Reservoir Irrigation Water DWG Block for AutoCAD

Reservoir Irrigation Water DWG Block for AutoCAD

CONCRETE RESeRVOIR FOR IRRIGATION WATER STORage

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

Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Of energy, plant, Esc:, profile, Esc:, Output channel, Pvc pipe, Overflow channel, Overflow channel, Pvc pipe, plant, Bottom slab, Asphalt gasket detail, Joint, Esc., axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, natural terrain, cutting area, Projected slope, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, natural terrain, cutting area, Projected slope, Filling area, Quota, Wood flooring, Thick slab, Wall of contension with reinforced concrete tarrajeado with waterproofing chema, water level, Wood flooring, Armed slab, Wall of contension with reinforced concrete tarrajeado with waterproofing chema, water level, natural terrain, cut, Esc:, Thick slab, Wood flooring, Armed slab, Wall of contension with reinforced concrete tarrajeado with waterproofing chema, natural terrain, Elevation of the reservoir, Esc:, Pvc pipe, Overflow channel, Bronze damper valve, Of energy, Pvc pipe, Input channel, Hatch type door hatch, Of energy, Bronze damper valve, Pvc pipe, Pvc pipe, catchment, Shredder, Power dissipator, Reservoir, catchment, Pvc pipe, catchment, Reservoir, catchment, Power dissipator, cut, water level, cut, Wall of contension with reinforced concrete, Detail of reinforcements of the contension wall esc:, elevation, Esc., Output channel, Simple concrete pm, Channel section, Esc .:, Driving channel, Output channel, Overflow channel, Exit cleaning, Input channel, plant, Esc:

Raw text data extracted from CAD file:

