Water Catchment Collection System, File 1 DWG Block for AutoCAD

Water Catchment Collection System, File 1 DWG Block for AutoCAD

system of water catchment

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

Niv, access, Cantons, Cantons, slab, Wall, kind, kind, round, On each side, round, kind, kind, Of, Round, each side, Marine staircase, With traces of, Smooth round, elevation, Box type, Flattened concrete, Cm. of thickness., N.p.t., Concrete dala, With vars. Of d., Wall of partition., Steel by temperature., reinforced concrete., Poor concrete template, Var. from, Flagstone, plant, Cantons, Round smooth, Round traces, Smooth, On each side, Smooth round, Of iron handle, Reinforced with square iron, Non-slip caliber, Galvanized sheet cover, Angles, Perimeters, Hinges, kind, Collection box, Too many, Municipal network, Step man, Box type, Step man, Clean, Too many, Box type, Clean, Collector, Cash out, Too many, Collector, Cash out, Clean, Horizontal scale, Vertical scale, N.a., Horizontal scale, Vertical scale, N.a., Box type, N.a., Box type, Horizontal scale, Vertical scale, Water eye guy, Water birth, Box type, N.a., Pvc. Wide, Pvc. Wide, Clean, Too many, Collector, Cash out, Collector, Cash out, Clean, Too many, Staircase detail, Cantons, Round smooth, Round traces, Smooth, On each side, Smooth round, Of iron handle, Reinforced with square iron, Non-slip caliber, Galvanized sheet cover, Angles, Perimeters, Hinges, kind, Too many, Clean, Box type, Box type, Network output, drain, tube, One on each side, Var., tube, One on each side, Var., tube, One on each side, Var., building, alley, channel, av. Benito Juarez, sidewalk, Canal wall, building, walker, stream, Garrison, rock, building, Neighbour, River, pool, rock, River, stream, Facing, Collection box, Too many, Step man, Box type, Step man, Clean, Too many, Box type, Clean, Collector, Cash out, Too many, Collector, Cash out, Clean, Box type, Canal wall, rock, Municipal network, Box type, Municipal network, Box type, Regularization tank, scale., Plant set, Acot. Mts., In the design of the foundation was considered an admissible effort to the terrain of support, Structural elements prior to it so the details should be consulted, The preparations of the different pipe passages must be left through, After the construction of the tank, the permissible stress in the tank must be verified., At the level of, Terrain level of, Low ratio that is compatible with good maniabilidad a good, Compaction so that an additive of air can be used a waterproofing agent, integral. All concrete will be vibrated cured with membrane. In the boards of, The receiving surface will be cleaned with wire brush water pressure applying a, The wall frame may be removed the days after casting while, In the bottom slab the days after the safe will be removed, All the rods will be topped with square hooks, The reinforcing steel will be taking care of the cleaning of the rods to, Avoid rusting before depositing concrete. Free coatings, The