Reservoir Water Night DWG Section for AutoCAD

Reservoir Water Night DWG Section for AutoCAD

Night Water Reservoir for Irrigation System Aspersion. Plants – Sections

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

platform cut, your B. of income pvc salt uf mm, natural soil, quota, operating storage volume, hours, filling time, flow rate, storage features, wire mesh, asphalt rc sand prop., water stop, detail expansion joint, esc:, your B. outlet for irrigation technified tub. pvc. sap., your B. outlet to the sink heater. pvc. sap., channel by pass: concrete f’c, Concrete splitter box f’c, steel reservoir:, crown, esc:, cut to a, your B. pvc sap, sink, channel by pass, income channel, water level, water stop, sandblasting well, swing gates, access levels, water stop, compacted ground with iron, disciplinary well, wastewater well, metal cap, mazza valve, concrete channel, both senses, water stop joints, valve connection detail, mazza valve, pvc pressure adapter with ring, pvc sap pipe, note the emptying of the slab will be done in cloths respecting, the level between cloth cloth., Technical specifications, concrete reservoir walls f’c, concrete reservoir slab f’c, thickness, coating cm., sealing joints water stop sealed with pitch sand prop., coating, of potion of transition, sandblasting floor, Technical specifications, reinforced concrete, cºaº f’c kg, simple concrete, cºsº f’c kg, gate, covering, trans pond flat loft, card type damper, coating cm., demolition flooring, tarrajeo cm., paths, channel by pass, card type floodgates, income channel, water level, water stop, pm basis, esc:, cut, quota, disciplinary well, your B. pvc for irrigation, plant, esc:, overflow channel, valve box with metal cap, desander, pm basis, clean channel, card type damper, mazza valve, metal cap, your B. pvc sap, valve housing, esc:, concrete, both senses, maximum storage capacity, income stream, your B. pvc for irrigation, your B. outlet for irrigation technified tub. pvc. sap., quota

Raw text data extracted from CAD file:

