Septic Tank – Details DWG Detail for AutoCAD

Septic Tank – Details DWG Detail for AutoCAD

Septic Tank – Details

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

Sewage system, Pisha, Pamparomas, Ancash, Huaylas, Septic tank sector, scale, date, drawing, Cad system, Indicated, November, location, district, province, Department, draft, flat, sheet, Mimes, Ministry of women, social development, Foncodes, National social compensation fund, Esc., plant, Concrete cover, septic tank, departure, Esc., Cut aa, entry, Sludges, water level, Tee pvc sp, departure, Esc., Cut bb, water level, Sludges, Concrete cover, Esc., Cut aa, water level, Roof plant, Esc., tee, Sole, Esc., Cut bb, Tee pvc sp, air duct, Of ventilation, Gt, Achieve optimum resistances., Order to control the forge, Curing the structures by, Beams, Armed, Coarse sand, The concrete in the vibrated structural elements, F’y sider turkey degree, floor:, cured:, Columns, Demoulding:, Beam slabs, Aggregates:, Coatings:, Slabs, Walls, steel:, Reinforced concrete:, Concrete f’c, Simple concrete:, Sole, days, Technical specifications, Inspection, cut, scale, see detail, Circular foundation, Gravel fill, Circular beam, circular, see detail, Percolation well plant, scale, Vertical without mixing set, detail, circular, Without mortar, Of gravel, Roof slab, scale, Circular foundation, scale, scale, Column detail, scale, Circular beam detail, Estr., your B. Pvc, entry, tube of, ventilation, Tub of pvc salt, Dpto., Dist., Prov., location:, sheet, flat:, approved, Septic tank percolation well, Chimbote, Santa, Ancash., Cad expert:, design:, Esc., date:, draft, Program building turkey, Cascajal, Construction of septic tank percolation well, I.e. construction of bridges mating, Irrigation canal improvement drain school in cascajal dist. From chimbote

Raw text data extracted from CAD file:

