 (MEDIO TUBO) CANAL DIAMETRO TUBO VARIABLE \A1; DE PUNTA LADRILLO \A1; A A' B B' 0.84 0.04 0.08 0.12 0.12 0.12 0.12 0.12 0.08 0.04 C' C Ø 1/2" AMBOS \A1; SENTIDOS ARO Ø 1/2" 0.04 0.08 0.12 0.12 0.12 0.12 0.12 0.08 0.04 0.04 0.04 0.12 0.03 0.04 0.03 0.78 0.03 Ø 1/2" AMBOS SENTIDOS TAPADERA POZO, PLANTA + SECCION C-C' ESCALA 1/10. PLANTA E-E' ESCALA 1/20. D' D DIMENSIONES: LAS DEL POZO TIPICO TUBO DE BAJADA D. VARIABLE D. VARIABLE TUBO DE LLEGADA \A1; \A1; 0.10 0.10 0.20 F' F PLANTA J-J' ESCALA 1/20. SECCION H - H' ESCALA 1/10. MURO POZO D. MIN 8" DETALLE DE ESCALON ESCALA 1/10. 0.23 0.15 0.05 0.05 LADRILLO DE PUNTA Ø 3/4" \A1; 0.05 0.38 0.05 Ø 3/4" 0.30 3 AROS Ø 1/2" ESL. Ø1/4 @ 0.15 0.12 0.84 0.12 0.10 0.10 0.12 0.08 0.20 0.26 0.58 0.26 REPELLO + CERNIDO INTERIOR \A1; \A1; \A1; LADRILLO DE PUNTA DETALLE DE BROCAL POZO ESCALA 1/10. 11/11 ESCALA DE IMPRESION 1/100

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, constructive, DETAIL, details, DWG, guatemala, kläranlage, manhole, manholes, norms, treatment plant, typical