Details Irrigation Works DWG Detail for AutoCAD

Details Irrigation Works DWG Detail for AutoCAD

Details – Specifications – sizing – Construction

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

Varies from, Varies from, Plant, Concrete wall ciclopeo, Enroute mts. Thick, Concrete wall ciclopeo p.g., section, section, Varies from, Stone masonry, Cyclope concrete p.g., section, Concrete wall ciclopeo, section, Enroute mts. Thick, Plant, section, Stone masonry, Varies from, Broken No., Observations, Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Broken No., Observations, Broken No., At km, Swift, Km., Concrete armed in c, Km., Piping pvc, Natural terrain profile, section, Typical take, Plant, Armco model type gate, Pvc tube, Inspection box, Concrete, Scale:, Inspection box, Tube of, Hook of, Perspective view, N.t.n., Welded mesh to, Wall of the, Niv. Water, Box, Lower end, Pvc salt adapter, Codo fºgº, Niple fºgº, Pipa pvc sal, N.t.n., Concrete, Cut, Concrete, Tube of, Hook of, Tube of, Cut, Overflowing, Ventilation pipe, Projection of the fund, Pipe of, Overflow pvc sap, Ventilation overflow pipe, Pvc knows, Inlet pipe, Exit pipe, Hook of, Reinforced concrete cover, Steel of, Armed concrete, Projection of the fund, Side socket, Concrete, Inspection box, Pvc tube, Gate, Cut, Concrete, Hook of, Tube of, Profiles in mm, Metal plate of mm, Pipe of, Cut, Tube of, Concrete, Metal card type gate, Metal gate, Typical lid, Detail, Detail of steels, Concrete dice, Scale:, Cut, Tube of, Elbow of, Tube of, Tube of, Concrete f, C: a: p, Slump, Max, Armed concrete:, Reinforcement steel:, Mixed design aggregates must be clean free from impurities, Overlaps: from reinforcement, Technical specifications:, Cyclope concrete p.g., Scale:, Coatings: cm, Max, Slump, Recruits: cm, Technical specifications:, Overlaps: from reinforcement, Mixed design aggregates must be clean free from impurities, Reinforcement steel:, Armed concrete:, C: a: p, E.g., Cyclopean concrete:, Max, Reinforcement steel:, Slump, Overlaps: from reinforcement, Mixed design aggregates must be clean free from impurities, Concrete, Technical specifications:, Concrete, Mixed design aggregates must be clean free from impurities, Overlaps: from reinforcement, Slump, Reinforcement steel:, Max, Cyclopean concrete:, E.g., C: a: p

Raw text data extracted from CAD file:

