Oxidation Pond DWG Detail for AutoCAD

Oxidation Pond DWG Detail for AutoCAD

Construction details of a lagoon of oxidation as an alternative treatment

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

scale, Plant primary oxidation lagoon, scale, Plant secondary oxidation lagoon, Primary lagoon, Primary lagoon, Primary lagoon, C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., Primary lagoon, C.t. Msnm c.r. Msnm a.c., Primary lagoon, C.t. Msnm c.r. Msnm a.c. A.m., Secondary lagoon, Primary lagoon, Secondary lagoon, Secondary lagoon, Secondary lagoon, Cross sections, Lucmus stream exit, Carvable trail laguna curahuasi, River road curahuasi, Shredder, your B., Camera of bars, Distribution box, Towards the structure, Discharge, your B., Mtub., Of oxidation, Esc, Pre-treatment structure, Breaker box, chute, ramp, chute, Maturation lagoon, Facultative lagoon, Anaerobic lagoon, chute, ramp, Metering in meters, Anaerobic lagoon, Facultative lagoon, Maturation lagoon, Metering in meters, Anaerobic lagoon, Metering in meters, Facultative lagoon, Metering in meters, Maturation lagoon, embankment, Cut to ‘, Cut b ‘, Cut c ‘, Cut d ‘, Check-in, Triangular spout, Steel plate, Concrete of f’c, Vars Vertical, Longitudinal cms., both of them, Vars Long Cms., Vars Cms., Vars Cms., both senses, Vars Vertical cms, Stirrups cms., Vars Vert. Cms., Stirrups cms., Vars Vert. Long, Cms. both of them, Bed senses, Vars Long, Vars Vert., Food box anaerobic lagoons, plant, Box of interconnection between lagoons, plant, ramp, chute, board, Influential, Hermetic seal, Cm in diameter with, Simple concrete pipe, Cm in diameter, Pvc sanitary pipe, Irving grids, Triangular spout, Vars Cms., Beds, Vars Cms., Stirrups cms., Vars Cms:, Cms., Vars Cms:, Cms., Concrete of, Fc, Fire post, Of diam., Given concrete to, Posting placement, elevation, Pre-treatment structure, elevation, Triangular spout with plate, Of thick steel, template, cut, Vars Cms., both senses, Expense meter, plant, Indicated on another unit, Distances elevations are given in meters except, Reinforcement detail in hole, Protection, Exp., Galvanized pole of m., Height of, Ced., Galvanized mesh, Of lime., Dandy of cms., Day of, Curse of, Cms., Lainer de pead, Mm. Esp., mesh, Galvanized, lime., embankment, Cut protection fence, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Facultative anaerobic lagoon, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Facultative maturation lagoon, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Maturation outflow, Grid type, Irving, Check-in, Facultative anaerobic lagoon, Vars Cm, Grid type, Irving, Facultative maturation lagoon, Vars Cm, Grid type, Irving, Maturation outflow, Vars Cm, plant, Sliding gate, Influential, Plant type records, armed, embankment, Food box anaerobic lagoons, Check-in, registry

