Tank Cistern 250m3 DWG Detail for AutoCAD

Tank Cistern 250m3 DWG Detail for AutoCAD

2.50 TANK PLANT AND PLANNING OF A TANK OF CORTES 2.50 m3; PLANNING STRUCTURES; PLANTS AND CUTS; DETAILS AND SANITARY INSTALLATIONS DETAIL PLANES.

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

Beam beam, Penne, net, Cyan, Yellow, green, Blue, magenta, Plot., rest, Plot., Shed, pumping, tank, entry, Shed, pumping, tank, entry, entry, Foundation, Vig., Esc, Detail of beams, kind, Frame of stirrups in beams, Extreme spacing, kind, kind, Esc, Column, Slightly lightened, scale, Typical lightened detail, scale:, Iron temperature, Overdue pm, Assumed terrain resistance, lime, mortar, Of its volume. Maximum joint, Machine may have blisters that do not exceed the, masonry, steel:, The wall masonry units will be solid made, Fm, Beams columns cm, Coatings: slabs cm, Foundation run pg, Cement sand, Slabs walls f’c, concrete:, Technical specifications, Table of stirrups in columns, Extreme spacing, kind, Stone max., Foundation:, Typical, scale, Roof terrajeo cm, Shed, pumping, door., scale, your B. Suction mm, your B. Drive mm, Income cap detail, door., accessories, description, quantity, Union dresser, Water pump, Bb elbow, Gate valve mmbb, Check valve bb, Union dresser, Yeah baby, Bb elbow, Relief valve, Gate valve mmbb, Bb reduction, Bb reduction, Transition bb cc dn, Bb dn acceosorio, Suction basket with val. Stand up baby, Concrete data, Concrete data, Concrete data, Concrete data, Overflow, Anchorage, Threaded elbow, Anchorage, Threaded elbow, Threaded sump, Overflow detail, Natural level of soil, Drive line, your B. Hdpe dn, C. Pumping tank, Esc., C. Bomeo cistern, Anchor flange, Access cover, suction, Overflow, Anchorage, Threaded elbow, Anchorage, Threaded elbow, Tank cistern, scale, item, Und., Steel nipple dn, Und., Steel nipple dn, Und., Steel nipple dn, Und., Steel nipple dn, Und., Dn packing, Und., Dn packing, Und., Dn flange, Und., Dn flange, Und., Dn pin, Und., Dn pin, Und., Dn packing, Und., Dn flange, Und., Dn pin, Und., Pvc dn series pipe sn, Pvc dn series pipe sn, Vent., Penne, net, Cyan, Yellow, green, Blue, magenta, Plot., rest, Plot., Shed, pumping, tank, entry, Shed, pumping, tank, entry, entry, Shed, pumping, door., scale, Income cap detail, door., Overflow, Anchorage, Threaded elbow, Threaded sump, Overflow detail, Natural level of soil, C. Pumping tank, Esc., C. Bomeo cistern, Access cover, Overflow, Anchorage, Anchorage, Vent., Penne, net, Cyan, Yellow, green, Blue, magenta, Plot., rest, Plot., sidewalk, Und., Union dresser, your B., Mm, your B. Hdpe, Mm, Panao, District municipality of, scale, date, professional, flat:, drawing, draft, sheet, location, Department, Location, district, province, Pachitea, Huanuco, Panao, may, Expansion of the drinking water system, Sewer system of panao province pachitea, Cistern, Panao, M.r., technical record, Red, yellow, green, light blue, blue, Panao, District municipality of, scale, date, professional, flat:, drawing, draft, sheet, location, Department, Location, district, province, Pachitea, Huanuco, Panao, may, Expansion of the drinking water system, Sewer system of panao province pachitea, Cistern, Panao, M.r., technical record

Raw text data extracted from CAD file:

