Pump Station DWG Block for AutoCAD

Plant of pump derivation and control for pipe 1.52

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

excavation, excavation, excavation, excavation, excavation, excavation, excavation, excavation, excavation, excavation, rack, stairs, stairs, stairs, Ptelmex, Ptelmex, pair, Water, To the ditch collector, mother, Concrete template, To the ditch collector, mother, Esc:, Esc:, Vars, load of, Irving type grid, With sole of, Elev., Sliding gate, Vars, Vars, Shaft shaft, Lift mechanism, Vars, Elev., After the completion of the, Demolition of existing carcamo, Construction of ditch collector, Elev., mother, Vars, Vars, Esc:, Spillway wall, Step of fofo, Vars, Elev., Concrete template, Vars, Vars, Sliding gate, see detail, Vars, Vars, Elev., Esc:, Vars, Elev., Vars, see detail, Vars, Lift mechanism, Vars, Elev., see detail, Grille floor, Irving weight, Vars, see detail, Vars, Vars, Vars, Vars, Esc:, Vars, Additional reinforcement by, Face in hole in wall, Vars, Pumping plant, Control derivation structure

Raw text data extracted from CAD file:

\A1;30 \A1;30 \A1;30 \A1;196 \A1;30 \A1;30 \A1;476 \A1;100 \A1;76 \A1;8 \A1;8 \A1;30 \A1;30 \A1;76 \A1;20 \A1;100 \A1;30 \A1;538 \A1;402 \A1;166 \A1;476 \A1;76 \A1;432 \A1;166 \A1;30 \A1;476 \A1;30 \A1;100 \A1;30 \A1;76 \A1;60 \A1;40 \A1;60 \A1;30 \A1;76 \A1;256 \A1;76 \A1;30 \A1;8 \A1;60 \A1;100 \A1;30 \A1;60 \A1;8 \A1;30 \A1;100 \A1;20 \A1;11 \A1;.30 \A1;.30 \A1;1.96 \A1;20 \A1;30 \A1;100 \A1;478 \A1;.30 \A1;76 \A1;30 \A1;196 \A1;30 \A1;30 \A1;30 \A1;30 \A1;60 \A1;76 \A1;100 \A1;30 \A1;30 \A1;76 \A1;30 \A1;60 \A1;40 \A1;30 \A1;80 \A1;100 \A1;76 \A1;76 \A1;8 \A1;256 \A1;60 \A1;30 \A1;8 \A1;60 \A1;30 \A1;30 \A1;30 \A1;30 \A1;100 \A1;200 \A1;100 \A1;1.54 \A1;100 \A1;100 \A1;5 \A1;5 \A1;5 \A1;76d \A1;100 \A1;.22 \A1;.51 \A1;.42 \A1;.21 \A1;.21 \A1;1.02 \A1;.51 \A1;100 \A1;1.22 \A1;100 \A1;.54 \A1;200 \A1;30 \A1;200 \A1;100 2251.13 500 v-500 2251.13 501 v-501 500 2251.64 830 V-830 2251.45 2100 ESQ_REJILLA_FOSA 2251.37 2101 ESQ_REJILLA_FOSA 2251.42 2102 ESQ_REJILLA_FOSA 2251.51 2103 POZO_VISITA 2251.47 2104 EXCAVACION 2251.48 2105 EXCAVACION 2251.59 2106 EXCAVACION 2251.52 2107 EXCAVACION 2251.49 2108 EXCAVACION 2251.44 2109 EXCAVACION 2251.46 2110 EXCAVACION 2251.58 2111 EXCAVACION 2251.62 2112 EXCAVACION 2251.62 2113 EXCAVACION 2249.48 2114 LOMO_TUBO 2249.42 2115 LOMO_TUBO 2249.45 2116 LOMO_TUBO 2249.46 2117 LOMO_TUBO 2251.45 2118 CUARTO_BOMBAS 2251.88 2119 CUARTO_BOMBAS 2255.39 2120 CUARTO_BOMBAS_PAR_S 2251.84 2121 CUARTO_BOMBAS_PAR_S 2252.41 2122 ESQ_PARAMENTO 2251.41 831 V-830 2251.45 2123 REJILLA 2251.41 2124 ESCALERA 2250.39 2125 ESCALERA 2251.46 2126 ESCALERA 2251.75 2127 CUARTO_BOMBAS 2251.60 2128 ESQ_PILETA 2251.34 2129 LOMO_TUBO 2252.04 