Raw text data extracted from CAD file:

\A1;23.00 \A1;68.00 \A1;21.00 \A1;60.00 \A1;3.00 \A1;5.5500 \A1;3.5000 \A1;2.4000 \A1;2.4000 \A1;2.2000 \A1;2.2000 \A1;50.5000 \A1;182.3000 \A1;51.7500 \A1;3.7500 \A1;3.5000 \A1;72.3000 \A1;2.8500 \A1;3.0000 \A1;4.6500 \A1;2.4000 \A1;2.4000 \A1;73.2000 \A1;3.7500 \A1;3.0000 \A1;2.8500 \A1;3.3000 \A1;3.0000 \A1;3.3000 \A1;2.2000 \A1;2.2000 \A1;75.0000 \A1;3.3000 \A1;3.0000 \A1;3.3000 70,500 81,600 87,600 98,700 65,700 3,000 50,500 61,600 66,100 73,450 182,300 189,800 192,800 3,000 51,750 58,350 62,849 3,000 75,000 81,600 87,600 91,950 192,800 65,700 \A1;60° \A1;1.15 \A1;1.16 \A1;1.65 \A1;1.30 \A1;1.95 \A1;2.95 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.15 \A1;1.00 \A1;0.74 \A1;0.15 \A1;0.20 \A1;1.30 \A1;1.65 \A1;1.45 \A1;3.00 \A1;4.45 \A1;2.05 \A1;0.50 \A1;0.80 \A1;8.87 \A1;70° \A1;0.20 \A1;0.55 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.55 \A1;0.15 \A1;0.30 \A1;60° \A1;0.05 \A1;0.15 \A1;0.701 \A1;0.15 \A1;0.425 \A1;0.15 \A1;0.425 \A1;0.15 \A1;0.15 \A1;1.30 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.79 \A1;1.00 \A1;0.92 \A1;0.15 \A1;2.85 \A1;0.45 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.55 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.65 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.7000 \A1;0.7000 \A1;0.7000 \A1;3.5000 \A1;7.3500 \A1;3.0000 \A1;5.5500 \A1;3.0000 \A1;3.7500 \A1;3.7500 \A1;3.0000 \A1;3.3000 \A1;3.3000 \A1;3.0000 \A1;2.8500 \A1;3.5000 \A1;5.5500 \A1;3.0000 \A1;5.5500 \A1;3.0000 \A1;2.5371 50,500 61,600 66,100 73,450 182,300 189,800 62,850 3,000 51,750 58,350 74,100 \A1;0.20 \A1;9.02 \A1;1.00 \A1;0.66 \A1;3.50 \A1;1.00 \A1;0.9500 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;1.050 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;1.150 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;0.15 \A1;0.55 \A1;1.0000 \A1;0.7000 \A1;0.9000 \A1;0.6000 \A1;0.5000 \A1;5.000 \A1;0.5000 \A1;0.35 \A1;0.30 4,45 2,09 7 2 8 2 7 8 1 1 23.00 68.00 21.00 60.00 ESCALA H= 1/250 PLANTA LAGUNA DE OXIDACION PRIMARIA ESCALA H= 1/1000 PLANTA LAGUNA DE OXIDACION SECUNDARIA 6 3 3 6 5 4 4 5 2780 2790 2800 2780 2790 2800 LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA 2780 2790 2800 LAGUNA PRIMARIA 2780 2790 2800 2780 2790 2800 2780 2790 2800 2780 2790 2800 LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA C.T. = 2790.00 msnm C.R. = 3787.00 msnm A.C. = 75.31 m2 A.R. = 2.19 m2 0+00 0+00 0+00 0+00 0+60 0+80 0+100 0+120 0+60 0+60 0+60 0+80 0+80 0+80 0+100 0+100 0+100 0+120 0+120 0+120 