\A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r -237.3664547983888 45° 45° -237.3664547983888 -237.3664547983888 -237.3664547983888 dDE COLUMNA,PLACA O VIGA \A1;2.80 \A1;2.75 \A1;1.00 \A1;.15 \A1;.15 \A1;1.65 \A1;1.60 \A1;2.09 \A1;.60 \A1;.15 \A1;1.35 \A1;.15 \A1;.20 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;1.05 \A1;1.30 \A1;1.79 \A1;0.50 \A1;0.15 \A1;0.80 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.80 \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.30 \A1;1.00 \A1;3.10 \A1;3.05 \A1;.05 \A1;.75 \A1;3.10 \A1;3.05 \A1;3.10 \A1;3.05 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.30 \A1;.15 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.20tipico \A1;0.60 \A1;0.40 \A1;5@.10 \A1;Resto@.15 \A1;1@.05 \A1;0.20 \A1;1@.05 \A1;.20tipico \A1;1.00 \A1;0.25 \A1;5@.10 \A1;2.60 \A1;.20 \A1;.20 \A1;2.40 \A1;3° \A1;.15 \A1;.25 \A1;.90 \A1;.90 \A1;.90 \A1;1.35 \A1;2.80 \A1;2.75 \A1;.15 \A1;.15 \A1;1.65 \A1;1.60 \A1;2.09 \A1;.15 \A1;1.35 \A1;.15 \A1;.20 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;1.05 \A1;1.30 \A1;1.79 \A1;2.60 \A1;.20 \A1;.20 \A1;2.40 \A1;3° \A1;.15 \A1;.25 \A1;.90 \A1;.90 \A1;.90 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 0.15 PENNE RED 0.30 CYAN 0.15 0.20 YELLOW GREEN 0.40 0.60 BLUE MAGENTA 0.20 PLOT. = 1:25 8 0.10 RESTO \A1; 0.40 41 \A1; PLOT. = 1:25 0.15 58 \A1; \A1; \A1; d 50 mm 5 5 5 5 5 5 CASETA DE BOMBEO N.P.T.+ 0.15 d 50 mm CISTERNA (TECHO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INGRESO CASETA DE BOMBEO N.P.T.+ 0.15 CISTERNA (INTERIOR) 5 5 INGRESO d250 mm INGRESO d250 mm d250 mm 2 2 C-1 C-1 C-1 C-1 C-1 3 3 3 3 1 1 1 1 2 2 5 5 5 5 5 5 5 NFP.+0.10 NTN.+0.00 5 5 NFP.+0.10 NTN.+0.00 5 1 - 1 2 - 2 5 5 5 NFP.+0.10 5 5 3 - 3 2 2 CIMIENTO CORRIDO(TIPICO) 1/25 1 Ø 3/8" 5 5 1 7 VIG. V-1 V-1 V-S V-S 1 Ø 3/8" 5 5 5 5 5 5 5 ESC : 1/25 DETALLE DE VIGAS V-S TIPO 1 1@0.05, 3@ .10 ,4@0.15, Rto.@ 0.20 C/E. CUADRO DE ESTRIBOS EN VIGAS ESPACIAMIENTO A EXTREMOS 1@0.05, 5@0.10 , 3@ .15,Rto.@ 0.20 C/E TIPO Ø 1 1/4" 2 1/4" V-1 TIPO 2 5 5 4 Ø 1/2" 5 5 4 Ø 1/2" ESC : 1/25 4 Ø1/2" C-1 5 5 \LDETALLE DE COLUMNA \W9.86676; \LPLANTA-TECHO ALIGERADOALIGERADO \W9.54365; \LS/C=250 kg/m2kg/m2 ESCALA 1/25 0.30 0.10 0.10 DETALLE TÍPICO DE ALIGERADO h=200mm Escala: 1/10 0.20 0.15 0.05 Fierro de Temperatura 1/4"@ 250 As As As As SOBRECIMIENTO C/H 1:8+25% PM RESISTENCIA ASUMIDA DEL TERRENO =1.9 Kg/cm2 CEMENTO- CAL NORMALIZADA-ARENA 1: 1: 6 MORTERO 25 % DE SU VOLUMEN. JUNTA e=1.5cm. MAXIMO. A MAQUINA O PODRAN TENER ALVEOLOS QUE NO EXCEDAN EL ALBAÑILERIA fy=4200 Kg/cm2 ACERO: LAS UNIDADES DE ALBAÑILERIA DE MURO SERAN SOLIDAS HECHAS f'm = 35 Kg/cm2 VIGAS Y COLUMNAS : 4 cm RECUBRIMIENTOS: LOSAS 2 cm CIMIENTO CORRIDO C/H 1:10+30% PG CEMENTO ARENA 1: 5 Ó COLUMNAS, VIGAS, LOSAS Y MUROS f'c = 210 Kg/cm2 CONCRETO: ESPECIFICACIONES TECNICAS 1a 0.05 - 5 @ 0.10, Rto.