Pumping House DWG Block for AutoCAD

Diagram of a pumping chamber for a water system

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

Pvc, Msnm, Msnm, Pvc pipe, Msnm, Bottom slab, Concrete cover frame, Additional reinforcement in the, Esc:, Upper slab income c.b., Esc:, Roof tile c.b., Esc:, Lower armor of, Upper armor of, detail, use, circular, Radial reinforcement, Rings, see detail, Fc, sidewalk, Msnm, sidewalk, Bottom slab, Concrete cover frame, Bottom slab, submersible, Boss base, bomb, Valves, box of, mailbox, comes from, mailbox, it goes, Boot level, Stop level, Cable to the, Power supply, your B. Pvc, pipeline, Sap, Msnm, Pvc pipe, Msnm, Bottom slab, Concrete cover frame, Additional reinforcement in the, Esc:, Upper slab income c.b., Esc:, Roof tile c.b., Esc:, Lower armor of, Upper armor of, detail, use, circular, Radial reinforcement, Rings, see detail, Fc, sidewalk, Msnm, sidewalk, submersible, Boss base, bomb, Valves, box of, mailbox, comes from, mailbox, it goes, mailbox, Boot level, Stop level, Cable to the, Power supply, your B. Pvc, pipeline, Sap, with some, Pumping equipment scheme, Pumping chamber, Pumping chamber structures, mailbox, Pump chamber, Pillar roof slab pumping, See roof tile, pumping, passage, Sap, camera, Pvc, Pvc, Sap, pumping, camera, passage, Location of pumping chamber in sewage system, plant, Esc

Raw text data extracted from CAD file:

,60 1.90 3.456 ,20 ,11 ,195 ,20 1.551 ,80 ,40 ,30 3.756 1.50 ,20 ,20 ,90 ,20 ,60 0.30 0.30 1.50 1.90 ,20 ,20 0.30 0.30 1.90 ,20 ,20 1.50 1.90 1.50 0.30 0.30 ,20 ,20 1,00 R1,30 R,80 3,10 ,20 3,10 ,60 ,80 ,20 ,80 ,60 ,60 ,40 ,20 ,10 ,10 ,60 1,60 2,995 ,20 ,11 ,195 ,20 1,20 ,20 ,80 ,40 ,30 3,605 ,30 ,60 ,20 0.15 0.15 0.30 0.30 1.20 1.50 1.20 0.15 0.15 1.50 0.30 0.30 0.15 0.15 1.50 1.20 0.30 0.30 1,00 ,40 ,20 1,20 ,50 ,10 ,20 ,60 ,20 1.90 ,80 ,40 ,886 ,30 ,30 \A1;53,51m Ø160mm PVC 5 1.90 3.456 5 5 5 5 1.551 5 5 5 3.756 1.50 5 5 ,90 5 98.67msnm 96.41 msnm 95.61 msnm 95.21 msnm N.T.N.= 98.359mm 94.91 msnm TUBERIA PVC Ø160mm 96.61 msnm Ø3/8″@0.225 Ø3/8″@0.30 Ø3/8″@0.225 Ø3/8″@0.30 Ø1/2″@0.20 LOSA DE FONDO Ø1/2″@0.20 MARCO Y TAPA DE CONCRETO PRE-FABRICADO 5 REFUERZO ADICIONAL EN ZONA DE ESC: 1/25 INGRESO DE LOSA SUPERIOR C.B. ESC: 1/25 LOSA DE TECHO C.B. LOSA DE TECHO C.B. ESC: 1/25 ARMADURA INFERIOR DE ARMADURA SUPERIOR DE DETALLE 1 5 5 0.30 0.30 1.50 1.90 1.50 5 5 1.90 0.30 0.30 5 5 1.90 1.50 0.30 0.30 3 Ø 3/8″ USAR 4 Ø 3/8″ USAR 4 Ø 3/8″ 2 Ø 3/8″ CIRCULAR Ø 3/8″ @ 0.20 m ARMADURA RADIAL Ø 3/8″ 2 ANILLOS Ø 1/2″ VER DETALLE 1 f’c = 210 Kg/cm ² 5 VEREDA N.T.N.= 98.46 msnm VEREDA 5 5 5 5 5 5 5 5 5 5 Ø3/8″@0.225 Ø3/8″@0.30 Ø3/8″@0.225 Ø3/8″@0.30 Ø1/2″@0.20 LOSA DE FONDO Ø1/2″@0.20 MARCO Y TAPA DE CONCRETO PRE-FABRICADO Ø 3/8″@ 0.15 m 5 Ø1/2″@0.20 LOSA DE FONDO Ø1/2″@0.20 SUMERGIBLE BASE DE JEFE BOMBA VALVULAS CAJA DE BUZON – 13A VIENE DE 5 5 5 BUZON – 15 SE VA A H = 0.886 NIVEL DE ARRANQUE NIVEL DE PARADA CABLE HACIA EL POSTE DE 1/2 HP ALIMENTACION DE ENERGIA TUB. PVC Ø160mm TUBERIA Ø100mm PVC- SAP C-10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 93.045 msnm 90.940 msnm 90.140 msnm 89.740 msnm N.T.N.= 92.735 msnm 89.440 msnm TUBERIA PVC Ø160mm 91.140 msnm Ø3/8″@0.225 Ø3/8″@0.30 Ø3/8″@0.225 Ø3/8″@0.30 Ø1/2″@0.20 LOSA DE FONDO Ø1/2″@0.20 MARCO Y TAPA DE CONCRETO PRE-FABRICADO Ø 3/8″@ 0.15 m 5 REFUERZO ADICIONAL EN ZONA DE ESC: 1/25 INGRESO DE LOSA SUPERIOR C.B. ESC: 1/25 LOSA DE TECHO C.B. LOSA DE TECHO C.B. ESC: 1/25 ARMADURA INFERIOR DE ARMADURA SUPERIOR DE DETALLE 1 0.15 0.15 0.30 0.30 1.20 1.50 1.20 0.15 0.15 1.50 0.30 0.30 0.15 0.15 1.50 1.20 0.30 0.30 3 Ø 3/8″ USAR 4 Ø 3/8″ USAR 4 Ø 3/8″ 2 Ø 3/8″ CIRCULAR Ø 3/8″ @ 0.20 m ARMADURA RADIAL Ø 3/8″ 2 ANILLOS Ø 1/2″ VER DETALLE 1 f’c = 210 Kg/cm ² 5 VEREDA N.T.N.= 92.835 msnm VEREDA SUMERGIBLE BASE DE JEFE BOMBA VALVULAS CAJA DE BUZON – 13A VIENE DE 5 5 5 BUZON – 15 SE VA A BUZON – 15 NIVEL DE ARRANQUE NIVEL DE PARADA CABLE HACIA EL POSTE DE 1/2 HP ALIMENTACION DE ENERGIA TUB. PVC Ø160mm TUBERIA Ø160mm PVC- SAP C-10 CON UÑAS 5 1.90 5 5 ESQUEMA DE EQUIPO DE BOMBEO CAMARA DE BOMBEO CAMARA DE BOMBEO – ESTRUCTURAS BUZON – 15 5 5 5 (TIPICO) (TIPICO) DE CAMARA DE BOMBEO LOSA DE TECHO DE CAMARA DE BOMBEO VER LOSA DE TECHO 15 14 13 CT=98.170 CF=97.288 CT=97.984 13B 13A 18 13A’ 15′ 14′ 13′ 5 DE BOMBEO Ø160 mm CF=95.670 PASAJE 03 PASAJE 01 PASAJE 02 L = 21,11m Ø4″ PVC- SAP C10 h=2.50 h=0.70 CAMARA L = 32,00m Ø160mm PVC 52,72m Ø160mm PVC CF=97.148 CT=98.034 h=0.89 CT=98.359 CF=95.364 h=2.995 16 15 14 13 13B 13A 19 18 13C’ 15′ 14′ 13′ BB \A1;11.35m Ø160mm PVC 1 17 14 15 16 18 1 6 7 8 15 9 16 14 13 12 11 10 17 18 20 21 22 23 33 28 27 31 32 24 19 29 25 26 1 3 4 5 50 49 48 47 2 35.30m Ø160mm PVC- SAP C-10 13A’ B C DE BOMBEO CAMARA CT=97.650 CF=95.812 h=1.84 CT=98.000 CF=94.544 h=3.456 CF=97.141 CT=98.034 h=0.893 PASAJE 03 PASAJE 01 PASAJE 02 UBICACION DE CAMARA DE BOMBEO EN RED DE ALCANTARILLADO PLANTA ESC = 1 : 200