C.T. = 2791.40 msnm C.R. = 2788.40 msnm A.C. = 137.07 m2 C.T. = 2789.10 msnm C.R. = 2786.10 msnm A.C. = 108.58 m2 C.T. = 2786.40 msnm C.R. = 2783.40 msnm A.C. = 105.82 m2 A.R. = 0.60 m2 C.T. = 2783.00 msnm C.R. = 2780.00 msnm A.C. = 54.39 m2 C.T. = 2785.90 msnm C.R. = 2782.90 msnm A.C. = 89.93 m2 A.R. = 3.48 m2 C.T. = 2789.60 msnm C.R. = 2786.60 msnm A.C. = 135.55 m2 C.T. = 2793.70 msnm C.R. = 2790.70 msnm A.C. = 264.04 m2 C.T. = 2793.80 msnm C.R. = 2790.80 msnm A.C. = 261.56 m2 C.T. = 2789.65 msnm C.R. = 2786.65 msnm A.C. = 145.38 m2 C.T. = 2785.70 msnm C.R. = 2782.70 msnm A.C. = 82.45 m2 A.R. = 5.47 m2 C.T. = 2782.40 msnm C.R. = 2779.40 msnm A.C. = 75.31 m2 A.R. = 2.51 m2 C.T. = 2783.60 msnm C.R. = 2780.60 msnm A.C. = 65.96 m2 C.T. = 2785.10 msnm C.R. = 2782.10 msnm A.C. = 63.78 m2 A.R. = 5.58 m2 C.T. = 2789.15 msnm C.R. = 2786.15 msnm A.C. = 117.35 m2 C.T. = 2789.50 msnm C.R. = 2786.50 msnm A.C. = 149.27 m2 C.T. = 2785.50 msnm C.R. = 2782.50 msnm A.C. = 77.75 m2 A.R. = 3.76 m2 C.T. = 2783.50 msnm C.R. = 2780.50 msnm A.C. = 64.95 m2 C.T. = 2789.60 msnm C.R. = 2786.60 msnm A.C. = 153.03 m2 LAGUNA PRIMARIA C.T. = 2794.30 msnm C.R. = 2791.30 msnm A.C. = 260.98 m2 LAGUNA PRIMARIA LAGUNA PRIMARIA C.T. = 2795.20 msnm C.R. = 2792.20 msnm A.C. = 268.62 m2 A.R. = 3.29 m2 LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA PRIMARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA 5 LAGUNA SECUNDARIA L.P-01 LAGUNA SECUNDARIA L.P-01 L.P-01 L.P-01 L.P-01 L.P-01 L.S-01 L.S-01 L.S-01 L.S-01 L.S-01 L.S-01 L.P-02 L.P-02 L.P-02 L.P-02 L.P-02 L.S-02 L.S-02 L.S-02 L.S-02 0+20 0+20 0+20 0+20 0+40 0+40 0+40 0+40 SECCIONES TRANVERSALES 2785.50 2786.70 SALIDA A RIACHUELO - LUCMUS TROCHA CARROZABLE LAGUNA - CURAHUASI CAMINO A RIO LUCMUS- CURAHUASI 2780 2780 2785 2785 2790 2790 2787.40 2788.60 h= 1.20 h= 1.20 Desarenador L =137.24 m Tub. d 8" 2785.50 2786.70 2786.50 Camara de Rejas Caja de distribucion Hacia la estructura de descarga 53.55 L =53.60 m Tub. d 8" L =54.48 m Tub. d 8" L =111.54 m Tub. d 8" L =29.80 m Tub. d 8" L =14.56 m Tub. d 8" L =8.00 m Tub. d 8" L =16.03 m Tub. d 8" L =13.96 mTub. d 8" L =14.33 mTub. d 8" 2787.50 LP -01 LS -01 LP -02 LS -02 0+20 0+40 0+60 0+20 0+40 0+60 0+80 0+100 0+120 0+140 0+20 0+00 0+40 0+60 0+80 0+100 0+120 0+140 0+20 0+40 0+60 0+80 0+100 0+120 0+20 0+40 0+60 0+80 0+100 0+120 PLANTA-LAGUNAS DE OXIDACION Esc.. 1:500 0+00 0+00 0+00 ESTRUCTURA DE PRETRATAMIENTO CAJA ROMPEDORA VERTEDOR RAMPA RAMPA VERTEDOR LAGUNA DE MADURACION LAGUNA FACULTATIVA LAGUNA ANAEROBIA VERTEDOR RAMPA A A' B B' C C' D D' ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAGUNA ANAEROBIA LAGUNA FACULTATIVA LAGUNA DE MADURACION ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 5 5 5 LAGUNA ANAEROBIA ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 LAGUNA FACULTATIVA 5 5 5 ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 LAGUNA DE MADURACION 5 5 5 TERRAPLEN TERRAPLEN TERRAPLEN TERRAPLEN TERRAPLEN \W0.75533; CORTE A - \W0.75533; A' \W0.68390; CORTE B - \W0.68390; B' \W0.68390; CORTE C - \W0.68390; C' \W0.68390; CORTE D - \W0.68390; D' 101.80 101.80 98.30 101.80 101.80 101.80 101.80 101.80 101.80 101.80 101.80 99.40 99.60 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 REGISTRO DE ENTRADA REGISTRO DE ENTRADA 5 1.15 1.16 VERTEDOR TRIANGULAR PLACA DE ACERO DE 1/4" CONCRETO DE f'c = 250 kg/cm2 1.65 1.30 1.95 2.95 1.00 0.20 0.20 0.15 1.00 0.74 VARS. VERTICALES Y LONGITUDINALES @25 cms. (1 LECHO, AMBOS SENTIDOS) 102.00 101.45 100.26 VARS. LONG. #3@25 cms. 101.45 VARS. #3 @32.5 cms. 0.15 VARS. #3 @25 cms. AMBOS SENTIDOS (2 LECHOS). 0.20 1.30 VARS. VERTICALES #3@31.5 cms (2 LECHOS) ESTRIBOS #3@25 cms. VARS. VERT. #3@25 cms. ESTRIBOS #3@25 cms. VARS. VERT. Y LONG. @ 25 cms. AMBOS SENTIDOS 1 LECHO VARS. LONG. #3@25cms. #3@32.5cms. VARS. VERT. (2 LECHOS) CAJA DE ALIMENTACION A LAGUNAS ANAEROBIAS PLANTA 1.65 1.45 3.00 4.45 CAJA DE INTRCONEXION ENTRE LAGUNAS 2.05 PLANTA RAMPA VERTEDOR 0.50 0.80 BORDO INFLUENTE JUNTA HERMETICA DE 20 CM DE DIAMETRO CON TUBERIA DE CONCRETO SIMPLE 5 5 101.60 101.80 101.55 DE 20 CM DE DIAMETRO TUBERIA DE PVC SANITARIA 101.45 102.00 REJILLAS IRVING IS-05 VERTEDOR TRIANGULAR VARS. #3@20 cms. 2 LECHOS 2 LECHOS VARS. #3@20 cms. 0.20 ESTRIBOS #3@25 cms. VARS. #3@25 cms: VARS. LONG.#3@25 cms: #3@22 cms. VARS. LONG.#3@25 cms: #3@20 cms. 0.55 0.20 0.30 0.40 0.25 CONCRETO DE f'c = 250 KG/CM2 POSTE DE FoGo DE 2" DE DIAM. DADO DE CONCRETO PARA COLOCACION DE POSTERIA ELEVACION ESTRUCTURA DE PRETRATAMIENTO ELEVACION 0.70 0.15 0.15 0.55 0.15 0.30 60° VERTEDOR TRIANGULAR CON PLACA DE ACERO DE 1/4" DE ESPESOR PLANTILLA CORTE B-B' 0.05 VARS. #3@21 cms. AMBOS SENTIDOS 0.15 0.701 0.15 0.425 0.15 0.425 0.15 0.15 1.30 MEDIDOR DE GASTO (AGUA TRATADA) PLANTA A A' B' B INDICADAS EN OTRA UNIDAD 1.- LAS DISTANCIAS Y ELEVACIONES ESTAN DADAS EN METROS SALVO LAS N O T A S : 0.05 0.05 0.20 DETALLE DE REFUERZO EN ORIFICIO 101.45 101.50 101.55 101.45 101.55 101.50 102.00 101.45 101.45 100.26 101.45 ALZADO CERCO DE PROTECCION ALAMBRE DE PUAS POSTE GALVANIZADO DE 2.00 m. DE ALTURA DE 2 1 2 " Ø CED. 40 MALLA GALVANIZADA DE 51 x 51 CAL. 10 DALA DE DESPLANTE DE 15 x 20 cms. 2,00 3,00 3,00 3,00 3,00 DALA DE DESPLANTE DE 20 x 15 cms. LAINER DE PEAD 1 mm. ESP. MALLA GALVANIZADA DE 51 x 51 CAL. 10 TERRAPLEN 2,00 3,00 1,50 CORTE CERCO DE PROTECCION 101.50 0.20 101.85 102.00 101.45 101.45 101.55 