45° .10 d hc h h1 h2 L L1 L2 e .60 e B e' e e' h2 e' Varía de h1 @ h2 .30 .45 h L2 .60 e h L1 e e' Varía de h @ (h+1.0) .30 .45 45° b h 1.00 L 1.50 h e e B e' e' .30 .70 .20 .49 .21 .50 .20 .20 .50 .50 .20 .10 .70 .40 .10 .20 .49 .21 .50 .20 .20 .50 .50 .20 .70 .40 .10 .40 .40 1.40 1.40 .15 .15 .85 .00 .20 .00 .40 1.20 .90 .70 .15 1.10 .10 .05 .20 .15 .15 .15 1.00 .15 .15 .15 .15 .15 1.10 .10 .15 .15 1.00 .35 .15 .15 1.00 .15 .15 .15 .15 1.00 .15 .15 1.60 1.60 .05 .15 .15 .60 .15 .15 1.00 .15 .15 1.00 .15 .15 1.60 .40 .60 .15 1.10 .10 .20 .15 .15 .15 .15 1.00 1.05 .95 1.68 .30 .26 .40 1.18 1.18 .15 .15 .10 1.10 .15 1.00 .15 .15 .44 .10 1.40 1.60 .15 .74 .74 .60 .60 .15 .10 .15 .37 .37 .15 .50 .08 .18 .10 .05 .35 .10 PLANTA 5 2 2 3 3 MURO DE CONCRETO CICLOPEO ENROCADO 0.25 mts. DE ESPESOR So 5 d hc h h1 h2 L 1 1 L1 L2 MURO DE CONCRETO CICLOPEO 140 Kg/cm2 + 40% P.G. e S1 5 e SECCION 1-1 B e' e e' SECCION 2-2 h2 e' Varía de h1 @ h2 5 5 Albañilería de Piedra Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. SECCION 3-3 MURO DE CONCRETO CICLOPEO e 5 L2 h SECCION 2-2 S1 e L1 h ENROCADO 0.25 mts. DE ESPESOR 1 PLANTA 2 So 1 SECCION 1-1 SECCION 3-3 Albañilería de Piedra e' 5 5 Varía de h @ (h+1.0) 2 3 3 3 3 5 b h 5 L 5 h e e e' e' B 5 01 0+515 30.0 3.50 1.00 0.75 0.50 0.50 0.50 1.00 0.20 0.20 Quebrada Nº 01 e(m) S1(%) KM Nº L2(m) L1(m) h2(m) h1(m) h(m) B(m) L(m) OBSERVACIONES e'(m) 0+597 02 1.00 4.00 60.0 0.50 0.75 Quebrada Nº 02 0.20 0.20 1.00 1.00 0.50 0.75 0.50 55.0 4.00 1.00 04 0+725 0+658 03 1.00 4.50 100.0 0.50 0.75 Quebrada Nº 04 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 03 0.20 0.20 1.50 1.00 0.50 0.75 0.50 20.0 3.00 1.00 06 1+980 1+810 05 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 08 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 07 0.20 0.20 1.50 0.50 0.50 0.75 0.50 15.0 3.00 1.00 08 2+195 2+065 07 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 10 0.50 0.50 1.00 0.20 0.20 Quebrada Nº 09 0.20 0.20 1.00 0.50 0.50 0.75 0.50 60.0 3.00 1.00 10 2+606 2+402 09 1.00 2.00 15.0 0.50 0.75 Quebrada Nº 12 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 11 0.20 0.20 1.00 1.00 0.50 0.75 0.50 10.0 3.00 1.00 12 3+058 2+923 11 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 14 0.50 1.00 1.50 0.20 0.20 Quebrada Nº 13 0.20 0.20 1.00 1.00 0.50 0.75 0.50 10.0 3.00 1.00 14 3+272 3+225 13 1.00 3.50 10.0 0.50 0.75 Quebrada Nº 16 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 15 0.20 0.20 1.50 1.00 0.50 0.75 0.50 20.0 3.00 1.00 16 3+820 3+605 15 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 18 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 17 0.20 0.20 1.00 1.00 0.50 0.75 0.50 30.0 3.00 1.00 18 4+510 4+343 17 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 22 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 20 0.20 0.20 1.00 1.00 0.50 0.75 0.50 30.0 3.00 1.00 20 4+762 4+682 19 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 26 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 25 0.20 0.20 1.00 0.50 0.50 0.75 0.50 30.0 3.00 1.00 22 4+936 4+872 21 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 28 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 27 0.20 0.20 1.00 1.00 0.50 0.75 0.50 40.0 3.00 1.00 24 5+018 4+972 23 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 31 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 30 0.20 0.20 1.00 1.00 0.50 5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 3.00 3.00 3.00 3.00 3.00 3.50 3.50 5+176 4+957 4+567 4+550 4+444 4+048 1+415 08 07 06 05 04 03 02 30.0 1.00 1.00 25.0 30.0 1.00 1.00 20.0 20.0 1.00 1.00 30.0 20.0 1.00 KM 0+860 Nº 01 S1(%) B(m) L(m) 1.00 20.0 