@ 0.15 C/E. CUADRO DE ESTRIBOS EN COLUMNAS ESPACIAMIENTO A EXTREMOS TIPO Ø C-1 1/4" 0.20tipico 5 5 5@.10 Resto@.15 1@.05 5 1@.05 .20tipico 1:8 CEMENTO/HORMIGON +25% PIEDRA 3" MAX. +30% PIEDRA 6" MAX. 1:10 CEMENTO/HORMIGON CIMIENTO: \LCOLUMNA TIPICA ESCALA 1/25 5 5 5@.10 techo terrajeo e = 2 cm 5 5 5 5 5 CASETA DE BOMBEO N.P.T.+ 0.15 PUERTA. 1.10x2.10 N.P.T.+ 0.00 5 \LELEVACION ESCALA 1/25 TUB. SUCCION d 80 mm TUB. IMPULSION d 80 mm DETALLE DE TAPA DE INGRESO \W8.11291; 1.25 x 0.50m PUERTA. 1.10x2.10 ACCESORIOS DESCRIPCION CANTIDAD 2 2 2 2 2 2 3 1 1 1 5 1 1 2 2 2 1 2 3 4 5 6 1 7 3 4 5 6 7 8 9 10 11 2 UNION DRESSER 50mm ELECTROBOMBA DE AGUA Q=5 l.p.s., ADT=95m CODO DE 80mm x 90° BB VALVULA COMPUERTA 80 mm BB VALVULA CHECK 80mm BB UNION DRESSER 80mm YEE 80 X 80mm BB CODO DE 50mm x 90° BB VALVULA DE ALIVIO DE 50mm VALVULA COMPUERTA 50 mm BB REDUCCION DE 80 a 50mm BB 12 13 REDUCCION DE 100 a 80mm BB TRANSICION BB A CC DN 100mm 11 14 15 11 16 2 7 ACCEOSORIO BB DN 50mm a 40mm ACCEOSORIO BB DN 65mm a 50mm CANASTILLA DE SUCCION CON VAL. DE PIE BB 80mm DADO DE CONCRETO f'c=140kg/cm2 (0.20x0.20x0.83m) DADO DE CONCRETO f'c=140kg/cm2 (0.20x0.20x0.83m) DADO DE CONCRETO f'c=140kg/cm2 (0.20x0.20x0.83m) DADO DE CONCRETO f'c=140kg/cm2 (0.20x0.20x0.83m) REBOSE d150 mm DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) CODO 90ºx150mm Roscado \W4.89521; (c/somidero roscado) DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) CODO 90ºx150mm Roscado Sumidero roscado 150mm DETALLE DE REBOSE Nivel natural de suelo 5 5 A LINEA DE IMPULSIÓN TUB. HDPE - DN 110mm C. DE BOMBEO - CISTERNA (PLANTA) ESC. 1/25 C. BOMEO Y CISTERNA (CORTE A-A) BRIDA DE ANCLAJE BRIDA DE ANCLAJE TAPA DE ACCESO (0.60m X 0.60m) SUCCION 80mm SUCCION 80mm REBOSE d150 mm DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) CODO 90ºx150mm Roscado \W4.89521; (c/somidero roscado) 5 DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) CODO 90ºx150mm Roscado \W4.89521; (c/somidero roscado) 5 Ø 1/2" Ø 1/2" Ø 1/2" \W9.90627; \LCORTE CISTERNACISTERNA \W9.52795; \LPLANTA-CIMENTACION ESCALA 1/25 ITEM 1 4 2 3 5 6 7 10 8 9 11 12 13 14 15 16 UND. und. und. und. und. und. und. und. und. und. und. und. und. und. und. und. und. 2 NIPLE DE ACERO DN 80mm, L=0.35m 17 und. 17 17 NIPLE DE ACERO DN 80mm, L=0.21m 18 1 