101.60 5 5 5 5 5 5 5 5 5 5 0.45 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D1 0.50 0.25 0.35 0.55 0.70 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.30 102.00 100.75 101.15 LAGUNA ANAEROBIA A FACULTATIVA 0.55 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D2 0.50 0.25 0.35 0.55 0.80 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.20 102.00 100.65 101.05 LAGUNA FACULTATIVA A MADURACION 0.65 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D3 0.50 0.25 0.35 0.55 0.90 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.10 102.00 100.55 100.95 SALIDA DE MADURACION REJILLA TIPO IRVING 1S-05 REGISTRO DE ENTRADA R1 LAGUNA ANAEROBIA A FACULTATIVA 100.05 101.70 VARS. # 3 @20 cm 5 5 5 5 5 5 5 5 REJILLA TIPO IRVING 1S-05 LAGUNA FACULTATIVA A MADURACION 100.95 101.70 VARS. # 3 @20 cm 1.050 5 5 5 5 5 5 5 REJILLA TIPO IRVING 1S-05 SALIDA DE MADURACION 100.85 101.70 VARS. # 3 @20 cm 1.150 5 5 5 5 5 5 5 PLANTA COMPUERTA DESLIZANTE INFLUENTE 5 0.55 5 5 5 5 PLANTA TIPO REGISTROS ARMADO 5 5.000 5 5 0.30 TERRAPLEN CAJA DE ALIMENTACION A LAGUNAS ANAEROBIAS D1 D2 D3 REGISTRO DE ENTRADA R2 REGISTRO R3 R1 R2 R3 98.30 99.40 99.60 98.30 99.40 99.60 5 5

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

scale, Primary oxidation pond plant, scale, Plant secondary oxidation lagoon, Primary lagoon, Primary lagoon, Primary lagoon, C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., C.t. Msnm c.r. Msnm a.c. A.m., C.t. Msnm c.r. Msnm a.c., Primary lagoon, C.t. Msnm c.r. Msnm a.c., Primary lagoon, C.t. Msnm c.r. Msnm a.c. A.m., Secondary lagoon, Primary lagoon, Secondary lagoon, Secondary lagoon, Secondary lagoon, Cross sections, Lucmus stream exit, Carvable trail laguna curahuasi, River road curahuasi, Shredder, your B., Camera of bars, Distribution box, Towards the structure, Discharge, your B., Mtub., Of oxidation, Esc, Pre-treatment structure, Breaker box, chute, ramp, chute, Maturation lagoon, Facultative lagoon, Anaerobic lagoon, chute, ramp, Metering in meters, Anaerobic lagoon, Facultative lagoon, Maturation lagoon, Metering in meters, Anaerobic lagoon, Metering in meters, Facultative lagoon, Metering in meters, Maturation lagoon, embankment, Cut to ‘, Cut b ‘, Cut c ‘, Cut d ‘, Check-in, Triangular spout, Steel plate, Concrete of f’c, Vars Vertical, Longitudinal cms., both of them, Vars Long Cms., Vars Cms., Vars Cms., both senses, Vars Vertical cms, Stirrups cms., Vars Vert. Cms., Stirrups cms., Vars Vert. Long, Cms. both of them, Bed senses, Vars Long, Vars Vert., Food box anaerobic lagoons, plant, Box of interconnection between lagoons, plant, ramp, chute, board, Influential, Hermetic seal, Cm in diameter with, Simple