2130 ESQ_PILETA 2251.61 2131 ESQ_PILETA 2251.79 2132 ESQ_PILETA 2250.92 2133 FONDO_PILETA 2251.77 2134 ESQ_PARAMENTO 2255.21 2135 ESQ_CUARTO 2251.62 2136 ESQ_CUARTO 2251.40 2137 LOMO_TUBO 2251.38 2138 LOMO_TUBO 2251.39 2139 LOMO_TUBO 2251.28 2140 LOMO_TUBO 2251.28 2141 LOMO_TUBO 2251.31 2142 LOMO_TUBO 2251.31 2143 LOMO_TUBO 2251.93 2144 ENTRADA_MAQUINAS 2251.93 2145 ENTRADA_MAQUINAS 2251.33 2146 LOMO_TUBO 2251.25 2147 LOMO_TUBO 2251.32 2148 LOMO_TUBO 2251.30 2149 LOMO_TUBO 2252.58 2150 LOMO_TUBO_TERMINA 2252.75 2151 LOMO_TUBO 2252.75 2152 LOMO_TUBO 2252.39 2153 BASE_BOMBAS 2252.30 2154 BASE_MOTOR 2252.10 2155 BASE_MOTOR 2252.31 2156 BASE_MOTOR 2252.38 2157 BASE_BOMBA 2252.40 2158 BASE_BOMBA 2251.166 1013 PV 2251.322 1012 PTELMEX 2251.327 1045 PTELMEX 2251.160 1014 PV 2251.131 501 2251.529 1017 PAR 2251.502 1016 GUA 2251.450 1015 ARB/PLUZ 538 402 166 476 76 432 AL COLECTOR ZANJA MADRE I de f’c= 150 Kg/cm Plantilla de concreto 166 30 476 P L A N T A A AL COLECTOR ZANJA MADRE I ESC: 1:30 30 100 30 76 B 60 40 60 30 3.8 76 256 76 27.9 3.8 35.5 30 8 60 100 3.8 30 60 8 30 3.8 27.9 100 20 11 5 5 5 C O R T E B – B ESC: 1:30 Vars. 1/2″d @20 CARGA DE 3.2mm x 31.8mm. B REJILLA IRVING TIPO IS-05 CON SOLERA DE C Elev. 2249.41 COMPUERTA DESLIZANTE DE 76 X 76cm Vars. 1/2″d @20 76 Vars. 1/2″\U+2205 @ 20 Vars. 1/2″d @25 Vars. 1/2″\U+2205 @20 EJE DE VASTAGO 30 196 A 30 30 30 MECANISMO ELEVADOR Vars. 1/2″d @25 Elev. 2251.41 30 478 UNA VEZ QUE SE HAYA CONCLUIDO LA DEMOLICION DEL CARCAMO EXISTENTE CONSTRUCCION DEL COLECTOR ZANJA Elev. 2246.33 5 MADRE I C Vars. 1/2″\U+2205 @20 30 Vars. 1/2″\U+2205 @20 476 C O R T E A – A ESC: 1:30 MURO VERTEDOR ESCALON DE Fo.Fo. (VER DETALLE) 100 Vars. 1/2″\U+2205 @20 Vars. 1/2″\U+2205 @20 Elev. 2249.41 de f’c= 150 Kg/cm Plantilla de concreto 76 8 8 Vars. 1/2″\U+2205 @20 30 2 30 76 Vars. 1/2″\U+2205 @20 Vars. 1/2″\U+2205 @20 COMPUERTA DESLIZANTE DE 76 x 76 VER DETALLE “X” Vars. 1/2″d @20 20 100 Vars. 1/2″\U+2205 @20 30 60 76 Elev. 2249.11 \A1;Vars. 1/2″\U+2205 @20 ESC: 1:30 Vars. 1/2″d @20 C O R T E C – C 100 Elev. 2246.33 30 30 76 30 60 40 30 80 100 76 Vars. 1/2″d @20 76 8 256 60 30 8 60 30 30 VER DETALLE “Y” Vars. 1/2″d @20 Vars. 1/2″d @20 Vars. 1/2″d @20 Vars. 1/2″d @20 Vars. 1/2″d @20 Vars. 1/2″d @20 20 30 100 MECANISMO ELEVADOR Vars. 1/2″d @25 Vars. 1/2″\U+2205 @25 Elev. 2251.41 30 VER DETALLE W 29.80 Kg/m PISO DE REJILLA IRVING IS-05 PESO 2 Vars. 1/2″\U+2205 @25 VER DETALLE “Z” 30 30 196 Vars. 1/2″d @20 Vars. 1/2″d @20 30 Vars. 1/2″d @20 30 30 100 200 100 5 2 Vars. 5/8″d 5/8″d 100 2 Vars. 2 Vars. de 5/8″d 100 5 5 5 76d 100 5 5 5 5 5 5 5 100 5 ESC: 1:30 100 5 200 2 Vars. 5/8″d 30 REFUERZO ADICIONAL POR CARA EN ORIFICIO EN MURO 200 100 2 Vars. de 5/8″d PLANTA DE BOMBEO ESTRUCTURA DE DERIVACION Y CONTROL