Well – Tank – Details DWG Detail for AutoCAD

Water Well – Details – Tank

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

Structures, communal, March, flat:, draft:, date:, J.m., Lam:, Dib:, mole:, Juan esquivel moreno, Rev:, Dist:, Apartment, Prov, code:, Respons, Approve, Technical drawing office topography, Transitory council of regional administration, Regional operations management, scale:, White, White, Water inlet, To drain, Water inlet, To drain, profile, scale, Isometric lift, plant, scale, frontal, Technical specifications, Buried m., on the floor, Simple concrete, Finished with mortar cm., Sinks, sheet:, drawing:, district, scale:, draft:, date:, sheet:, province, Department, plant, B.garboza c., responsable:, design, Overhaul, Sinks, Overhaul, design, responsable:, B.garboza c., plant, Department, province, sheet:, date:, draft:, scale:, district, drawing:, sheet:, stone, armor, scale, sheet:, drawing:, district, B.garboza c., responsable:, design, scale:, date:, sheet:, province, Department, elevated tank, Overhaul, draft:, Cat stair lift, High tank armor, scale, soldier, scale, scale, scale, Plant high tank, scale, cut, column, scale, scale, square box, Tank high rises, Electric control panel electric control panel, Electric pump hp., Mts., Switchboard, water well, Electric pump, Tall tank, beam, scale, beam, Go well, Slabs cms., Cms., Coatings, steel, concrete, Technical specifications, Nm., Electric pump, reservation, plant, scale, scale, beam, plant, elevated tank, Plant house electobomba, Cat stair lift, scale, High tank lid slab, top, top, Rect., Low pump board, top, top, Ntn., Tarrajeo impermeable, Tank lift, Foundation, water level, scale, Ntn., Overlap, Confinement of, scale, Anchor detail, Ntn., Elevation: inst. of water, note, The pipes will anchored the columns, Beams with, Of ears, scale, Food, Feeder: pvc sap pipe, Impulsion: pvc sap pipe, Pvc sap feeder feeder, Overflow pvc salt, Overflow, funnel, Overflow, Stop level, cat stair, High tank elevation, scale, Ntn., Painted tarragon, Tarrajeo impermeable, water level, soldier, Electric pump, Dry camera, water well, Craft, tube, Foot value, Ntn, plant, scale, cat stair, cut, Pvc sap pipe, anchored, specific, soldier, anchored, specific, soldier, anchored, specific, soldier, anchored, specific, soldier, anchored, specific, Cms shoes, scale, Detail anchor cat ladder, soldier, anchored, specific, anchored, concrete, welding

Raw text data extracted from CAD file:

