Uptake By Filter Gallery; Cross The Watercourse DWG Full Project for AutoCAD

Uptake By Filter Gallery; Cross The Watercourse DWG Full Project for AutoCAD

Project uptake of water by filter gallery; cross the watercourse

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

Detail of cover slabs hºaº without scale, Cut esc., Cut esc., Bearing capacity of soil, Technical design conditions, characteristic, Service overload, value, Concrete resistance, Steel resistance ah, dosage, Shifter stone, dosage, Variable height, level, Plant without scale, Capturing chamber, Chamber of keys, Riverbed direction, Llp, To the pumping sand, entry, Key collection camera detail, plant, Capture by gallery transversal to the watercourse, Indicated, Plan n., date:, location:, code:, reviewed:, cartoonist:, designer:, scale:, of the, Capturing chamber, Chamber of keys, cut, River’s course, N. to., Llp, cut, Outlet to the pumping sand, Filter gallery, Outlet to the pumping sand, Layered material, Filter gallery, cut, N. to., Riverbed material, Waterproof floor, Filter gallery detail, Barbican, Toothbrush, Slab cover, quantity, Iron sheet, Total, Pos., scheme, distance, Weight t., Lengths, partial, total, Concrete, Armor covers of the chambers collector valves esc., River bank, Mºpº, Filter gallery per linear meter, Kg., cement, stone, Common sand, gravel, Cant, Unid., description, code, Cant, Unid., description, Stone masonry, Selected material mm., code, Water repellent, Excavation with exhaustion, Materials per unit volume reinforced concrete, Kg., cement, sand, gravel, Cant, Unid., description, code, Pos., Pos., Esc., Variable height, unscaled, Esc., Llp, Cleaning pipe, Pdte. Min., Llp, Cleaning pipe, Cleaning pipe, Selected material mm., Selected material mm., Metric metering sheet

Raw text data extracted from CAD file:

\A1;1.40 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;1.40 \A1;0.07 \A1;1.40 \A1;0.07 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.85 \A1;0.90 \A1;0.85 \A1;0.07 DETALLE DE TAPA LOSAS HºAº SIN ESCALA D D E E 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 CORTE D - D ESC. 1.25 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 15.95237954805791 CORTE E - E ESC. 1.25 15.95237954805791 15.95237954805791 Capacidad Portante del Suelo CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA Sobrecarga de servicio 1 Kg/cm2 100 Kg/m2 VALOR Resistencia Hormigón H20 204 Kg/cm2 4080 Kg/cm2 1:2:3 Resistencia Acero AH 400 Dosificación H°A° Dosificación H°C° 1:3:3; 50% piedra desplazadora Dosificación H°S° 1:3 \A1;L \A1;\U+22651.00 \A1;\U+22651.00 \A1;1.40 \A1;0.35 \A1;0.80 \A1;0.90 \A1;0.90 \A1;0.07 \A1;0.35 \A1;0.07 \A1;>1.00 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.20 \A1;0.20 \A1;H= Altura Variable \A1;1.00 \A1;1.00 \A1;1.40 \A1;0.20 \A1;1.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.15 \A1;0.95 \A1;0.80 \A1;0.15 \A1;0.15 \A1;1.10 \A1;0.80 \A1;L \A1;1.80 \A1;0.80 \A1;0.30 \A1;0.50 \A1;0.80 \A1;0.50 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.80 \A1;0.50 \A1;0.95 \A1;1.40 \A1;1.6782 \A1;1.2810 \A1;0.9219 \A1;0.2799 \A1;1.6782 \A1;1.2810 \A1;0.9219 \A1;0.2799 \A1;1.6782 \A1;1.2810 \A1;0.9219 \A1;0.2799 NIVEL PLANTA SIN ESCALA Cámara de Captación Cámara de Llaves Dirección Cauce del Río L UU Llp Al Desarenador o Bombeo Ingreso DETALLE DE CAMARA DE CAPTACION Y DE LLAVES PLANTA C C CAPTACION POR GALERIA FILTRANTE, TRANSVERSAL AL CURSO DE AGUA INDICADAS 1 DE 1 PLANO N. FECHA: LOCALIDAD: CODIGO: REVISADO: DIBUJANTE: PROYECTISTA: ESCALA: (NOMBRE DEL PROYECTO) Cámara de Captación Cámara de Llaves B B CORTE B-B Curso del Río N. A. UU Llp CORTE C-C Salida Al Desarenador o Bombeo Galería Filtrante Galería Filtrante Galería Filtrante H°A° Salida Al Desarenador o Bombeo MaterialClasificado por capas Galería Filtrante CORTE A-A A A \U+22651.00 \U+22651.00 N. A. Material de Lecho del Río Suelo Impermeable DETALLE DE GALERIA FILTRANTE Barbacanas d 1" Dentellón Tapa Losa H°A° CANTIDAD PLANILLA DE FIERROS a 3 b b c a a 5 4 a TOTALES 1 2 POS. a b ESQUEMA ø DISTANCIA a (m) PESO T. LONGITUDES (m) PARCIAL b a c KG/M TOTAL (kg) 0.16 6 12 1.35 0.05 1.45 17.4 0.222 3.86 a 0.20 6 0.31 0.31 9.92 0.222 2.20 0.20 6 0.86 0.86 4.30 0.222 0.95 0.17 6 0.76 0.76 4.56 0.222 1.01 - 12 0.15 0.10 0.05 0.45 4.50 0.888 4.00 32 5 6 12 1 HORMIGÓN CICLÓPEO 50% PIEDRA DESPLAZADORA (POR M3) 2 5 4 3 ARMADURA TAPAS DE LAS CAMARAS RECOLECTORA Y VALVULAS ESC. 1:25 Ribera del Río Ribera del Río MºPº GALERIA FILTRANTE ( POR METRO LINEAL ) Kg. m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION 150 0.50 0.25 0.35 CODIGO ET-MP-01 ET-MP-02-01 ET-MP-02-02 CANT. UNID. DESCRIPCION m3 Mampostería de piedra 1.45 m3 Material seleccionado 25 a 40 mm. 0.8 m3 1.40 CODIGO ET-CO-10-01 - Revoque Impermeable ET-CO-12-01 m3 10.00 Excavación con Agotamiento ET-CO-04-01-02 ET-MP-02-03-02 MATERIALES POR UNIDAD DE VOLUMEN HORMIGÓN ARMADO (POR M3) Kg. m3 m3 Cemento Arena Grava CANT. UNID. DESCRIPCION 350 0.45 0.85 CODIGO ET-MP-01 ET-MP-02-01 ET-MP-02-02 5 5 POS. POS. POS. POS. POS. 5 POS. 5 5 5 5 5 5 ESC. 1:50 >1.00 5 5 5 5 5 5 H= Altura Variable 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC.1:25 L SIN ESCALA 5 5 ESC. 1:40 5 5 5 5 5 5 5 5 UU Llp Tubería de Limpieza 2% Pdte. min. 2% Pdte. min. UU Llp Tubería de Limpieza 5 Tubería de Limpieza 5 5 m3 Material seleccionado 10 a 25 mm. 1 - m3 Material seleccionado 2 a 10 mm. 1.20 - PLANILLA DE COMPUTOS METRICOS UU UU UU UU PL-AP-04-02 (mm) 12.03 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, cross, distribution, DWG, filter, fornecimento de água, full, gallery, kläranlage, l'approvisionnement en eau, Project, supply, treatment plant, uptake, wasserversorgung, water