Reinforced Concrete Storm Sinks DWG Block for AutoCAD

Reinforced Concrete Storm Sinks DWG Block for AutoCAD

Sinks profile concrete pavement streets

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

Long Precamara variable, variable, Conduit connection, sink, variable, variable, Cond., Cond., Of conduit, Coating with geotextile polyethylene film microns techniques overlap coated length. Rules for all ducts., Project Manager:, Consulting oscar g. Grimaux associates s.a.t., Work av. Of May between av. Cacuí av. Fontana entre av. Of may av. Alvear streets of fontana, Provincial chaco province road direction, draft:, M.p., General planialtimetry sgo. From the flat estuary, Ing. Pedro a. G. Beltramino, revised:, B.w., Approved:, P.a., H: v:, archive:, scale:, flat:, camera, Precamara, cord, Compacted ground, Compacted ground, Cut by, Floor profile, normal, Floor profile, modified, Cut by, sense of, the current, sense of, the current, sense of, Current in both directions, One-way current, Floor modification, Length of landfill, Main armor, distribution, reinforcement, mesh, Hole for handling, Cord level, In prog. Of position, Sidewalk of tiles, Floor view without covers, Floor profile, modified, Floor profile, normal, level of, conduit, Armor pre-wrap cap, Handling, Main armor, distribution, mesh, reinforcement, Armor cap camera, Seat base, Detail armor cut by, Beam cord, its T., reinforcement, reinforcement, Cut by, Type vn, Type vn, Compacted ground, Hole for, Project Manager:, Provincial chaco province road direction, draft:, Pavement type floor plan type, revised:, Approved:, archive:, scale:, flat:, Charata Chaco, Project Manager:, Provincial chaco province road direction, draft:, Pavement type floor plan type, revised:, Approved:, archive:, scale:, flat:, Beautiful chaco countryside, Project Manager:, Provincial chaco province road direction, draft:, Pavement type floor plan type, revised:, Approved:, archive:, scale:, flat:, Beautiful chaco countryside

Raw text data extracted from CAD file:

1.00 0.15 1.30 1.47 1.10 0.30 0.15 0.55 0.15 0.15 Long. Precamara = Variable 0.15 0.15 1.90 0.30 0.30 0.15 1.00 0.15 Variable Variable variable conducto conexion 0.17 0.15 1.00 0.15 0.20 0.15 0.14 1.00 H Sumidero Variable 0.15 0.30 0.15 0.17 0.14 0.05 1.00 0.30 n L n L L A A 0.55 Variable 0.65 1.25 0.15 0.20 0.05 Cond. 0.30 0.25 0.15 Cond. \A1; de conducto + 0.60 \A1;0.08 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.08 \A1;0.08 \A1;0.08 \A1;0.08 \A1;0.08 \A1;0.10 (a) Recubrimiento con geotextil y film de polietileno 140 micrones s/especificaciones técnicas Solape = 10% de la longitud recubierta. Rige para todos los conductos. (a) Recubrimiento con geotextil y film de polietileno 140 micrones s/especificaciones técnicas Solape = 10% de la longitud recubierta. Rige para todos los conductos. DIRECTOR DE PROYECTO: Consultoría Oscar G. Grimaux y Asociados S.A.T. OBRA N°4: Av. 25 de Mayo entre R.N.N°11 y Av. Cacuí - Av. Fontana entre Av. 25 de Mayo y Av. Alvear - Calles varias de Fontana DIRECCION DE VIALIDAD PROVINCIAL - PROVINCIA DEL CHACO PROYECTO: P.M.F. PLANIALTIMETRÍA GENERAL - Sgo. DEL ESTERO Plano 19 ING. PEDRO A. G. BELTRAMINO REVISÓ: P.E.B. APROBÓ: P.A.B. H: 1:500 V: 1:50 Ob4-C3-PA Lam_Ob4-C3-PA ARCHIVO: ESCALA: PLANO: -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 -3.010256488250135 3.587147394235203 3.587147394235203 3.587147394235203 3.587147394235203 3.587147394235203 3.587147394235203 3.587147394235203 3.523177058416394 3.587147394235203 3.587147394235203 3.587147394235203 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 -3.443679050133412 1.406120893068916 1.406120893068916 1.406120893068916 1.406120893068916 1.406120893068916 1.406120893068916 1.406120893068916 4.159092843552131 4.159092843552131 4.159092843552131 4.159092843552131 4.212698905685883 4.212698905685883 4.212698905685883 4.212698905685883 4.159092843552131 -2.06300009724157 -2.06300009724157 0.3463152470858688 0.3463152470858688 0.4100969065074764 0.4100969065074764 -1.733568335635198 -1.733568335635198 3.587147394235203 3.587147394235203 d CAMARA PRECAMARA CORDON Terreno Compactado -3.443679050133412 -3.443679050133412 d Terreno Compactado CORTE POR B-B Perfil Pavimento Normal Perfil Pavimento Modificado CORTE POR C-C Sentido de la Corriente la Corriente Sentido de la Corriente Sentido de Corriente en Ambos Sentidos Corriente en un Solo Sentido Modificacion Pavimento L (m) = 1.50 + 0.50 x n A (m) = 0.90 + 0.30 x n n (m) = Longitud del Vertedero Armadura Principal 3 d 10 (Abajo) Reparticion 1 d 6 c/20 (Abajo) Refuerzo d 6 (Arriba) Malla 20x20 Orificio para Manipuleo 2 c/u 8 x 2.5 cm -3.443679050133412 i = 8% i = 8% Nivel de Cordon en Prog. de Posicion Vereda de Losetas VISTA EN PLANTA SIN TAPAS A A B B Perfil Pavimento Modificado Perfil Pavimento Normal Nivel de Conducto 3.587147394235203 3.587147394235203 3.523177058416394 ARMADURA TAPA PRECAMARA Manipuleo 2 c/u 8 x 2.5 cm (Abajo) 3 d 10 Armadura Principal (Abajo) Reparticion 1 d 6 c/20 (Arriba) Malla 20x20 Refuerzo d 6 ARMADURA TAPA CAMARA 4 d 6 1 d 6 c/0.20 Base Asiento H° P° Base Asiento H° P° 4 d 6 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 4 d 6 4 d 6 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 DETALLE ARMADURA - CORTE POR A-A 8 d 10 Viga Cordon Est. 1 d 6 c/20 Refuerzo 2 d 6 2.551394464999845 d Refuerzo 2 d 6 4 d 6 4 d 6 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 1 d 6 c/0.20 CORTE POR B-B CORTE POR A-A Tipo E VN C C -3.607739158649835 Tipo E VN -3.607739158649835 1.676611264942949 1.676611264942949 Terreno Compactado Orificio para DIRECTOR DE PROYECTO: DIRECCION DE VIALIDAD PROVINCIAL - PROVINCIA DEL CHACO PROYECTO: Plano Tipo de Sumidero de Calles de Pavimento REVISÓ: APROBÓ: ARCHIVO: ESCALA: PLANO: CHARATA - CHACO DIRECTOR DE PROYECTO: DIRECCION DE VIALIDAD PROVINCIAL - PROVINCIA DEL CHACO PROYECTO: Plano Tipo de Sumidero de Calles de Pavimento REVISÓ: APROBÓ: ARCHIVO: ESCALA: PLANO: HERMOSO CAMPO - CHACO DIRECTOR DE PROYECTO: DIRECCION DE VIALIDAD PROVINCIAL - PROVINCIA DEL CHACO PROYECTO: Plano Tipo de Sumidero de Calles de Pavimento REVISÓ: APROBÓ: ARCHIVO: ESCALA: PLANO: HERMOSO CAMPO - CHACO

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, concrete, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, pavement, profile, provision, rain, reinforced, sinks, storm, streets, wasser bestimmung, water