structural steel will be of the type in the welding of will be used, Square brackets shall be adjusted as indicated in the table below., They will be of cm in slab of foundation as well as in walls the slab lid will be of, Cement grout an old concrete adhesive prior to the second, Dimensions except those indicated in another unit. Elevations in meters., Tank will be of the same thickness as one should, Ensure a minimum waterproofness in this for which a, Use concrete on the curb template. In the structure of the, Reinforcement details, Rods if in a section splices more, Of the part of the reinforcement lengths, In no case will it be allowed to join in, Same section of the same, Overlap will increase by, Diam., Regularization tank, scale., cut, Acot. Cm., Regularization tank, scale., cut, Acot. Cm., Regularization tank, scale., Plant set, Acot. Mts., scale., Stairway detail, Acot. Cm., Record detail of, Acot. Cm., scale., Detail of pipe passage, Acot. Cm., In such a way as to obtain a monolithic element., The case of using some accelerant., Electrodes of the series, Plumbing indicated in the above chart., localization map, Symbology, Notes, flat:, key:, Catch box, sidewalk, Terraced road, wire fence, Construction of buildings, Close to mesh, water channel, Levels, natural terrain, The structural design of this tank was realized by the caem only realized, The adaptation of the plumbing operation., The resistance of the ground for the construction of the tank, Given that the study of soil mechanics was not carried out, Regularization tank, scale., cut, Acot. Cm., P.v.c. band Cm wide

Raw text data extracted from CAD file:

NIV ±0.00 ACCESO \A1;5.00 \A1;6.50 \A1;5.00 \A1;10.00 \A1;5.00 \A1;80.00 \A1;12.50 \A1;12.50 \A1;105.00 \A1;5.00 \A1;80.00 \A1;7.50 \A1;12.50 \A1;5.00 \A1;105.00 \A1;x \A1;y \A1;a \A1;10 \A1;e \A1;c \A1;e \A1;a \A1;e \A1;e \A1;10 \A1;h \A1;10 \A1;10 \A1;c \A1;a \A1;e \A1;e \A1;e \A1;b \A1;e \A1;30.00 \A1;28.00 \A1;5 PERALTES @ 0.30=1.50 \A1;178.00 \A1;90.00 \A1;15.00 \A1;290.00 \A1;62.50 \A1;130.00 \A1;97.50 \A1;12.00 \A1;115.00 \A1;135.00 \A1;205.00 \A1;140.00 \A1;20.00 \A1;20.00 \A1;10.00 \A1;80.00 \A1;53.53 \A1;130.00 \A1;12.00 \A1;571.78 \A1;71.00 \A1;90.00 \A1;94.66 \A1;200.68 \A1;25.00 \A1;15.00 \A1;225.68 \A1;62.50 \A1;702.60 \A1;62.50 \A1;80.00 \A1;80.00 \A1;240.00 \A1;350.00 \A1;205.00 \A1;140.00 \A1;340.00 \A1;202.75 \A1;139.59 \A1;30.00 \A1;4 PERALTES @ 0.30=1.20 \A1;163.82 \A1;90.00 \A1;15.00 \A1;447.20 \A1;115.00 \A1;272.50 \A1;132.53 \A1;98.08 \A1;35.00 \A1;130.00 \A1;35.00 \A1;15.00 \A1;15.00 \A1;15.00 \A1;120.00 \A1;90.00 \A1;40.00 \A1;40.00 \A1;441.76 \A1;75.00 \A1;272.50 \A1;118.32 \A1;50.00 \A1;100.00 \A1;50.00 \A1;227.50 \A1;65.00 \A1;132.32 \A1;143.68 \A1;30.00 \A1;30.00 \A1;30.00 \A1;30.00 \A1;49.20 \A1;150.00 \A1;300.00 \A1;100.00 \A1;20.00 \A1;45.00 \A1;15.00 \A1;43.00 \A1;15.00 \A1;20.00 \A1;58.00 \A1;60.00 \A1;45.00 \A1;135.00 \A1;20.00 \A1;15.00 \A1;712.80 \A1;230.00 \A1;225.68 \A1;62.50 \A1;78.50 \A1;10.00 \A1;20.00 \A1;207.50 \A1;80.00 \A1;67.15 \A1;25.00 \A1;224.60 \A1;12.00 \A1;173.00 \A1;20.00 \A1;43.00 \A1;205.00 \A1;58.00 \A1;45.00 \A1;45.00 \A1;205.00 \A1;10.00 \A1;10.00 \A1;200.00 \A1;15.00 \A1;15.00 \A1;215.00 \A1;230.00 \A1;200.00 \A1;15.00 \A1;15.00 \A1;215.00 \A1;230.00 \A1;10.00 \A1;10.00 \A1;15.00 \A1;60.00 \A1;80.00 \A1;60.00 \A1;15.00 \A1;100.00 \A1;100.00 \A1;20.00 \A1;100.00 \A1;15.00 \A1;50.00 \A1;15.00 \A1;8.81 \A1;110.19 \A1;65.00 \A1;117.50 \A1;302.69 \A1;20.00 \A1;207.50 \A1;25.00 \A1;200.68 \A1;138.60 \A1;230.00 \A1;95.78 \A1;78.50 \A1;70.81 \A1;166.75 \A1;140.00 \A1;120.00 \A1;310.81 \A1;147.50 \A1;120.00 \A1;10.00 \A1;20.00 \A1;20.00 \A1;140.00 \A1;80.00 \A1;30.00 \A1;70.00 \A1;45.00 \A1;90.00 \A1;130.00 \A1;43.00 \A1;15.00 \A1;45.00 \A1;140.00 \A1;96.10 \A1;25.00 \A1;15.00 \A1;840.41 \A1;292.53 \A1;30.00 \A1;30.00 \A1;30.00 \A1;43.82 \A1;49.20 \A1;115.00 \A1;200.00 \A1;15.00 \A1;135.00 \A1;185.00 \A1;75.00 \A1;90.39 \A1;725.83 \A1;100.00 \A1;65.00 \A1;276.03 \A1;164.00 \A1;440.00 \A1;6.30 \A1;6.30 \A1;6.30 \A1;12.59 \A1;6.30 \A1;12.59 \A1;12.59 \A1;6.30 \A1;6.30 \A1;6.30 \A1;6.30 \A1;12.59 \A1;10.00 \A1;10.00 \A1;10.00 \A1;20.00 \A1;10.00 \A1;20.00 \A1;20.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;20.00 \A1;12.59 \A1;12.59 \A1;12.59 \A1;25.19 \A1;12.59 \A1;25.19 \A1;25.19 \A1;12.59 \A1;12.59 \A1;12.59 \A1;12.60 \A1;25.19 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;1.10 \A1;0.65 \A1;1.18 \A1;3.03 \A1;2.07 \A1;0.25 \A1;2.01 \A1;0.25 \A1;0.15 \A1;2.26 \A1;0.96 \A1;0.62 \A1;0.79 \A1;0.71 \A1;7.03 \A1;1.40 \A1;1.20 \A1;4.47 \A1;1.15 \A1;2.73 \A1;1.33 \A1;0.98 \A1;0.35 \A1;1.30 \A1;0.35 \A1;1.20 \A1;1.85 \A1;0.90 \A1;0.40 \A1;0.40 \A1;4.42 \A1;0.75 \A1;2.73 \A1;1.18 \A1;0.50 \A1;1.00 \A1;0.50 \A1;2.27 \A1;0.65 \A1;1.00 \A1;0.65 \A1;2.76 \A1;1.64 \A1;1.32 \A1;2.94 \A1;1.44 \A1;1.46 \A1;0.10 \A1;2.00 \A1;2.15 \A1;2.30 \A1;2.00 \A1;2.15 \A1;2.30 \A1;0.15 \A1;0.60 \A1;0.80 \A1;0.60 \A1;1.00 \A1;1.00 \A1;0.20 \A1;1.39 \A1;2.30 \A1;1.67 \A1;3.11 \A1;8.40 \A1;2.93 \A1;1.15 \A1;2.00 \A1;1.35 \A1;0.75 \A1;0.90 \A1;7.26 \A1;1.50 \A1; \A1; \A1; \A1; \A1; \A1; LOSA MURO TIPO 0.5 TIPO REDONDO d=1/2" 5 5 L 4"x4"x1/4" DE CADA LADO P d=1/2" REDONDO TIPO 0.5 5 5 TIPO 0.6 DE d=1" DE 4 REDONDOS CADA LADO ESCALERA MARINA CON 11 HUELLAS DE REDONDO LISO DE d=1" @ 25 0.3 5 5 5 5 5 5 5 5 5 5 5 ELEVACION x CAJA TIPO 2 y a 10 e c e APLANADO DE CEMENTO DE 1 cm. DE ESPESOR. N.P.T. DALA DE CONCRETO CON 2 VARS. DE 3/8" d. MURO DE TABIQUE. ACERO POR TEMPERATURA. CONCRETO REFORZADO. PLANTILLA DE CONCRETO POBRE a e e 10 h 10 10 c 1 VAR. DE 3/8" d LOSA Y CONTRAMARCO a e e e b e PLANTA B 5 5 5 5 5 5 5 PERALTES @ 0.30=1.50 5 2 REDONDOS LISOS DE d=1" 11 HUELLAS DE REDONDO LISO DE d=1" @ 25 0.6 DE CADA LADO 4 L 4"x4"x1/4" 5 REDONDO LISO DE 3/4" d DE (1/2"X1/2") Y ASA DE FIERRO REFORZADA CON FIERRO CUADRADO ANTIDERRAPANTE CALIBRE 8 TAPA DE LAMINA GALVANIZADA ANGULOS DE 2"X2"X5/16" PERIMETRALES 3 BISAGRAS DE 3" 5 0.6 TIPO 5 CAPTACION-02 CAJA RECOLECTORA 