und. 18 19 NIPLE DE ACERO DN 80mm, L=0.45m 19 1 und. NIPLE DE ACERO DN 80mm, L=1.40m 20 2 und. 20 EMPAQUETADURA DN 50mm 10 und. EMPAQUETADURA DN 80mm 19 und. BRIDA P/SOLDAR DN 50mm 6 und. BRIDA P/SOLDAR DN 80mm 12 und. PERNO P/BRIDA DN 50mm 80 und. PERNO P/BRIDA DN 80mm 152 und. EMPAQUETADURA DN 100mm 1 und. BRIDA P/SOLDAR DN 100mm 1 und. PERNO P/BRIDA DN 100mm 8 und. TUBERIA DE DN 150mm PVC SERIE SN 2 1.15 m. TUBERIA DE DN 250mm PVC SERIE SN 2 0.80 m. - - - - - - - - - - - 5 VENT. 1.20x0.50x2.00 0.15 PENNE RED 0.30 CYAN 0.15 0.20 YELLOW GREEN 0.40 0.60 BLUE MAGENTA 0.20 PLOT. = 1:25 8 0.10 RESTO 0.40 41 PLOT. = 1:25 0.15 58 5 5 5 5 5 CASETA DE BOMBEO N.P.T.+ 0.15 CISTERNA (TECHO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INGRESO CASETA DE BOMBEO N.P.T.+ 0.15 CISTERNA (INTERIOR) 5 5 INGRESO d250 mm INGRESO d250 mm d250 mm 5 5 5 5 5 CASETA DE BOMBEO N.P.T.+ 0.15 PUERTA. 1.10x2.10 N.P.T.+ 0.00 5 \LELEVACION ESCALA 1/25 DETALLE DE TAPA DE INGRESO \W8.11291; 1.25 x 0.50m PUERTA. 1.10x2.10 REBOSE d150 mm DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) CODO 90ºx150mm Roscado Sumidero roscado 150mm DETALLE DE REBOSE Nivel natural de suelo 5 5 C. DE BOMBEO - CISTERNA (PLANTA) ESC. 1/25 C. BOMEO Y CISTERNA (CORTE A-A) TAPA DE ACCESO (0.60m X 0.60m) REBOSE d150 mm DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) 5 DADO DE ANCLAJE f'c=175kg/cm2 (0.40x0.40x0.40m) 5 VENT. 1.20x0.50x2.00 0.15 PENNE RED 0.30 CYAN 0.15 0.20 YELLOW GREEN 0.40 0.60 BLUE MAGENTA 0.20 PLOT. = 1:25 8 0.10 RESTO 0.40 41 PLOT. = 1:25 0.15 58 VEREDA VEREDA VEREDA 21 21 1 und. UNION DRESSER 110mm TUB. SCH-40 DN 110 mm TUB. HDPE DN 110 mm PANAO MUNICIPALIDAD DISTRITAL DE Escala : Fecha : PROFESIONAL Plano: Dibujo : Proyecto : Lámina : Localidad Departamento Ubicación : Distrito Provincia PACHITEA HUANUCO : : : : PANAO MAY 2011 LC-04 1/50 - 1/25 Ampliación y Mejoramiento del Sistema de Agua Potable y Alcantarillado del Distrito de Panao Provincia Pachitea CISTERNA 2.50 m3 - CASETA BOMBEO PANAO m.r.p. EXPEDIENTE TÉCNICO (HIDRAULICA ) rojo 0.25 amarillo 0.2 verde 0.25 celeste 0.30 azul 0.40 PANAO MUNICIPALIDAD DISTRITAL DE Escala : Fecha : PROFESIONAL Plano: Dibujo : Proyecto : Lámina : Localidad Departamento Ubicación : Distrito Provincia PACHITEA HUANUCO : : : : PANAO MAY 2011 LC-05 1/50 - 1/25 Ampliación y Mejoramiento del Sistema de Agua Potable y Alcantarillado del Distrito de Panao Provincia Pachitea CISTERNA 2.50 m3 - CASETA BOMBEO PANAO m.r.p. EXPEDIENTE TÉCNICO (HIDRAULICA Y ESTRUCTURAS)

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