Fiber Cement Reservoir 30m3 DWG Block for AutoCAD

Fiber Cement Reservoir 30m3 DWG Block for AutoCAD

Reservoir with chiken wire5/8

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

plant, Esc., Southern iron mm., Parallel iron mm., Perimeter iron mm., Armor of the dome, Of the joint, see detail, Stairway detail, Overflow, Water level m., structure, Brick, Mouth of visit, Hexagonal mesh, Foundation, C. Cyclopean, departure, drain, entry, Stone re-planting, Esc., cut, camera of, Valves, Face of the hexagonal mesh, Mm., Iron section for, Bottom slab reinforcement, Esc., To fold in the wall, Welded mesh type, Hexagonal mesh, Impermeable plaster, Iron, Armed detail, Stone bed, Hexagonal mesh, meeting, Tar pitch, Iron reinforcement mm., cap, Hexagonal mesh, welded Mesh, plaster, Impermissible, of the, Detail of the joint, entry, Basket of, drain, departure, departure, gate valve, Of valves, Camera detail, Parallel wires, Formwork board, Guide shape cut, Mouth of visit, Triplay table section, Alfajias, Stairway detail, Southern iron, Perimeter iron, Exogonal mesh layers, your B. cleaning, your B. Overflow, gate valve, Mouth of visit, Pipe p.v.c, Location of drains, Esc., Perimeter alfajias, Plywood, table of, Alternative no, Chopped board, Machimbrada, Wood triplay, Typical armed, Formwork, Min., Base stone, gravel, Heavy gravel, Plastic tarpaulin, Tube section, Drain outlet, Drain details, General shape of the cupula formwork, Esc., Template for dome typical in dome, Esc., Armor of the dome, Esc., elevation, Alternative no, Dist, Prov .:, Dpto .:, Cajamarca, Reservoir, designer:, flat:, sheet:, Indicated, date:, scale:, draft:

Raw text data extracted from CAD file:

\A1;.25 \A1;1.00 \A1;.15 \A1;.05 \A1;.30 \A1;.15 \A1;.05 \A1;.15 \A1;.10 \A1;.05 \A1;.40 \A1;.10 \A1;.15 \A1;.30 \A1;.15 \A1;.05 \A1;.10 \A1;.20 \A1;.15 \A1;.80 \A1;.10 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;.05 \A1;.30 \A1;.30 \A1;33.00° \A1;.30 \A1;.30 \A1;33.00° \A1;0.47 \A1;0.20 \A1;0.36 \A1;2.20 \A1;1.00 \A1;0.30 \A1;MIN. 0.30 \A1;.50 \A1;.20 \A1;.10 \A1;.85 \A1;.25 \A1;.37 PLANTA ESC. 1/40 10 FIERRO MERIDIONAL d 3 mm. 15 20 25 30 35 40 45 50 55 60 5 5 FIERRO PARALELO d 3 mm. FIERRO PERIMETRAL d 8 mm. ARMADURA DE LA CUPULA 5 5 5 5 5 5 5 DE LA JUNTA VER DETALLE DETALLE DE ESCALERA DESBORDE NIVEL AGUA : 2.10 m. ESTRUCTURA DE LADRILLO BOCA DE VISITA BOCA DE VISITA MALLA EXAGONAL CIMENTACION C. CICLOPEO SALIDA DESAGUE ENTRADA REPLANTILLA DE PIEDRA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/40 CORTE A-A CAMARA DE VALVULAS CARA DE LA MALLA EXAGONAL 5/8" O 3/5" 1 d 6 mm. TRAMO DE FIERRO PARA ARMADURA DE LOSA DE FONDO ESC. 1/40 DOBLAR Y EMPOTRA EN LA PARED L=0.20 .20 .10 .20 .10 MALLA ELECTROSOLDADA TIPO MALLA EXAGONAL ENLUCIDO IMPERMIABILIZADO FIERRO DE d 6mm. DETALLE DE ARMADO PISO-PARED S/E CAMA DE PIEDRA MALLA EXAGONAL MALLA EXAGONAL 5/8" O 3/5" JUNTA BREA O ALQUITRAN FIERRO REFUERZO d 3 mm. CAPA MALLA EXAGONAL MALLA ELECTROSOLDADA ENLUCIDO IMPERMIABILIZADO S/E DE LA PARED-CUPULA DETALLE DE LA JUNTA .05 ENTRADA CANASTILLA DE DESAGUE SALIDA d 1" SALIDA d 3"-1" VALVULA COMPUERTA VALVULA COMPUERTA VALVULA COMPUERTA DE VALVULAS DETALLE DE CAMARA S/E 5 5 5 FIERROS PARALELOS d 3mm. 2.28 m. 5 5 TABLA PARA ENCOFRADO 2.28 m. CORTE DE FORMA GUIA 5 BOCA DE VISITA 0.47 SECCION TABLA TRIPLAY ALFAJIAS 5 10 15 20 25 30 35 40 45 50 55 60 0.20 0.36 DETALLE DE ESCALERA FIERRO MERIDIONALES d 3mm. FIERRO PERIMETRAL d 8mm. 60 55 50 45 40 35 30 25 20 15 10 5 MALLA EXOGONAL 2 Capas TUB. LIMPIEZA TUB. REBOSE VALVULA COMPUERTA BOCA DE VISITA S = 1 % L = 1.50 L = 1.0 L = 3.00 L = 1.00 S = 1 % TUBERIA P.V.C L = 3.00 m. UBICACION DE DRENES ESC. 1/40 5 5 ALFAJIAS PERIMETRALES CONTRAPLACADA TABLA DE 2"x3" ALTERNATIVA Nº 1 TABLA PICADA O MACHIMBRADA TRIPLAY O MADERA ARMADO TIPICO DE ENCOFRADO DE PARED S/E 0.30 MIN. 0.30 EMPEDRADO BASE GRAVILLA GRAVA GRUESA PAPEL ALQUITRANADO O PLASTICO TRAMO DE TUBO 0.15 SALIDA DESAGUE DETALLES DE DRENES S/E FORMA GENERAL DEL ENCOFRADO DE CUPULA ESC. 1/40 PLANTILLA PARA DOMO TIPICO EN CUPULA ESC. 1/40 ARMADURA DE LA CUPULA ESC. 1/40 ELEVACION ALTERNATIVA Nº 2 d 2" d 2" d 1" d 1" 5 \A1;.20 \A1;.10 \A1;.05 4.30 R2.20 5 5 5 5 DIST.: PROV.: DPTO.: CAJAMARCA DE 30.00 M3 RESERVORIO PROYECTISTA: PLANO: 6 - R LAMINA: INDICADA FECHA: ESCALA: PROYECTO: 3.60

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Plastic, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, cement, distribution, DWG, fiber, fornecimento de água, kläranlage, l'approvisionnement en eau, reservoir, supply, treatment plant, wasserversorgung, water, wire