Septic Well And Grease Remover DWG Block for AutoCAD

Septic Well And Grease Remover DWG Block for AutoCAD

System treatment sewer waters

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

noble city, Homeland, moquegua, benemerita, npt, detail of ochavos scale, detail of entry mouth scale, septic camera, cut, pvc, cut, septic well plant, roof slab, structure, specifications floor slab waterproofing walls waterproofing roof slab floor slabs f and f walls and roof slab fy for all cases minimum cmts. :: interior walls face view, fat sorting chamber, mobile concrete cover, pvc, Burnt clay cask, concrete mobile cover, structure, flooring, flooring, effective height, pcv tube, septic well plant, septic camera, ditch cutting injection, flooring, pcv tube, leaves percolator, comes from secondary networks, compacted fill, specifications floor slab waterproofing walls waterproofing roof slab floor slabs f and f walls and roof slab fy for all cases minimum cmts. :: interior walls face view, cut scale, cut scale, septic tank ceiling scale, septic well armor scale, flooring, scale structure, Burnt clay cask, pvc, mobile concrete cover, mobile concrete cover, fat sorting chamber, plant scale, cut scale, roof top scale, cut, plant, Septic ladder mobile cover, plant, cut, cover plant, Excavation projection in structure bottom, Excavation projection on structure surface, cat ladder scale, mobile cover scale, hoop of, hoop of, PVC tubes mm, tube mm, circular concrete cover, natural terrain, compacted fill, flooring, cut, cat stair, cat stair, plant, rest., cut, cover plant, vch, maximum level of water, flooring, concrete, flooring, maximum level of water, tube mm, cat stair, cut, detail

Raw text data extracted from CAD file:

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ESPECIFICACIONES \L \LCONCRETO: - Losa de piso = f'c=175 Kg/cm2 + impermeavilizante - Paredes = f'c=175 Kg/cm2 + impermeavilizante - Losa de techo = f'c=210 Kg/cm2 - Solados = f'c=100 Kg/cm2 \LFIERRO: - Losa de piso = fy = 4200 Kg/cm2 - Paredes = fy = 4200 Kg/cm2 - Losa de techo = fy = 4200 Kg/cm2 \LRECUBRIMIENTO: - Para todos los casos = Minimo 3 cmts. \LACABADOS :: - Paredes interiores = Cara vista CAMARA SELECCIONADORA DE GRASAS 5 5 5 5 5 5 5 5 5 5 Tapa movil de concreto armado 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PVC d100mm PVC d110mm PVC d110mm PVC d110mm Cascote de arcilla quemada TAPA MOVIL DE CONCRETO ESTRUCTURA d3/8"@0.20m d3/8"@0.20m d3/8"@0.20m d3/8"@0.20m d3/8"@0.20m d3/8"@0.20m Solado 5 d3/8"@0.20m Solado Solado Solado Altura efectiva 5 5 5 5 5 TUBO PCV Ø200mm TUBO PCV Ø200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 PLANTA DE POZO SEPTICO Escla : 1/75 5 5 5 CAMARA SEPTICA 5 5 5 1 5 5 5 5 5 5 5 5 5 PORYECCION DE CORTE DE ZANJA SOLADO TUBO PCV Ø200mm SALE A PERCOLADOR SALE A PERCOLADOR LLEGA DE REDES SEGUNDARIAS RELLENO COMPACTADO 5 5 5 \W5.80952; ESPECIFICACIONES \L \LCONCRETO: - Losa de piso = f'c=175 Kg/cm2 + impermeavilizante - Paredes = f'c=175 Kg/cm2 + impermeavilizante - Losa de techo = f'c=210 Kg/cm2 - Solados = f'c=100 Kg/cm2 \LFIERRO: - Losa de piso = fy = 4200 Kg/cm2 - Paredes = fy = 4200 Kg/cm2 - Losa de techo = fy = 4200 Kg/cm2 \LRECUBRIMIENTO: - Para todos los casos = Minimo 3 cmts. \LACABADOS :: - Paredes interiores = Cara vista A CORTE A - A Escala : 1/75 A CORTE B - B Escala : 1/75 B B 5 TECHO DE POZO SEPTICO ESCALA : 1/75 2 Ø 1/2" @ 0.20 m. 1 Ø 1/2" @ 0.20 m. 5 3 1Ø 1/2' L=0.80m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 Ø 3/8" @ 0.17 m. \A1; \A1; 7 Ø 3/8" @ 0.25m. 7 Ø 3/8" @ 0.25m 1 9Ø 1/2" @ 0.20m. 9 Ø 3/8" @ 0.25m. 5 11 Ø 3/8" @ 0.25m. 10 Ø 3/8" @ 0.25m. 5 5 5 5 5 5 5 ARMADURA DE POZO SEPTICO ESCALA 1/50 5 5 5 4 6 Ø 3/8" @ 0.17 m. 5 2 26Ø 1/2" @ 0.20m. 6 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m 8 Ø 3/8" @ 0.25m. 5 10 Ø 3/8" @ 0.25m. 10 Ø 3/8" @ 0.25m. 11 Ø 3/8" @ 0.25m. 11 Ø 3/8" @ 0.25m. 8 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m. 8 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m. 7 Ø 3/8" @ 0.25m. 6 Ø 1/2" @ 0.20m. 7 Ø 1/2" @ 0.20m. 5 5 5 5 5 5 5 5 5 5 5 5 Solado 14 3/8"@0.20m 12 Ø3/8"@0.20m 15 Ø3/8"@0.20m 16 3/8"@0.20m ESTRUCTURA Escala : 1/125 Cascote de arcilla quemada PVC d110mm PVC d110mm PVC d110mm PVC d110mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tapa movil de concreto armado 5 5 5 5 5 5 5 5 5 5 13 Ø3/8"@0.20m 15 3/8"@0.20m 5 17 Ø3/8"@0.20m 18 3/8"@0.20m 19 Ø3/8"@0.20m 20 3/8"@0.20m 16 3/8"@0.20m 15 3/8"@0.20m 15 3/8"@0.20m 14 Ø3/8"@0.20m 16 Ø3/8"@0.20m 5 5 5 21 Ø3/8"@0.20m 5 5 5 5 5 5 17 3/8"@0.20m 16 Ø3/8"@0.20m 19 3/8"@0.20m 20 Ø3/8"@0.20m 5 5 5 Tapa movil de concreto armado 5 5 5 5 5 5 5 5 5 5 5 5 15 3/8"@0.20m 16 Ø3/8"@0.20m 12 Ø3/8"@0.20m 13 Ø3/8"@0.20m 13 Ø3/8"@0.20m 12 Ø3/8"@0.20m CAMARA SELECCIONADORA DE GRASAS PLANTA Escala : 1/125 CORTE A-A Escala : 1/125 CORTE B-B Escala : 1/125\H0.4x; TECHO TAPA Escala : 1/125 A B B CORTE B - B PLANTA TAPA MOVIL DE POZO SEPTICO ESCALA : 1/50\H2.5x; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA A A CORTE B - B PLANTA DE TAPA Proyeccion de excavacion en fondo de estructura Proyeccion de excavacion en superficie de estructura 5 5 5 5 5 5 5 5 B B \A1; 5 5 ESCALERA DE GATO Escala : 1/ 4 TAPA MOVIL Escala : 1/ 5 7 Ø 3/8" 0.10 m. Aro de f° f° de 1/8" x 1 1/2" 0.60 Aro de f° f° de 1/8" x 1 1/2" 7 Ø 3/8" 0.10 m. 7 Ø 3/8" 0.10 m. 7 Ø 3/8" 0.10 m. \A1; Tubos PVC Ø 100 mm Tubo Ø 250 mm Tubo Ø 250 mm Tubo Ø 150 mm 5 5 TAPA CIRCULAR DE CONCRETO Tapa circular de concreto Tapa circular de concreto TERRENO NATURAL RELLENO COMPACTADO SOLADO \LLEYENDA\l CORTE B - B 5 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. 1 Ø 1/2" @ 0.20m. 1 Ø 1/2" @ 0.20m. 7 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m 3 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m 5 Ø 1/2" @ 0.20m. 5 5 5 5 5 5 5 5 Escalera de gato Ø 5/8" 4 Ø 3/8" @ 0.25m. 5 5 5 5 4 Ø 3/8" @ 0.25m. 5 Ø 1/2" @ 0.20m. 5 5 5 5 5 5 5 5 4 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. Escalera de gato Ø 5/8" Escalera de \W0.53695; gato Ø 5/8" Escalera de \W0.53695; gato Ø 5/8" PLANTA 2 Ø 1/2" @ 0.20m. 5 5 1 Ø 1/2" @ 0.20m. 2 Ø 1/2" @ 0.20m. \A1; \A1; \A1; \A1; 8 4 Ø 1/2" \A1; Ø 1/4" - 1@ .05, 3 @0.10 y Rest. @ 0.15 5 5 5 5 5 5 5 5 5 \A1; 8 4 Ø 1/2" 8 4 Ø 1/2" 6 Ø 3/8" @ 0.25m 7 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. 3 Ø 3/8" @ 0.25m. 1 Ø 1/2" @ 0.20m. 3 Ø 3/8" @ 0.25m. 6 Ø 3/8" @ 0.25m 7 Ø 3/8" @ 0.25m. 1 Ø 1/2" @ 0.20m. 2 Ø 1/2" @ 0.20m. CORTE A - A CORTE A - A PLANTA DE TAPA 1 Ø 1/2" @ 0.20m. 2 Ø 1/2" @ 0.20m. 8 4 Ø 1/2" \A1;VCH 01 VCH 01 VCH 01 10 Ø 3/8" @ 0.25m. 9 Ø 3/8" @ 0.25m. 8 4 Ø 1/2" 8 4 Ø 1/2" 5 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m. Nivel maximo de aguas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado Solado CONCRETO 5 5 5 5 Solado 5 5 Nivel maximo de aguas Tubo Ø 100 mm 5 Escalera de Gato Ø 5/8" @ 0.30 2 Ø 1/2" @ 0.20m. 5 5 5 5 5 5 3 Ø 3/8" @ 0.25m. 4 Ø 3/8" @ 0.25m 4 Ø 3/8" @ 0.25m. 1 Ø 1/2" @ 0.20m. 1 Ø 1/2" @ 0.20m. 5 Ø 3/8" @ 0.25m. 5 Ø 3/8" @ 0.25m. CORTE C - C B B A A 5 5 5 5 1 Ø 5/8" c c 5 5 5 5 5 5 5 5 5 DETALLE N° 01 DETALLE 1

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, grease, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, remover, septic, sewer, system, treatment, wasser bestimmung, water, waters