Pool Of Supply Rural Water DWG Block for AutoCAD

Typical way to supplay of water in rural zones

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

according to the maximum coating of the spring., The diameter of the overflow pipe must be covered, note, PVC piping accessories must meet the ntp., for fluid pressure., relationship, use waterproofing according, with water with mixture, p.g, indicated in details, in general, Taring the surfaces in contact, of thickness. Finished rubbed, the manufacturer’s recommendations., portland type, steel:, cement:, plasters:, reinforced concrete:, coatings:, simple concrete:, Technical specifications, use waterproofing according, with water with mixture, Taring the surfaces in contact, of thickness. Finished rubbed, the manufacturer’s recommendations., overlaps:, slab, minima:, Technical specifications, simple concrete:, coatings, reinforced concrete:, plasters:, cement:, steel:, portland type, tarrage with mortar, wet camera:, in general, slab, outdoor dry camera:, relationship, for fluid pressure., PVC piping accessories must meet the ntp., note, The diameter of the overflow pipe must be covered, according to the maximum coating of the spring., drawing: jorge bailon christian garcia, detail, esc, esc, detail, n.t.n, gravel, natural terrain, plastic, drainage well, tube, your B., pedestal, pedestal base, foundation, proy of well, drain, your B. from, pedestal base, filter, plant, cut, gravel classified gravel, cut, large stone, see detail, pvc sink, cant., description, item, accessories, elbow sp pvc, pvc pr adapter, pvc elbow, pvc step valve, sheet:, date:, scale:, minsa, place:, flat:, district:, inst hydraulic structures, comprehensive project of rural basic sanitation, general direction of environmental health, Ministry of Health, public pool, ing. manuel flores barreto, updated:, ing. percy chavez o’brien, review:, approved:, ing. lilian ramirez cortez, August, budget, Dept. Province:, minima:, Technical specifications, simple concrete:, coatings, reinforced concrete:, plasters:, cement:, steel:, portland type, tarrage with mortar, in general, relationship, spherical sink key, elbow pvc drain

Raw text data extracted from CAD file:

A A \A1;2.05 \A1;2.60 \A1;0.50 \A1;0.35 \A1;.15 \A1;0.60 \A1;0.50 \A1;0.35 \A1;.15 \A1;1.60 \A1;1.00 \A1;1.00 \A1;.10 \A1;0.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.20 \A1;1.45 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.05 \A1;0.20 \A1;0.50 \A1;0.85 \A1;.10 \A1;0.15 \A1;0.05 \A1;0.90 \A1;1.50 \A1;1.00 \A1;0.20 \A1;.05 \A1;.05 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.35 \A1;.10 \A1;1.40 \A1;.10 \A1;0.50 DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR NOTA : -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 PARA FLUIDOS A PRESION. (MAXIMA RELACION a/c=0.50) FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A f’c=140Kg/cm2 f’c=100Kg/cm2 P.G INDICADO EN DETALLES f’c=210 Kg/cm2 EN GENERAL TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. PORTLAND TIPO I f’y=4200Kg/cm2 ACERO: CEMENTO: REVOQUES: CONCRETO ARMADO: RECUBRIMIENTOS: CONCRETO SIMPLE: CONCRETO SIMPLE: ESPECIFICACIONES TECNICAS FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d1/2″= 0.50cm d3/8″= 0.40cm d1/4″= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f’y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f’c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f’c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 NOTA : -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . 6 3 4 DETALLE “A” ESC. 1:5 6 5 ESC. 1:5 DETALLE “B” 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 N.T.N CASCAJO TERRENO NATURAL PLASTICO POZO DE DRENAJE TUBO d2″ TUB. d1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 PEDESTAL BASE DE PEDESTAL CIMIENTO A A B B PROY. DE POZO DE DRENAJE TUB. DE d2″ TUB. DE d1/2″ BASE DE PEDESTAL FILTRO 5 PLANTA PLANTA CORTE A-A CORTE B-B 4 3 5 6 9 10 9 4 3 GRAVA CLASIFICADA O CASCAJO 1d1/4″ 1d1/4″ 4d1/4″ CORTE A-A 2d1/4″ 2d1/4″ PIEDRA GRANDE 4″- 3″ 6 2 VER DETALLE “B” VER DETALLE “A” SUMIDERO d2″ PVC 9 1 3 1 1 1 1 CANT. DESCRIPCION ITEM 2 3 4 5 6 ACCESORIOS CODO 90° SP d1/2″ PVC ADAPTADOR PR PVC CODO F°G° 90° d1/2″ PVC VALVULA PASO DE PVC d1/2″ 10 2 LAMINA: FECHA: PP-1 ESCALA: 1:20 MINSA . . LUGAR: PLANO: DISTRITO: INST. HIDRAULICAS Y ESTRUCTURAS PROYECTO INTEGRAL DE SANEAMIENTO BASICO RURAL P R O I S A B A R DIRECCION GENERAL DE SALUD AMBIENTAL MINISTERIO DE SALUD PILETA PUBLICA ING. MANUEL FLORES BARRETO ACTUALIZADO: ING. PERCY CHAVEZ O’BRIEN REVISION: APROBADO: ING. LILIAN RAMIREZ CORTEZ AGOSTO 2002 PRESUPUESTO N°: PROVINCIA / DPTO: 090002 . MUROS=2cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f’y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm f’c=210 Kg/cm2 EN GENERAL f’c=140Kg/cm2 (MAXIMA RELACION a/c=0.50) LLAVE PARA LAVADERO ESFERICA CODO PVC DESAGUE x 90°