1.650 0.075 1.800 0.075 0.275 0.075 0.300 0.075 0.275 0.075 0.075 0.075 1.000 1.150 0.500 0.075 0.900 0.075 1.650 0.075 1.800 1¨ 0.075 0.075 0.100 0.150 0.10 DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR \A1;15.00m \A1;7.00m 0.40 0.50 2.00 0.30 1.70 0.50 0.80 1.50 \A1;2.80m \A1;15.00m \A1;7.00m \A1;2.80m \A1;2.80m 2.80 0.30 0.50 0.30 0.70 0.50 0.80 0.95 0.20 0.25 0.20 0.40 2.00 3.30 1.05 \A1;2.80m \A1;15.00m 0.500 0.075 0.900 0.075 1.650 0.075 1.800 0.075 0.100 0.150 0.60 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 \A1;2.80m \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.30 1.70 8942200 N 8942200 N 209500 E 209500 E 8942220 N 8942220 N 8942240 N 8942240 N 8942260 N 8942260 N 8942280 N 8942280 N 8942300 N 8942300 N 209520 E 209520 E 209540 E 209540 E 209560 E 209560 E 209480 E 209480 E 209460 E 209460 E \LDISIPADOR DE ENERGIA PLANTA ESC: 1/75 PERFIL ESC: 1/75 5 5 5 5 Canal De Salida Tuberia PVC de f\fArial|b0|i0|c0|p34; 6¨ Canal De Rebose S=1% S=1% 5 5 5 5 5 5 5 5 5 5 5 Canal De Rebose Tuberia PVC de f\fArial|b0|i0|c0|p34; 6¨ 5 5 5 5 5 5 5 5 5 PLANTA 1¨ LOSA DE FONDO LOSA DE FONDO DETALLE DE JUNTA ASFALTICA DE 1¨ 5 \LDETALLE DE JUNTA ESC=1/10 5 ESC. 1 : 50 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+016 0+018 0+020 0+020.700 EJE 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 0.500000000000000 1.000000000000000 1.000000000000000 2.096475536404513E+005 8.942172796329712E+006 3960.000000000000 0.000000000000000 20.70099973945572 LEFT PEGLT PEGRT PDGL PDGR 3964 3965 3966 3967 3968 3969 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+015 0+016 0+017 0+018 0+019 0+020 3969.49 3969.36 3969.24 3969.11 3968.98 3968.83 3968.68 3968.60 3968.51 3968.43 3968.34 3968.26 3968.17 3968.09 3968.00 3967.92 3967.85 3967.78 3967.69 3967.62 3967.57 3967.56 3967.55 3967.53 3967.51 3967.48 3967.46 3967.44 3967.42 3967.39 3967.37 3967.37 3967.37 3967.36 3967.35 3967.32 3967.29 3967.26 3967.22 3967.18 3967.14 3967.10 3967.09 Terreno Natural AREA DE CORTE TALUD PROYECTADO 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+015.700 EJE 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 0.500000000000000 1.000000000000000 1.000000000000000 2.101206308654601E+005 8.942176586149084E+006 3960.000000000000 0.000000000000000 15.70099967357832 LEFT PEGLT PEGRT PDGL PDGR 5 3963 3964 3965 3966 3967 3968 3969 3970 3971 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+015 3970.97 3970.79 3970.63 3970.47 3970.31 3970.15 3969.89 3969.63 3969.39 3969.15 3968.91 3968.67 3968.43 3968.19 3967.95 3967.73 3967.49 3967.26 3967.05 3966.84 3966.63 3966.44 3966.26 3966.08 3965.90 3965.72 3965.54 3965.38 3965.22 3965.06 3964.89 3964.73 3964.66 5 Terreno Natural AREA DE CORTE Talud Proyectado AREA DE RELLENO 5 5 5 5 5 5 5 5 5 COTA COTA 5 TARRAJERO Con Impermeabilizante Chema I LOSA ARMADA ESPESOR 15cm MURO DE CONTENSION CON CONCRETO ARMADO f'c=210Kg/cm2 Tarrajeado con Impermeabilizante Chema I Nivel De Agua 5 TARRAJERO Con Impermeabilizante Chema I LOSA ARMADA MURO DE CONTENSION CON CONCRETO ARMADO f'c=210Kg/cm2 Tarrajeado con Impermeabilizante Chema I Nivel De Agua Terreno Natural Terreno Natural CORTE 01 CORTE 02 ESC: 1 : 40 ESC: 1 : 40 5 5 5 LOSA ARMADA espesor 15cm S= 1% S= 1% 3/8" @10.5 cm 1/2" @12.5 cm 1/2" @ 21 cm 1/2" @14cm 3/8" @15cm 3/8" @10.5cm 1/2" @13 cm 1/2" @12.5 cm 1/2" @ 9.5 cm 1/2" @ 25 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TARRAJERO Con Impermeabilizante Chema I LOSA ARMADA MURO DE CONTENSION CON CONCRETO ARMADO f'c=210Kg/cm2 Tarrajeado con Impermeabilizante Chema I Terreno Natural ELEVACION DEL RESERVORIO ESC: 1 : 50 5 Tuberia PVC de f\fArial|b0|i0|c0|p34; 6¨ Canal De Rebose S=1% S=1% Valvula Compuerta De Bronce f\fArial|b0|i0|c0|p34; 6¨ \LDISIPADOR DE ENERGIA Tuberia PVC f=\fArial|b0|i0|c0|p34; 6¨ Canal De Entrada A Compuerta Tarjeta Tipo Izaje (0.50 x 0.30) S= 1% 5 5 5 5 5 5 5 5 5 5 \LDISIPADOR DE ENERGIA Valvula Compuerta De Bronce f\fArial|b0|i0|c0|p34; 6¨ 5 Tuberia PVC f=\fArial|b0|i0|c0|p34; 6¨ 5 5 5 5 5 5 5 5 5 1/2" @ 21 cm 1/2" @ 21 cm Tuberia PVC f=\fArial|b0|i0|c0|p34; 6¨ CAPTACION 01 DESARENADOR DISIPADOR DE ENERGIA RESERVORIO CAPTACION 02 8942200 N 8942200 N 209500 E 209500 E 8942220 N 8942220 N 8942240 N 8942240 N 8942260 N 8942260 N 8942280 N 8942280 N 8942300 N 8942300 N 209520 E 209520 E 209540 E 209540 E 209560 E 209560 E 209480 E 209480 E 209460 E 209460 E 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+016 0+018 0+020 0+020.700 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+015.700 Tuberia PVC f=\fArial|b0|i0|c0|p34; 6¨ CAPTACION 01 RESERVORIO CAPTACION 02 DISIPADOR DE ENERGIA CORTE 01 CORTE 02 Nivel De Agua Nivel De Agua CORTE 01 CORTE 02 5 MURO DE CONTENSION CON CONCRETO ARMADO f'c=210Kg/cm2 DETALLE DE LOS REFUERZOS DEL MURO DE CONTENSION ESC: 1/20 ELEVACION ESC. 1 : 50 Canal de salida 5 5 5 5 5 Concreto Simple f'c=175 Kg/cm2 + 30% PM SECCION CANAL DE CONDUCCION, ESC.: 1/20 5 CANAL DE CONDUCCION CANAL DE SALIDA CANAL DE REBOSE REBOSE, SALIDA Y LIMPIEZA Canal De Entrada 5 PLANTA ESC: 1/200

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, concrete, DWG, einrichtungen, elevation, facilities, gas, gesundheit, irrigation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plan, provision, reservoir, storage, wasser bestimmung, water