203mm (8") DEMASIAS A RED MUNICIPAL 101mm (4") 5 PASO HOMBRE CAJA TIPO 2 PASO HOMBRE LIMPIA 152mm (6") DEMASIAS 100mm (4") CAJA TIPO 2 CAJA TIPO 2 CAJA TIPO 2 CAJA TIPO 2 152mm (6") LIMPIA 152mm (6") RECOLECTORA SALIDA A CAJA 152mm (6") DEMASIAS 101mm (4") RECOLECTORA SALIDA A CAJA 101mm (4") LIMPIA 1,970 1,969 1,968 1,967 1,966 1,965 1,964 1,963 1,962 1,961 F-F ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 0+000.00 Elev=1,968.743 0+002.00 Elev=1,967.616 0+004.00 Elev=1,967.580 0+006.00 Elev=1,967.854 0+008.00 Elev=1,967.853 0+010.00 Elev=1,968.147 0+010.05 Elev=1,968.129 N.A. =+1967.80 N.A. =+1967.65 N.A. =+1966.50 N.A. =+1968.35 N.A. =+1968.35 1,970 1,969 1,968 1,967 1,966 1,965 1,964 1,963 1,962 1,961 E-E ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 0+000.00 Elev=1,967.379 0+002.00 Elev=1,967.332 0+004.00 Elev=1,967.434 0+006.00 Elev=1,967.578 0+008.00 Elev=1,968.074 0+010.00 Elev=1,969.202 0+010.45 Elev=1,969.429 NC.A.=+1967.864 N.A. =+1968.35 N.A. =+1967.80 N.A. =+1966.50 N.A. =+1967.65 CAJA TIPO 2 N.A. =+1967.52 N.A. =+1966.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E D A 1 2 3 A A B B C C A B C 2 1 3 E E D D F F A B C B C D E 3 2 1 5 5 H H G G A C 1 3 I I B 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA TIPO 2 5 1,970 1,969 1,968 1,967 1,966 1,965 1,964 1,963 1,962 1,961 D-D ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 0+000.00 Elev=1,969.238 0+002.00 Elev=1,968.322 0+004.00 Elev=1,967.460 0+006.00 Elev=1,967.366 0+008.00 Elev=1,967.335 0+010.00 Elev=1,967.192 0+010.57 Elev=1,967.225 NC.A.=+1967.86 OJO DE AGUA CHICO NACIMIENTO DE AGUA CAJA TIPO 2 N.A. =+1968.35 N.A. =+1967.80 N.A. =+1966.50 N.A. =+1967.52 N.A. =+1966.45 N.A. =+1967.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 2 1 5 5 5 \A1;Banda ojillada PVC. de 20cm. de ancho Vars.5/8"d @30 Vars.5/8"d @15 Vars.1/2"d @24 Vars.1/2"d @12 Vars.1/2"d @25 Vars.3/8"d @15 Vars.3/8"d @17 Vars.3/8"d @30 Vars.1/2"d @15 Vars.3/8"d @15 Vars.1/2"d @25 Vars.1/2"d @15 Vars.5/8"d @30 Vars.1/2"d @12 Vars.1/2"d @24 Vars.3/8"d @30 Vars.3/8"d @17 Vars.5/8"d @15 1Vars.3/8"d 1Vars.3/8"d Vars.3/8"d @30 Vars.3/8"d @17 Vars.3/8"d @15 Vars.3/8"d @15 Vars.1/2"d @25 Vars.1/2"d @15 Vars.5/8"d @30 Vars.5/8"d @15 Vars.1/2"d @12 Vars.1/2"d @24 1Vars.3/8"d \A1;Banda ojillada PVC. de 20cm. de ancho \A1;Banda ojillada PVC. de 20cm. de ancho 152mm (6") 101mm (4") 11 19 12 14 12 15 1 18 2 3 4 3 5 6 7 8 1 18 9 3 4 3 10 16 12 12 12 12 17 6 5 1 17 2 3 3 4 5 11 7 7 7 7 12 10 7 9 7 7 7 6 17 5 1 13 14 13 15 13 3 4 3 16 13 17 17 16 17 18 1 19 6 1 18 13 14 3 4 3 15 1 18 2 3 4 3 5 11 7 7 7 7 12 10 7 9 7 7 7 19 6 152mm (6") LIMPIA 203mm (8") DEMASIAS 152mm (6") RECOLECTORA SALIDA A CAJA 152mm (6") RECOLECTORA SALIDA A CAJA 152mm (6") LIMPIA 203mm (8") DEMASIAS DETALLE ESCALERA B 5 5 5 5 5 4 PERALTES @ 0.30=1.20 5 2 REDONDOS LISOS DE d=1" 11 HUELLAS DE REDONDO LISO DE d=1" @ 25 0.6 DE CADA LADO 4 L 4"x4"x1/4" 5 REDONDO LISO DE 3/4" d DE (1/2"X1/2") Y ASA DE FIERRO REFORZADA CON FIERRO CUADRADO