ESTRUCTURAS \C4;CASA COMUNAL \C4;CTAR MARZO 2000 Plano: Proyecto: Fecha: J.E.M. L A M B A Y E Q U E Lam: Dib: Topo: ARQ° JUAN ESQUIVEL MORENO Rev: \C2;LAMBAYEQUE \C2;LAMBAYEQUE \C2;MULTIDISTRITAL Dist: Dpto: Prov: Codigo: Respons: Aprob: OFICINA TECNICA DE DIBUJO Y TOPOGRAFIA CONSEJO TRANSITORIO DE ADMINISTRACION REGIONAL GERENCIA REGIONAL DE OPERACIONES Escala: \C2;1/50 BLANCO 16250 BLANCO \A1;.10 \A1;.375 \A1;.675 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.40 \A1;.20 \A1;.10 \A1;.45 \A1;.10 \A1;.55 \A1;.10 \A1;.30 \A1;.10 \A1;.65 \A1;.10 \A1;.30 \A1;.15 \A1;.60 \A1;.20 \A1;.20 \A1;.175 \A1;.30 \A1;.175 \A1;1.35 \A1;1.50 \A1;.50 \A1;.20 \A1;.30 \A1;1.50 \A1;.50 \A1;.50 \A1;.50 \A1;.20 \A1;.20 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.10 \A1;.10 \A1;.60 \A1;2.35 \A1;.70 \A1;.50 \A1;.25 \A1;1.50 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.35 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;2.35 \A1;.15 \A1;.775 \A1;.80 \A1;.775 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;1.20 \A1;0.25 \A1;1.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.15 \A1;.15 \A1;2.35 \A1;.15 \A1;.30 \A1;.30 \A1;1.20 \A1;2.35 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.10 \A1;.15 \A1;.80 \A1;.10 \A1;.15 \A1;2.35 \A1;.15 \A1;.15 \A1;2.05 \A1;2.00 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.30 \A1;2.65 \A1;1.15 \A1;1.65 \A1;0.25 \A1;2.60 \A1;0.25 \A1;2.60 \A1;0.25 \A1;2.45 \A1;0.30 \A1;0.50 \A1;0.70 \A1;1.20 \A1;1.35 \A1;0.05 \A1;0.35 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.15 \A1;8.15 \A1;1.20 \A1;0.15 \A1;0.25 \A1;1.70 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.50 \A1;0.60 \A1;0.45 \A1;1.20 \A1;0.43 \A1;0.43 \A1;0.10 \A1;.05 \A1;.30 \A1;0.10 \A1;0.70 \A1;0.575 \A1;2.00 \A1;0.15 \A1;10.25 \A1;2.45 \A1;0.25 \A1;2.60 \A1;0.25 \A1;2.60 \A1;0.05 \A1;0.10 \A1;0.35 \A1;1.35 \A1;0.05 \A1;0.20 \A1;.10 \A1;.60x.60 \A1;.10 \A1;0.70 \A1;0.15 \A1;8.20 \A1;2.65 \A1;0.10 \A1;4.00 \A1;0.10 \A1;5.00 \A1;0.20 \A1;.15 \A1;1.00 \A1;.15 \A1;1.20 \A1;.15 \A1;2.35 \A1;2.35 \A1;.15 \A1;1.00 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.10 \A1;.10 ENTRADA DE AGUA Ø3/4″ 2% AL DESAGUE .10 .375 .675 .15 .10 .10 .15 .40 .20 .10 .45 .10 .55 .10 .30 .10 .65 2% 2% .10 .30 .15 .60 .20 .20 .175 .30 .175 ENTRADA DE AGUA AL DESAGUE Ø2″ 1.35 PERFIL ESCALA 1/20 ESCALA 1/20 ELEVACION ISOMETRICO PLANTA ESCALA 1/25 ESCALA 1/25 FRONTAL ESPECIFICACIONES TECNICAS Base=0.55×0.65 enterrada a 0.10 m. en el suelo concreto simple : f’c= 175Kg/cm2. acabado con mortero 1:2, e=1.5 cm. Ø3/4″ PILETAS N° Lamina: P-01 Dibujo: Distrito Escala: 1/50 Proyecto: Fecha: Lamina: Provincia Departamento PLANTA B.GARBOZA C. Responsable: Diseño : MEJORAMIENTO POZO ARTESANAL OVERAZAL PILETAS MEJORAMIENTO POZO ARTESANAL OVERAZAL P-02 Diseño : Responsable: B.GARBOZA C. PLANTA Departamento Provincia Lamina: Fecha: Proyecto: 1/50 Escala: Distrito Dibujo: N° Lamina: 1.50 .50 .20 .30 1.50 .50 .50 .50 PIEDRA Ø 3″ .20 .20 .20 .30 .15 .15 .20 .15 .10 ARMADURA ESCALA 1/25 Ø 3/8″ Ø 3/8″ Ø 3/8″ Ø 3/8″ Ø 1/4″ .10 N° Lamina: P-01 Dibujo: Distrito B.GARBOZA C. Responsable: Diseño : Escala: Fecha: Lamina: Provincia Departamento TANQUE ELEVADO 1/50 MEJORAMIENTO POZO ARTESANAL OVERAZAL Proyecto: 5 Ø5/8″” 1Ø3/8″ 2.35 Ø3/8″@.40 Ø3/8″@.25 2.35 .775 ELEVACION ESCALERA DE GATO 5 