Water Loading Chamber Water Taking DWG Detail for AutoCAD

Loading chamber detail and prosecution of stream distribution, for irrigation

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

Office of architecture constructions unit of studies projects, University City, Location:, flat:, draft:, University of the altiplano, work, design:, Distrib, date, scale, Drawing cad:, Rfc, Arq., sheet, Pedro, N.p.t., Section A’, pulpit, Central nave, Main elevation, Level distribution, Main income, Floor stone carved, Vinyl floor, Central nave, Capacity people, Vinyl floor, Vinyl floor, pulpit, sacristy, ceramic floor, Ss.hh., Steel leaves, Bolt with square nuts, Stem of, Steel leaves, Bolt with square nuts, Stem of, Stem of, Bolt with square nuts, Steel leaves, M. both senses, Detail gate esc., Cut esc., water level, Upstream channel, plant, Overflow channel, Clean channel, Clean type metal shutter, Power camera, Cut esc., water level, Foundation, Clean channel, cut, According to court, According to court, According to court, Sole, Fc, Metal sluice gate, concrete floor, Steel distribution, Cut esc., opening, Iron grating corrugated, opening, Iron grating corrugated, Cargo chamber, Sole, Stem of, Bolt with square nuts, Steel leaves, M. both senses, Detail esc., Storage volume, Fc, concrete, Balance tank, Steel leaves, Bolt with square nuts, Stem of, cut, Esc.

Raw text data extracted from CAD file:

B OFICINA DE ARQUITECTURA Y CONSTRUCCIONES – UNIDAD DE ESTUDIOS Y PROYECTOS CIUDAD UNIVERSITARIA UBICACION: PLANO: PROYECTO: UNIVERSIDAD NACIONAL DEL ALTIPLANO OBRA DISEÑO: DISTRIB FECHA : 2001 ESCALA : 1 : 50 DIBUJO CAD: RFC ARQ. V°B° A-00 N° LAMINA : pedro N.P.T. N.P.T. 9.15 8.285 7.80 6.935 -136.8440437495009 -136.8440437495009 -136.8440437495009 -136.8440437495009 + 0.00 + 0.45 ESC:1/50 SECCION A – A’ + 0.75 PULPITO NAVE CENTRAL + 3.10 1.80 9.00 0.15 2.80 1.25 3.00 9.15 -120.792643419739 -120.792643419739 -120.792643419739 -120.792643419739 ELEVACION PRINCIPAL + 0.00 ESC:1/50 + 0.45 -120.792643419739 -120.792643419739 -120.792643419739 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 1.25 4.75 4.75 4.75 0.30 0.95 0.30 4.45 0.30 4.45 0.30 0.30 4.45 4.95 3.00 10.88 4.45 4.75 0.95 1.25 0.30 4.45 0.30 0.30 0.30 4.45 4.75 4.75 0.30 0.30 1.20 1.45 0.15 0.85 3.05 3.00 0.40 0.10 1.45 1.00 1.45 1.45 1.20 2.10 1.875 0.15 0.15 2.10 3.50 0.95 0.95 3.50 3.50 0.95 0.95 3.75 3.50 1.875 3.75 0.735 0.735 4.95 -152.6917206094754 -152.6917206094754 5 -152.6917206094754 -152.6917206094754 5 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 B A -152.6917206094754 -152.6917206094754 -152.6917206094754 2 1 A -152.6917206094754 -152.6917206094754 DISTRIBUCION 1er NIVEL 3 4 ESC:1/50 -152.6917206094754 + 0.15 INGRESO PRINCIPAL PISO PIEDRA LABRADA B 1 1 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 C -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 D -152.6917206094754 + 0.15 PISO VINILICO 30 X 30 NAVE CENTRAL 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 -152.6917206094754 4 5 CAPACIDAD 80 PERSONAS -152.6917206094754 E -152.6917206094754 F -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 2 1 -152.6917206094754 B -152.6917206094754 PISO VINILICO 30 X 30 + 0.15 -152.6917206094754 + 0.45 PISO VINILICO 30 X 30 PULPITO -152.6917206094754 SACRISTIA -152.6917206094754 -152.6917206094754 PISO CERAMICO 30 X 30 SS.HH. -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 3 4 -152.6917206094754 -152.6917206094754 -152.6917206094754 B -152.6917206094754 A -152.6917206094754 6 A -152.6917206094754 -152.6917206094754 -152.6917206094754 -152.6917206094754 C -152.6917206094754 -152.6917206094754 -152.6917206094754 D -152.6917206094754 E -152.6917206094754 -152.6917206094754 F -152.6917206094754 -152.6917206094754 6 -152.6917206094754 \A1;0.40 \A1;0.15 \A1;0.30 \A1;0.26 \A1;0.25 \A1;3.00 \A1;1.30 \A1;1.00 \A1;1.10 \A1;0.25 \A1;1.40 \A1;0.40 \A1;0.15 \A1;7.00 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;5.55 \A1;5.00 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.90 \A1;0.30 \A1;5.15 \A1;1.20 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.30 \A1;3.00 \A1;0.15 \A1;1.00 \A1;0.26 \A1;0.46 \A1;1.40 \A1;0.25 \A1;0.30 \A1;0.48 \A1;0.55 \A1;0.78 0,48 0,15 \A1;5.55 \A1;5.00 \A1;0.30 \A1;0.30 \A1;0.25 \A1;1.10 \A1;2.01 \A1;0.15 \A1;3.00 \A1;0.25 \A1;0.30 \A1;0.80 \A1;1.05 \A1;0.80 \A1;1.10 0,15 \A1;0.10 \A1;1.10 \A1;7.05 \A1;2.46 \A1;.30 \A1;.70 \A1;2.50 \A1;.30 \A1;.12 \A1;.25 \A1;.10 \A1;.10 \A1;.03 \A1;.09 \A1;.50 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 \A1;TORNILLO ACERO SAE 10.45 PERNO DE 5/8″ CON TUERCAS CUADRADAS VÁSTAGO DE Ø 1 1/2″ \A1;VASTAGO X X \A1;.30 \A1;.70 \A1;2.50 \A1;.30 \A1;.12 \A1;.25 \A1;.10 \A1;.10 \A1;.03 \A1;.09 \A1;.50 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 -197.5544609557614 \A1;TORNILLO ACERO SAE 10.45 PERNO DE 5/8″ CON TUERCAS CUADRADAS VÁSTAGO DE Ø 1 1/2″ \A1;VASTAGO X X \A1;.50 \A1;.09 \A1;.03 \A1;.10 \A1;.10 \A1;.25 \A1;.12 \A1;2.50 \A1;.48 \A1;.20 \A1;0.10 \A1;0.90 \A1;0.15 \A1;0.40 \A1;1.05 \A1;0.40 \A1;0.15 \A1;0.90 \A1;0.10 \A1;.30 \A1;.48 \A1;2.50 \A1;.30 \A1;.12 \A1;.25 \A1;.10 \A1;.10 \A1;.03 \A1;.09 \A1;.50 \A1;1.05 -6966.922814772993 X X \A1;VASTAGO VÁSTAGO DE Ø 1 1/2″ PERNO DE 5/8″ CON TUERCAS CUADRADAS \A1;TORNILLO ACERO SAE 10.45 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 -6966.922814772993 Ø 3/8″ @ 0.20 m. Ambos Sentidos C° f ‘c= 175 kg/cm2 DETALLE COMPUERTA \H0.5x;\l esc. 1/50 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.56 \A1;7.05 \A1;0.30 \A1;2.24 \A1;2.50 \A1;2.25 \A1;2.50 \A1;1.26 \A1;7.05 \A1;5.55 \A1;2.50 \A1;2.25 \A1;1.25 \A1;2.50 \A1;2.49 \A1;0.25 \A1;0.25 \A1;2.73 \A1;0.65 \A1;1.15 \A1;2.50 \A1;1.05 \A1;.12 \A1;.25 \A1;.10 \A1;.10 \A1;.03 \A1;.09 \A1;.50 \A1;3.25 C° f ‘c=175 kg/cm2 5 5 5 5 5 4238.70 4239.26 5 5 4235.96 CORTE B-B \H0.5x;\l Esc. 1/50 4236.26 S = 5 % 5 4236.02 5 5 5 4237.56 4238.96 NIVEL DE AGUA 4239.26 5 5 4237.56 5 5 5 D Canal de conduccion aguas arriba B 0.50 5 D 4238.70 5 5 5 PLANTA \H0.6667x;\l E\H0.7x;sc. 1/50 Canal de rebose Canal de limpia 5 5 5 4239.26 C C Compuerta metalíca de limpia tipo I 5 B 5 4235.96 CAMARA DE ALIMENTACION 4236.26 5 5 5 5 5 0.50 5 5 4236.90 CORTE B-B \H0.5x;\l esc. 1/50 4236.66 5 S = 5 % 5 5 5 4239.34 4238.20 5 4239.90 NIVEL DE AGUA 4239.60 5 4239.90 5 CIMENTACION \H0.6667x;\l E\H0.7x;sc. 1/50 Canal de limpia 5 5 CORTE E -E \H0.6667x;\l \H0.7x;esc. 1/25 5 5 5 Segun Corte D-D 3/8″ @ 0.25 Segun Corte D-D 3/8″ @ 0.25 5 5 5 5 5 5 D D 5 5 3.00 5 5 Segun Corte D-D Solado 5 5 5 4236.60 5 f’c = 175 Kg/Cm2 Compuerta metalica de limpia Piso de Concreto E E 5 DISTRIBUCION DE ACERO 5 5 3/8″ @ 0.20 3/8″ @ 0.20 CORTE D-D \H0.5x;\l esc. 1/50 5 5 ABERTURA 3/8″ REJILLA FIERRO CORRUGADO ABERTURA 3/8″ REJILLA FIERRO CORRUGADO CAMARA DE CARGA Ø 3/8″ @ 0.10 Ø 3/8″ @ 0.15 Solado Solado 5 X X \A1;VASTAGO VÁSTAGO DE Ø 1 1/2″ PERNO DE 5/8″ CON TUERCAS CUADRADAS \A1;TORNILLO ACERO SAE 10.45 5 5 5 5 5 5 5 2.50 5 5 5 5 5 5 Ø 3/8″ @ 0.20 m. Ambos Sentidos C° f ‘c= 175 kg/cm2 DETALLE COMPUERTA\H0.5x;\l esc. 1/25 5 5 VOLUMEN DE ALMACENAMIENTO 83.00 M3 5 5 5 2.5 1.0 2.5 1.0 5 5 5 5 5 5 5 5 5 5 5 5 f’c = 175 Kg/Cm2 Concreto 5 5 5 5 4236.60 4237.50 4239.60 4239.90 4236.02 5 5 5 5 F F TANQUE DE EQUILIBRIO 5 5 5 5 5 5 5 \A1;TORNILLO ACERO SAE 10.45 PERNO DE 5/8″ CON TUERCAS CUADRADAS VÁSTAGO DE Ø 1 1/2″ X X CORTE F-F \H0.6667x;\l \H0.7x;esc. 1/25 5 DETALLE\H0.5x;\l esc. 1/20