ANTIDERRAPANTE CALIBRE 8 TAPA DE LAMINA GALVANIZADA ANGULOS DE 2"X2"X5/16" PERIMETRALES 3 BISAGRAS DE 3" 5 0.6 TIPO 5 Vars.5/8"d Vars.3/8"d Vars.5/8"d Vars.3/8"d 29 29 29 29 29 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DEMASIAS 152mm (6") 8 19 7 9 6 7 LIMPIA 100mm (4") CAJA TIPO 2 1 3 4 3 13 15 CAJA TIPO 2 1 4 3 2 5 SALIDA A RED 3 152mm (6") DESAGUE 7 7 7 7 12 7 10 11 100mm (4") TUBO d101mm (4") 5 5 5 5 5 5 5 5 5 5 5 0.4 UNA EN CADA CARA (TIPO) 5 P e=1/4" L 2 VAR. #4 (1/2") TUBO d152.4mm (6") 5 5 5 5 5 5 5 5 5 5 5 0.6 UNA EN CADA CARA (TIPO) 5 P e=1/4" L 2 VAR. #4 (1/2") TUBO d203.2mm (8") 5 5 5 5 5 5 5 5 5 5 5 0.8 UNA EN CADA CARA (TIPO) 5 P e=1/4" L 2 VAR. #4 (1/2") CONSTRUCCION CONSTRUCCION CONSTRUCCION CONSTRUCCION CONSTRUCCION CALLEJON CANAL AV. BENITO JUAREZ BANQUETA BANQUETA MURO CANAL MURO CANAL CONSTRUCCION ANDADOR ANDADOR ARROYO ARROYO GUARNICION ROCA CONSTRUCCION VECINO RIO RIO RIO PILETA ROCA RIO ARROYO PARAMENTO 1963.799 CAPTACION-02 CAJA RECOLECTORA 203mm (8") DEMASIAS 5 PASO HOMBRE CAJA TIPO 2 PASO HOMBRE LIMPIA 152mm (6") DEMASIAS 100mm (4") CAJA TIPO 2 CAJA TIPO 2 CAJA TIPO 2 CAPTACION-01 152mm (6") LIMPIA 152mm (6") RECOLECTORA SALIDA A CAJA 152mm (6") DEMASIAS 101mm (4") RECOLECTORA SALIDA A CAJA 101mm (4") LIMPIA A A B B C C A B C 2 1 3 E E D D F F A B C D E 3 2 1 H H G G A C 1 3 I I B 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA TIPO 2 5 152mm (6") 101mm (4") 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1965.80 1966.00 1966.20 1965.80 1965.80 1966.40 1966.40 1966.60 1966.80 1967.00 1967.00 1966.40 1966.60 1966.80 1967.00 1967.20 1967.40 1967.60 1967.80 1968.00 1968.00 1967.00 1967.20 1967.20 1967.40 1967.60 1967.60 1967.80 1966.00 1965.80 1965.80 1966.00 1968.00 MURO CANAL ROCA A RED MUNICIPAL 254mm (10") CAJA TIPO 3 A RED MUNICIPAL 254mm (10") CAJA TIPO 3 TANQUE DE REGULARIZACION ESCALA. 1:100 PLANTA DE CONJUNTO ACOT. Mts. 7.- En el diseno de la cimentacion se considero un esfuerzo admisible al terreno de apoyo elementos estructurales previos a su colado, por lo que deberan consultarse los detalles 8.- Se deberan dejar las preparaciones de los diferentes pasos de tuberia atravez de 9.- Previo a la construccion del tanque se debera verificar el esfuerzo admisible en el al nivel de desplante de fadm=6.0 ton/m2. terreno a nivel de desplante de Fminimo=6.0 ton/m2. baja relacion a/c que sea compatible con una maniabilidad satisfactoria y una buena compactacion por lo que podra utilizarse un aditivo inclusor de aire y un impermeabilizante integral. Todo el concreto sera vibrado y curado con membrana. En las juntas de colado, la superficie receptora se limpiara con cepillo de alambre y agua a presion aplicando una 3.- La cimbra en muros podra ser retirada a los 5 dias despues del colado mientras que, en losa tapa, losa de fondo y trabes, se retirara a los 20 dias despues del colado, salvo 5.- Todas la varillas se remataran con escuadra o gancho; los traslapes, ganchos y 4.