2.00 1.80 2.00 1.20 0.40 0.20 0.60 1.20 0.54 28.00 26.00 22.00 14.50 3.09 3.64 2.00 2.00 1.80 0.30 0.10 0.20 0.15 22.00 2.00 2.00 0.60 1.20 0.10 1.00 0.76 0.20 1.00 0.76 0.20 0.76 0.69 1.30 0.30 0.76 0.15 0.20 18.50 14.50 3.33 3.33 3.76 3.76 .60 .10 .10 .80 .10 R1.00 R2.00 R2.00 R1.00 14.50 2.00 1.00 2.00 1.00 20.50 0.25 0.25 0.15 0.25 0.15 0.25 0.15 2.00 1.80 5 5 5 5 5 5 5 Corte de plataforma Tub. de ingreso PVC SAL UF d 200 mm Tereno Natural COTA 3018.35 VOLUMEN ALMACENADO OPERATIVO 700 M3. 12 Horas (6 p.m.- 6 a.m.) TIEMPO DE RELLENO 26.52 Lts/Seg. CAUDAL DE SALIDA CARACTERISTICAS DE ALMACENAMIENTO Enmallado d 1/4" 0.40m @ sentidos C° f'c= 175 kg/cm2. Asfalto RC 250con arena Prop. 1:2 Junta con water stop de 6" DETALLE JUNTA DE DILATACION ESC: 1:20 TUB. SALIDA PARA RIEGO TECNIFICADO : Tub. Pvc. SAP. d 3" C-5 TUB. SALIDA HASTA EL POZO DISIPADOR : Tub. Pvc. Sap. d 8" CANAL BY PASS: Concreto f'c = 140 Kg/cm2 CAJA DE VALVULA, PARTIDOR : Concreto f'c = 175 Kg/cm2 ACERO RESERVORIO: F'y= 4200 kg/cm2 d 3/8" @ 0.20MT 1 % 1 % C° = f'c=175 kg/cm2 CORONA ESC: 1:50 ESC: 1:50 CORTE A.A' Tub. PVC SAP d 3" C-5 POZO DISIPADOR Canal By Pass Canal de ingreso Nivel de agua Junta con water stop de 6" Pozo disipador, desarenador y partidor Compuertas tipo Izaje 0.30X0.20M Gradas de acceso Junta con water stop de 6" C° = f'c=175 kg/cm2 Terreno Compactado con Plancha Pozo discipador pozo desanerador Tapa metalica de 0.80x0.80M Valvula Mazza d 8" CANAL DE CONCRETO Ø 1/2" @ 0.25m. ambos sentidos JUNTAS WATER STOP DE 6" DETALLE CONEXION VALVULA 8" Valvula d 8" MAZZA Adaptador Presión PVC con anillo d 8" Tubería PVC SAP d 8" C-5 NOTA : El vaciado de la losa se hará en paños alternados, respetando el nivel entre paño y paño. ESPECIFICACIONES TECNICAS MUROS DE RESERVORIO : Concreto f'c = 175 Kg/cm2 LOSA DEL RESERVORIO : Concreto f'c = 175 Kg/cm2 Espesor E = 0.15 m RECUBRIMIENTO : 3 cm. JUNTAS DE DILATACION : Water Stop selladas con brea y arena prop. 1:2 REVESTIMIENTO -MUROS DE POZA DE TRANSICION -LOSA DE POZA DE TRANSICION -MUROS Y PISO DESARENADOR ESPECIFICACIONES TECNICAS CONCRETO ARMADO CºAº f'c = 175 Kg /cm2 CONCRETO SIMPLE CºSº f'c = 175 Kg /cm2 COMPUERTA H = 0.70 m B = 0.30 m RECUBRIMIENTO POZA DE TRANS. - MUROS, PISOS Y LOSA COMPUERTA TIPO TARJETA RECUBRIMEINTO 3 cm. DESARENADOR - MUROS, PISOS TARRAJEO 2 cm. 1 : 3 1 1 1 1 28.00 26.00 22.00 14.50 5 5 2 % 1 % B B' A' 5 5 5 5 5 VEREDAS Canal By Pass de 0.30x0.20m C° = f'c=175 kg/cm2 1.80 2.00 Compuertas tipo tarjeta 0.30X0.20M Canal de ingreso Nivel de agua Junta con water stop de 6" Junta con water stop de 6" BASE DE C° F'C= 140 KG/CM2 + 30 % PM ESC: 1:50 CORTE B-B' 1 % COTA 3018.35 1 % 1 % 22.00 5 5 5 5 5 POZO DISCIPADOR Tub. PVC d 3" C-5 Para Riego PLANTA ESC: 1:50 A Canal de rebose Caja de Valvula de .80 x 0.80m Con Tapa Metálica Desarenador de 0.4x0.6m. BASE DE C° F'C= 140 KG/CM2 + 30 % PM CANAL DE LIMPIA 5 5 5 5 5 5 5 5 5 5 5 5 5 18.50 14.50 5 5 5 5 Compuerta tipo tarjeta 0.30x0.30 Valvula Mazza d 8" Tapa metalica de 0.80x0.80M 5 5 5 5 5 Tub. PVC SAP d 8." \LDETALLE DE CAJA DE VALVULAS ESC: 1/25 Concreto F'c= 175 kg/cm2 2 % 5 5 5 5 14.50 5 5 5 5 20.50 Ø 1/2" @ 0.25m. ambos sentidos Ø 1/2" @ 0.25m. ambos sentidos AMBOS SENTIDOS CAPACIDAD MAXIMA DE ALMACENADO 794.98 M3. 16 Lts/Seg. CAUDAL DE INGRESO Tub. PVC d 6" C-5 Para Riego TUB. SALIDA PARA RIEGO TECNIFICADO : Tub. Pvc. SAP. d 6" C-5 COTA 3018.35 COTA 3020.35 COTA 3020.35 COTA 3020.35 0.25 0.25 5 0.25 5 5 0.25

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, dach, dalle, DWG, escadas, escaliers, irrigation, lajes, mezanino, mezzanine, night, plants, platte, reservoir, roof, section, sections, slab, stair, system, telhado, toiture, treppe, water