concrete pipe, Cm in diameter, Pvc sanitary pipe, Irving grids, Triangular spout, Vars Cms., Beds, Vars Cms., Stirrups cms., Vars Cms:, Cms., Vars Cms:, Cms., Concrete of, Fc, Fire post, Of diam., Given concrete to, Placement of posteria, elevation, Pre-treatment structure, elevation, Triangular spout with plate, Of thick steel, template, cut, Vars Cms., both senses, Expenditure meter, plant, Indicated on another unit, Distances elevations are given in meters except, Reinforcement detail in hole, Protection, Exp., Galvanized pole of m., Of height of, Ced., Galvanized mesh, Of lime., Dandy of cms., Dala of, Curse of, Cms., Lainer de pead, Mm. Esp., mesh, Galvanized, lime., embankment, Cut protection fence, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Facultative anaerobic lagoon, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Facultative maturation lagoon, Lagoon background, elevation, Cm in diam., Pvc pipe, Batter, Concrete of f’c, Maturation exit, Grille type, Irving, Check-in, Facultative anaerobic lagoon, Vars Cm, Grille type, Irving, Facultative maturation lagoon, Vars Cm, Grille type, Irving, Maturation exit, Vars Cm, plant, Sliding gate, Influential, Plant type records, armed, embankment, Food box anaerobic lagoons, Check-in, registry

Raw text data extracted from CAD file:

\A1;23.00 \A1;68.00 \A1;21.00 \A1;60.00 \A1;3.00 \A1;5.5500 \A1;3.5000 \A1;2.4000 \A1;2.4000 \A1;2.2000 \A1;2.2000 \A1;50.5000 \A1;182.3000 \A1;51.7500 \A1;3.7500 \A1;3.5000 \A1;72.3000 \A1;2.8500 \A1;3.0000 \A1;4.6500 \A1;2.4000 \A1;2.4000 \A1;73.2000 \A1;3.7500 \A1;3.0000 \A1;2.8500 \A1;3.3000 \A1;3.0000 \A1;3.3000 \A1;2.2000 \A1;2.2000 \A1;75.0000 \A1;3.3000 \A1;3.0000 \A1;3.3000 70,500 81,600 87,600 98,700 65,700 3,000 50,500 61,600 66,100 73,450 182,300 189,800 192,800 3,000 51,750 58,350 62,849 3,000 75,000 81,600 87,600 91,950 192,800 65,700 \A1;60° \A1;1.15 \A1;1.16 \A1;1.65 \A1;1.30 \A1;1.95 \A1;2.95 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.15 \A1;1.00 \A1;0.74 \A1;0.15 \A1;0.20 \A1;1.30 \A1;1.65 \A1;1.45 \A1;3.00 \A1;4.45 \A1;2.05 \A1;0.50 \A1;0.80 \A1;8.87 \A1;70° \A1;0.20 \A1;0.55 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.55 \A1;0.15 \A1;0.30 \A1;60° \A1;0.05 \A1;0.15 \A1;0.701 \A1;0.15 \A1;0.425 \A1;0.15 \A1;0.425 \A1;0.15 \A1;0.15 \A1;1.30 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.79 \A1;1.00 \A1;0.92 \A1;0.15 \A1;2.85 \A1;0.45 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.55 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.65 \A1;3.00 \A1;1.45 \A1;0.15 \A1;0.49 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.7000 \A1;0.7000 \A1;0.7000 \A1;3.5000 \A1;7.3500 \A1;3.0000 \A1;5.5500 \A1;3.0000 \A1;3.7500 \A1;3.7500 \A1;3.0000 \A1;3.3000 \A1;3.3000 \A1;3.0000 \A1;2.8500 \A1;3.5000 \A1;5.5500 \A1;3.0000 \A1;5.5500 \A1;3.0000 \A1;2.5371 50,500 61,600 66,100 73,450 182,300 189,800 62,850 3,000 51,750 58,350 74,100 \A1;0.20 \A1;9.02 \A1;1.00 \A1;0.66 \A1;3.50 \A1;1.00 \A1;0.9500 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;1.050 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;1.150 \A1;0.0250 \A1;0.0750 \A1;0.0750 \A1;0.1500 \A1;0.8500 \A1;0.5500 \A1;0.15 \A1;0.55 \A1;1.0000 \A1;0.7000 \A1;0.9000 \A1;0.6000 \A1;0.5000 \A1;5.000 \A1;0.5000 \A1;0.35 \A1;0.30 4,45 2,09 7 2 8 2 7 8 1 1 23.00 68.00 21.00 60.00 ESCALA H= 1/250 PLANTA LAGUNA DE OXIDACION PRIMARIA ESCALA H= 1/1000 PLANTA LAGUNA DE OXIDACION SECUNDARIA 6 3 3 6 5 4 4 5 2780 2790 2800 2780 2790 2800 LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA 2780 2790 2800 LAGUNA PRIMARIA 2780 2790 2800 2780 2790 2800 2780 2790 2800 2780 2790 2800 LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA LAGUNA PRIMARIA C.T. = 2790.00 msnm C.R. = 3787.00 msnm A.C. = 75.31 m2 A.R. = 2.19 m2 0+00 0+00 0+00 0+00 0+60 0+80 0+100 0+120 0+60 0+60 0+60 0+80 0+80 0+80 0+100 0+100 0+100 0+120 0+120 0+120 C.T. = 2791.40 msnm C.R. = 2788.40 msnm A.C. = 137.07 m2 C.T. = 2789.10 msnm C.R. = 2786.10 msnm A.C. = 108.58 m2 C.T. = 2786.40 msnm C.R. = 2783.40 msnm A.C. = 105.82 m2 A.R. = 0.60 m2 C.T. = 2783.00 msnm C.R. = 2780.00 msnm A.C. = 54.39 m2 C.T. = 2785.90 msnm C.R. = 2782.90 msnm A.C. = 89.93 m2 A.R. = 3.48 m2 C.T. = 2789.60 msnm C.R. = 2786.60 msnm A.C. = 135.55 m2 C.T. = 2793.70 msnm C.R. = 2790.70 msnm A.C. = 264.04 m2 C.T. = 2793.80 msnm C.R. = 2790.80 msnm A.C. = 261.56 m2 C.T. = 2789.65 msnm C.R. = 2786.65 msnm A.C. = 145.38 m2 C.T. = 2785.70 msnm C.R. = 2782.70 msnm A.C. = 82.45 m2 A.R. = 5.47 m2 C.T. = 2782.40 msnm C.R. = 2779.40 msnm A.C. = 75.31 m2 A.R. = 2.51 m2 C.T. = 2783.60 msnm C.R. = 2780.60 msnm A.C. = 65.96 m2 C.T. = 2785.10 msnm C.R. = 2782.10 msnm A.C. = 63.78 m2 A.R. = 5.58 m2 C.T. = 2789.15 msnm C.R. = 2786.15 msnm A.C. = 117.35 m2 C.T. = 2789.50 msnm C.R. = 2786.50 msnm A.C. = 149.27 m2 C.T. = 2785.50 msnm C.R. = 2782.50 msnm A.C. = 77.75 m2 A.R. = 3.76 m2 C.T. = 2783.50 msnm C.R. = 2780.50 msnm A.C. = 64.95 m2 C.T. = 2789.60 msnm C.R. = 2786.60 msnm A.C. = 153.03 m2 LAGUNA PRIMARIA C.T. = 2794.30 msnm C.R. = 2791.30 msnm A.C. = 260.98 m2 LAGUNA PRIMARIA LAGUNA PRIMARIA C.T. = 2795.20 msnm C.R. = 2792.20 msnm A.C. = 268.62 m2 A.R. = 3.29 m2 LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA PRIMARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA LAGUNA SECUNDARIA 5 LAGUNA SECUNDARIA L.P-01 LAGUNA SECUNDARIA L.P-01 L.P-01 L.P-01 L.P-01 L.P-01 