- El acero de refuerzo sera de fy=4200 kg/cm2 cuidando la limpieza de las varillas para evitar que tengan oxido suelto, antes de depositar el concreto. Los recubrimientos libres 6.- El acero estructural sera del tipo A-36. En la soldadura de campo, se emplearan escuadras no acotadas se ajustaran a lo indicado en la tabla de "Detalles de Refuerzo". seran de 3 cm en losa de cimentacion asi como en muros la losa tapa sera de 2.0cm. lechada de cemento o un adhesivo concreto nuevo-concreto viejo previos al segundo 1.- Acotaciones en centimetros, excepto las indicadas en otra unidad. Elevaciones en metros. tanque (muro y losas) sera de f'c=250 kg/cm2 con TMA grueso de 3/4"d. Se debera garantizar una impermeabilidad minima en este concreto, para lo cual se utilizara una 2.- Usese concreto de f'c=100 kg/cm2 en la plantilla de desplante. En la estructura del DETALLES DE REFUERZO \A1;a \A1;a b \A1;e r 5 10 25 30 10 75 VARILLAS SI EN UNA SECCION SE EMPALMA MAS DE LA 3a. PARTE DEL REFUERZO "LAS LONGITUDES EN NINGUN CASO SE PERMITIRA EMPALMAR EN UNA MISMA SECCION MAS DEL 50% DE LAS DE TRASLAPE AUMENTARAN EN UN 50% 60 45 c 3 4 8 6 18 20 25 20 8 6 DIAM. a b c r e TANQUE DE REGULARIZACION ESCALA. 1:30 CORTE D-D ACOT. CM. TANQUE DE REGULARIZACION ESCALA. 1:30 CORTE F-F ACOT. CM. TANQUE DE REGULARIZACION ESCALA. 1:40 PLANTA DE CONJUNTO ACOT. Mts. ESCALA. 1:20 DETALLE DE ESCALERA ACOT. CM. SIN/ESCALA DETALLE DE REGISTRO DE 80x80 ACOT. CM. ESCALA. 1:15 DETALLE DE PASO DE TUBERIAS ACOT. CM. colado, de tal manera que se obtenga un elemento monolitico. el caso de usar algun acelerante. electrodos de la serie E-70. de fontaneria indicados en el plano indicado. CROQUIS DE LOCALIZACION SIMBOLOGIA NOTAS 2 DE 2 PLANO: CLAVE: OC1-EST CAJA DE CAPTACIÓN VEREDA CAMINO DE TERRACERIA CERCA DE ALAMBRE PARAMENTO DE CONSTRUCCIONES CERCA DE MALLA CANAL DE RIEGO NIVELES TERRENO NATURAL 10.- El diseño estrucctural de este tanque fue realizdo por la CAEM y unicamente se realizo la adaptacion del funsionamiento de la fontaneria. 11.- Queda ajuicio de la CAEM la resistencia del terreno para la construccion del tanque dada que no fue realizado el estudio de mecanica de suelos TANQUE DE REGULARIZACION ESCALA. 1:30 CORTE E-E ACOT. CM. Banda de P.V.C. de 20 cm de ancho Escalera marina de 2.50 m. de altura Tapa de registro de inspeccion Acero de refuerzo fy=4200 kg/cm2 Impermeabilizante integral Cimbra (superficie de contacto) m 22 1.00 1.00 Pza Pza 213 1810.91 77.5 Kg Kg m2 CANTIDADES DE OBRA Excavacion Relleno compactado Concreto de: f'c=100 kg/cm2 en plantilla f'c=250 kg/cm2 en tanque CONCEPTO m3 22 6.5 10.64 4.8 m3 m3 m3 CANTIDAD UNIDAD ESCALA GRAFICA VERTICAL 1 : 100 O 5 3 4 1 2 10 M E T R O S NORTE ASTRONOMICO NORTE ASTRONOMICO ESCALA. 1:15 DETALLE DE PASO HOMBRE ACOT. CM.

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C, Pool, Car Parking Lot
Tags	autocad, block, catchment, collection, distribution, DWG, file, fornecimento de água, kläranlage, l'approvisionnement en eau, supply, system, treatment plant, wasserversorgung, water