h(m) 1.00 1.00 1.50 0.50 1.00 1.00 1.00 1.00 1.00 1.50 1.00 1.00 1.50 2.00 2.00 1.50 Quebrada Nº 32 Quebrada Nº 29 Quebrada Nº 24 Quebrada Nº 23 Quebrada Nº 21 Quebrada Nº 19 Quebrada Nº 06 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 OBSERVACIONES Quebrada Nº 05 L2(m) L1(m) e(m) e'(m) 0.20 0.20 d1/2"@0.20 d3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 (KM 2+740 AL KM 2+760) RAPIDA KM. 2+740 2823.020 CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 KM. 2+760 2817.020 So So So TUBERIA PVC d 16" Perfil del terreno natural 5 5 .64 .10 1.35 .00 .15 .50 .75 SECCION 1-1 SECCION 2-2 5 5 5 5 5 5 5 2 .30 .30 .30 TOMA TIPICA PLANTA COMPUERTA TIPO ARMCO MODELO 5-00 2 1 1 5 5 5 1 1 2 2 TUBO DE d 16"- 18" PVC CAJA DE INSPECCION Concreto f'c=175 Kg/cm2 Q ESCALA: 1/25 CAJA DE INSPECCION d 1/2" @0.25 Tubo de d 14" - 16" Tubo de d 16" - 18" Gancho de d 3/8" VISTA EN PERSPECTIVA N.T.N. MALLA SOLDADA AL Muro de la Niv. Agua CAJA EXTREMO INFERIOR ADAPTADOR PVC 4" SAL CODO 4" x 90º FºGº NIPLE 4" FºGº TUBERIA PVC 4" SAL N.T.N. 5 Concreto f'c=175 Kg/cm2 CORTE 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 f'c=175 Kg/cm2 Concreto 5 Tubo de d 14" - 16" Gancho de d 3/8" Tubo de 3/4" 5 CORTE 2-2 5 5 5 5 5 5 5 5 5 5 5 5 y Rebose d 4" Tuberia de Ventilación Proyeccion del Fondo Tuberia de Rebose de 4" PVC SAP Tuberia de Rebose y Ventilación \U+2205 4" PVC SAP Tuberia de Entrada d 16"- 18" d 16"- 18" Tuberia de Salida Gancho de d 3/8" Tapa de Concreto Armado Acero de d 3/8" @ 0.14 Concreto Armado f'c=175 Kg/cm2 f'c=175 Kg/cm2 Proyeccion del Fondo 5 5 5 5 5 5 5 5 5 5 5 5 5 TOMA LATERAL Q Concreto f'c=175 Kg/cm2 CAJA DE INSPECCION TUBO DE d 16"- 18" PVC 4 4 3 3 5 5 Compuerta 5 5 5 5 5 5 5 5 CORTE 3-3 f'c=175 Kg/cm2 Concreto 5 Gancho de d 3/8" Tubo de d 16" - 18" 5 5 5 5 5 Perfiles en L de 2.5 mm 5 Plancha Metálica de 2.5 mm 5 5 Tuberia de d 1 1/2" CORTE 4-4 Tubo de 3" Tubo de d 14" - 16" 5 Concreto f'c=175 Kg/cm2 5 5 5 5 5 5 5 Compuerta Metálica Tipo Tarjeta 5 5 Q COMPUERTA METALICA TAPA TIPICA DETALLE A DETALLE A 5 5 d 1/2" @ 0.15 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 DETALLE DE ACEROS d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 5 5 5 5 5 5 5 5 a \fArial Narrow|b0|i0|c0|p34;º Q 5 5 5 5 5 5 d 5 5 5 DADOS DE CONCRETO ESCALA: 1/20 5 5 CORTE 5 - 5 Tubo de d 14" - 16" Codo de d 14" - 18" Tubo de d 14" - 16" 5 Tubo de d 14" - 16" Concreto f' c = 140Kg/cm2 C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 175 Kg/cm2 T Max = 1 " - CONCRETO ARMADO: - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ESPECIFICACIONES TECNICAS: Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 - RECUBRIMIENTOS: 2.5 CM C : A : P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " - RECUCBRIMIENTOS: 2.5 CM ESPECIFICACIONES TECNICAS: - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: - CONCRETO ARMADO: C:A:P = 1 : 3 : 4.5 f´c = 140 Kg/cm2 + 40% P.G. - CONCRETO CICLOPEO: T Max = 2 " f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: SLUMP = 3 " - 4 " - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - CONCRETO : f´c = 140 Kg/cm2 ESPECIFICACIONES TECNICAS: ESPECIFICACIONES TECNICAS: f´c = 140 Kg/cm2 - CONCRETO : ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) SLUMP = 3 " - 4 " - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 T Max = 2 " - CONCRETO CICLOPEO: f´c = 140 Kg/cm2 + 40% P.G. C:A:P = 1 : 3 : 4.5

Language	N/A
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, construction, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, irrigation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, sizing, specifications, wasser bestimmung, water, works