Through Storm Drain Masonry DWG Detail for AutoCAD

Through Storm Drain Masonry DWG Detail for AutoCAD

Duct storm drain masonry and reinforced concrete details.

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

Blade #, Plan no, tube:, Scales, approved:, Road engineering direction, Ing. Hugo Grabuyevski, place date, resistance, work:, section:, draft:, study:, to. R. Martinez, object:, Avenue between street avenue, Construction of simple concrete paving with integral cord., Planialtimetry of avenue project, Townhouse roque saenz, Ing. Hugo Grabuyevski, Provincial chaco road, Street, Presidency roque sáenz peña, Street, My, Variable max, Brick masonry, Top chained beam., Base of h ° a °., Settled in concrete, Variable max, Removable concrete lids., Detail a., Detail b., Detail a., Detail b., Plaster of cm thick., concrete, Mm cm., Mm cm., Mm cm., Mm cm., Rep. Mm cm., Mm cm., Cover detail, Base detail, Drain pipe, development, natural terrain, Plan no, Scales, Urban pavement, work, Charata, Flat type of storm drain

Raw text data extracted from CAD file:

Lámina Nº Plano Nº TUBO: V= 1:250 H= 1:1000 ESCALAS VP Aprobado: DIRECCIÓN DE INGENIERíA VIAL Ing. Hugo Grabuyevski Lugar y fecha Resistencia - 2.005 Obra: Tramo: Proyecto: Estudio: A. R. Martinez Objeto: AVENIDA 33, ENTRE CALLE 12 Y AVENIDA 28. CONSTRUCCIÓN DE PAVIMENTO DE HORMIGÓN SIMPLE CON CORDÓN INTEGRAL. PLANIALTIMETRIA DE PROYECTO AVENIDA 33 PAVIMENTO URBANO -PCIA. ROQUE SAENZ PEÑA- Ing. Hugo Grabuyevski \fTechnicBold|b0|i0|c2|p2;\C1;DIRECCIÓN DE VIALIDAD PROVINCIAL CHACO Calle 12 Calle 26 Calle 24 Calle 14 Calle 16 S E O n Presidencia Roque Sáenz Peña Calle 1 Calle 28 Calle 33 Calle 2 Calle 18 Calle 20 Calle 22 Mis documentos/SAMS/PresRoqueS.Peña/PlaniCompletaProyecto_33.dwg 0.60-0.80 H = Variable máx 1.10 m 0.12 0.12 0.30 0.15 0.15 0.14 0.07 0.12 0.30 0.30 0.50 1.10 0.12 0.12 1.40 0.25 0.12 0.36 0.12 0.25 0.05 0.05 0.05 0.05 1.05 0.30 Mamposteria de ladrillos comunes, Viga de encadenado superior. Base de Hº Aº. asentados en concreto (1:3). 0.60-0.80 H = Variable máx 1.10 m 0.12 0.12 0.30 Tapas removibles de hormigón. DETALLE A. DETALLE B. DETALLE A. DETALLE B. Revoque de 1 cm de espesor. Concreto 1:3. 0.15 0.15 d = 6 mm c/30 cm. 0.14 d = 6 mm 0.07 d = 10 mm c/20 cm. 0.12 d = 10 mm c/12 cm. d = 6 mm 0.30 0.30 0.50 1.10 d = 10 mm c/20 cm. Rep. 1 d = 6 mm c/30 cm. Rep. 1 d = 6 mm c/30 cm. 0.12 0.12 1.40 d = 6 mm d = 6 mm d = 10 mm c/12 cm. DETALLE DE TAPA (Planta) DETALLE DE TAPA (Corte) DETALLE DE BASE (Corte) CONDUCTO DE DESAGÜE 0.25 0.12 0.36 0.12 0.25 0.05 0.05 0.05 0.05 1.05 1 1 1 1 2 2 2 Desarrollo 1.15 m Desarrollo 1.20 m Terreno Natural Terreno Natural 0.30 PLANO nº ESCALAS PAVIMENTO URBANO OBRA CHARATA - CHACO- PLANO TIPO DE DESAGÜE PLUVIAL

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, concrete, conduit, DETAIL, details, drain, duct, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, masonry, provision, reinforced, sewer, storm, wasser bestimmung, water