Reservorio DWG Block for AutoCAD

Reservorio DWG Block for AutoCAD

Improvement and Design of Reservoir Irrigation

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

Responsible professional:, drawing:, flat, draft:, Location:, Reservoir of, scale:, date:, design:, sheet, district Municipality, From shupluy, variable, wall, Cm., Columns, Shoes, general specifications, Armed in:, concrete, base, cut, scale, Longitudinal steel, Cross steel, Reservoir plant, scale, concrete, Arrives tub. Hdpe, Sale tub. Hdpe, Esc. of cat, Vertical steel, Horizontal steel, Valve box, Arrives tub. Hdpe, Esc. of cat, Arrives tub. Hdpe, Esc. of cat, Vertical steel, Horizontal steel, variable, variable, cut, scale, concrete, Concrete p.m., Reservoir valve box, top, Ironing board, valve, of control, valve, of control, Sale tub. Hdpe, Standard hook frame on rods, Corrugated iron, The picture shown., Will be housed in concrete with, Hooks which, Should end in, In shape on beams, The reinforcing steel used, Column slab, The dimensions specified in, note:, Shaded part is the one used for the, Slabs beams, Splicing overlaps, Reinforcement joints, Superior in, A length of, Slab light, Beam each side of, The column support, They will not be allowed, Slabs, Beams, Colum, Shaded part is the one used for the, concrete, Concrete p.m., scale:, Control valve detail, scale, Box with grid view sheet, to channel, Overflow, Concrete slab contraction joint for floor, Contraction joints, Sealed with sika, Concrete slab contraction joint for floor, Contraction joints, Sealed with sika, Contraction joints, Sealed with sika, Contraction joints, Sealed with sika, Shaded part is the one used for the, region, province:, district:, location:

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;1.30 \A1;.15 \A1;VARIABLE \A1;.15 \A1;1.30 \A1;1.30 \A1;.20 \A1;2.80 \A1;4.30 \A1;10.49 \A1;32.19 \A1;.95 \A1;.50 \A1;129° \A1;L \A1;.15 \A1;VARIABLE \A1;G \A1;7.79 \A1;1.50 \A1;1.20 \A1;.15 \A1;.15 \A1;1.50 \A1;.80 \A1;1.20 \A1;.15 \A1;.15 \A1;.70 \A1;.10 \A1;.15 \A1;2.00 \A1;2.80 \A1;.50 \A1;.80 \A1;2.80 \A1;1.50 \A1;.00 \A1;VARIABLE \A1;1.30 \A1;.15 \A1;1.30 \A1;3.00 \A1;1.30 \A1;3.00 \A1;3.00 PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: RESERVORIO DE 831.94 M3 ESCALA: FECHA: DISEÑO: LAMINA N° MUNICIPALIDAD DISTRITAL DE SHUPLUY RP-01 5 5 VARIABLE 5 5 5 5 5 5 5 5 5 2 2 2 -ACERO -RECUBRIMIENTOS: f'c=210 kg/cm PARED fy = 4200 kg/cm 4.00 cm. 7.50 cm. * COLUMNAS * ZAPATAS ESPECIFICACIONES GENERALES -CONCRETO ARMADO EN: 1.- CONCRETO f'c=210 kg/cm BASE Corte A - A Escala 1/50 5 ACERO DE LONGITUDINAL d = 1/2" @ 0.15 ACERO DE TRANSVERSAL d = 1/2" @ 0.15 Planta de Reservorio Escala 1/50 5 CONCRETO f'c= 210 kg/cm2 LLEGA TUB. HDPE d = 8" SALE TUB. HDPE d = 8" ESC. DE GATO ACERO VERTICAL d = 1/2" @ 0.15 ACERO HORIZONTAL d = 3/8" @ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA DE VALVULAS LLEGA TUB. HDPE d = 8" A A B ESC. DE GATO B LLEGA TUB. HDPE d = 8" ESC. DE GATO ACERO VERTICAL d = 1/2" @ 0.15 ACERO HORIZONTAL d = 3/8" @ 0.15 NTN.±0.00 5 5 5 VARIABLE 5 5 VARIABLE 5 5 5 5 NTN.±0.00 Corte B - B Escala 1/50 CONCRETO f'c= 210 kg/cm2 CONCRETO + 30% P.M. (Existente) CAJA DE VALVULA DE RESERVORIO TAPA METALICA, 0.60 x 1.30 PLANCHA DE 1/8" VALVULA DE CONTROL d=8" VALVULA DE CONTROL SALE TUB. HDPE d = 8" CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS 1/2" 25 5/8" 35 3/4" 45 3/8" 20 1/4" 15 G(cm) EL CUADRO MOSTRADO. SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS EN NOTA: d G (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) LOSAS Y VIGAS TRASLAPES Y EMPALMES EMPALMES DEL REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/4 DE LUZ DE LA LOSA O VIGA A CADA LADO DE LA COLUMNA O APOYO NO SE PERMITIRAN L Ø LOSAS VIGAS (cm) (cm) COLUM 5/8" 0.60 0.50 6 mm 8 mm 3/8" 1/2" 0.30 0.40 0.50 0.30 0.40 - 3/4" 0.80 0.80 1" 1.00 1.00 (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) CONCRETO f'c= 175 kg/cm2 CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) A1 ESCALA: 1/ 50 Detalle de Valvula de Control Escala S/E CAJA CON REJILLA VER LAMINA "R-01" CAJA CON REJILLA VER LAMINA "R-01" 5 5 d 3/8" @ 0.20 Al Canal REBOSE C/ POZA DE DISIPACION (Ver Lamina RD-01) 5 5 Junta de Contraccion en losa de concreto para piso Juntas de contraccion sellado con sika Junta de Contraccion en losa de concreto para piso Junta de Contraccion en losa de concreto para piso Junta de Contraccion en losa de concreto para piso Juntas de contraccion sellado con sika Juntas de contraccion sellado con sika Juntas de contraccion sellado con sika (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) d=8" REGION : PROVINCIA: DISTRITO: LOCALIDAD:

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

Responsible professional:, drawing:, flat, draft:, Location:, Reservoir of, scale:, date:, design:, sheet, district Municipality, From shupluy, variable, wall, Cm., Columns, Shoes, general specifications, Armed in:, concrete, base, cut, scale, Longitudinal steel, Cross steel, Reservoir plant, scale, concrete, Arrives tub. Hdpe, Sale tub. Hdpe, Esc. of cat, Vertical steel, Horizontal steel, Valve box, Arrives tub. Hdpe, Esc. of cat, Arrives tub. Hdpe, Esc. of cat, Vertical steel, Horizontal steel, variable, variable, cut, scale, concrete, Concrete p.m., Reservoir valve box, top, Ironing board, valve, of control, valve, of control, Sale tub. Hdpe, Standard hook frame on rods, Corrugated iron, The picture shown., Will be housed in concrete with, Hooks which, Should end in, In shape on beams, The reinforcing steel used, Column slab, The dimensions specified in, note:, Shaded part is the one used for the, Slabs beams, Splicing overlaps, Reinforcement joints, Superior in, A length of, Slab light, Beam each side of, The column support, They will not be allowed, Slabs, Beams, Colum, Shaded part is the one used for the, concrete, Concrete p.m., scale:, Control valve detail, scale, Box with grid view sheet, to channel, Overflow, Concrete slab contraction joint for floor, Contraction joints, Sealed with sika, Concrete slab contraction joint for floor, Contraction joints, Sealed with sika, Contraction joints, Sealed with sika, Contraction joints, Sealed with sika, Shaded part is the one used for the, region, province:, district:, location:

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;1.30 \A1;.15 \A1;VARIABLE \A1;.15 \A1;1.30 \A1;1.30 \A1;.20 \A1;2.80 \A1;4.30 \A1;10.49 \A1;32.19 \A1;.95 \A1;.50 \A1;129° \A1;L \A1;.15 \A1;VARIABLE \A1;G \A1;7.79 \A1;1.50 \A1;1.20 \A1;.15 \A1;.15 \A1;1.50 \A1;.80 \A1;1.20 \A1;.15 \A1;.15 \A1;.70 \A1;.10 \A1;.15 \A1;2.00 \A1;2.80 \A1;.50 \A1;.80 \A1;2.80 \A1;1.50 \A1;.00 \A1;VARIABLE \A1;1.30 \A1;.15 \A1;1.30 \A1;3.00 \A1;1.30 \A1;3.00 \A1;3.00 PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: RESERVORIO DE 831.94 M3 ESCALA: FECHA: DISEÑO: LAMINA N° MUNICIPALIDAD DISTRITAL DE SHUPLUY RP-01 5 5 VARIABLE 5 5 5 5 5 5 5 5 5 2 2 2 -ACERO -RECUBRIMIENTOS: f'c=210 kg/cm PARED fy = 4200 kg/cm 4.00 cm. 7.50 cm. * COLUMNAS * ZAPATAS ESPECIFICACIONES GENERALES -CONCRETO ARMADO EN: 1.- CONCRETO f'c=210 kg/cm BASE Corte A - A Escala 1/50 5 ACERO DE LONGITUDINAL d = 1/2" @ 0.15 ACERO DE TRANSVERSAL d = 1/2" @ 0.15 Planta de Reservorio Escala 1/50 5 CONCRETO f'c= 210 kg/cm2 LLEGA TUB. HDPE d = 8" SALE TUB. HDPE d = 8" ESC. DE GATO ACERO VERTICAL d = 1/2" @ 0.15 ACERO HORIZONTAL d = 3/8" @ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA DE VALVULAS LLEGA TUB. HDPE d = 8" A A B ESC. DE GATO B LLEGA TUB. HDPE d = 8" ESC. DE GATO ACERO VERTICAL d = 1/2" @ 0.15 ACERO HORIZONTAL d = 3/8" @ 0.15 NTN.±0.00 5 5 5 VARIABLE 5 5 VARIABLE 5 5 5 5 NTN.±0.00 Corte B - B Escala 1/50 CONCRETO f'c= 210 kg/cm2 CONCRETO + 30% P.M. (Existente) CAJA DE VALVULA DE RESERVORIO TAPA METALICA, 0.60 x 1.30 PLANCHA DE 1/8" VALVULA DE CONTROL d=8" VALVULA DE CONTROL SALE TUB. HDPE d = 8" CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS 1/2" 25 5/8" 35 3/4" 45 3/8" 20 1/4" 15 G(cm) EL CUADRO MOSTRADO. SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS EN NOTA: d G (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) LOSAS Y VIGAS TRASLAPES Y EMPALMES EMPALMES DEL REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/4 DE LUZ DE LA LOSA O VIGA A CADA LADO DE LA COLUMNA O APOYO NO SE PERMITIRAN L Ø LOSAS VIGAS (cm) (cm) COLUM 5/8" 0.60 0.50 6 mm 8 mm 3/8" 1/2" 0.30 0.40 0.50 0.30 0.40 - 3/4" 0.80 0.80 1" 1.00 1.00 (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) CONCRETO f'c= 175 kg/cm2 CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) CONCRETO + 30% P.M. (Existente) A1 ESCALA: 1/ 50 Detalle de Valvula de Control Escala S/E CAJA CON REJILLA VER LAMINA "R-01" CAJA CON REJILLA VER LAMINA "R-01" 5 5 d 3/8" @ 0.20 Al Canal REBOSE C/ POZA DE DISIPACION (Ver Lamina RD-01) 5 5 Junta de Contraccion en losa de concreto para piso Juntas de contraccion sellado con sika Junta de Contraccion en losa de concreto para piso Junta de Contraccion en losa de concreto para piso Junta de Contraccion en losa de concreto para piso Juntas de contraccion sellado con sika Juntas de contraccion sellado con sika Juntas de contraccion sellado con sika (LA PARTE SOMBREADA ES LA QUE SE USARA PARA LA EJEC.) d=8" REGION : PROVINCIA: DISTRITO: LOCALIDAD:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, cistern, Design, distribution, DWG, fornecimento de água, improvement, irrigation, kläranlage, l'approvisionnement en eau, reservoir, supply, tanker, treatment plant, wasserversorgung, water, water reservoir