F O N C O D E S ALCANTARILLADO PISHA Pisha Pamparomas Ancash Huaylas TANQUE SEPTICO 25 M3 - SECTOR I Escala : Fecha : Dibujo : Sistema CAD Indicada Noviembre '99 Localidad : Distrito : Provincia : Departamento : Proyecto : Plano : TS 1/1 Lamina : MIMDES Ministerio de la mujer y Desarrollo Social FONCODES FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL .30 2.00 .70 .90 .10 .70 1.40 .15 2.65 .15 2.65 1.70 2.00 2.10 .15 .15 .15 .60 4.50 2.65 .15 1.40 .15 .15 .80 .60 .60 2.00 .10 2.25 2.00 .15 .10 .60 .80 .15 .60 .60 .80 .30 .15 4.50 2.65 .15 1.40 .15 1.70 .15 4.50 2.65 .15 1.40 .15 2.00 2.00 .10 .15 .15 2.30 .15 2.25 .15 2.00 .15 1.85 .15 2.00 .15 .30 .15 1.40 2.65 1.40 .15 2.65 .15 0.20 0.25 0.15 .10 2.40 1.50 1.25 .25 .40 .20 .42 .35 .10 .60 3.90 3.00 .40 .20 .20 .25 .30 .30 .10 0.20 0.10 2.40 1.20 1.70 2.00 0.20 0.25 0.15 0.25 0.40 0.25 0.30 0.25 0.20 0.15 .15 .44 .90 .36 .19 .10 .56 .54 2.00 .10 .90 .15 .15 1.55 .15 4.50 4.50 .15 .15 2.00 .15 .10 2.25 2.30 .15 .25 .15 .15 .30 .15 .15 2.00 .30 .15 .10 2.25 2.30 .30 \A1; \A1; \A1; \A1; 5 5 2.65 5 5 2.65 d 1/2" @.25 a/s d 1/2" @.25 a/s RR4" RR4" RR4" RR4" 5 Esc. 1/20 PLANTA TAPA DE CONCRETO 60x60 TANQUE SEPTICO .15 SALIDA Esc. 1/20 CORTE AA INGRESO LODOS LODOS NIVEL DE AGUA NIVEL DE AGUA 5 TEE PVC SP 4"x4" 5 5 5 5 5 SALIDA 4.50 2.65 5 5 5 5 5 5 5 S=1% 5 5 5 5 5 5 5 S=1% 5 5 5 B B 5 5 5 Esc. 1/20 CORTE BB NIVEL DE AGUA LODOS TAPA DE CONCRETO 60x60 Esc. 1/20 CORTE AA NIVEL DE AGUA NIVEL DE AGUA PLANTA TECHO Esc. 1/20 5 d 3/8" @.25 a/s 5 d 3/8" @.25 a/s d 3/8" @.20a/s 5 4.50 2.65 5 5 5 4.50 .15 5 5 4.50 2.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" @.25 a/s d 1/2" @.25 a/s d 3/8" @.25 a/s d 3/8" @.25 a/s d 3/8" @.25 a/s TEE 8"x8" d 1/2" @.25 a/s d 3/8" @.20 a/s d 3/8" @.20 a/s d 3/8" @.25 a/s 5 SOLADO e=2" SOLADO e=2" d 1/2" @.25 a/s d 1/2" @.25 a/s d 1/2" @.25 a/s d 1/2" @.25 a/s 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 5 5 5 1.40 5 2.65 5 1.55 5 2.65 5 4.50 4.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2" @.25 a/s 5 5 5 5 5 5 Esc. 1/20 CORTE BB TEE PVC SP 4"x4" TEE PVC SP 4"x4" 89.497 91.747 91.047 89.647 91.747 91.047 89.647 91.747 91.047 89.647 89.497 91.747 91.047 89.647 TUBO DE VENTILACION d 2"PVC \A1;TUB. DE VENTILACION d 3"PVC \A1;TUB. DE VENTILACION d 3"PVC Gt = 1.00 kg/cm2 (verificar en Obra) alcanzar Resistencias Optimas. consecutivos, a fin de controlar la fragua y Se proceder%%á curar las estructuras por 7 d%%ías Columnas, Vigas y Sobrecimiento Armado usar piedra de 1/2" a 3/4" Arena Gruesa Limpia y Granulada 5cm. El Concreto en los Elementos Estructurales ser%%á Vibrado f'y = 4200 kg/cm2 SIDER PERU GRADO 60 SUELO: CURADO: Columnas y Sobrecimientos DESENCOFRADOS: Viga y Losas AGREGADOS: RECUBRIMIENTOS: losas Muros ACERO: CONCRETO ARMADO: Concreto f'c = 210 kg/cm2 CONCRETO SIMPLE: e = 2" 1:12 Solado 07 días 01 días 4cm. ESPECIFICACIONES TÉCNICAS \A1;BUZON DE INSPECCION CORTE A-A Escala : 1/25 5 5 5 5 VER DETALLE CIMIENTO CIRCULAR RELLENO DE GRAVA VIGA CIRCULAR V-1 5 5 5 5 5 5 5 5 <> \A1;CIMIENTO CIRCULAR \A1;VIGA CIRCULAR 5 5 5 5 5 5 3/8"@.15 Amb/Sent VER DETALLE "C1" \U+2205 3/8"@.25 \U+2205 .10 0.20 0.10 2.40 1.20 PLANTA POZO DE PERCOLACION Escala : 1/25 0.20 0.25 0.15 A \A1;JUNTAS VERTICALES SIN FRAGUADO DE MEZCLA \A1;VER DETALLE C1 0.20 \A1;CIMIENTO CIRCULAR \A1;TABIQUERIA SIN MORTERO 0.25 0.15 \A1;RELLENO DE GRAVA A 1/2 4 \U+2205 1/2"@0.20Amb/Sent. LOSA DE TECHO Escala : 1/25 \U+2205 CIMIENTO CIRCULAR Escala : 1/25 0.25 0.40 Escala : 1/10 F'c=175 Kg/cm2 Rto.@.25Amb./Ext. \A1;ESTR.d1/4";2@.10;2@.15 DETALLE DE COLUMNA (C1) 0.25 0.30 F'c=140 Kg/cm2 F'c=175 Kg/cm2 Rto.@.25Amb./Ext. \A1;ESTR.d1/4";2@.10;2@.15 0.25 Escala : 1/10 DETALLE VIGA CIRCULAR 4 \U+2205 1/2 \U+2205 ESTR. 1/4 0.20 1/2 4 \U+2205 Tub. PVC d4" INGRESO 0.15 5 TUBO DE VENTILACION \U+2205 2"PVC TUB DE 4" PVC SAL Dpto. : Dist. Prov. Localidad: LAMINA N°: Plano: Aprobado : TANQUE SEPTICO Y POZO DE PERCOLACION CHIMBOTE TS-01 SANTA ANCASH. Especialista CAD: Diseño: Esc. 1/250 Fecha: Proyecto PROGRAMA CONSTRUYENDO PERU CASCAJAL CONSTRUCCION DE TANQUE SEPTICO Y POZO DE PERCOLACION DE LA I.E N 1613, CONSTRUCCION DE 02 PUENTES Y MEJROAMENTO Y MEJORAMIENTO DEL CANAL DE RIEGO DREN ESCUELA EN CASCAJAL - DIST. DE CHIMBOTE

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Moulding, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, septic, tank, wasser bestimmung, water