5 5 5 0.30 5 ARMADURA TANQUE ALTO ESCALA 1/25 Ø5/8″” Ø1/2″ SOLDADO 5 5 Ø1/2″ ESCALA 1/50 Ø3/8″@.25 ESCALA 1/25 .15 Ø3/8″@.20 ESCALA 1/25 PLANTA TANQUE ALTO 4″x21/4″x2″ 2 ESCALA 1/25 5 5 5 5 B A V-C V-C 7Ø1/2″c/s. 7Ø1/2″c/s. C-1 Z-1 5 C-1 Z-1 .30 .30 4Ø5/8″ CORTE X-X COLUMNA C-1 ESCALA 1/25 Ø3/8″-1@.05,4@.10,R@.20 c/ext. .15 ESCALA 1/25 2×2.5mm2 TW+1×2.5 mm2.TW-Ø20mm.PVC-SEL CAJA CUADRADA DE4″x 4″x1 1/2″ .H= 1.20mts. SUBE A TANQUE ALTO 2×2.5mm2 TW+1×2.5 mm2.TW-Ø20mm.PVC-SEL 2x4mm2 TW+1×2.5mm2. TW.-Ø20mm.PVC-SEL TABLERO EMPOTRADO DE CONTROL Y MANDO DE ELECTROBOMBA ELECTROBOMBA Q= 2Tts./seg. 1 HP. h = 1.20 mts. TABLERO DE DISTRIBUCION t = 0.90 Kg/ cm2 TB POZO ELECTROBOMBA TANQUE ALTO 1 <> 5 5 5 V-C 5 5 7Ø1/2″c/s. 7Ø1/2″c/s. Z-1 C-1 Z-1 C-1 .25 .25 4Ø1/2″ 4Ø1/2″ Ø3/8″-1@.05,4@.15,R@.20 c/s VIGA V-C .50 .25 ESCALA 1/25 VIGA V-A 2Ø1/2″ 2Ø1/2″ .15 VA A POZO 2x20A 2x20A Ø25mm. PVC-SAP. 3x6mm2 TW+1x4mm2.TW C-2 C-1 losas = 3 cms. vigas,columnas = 3 cms. RECUBRIMIENTOS ACERO = 4,200 Kg/cm2 CONCRETO = 175 Kg/cm2 ESPECIFICACIONES TECNICAS DIAGRAMA UNIFILAR ELECTROBOMBA 2×2.5mm2 TW+1×2.5 mm2.TW-Ø20mm.PVC-SEL RESERVA PLANTA -CIMENTACION 5 V-C ESCALA 1/25 Ø3/8″-1@.05,4@.10,2@.15,R@.20 c/s ESCALA 1/25 VIGA V-A (.25x..25) Ø3/8″-1@.05,4@.10,2@.15,R@.20 c/s PLANTA TANQUE ELEVADO PLANTA CASETA ELECTOBOMBA ELEVACION ESCALERA DE GATO ESCALA 1/25 .30 .30 .30 .30 .25 1.50 .25 .50 .70 LOSA TAPA TANQUE ALTO 5 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 .15 .15 .10 TAPA 1Ø3/8″ Ø3/8″@.20(centrado) Ø3/8″@.22 Ø3/8″@.20(centrado) TAPA CAJA RECT. 100x35x50 2×2.5mm2 TW+1×2.5 mm2.TW-Ø20mm.PVC-SEL BAJA A TABLERO DE BOMBA Ø3/8″@.25 .80 .15 TAPA .10 .15 .15 TAPA .10 .60 .15 .15 .775 .80 .10 .60 .10 .10 2.35 2.35 .60 5 5 5 5 V-C V-A .25x.25 5 V-A .25x.25 V-A .25x.25 NTN. 5 V-C V-A .25x.25 V-A .25x.25 5 5 5 5 5 5 5 5 5 tarrajeo impermeable V-C .25X.50 ELEVACION TANQUE V-A .25x.25 V-A .25x.25 5 CIMIENTO 5 5 5 5 5 5 5 5 5 Nivel de agua 5 ESCALA 1/50 V-A V-C 4Ø5/8″c/s. X X Ø3/8″-1@.05,4@.10,R@.20 c/ext. Ø3/8″-1@.05,4@.10,R@.20 c/ext. NTN. 7Ø1/2″c/s. 5 5 5 Traslape 0.80 m 5 V-A V-A Z1 Ø3/8″-1@.05,4@.10,R@.20 c/ext. CONFINAMIENTO DE C-1 ESCALA 1/50 DETALLE ANCLAJE Y 5 5 5 5 5 5 5 NTN. ELEVACION :INST. DE AGUA NOTA : LAS TUBERIAS IRAN ANCLADAS A LAS COLUMNAS O VIGAS CON ABRAZADERAS DE F° G° DE 2 OREJAS ESCALA 1/25 ALMENTADOR Ø 1″ ALIMENTADOR: Tuberia PVC SAP C-7.5 c/r Ø 2″ IMPULSION: Tuberia PVC SAP C-10-c/r Ø 1″ ALIMENTADOR : Tuberia PVC SAP C-7.5 – c/r Ø 2″ rebose PVC – SAL Ø2″ Rebose PVC-SAL Ø2″ Embudo .30 .05 2″ Rebose 2″ Nivel de Parada 5 5 5 5 5 Escalera de gato Ø1/2″ Ø5/8″” ELEVACION TANQUE ELEVADO ESCALA 1/50 NTN. tarrajeo y pintado tarrajeo impermeable 5 5 5 5 5 5 5 5 5 Nivel de Agua 5 5 .10 .60x.60 .10 5 5 5 5 5 2.65 Ø1/2″ Ø5/8″” Ø5/8″ SOLDADO ELECTROBOMBA 5 5 5 5 5 CAMARA SECA POZO ARTESANAL TUBO Ø 1″ VAL.DE PIE .15 5 .15 5 .15 NTN 5 PLANTA 1 ESCALA 1/50 2 A B 5 .15 5 .15 5 .15 Ø5/8″” ESCALERA DE GATO A A CORTE A-A Tuberia PVC SAP Ø 1″ A Ø1/2″ ANCLADO EN CONCRETO Ø5/8″ SOLDADO A Ø1/2″ ANCLADO EN CONCRETO Ø5/8″ SOLDADO A Ø1/2″ ANCLADO EN CONCRETO Ø5/8″ SOLDADO A Ø1/2″ ANCLADO EN CONCRETO Ø5/8″ SOLDADO A Ø1/2″ ANCLADO EN CONCRETO f Zapatas = 5 cms. ESCALA 1/50 ESCALA 1/12.5 DETALLE ANCLAJE ESCALERA DE GATO Ø5/8″ SOLDADO A Ø1/2″ ANCLADO EN CONCRETO A Ø1/2″ ANCLADO CONCRETO SOLDADURA .15 .10 .10