L.S-01 L.S-01 L.S-01 L.S-01 L.S-01 L.S-01 L.P-02 L.P-02 L.P-02 L.P-02 L.P-02 L.S-02 L.S-02 L.S-02 L.S-02 0+20 0+20 0+20 0+20 0+40 0+40 0+40 0+40 SECCIONES TRANVERSALES 2785.50 2786.70 SALIDA A RIACHUELO - LUCMUS TROCHA CARROZABLE LAGUNA - CURAHUASI CAMINO A RIO LUCMUS- CURAHUASI 2780 2780 2785 2785 2790 2790 2787.40 2788.60 h= 1.20 h= 1.20 Desarenador L =137.24 m Tub. d 8" 2785.50 2786.70 2786.50 Camara de Rejas Caja de distribucion Hacia la estructura de descarga 53.55 L =53.60 m Tub. d 8" L =54.48 m Tub. d 8" L =111.54 m Tub. d 8" L =29.80 m Tub. d 8" L =14.56 m Tub. d 8" L =8.00 m Tub. d 8" L =16.03 m Tub. d 8" L =13.96 mTub. d 8" L =14.33 mTub. d 8" 2787.50 LP -01 LS -01 LP -02 LS -02 0+20 0+40 0+60 0+20 0+40 0+60 0+80 0+100 0+120 0+140 0+20 0+00 0+40 0+60 0+80 0+100 0+120 0+140 0+20 0+40 0+60 0+80 0+100 0+120 0+20 0+40 0+60 0+80 0+100 0+120 PLANTA-LAGUNAS DE OXIDACION Esc.. 1:500 0+00 0+00 0+00 ESTRUCTURA DE PRETRATAMIENTO CAJA ROMPEDORA VERTEDOR RAMPA RAMPA VERTEDOR LAGUNA DE MADURACION LAGUNA FACULTATIVA LAGUNA ANAEROBIA VERTEDOR RAMPA A A' B B' C C' D D' ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAGUNA ANAEROBIA LAGUNA FACULTATIVA LAGUNA DE MADURACION ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 5 5 5 LAGUNA ANAEROBIA ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 LAGUNA FACULTATIVA 5 5 5 ACOTACION EN METROS 97.00 101.00 100.00 99.00 98.00 102.00 103.00 96.00 5 5 5 5 5 5 LAGUNA DE MADURACION 5 5 5 TERRAPLEN TERRAPLEN TERRAPLEN TERRAPLEN TERRAPLEN \W0.75533; CORTE A - \W0.75533; A' \W0.68390; CORTE B - \W0.68390; B' \W0.68390; CORTE C - \W0.68390; C' \W0.68390; CORTE D - \W0.68390; D' 101.80 101.80 98.30 101.80 101.80 101.80 101.80 101.80 101.80 101.80 101.80 99.40 99.60 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 REGISTRO DE ENTRADA REGISTRO DE ENTRADA 5 1.15 1.16 VERTEDOR TRIANGULAR PLACA DE ACERO DE 1/4" CONCRETO DE f'c = 250 kg/cm2 1.65 1.30 1.95 2.95 1.00 0.20 0.20 0.15 1.00 0.74 VARS. VERTICALES Y LONGITUDINALES @25 cms. (1 LECHO, AMBOS SENTIDOS) 102.00 101.45 100.26 VARS. LONG. #3@25 cms. 101.45 VARS. #3 @32.5 cms. 0.15 VARS. #3 @25 cms. AMBOS SENTIDOS (2 LECHOS). 0.20 1.30 VARS. VERTICALES #3@31.5 cms (2 LECHOS) ESTRIBOS #3@25 cms. VARS. VERT. #3@25 cms. ESTRIBOS #3@25 cms. VARS. VERT. Y LONG. @ 25 cms. AMBOS SENTIDOS 1 LECHO VARS. LONG. #3@25cms. #3@32.5cms. VARS. VERT. (2 LECHOS) CAJA DE ALIMENTACION A LAGUNAS ANAEROBIAS PLANTA 1.65 1.45 3.00 4.45 CAJA DE INTRCONEXION ENTRE LAGUNAS 2.05 PLANTA RAMPA VERTEDOR 0.50 0.80 BORDO INFLUENTE JUNTA HERMETICA DE 20 CM DE DIAMETRO CON TUBERIA DE CONCRETO SIMPLE 5 5 101.60 101.80 101.55 DE 20 CM DE DIAMETRO TUBERIA DE PVC SANITARIA 101.45 102.00 REJILLAS IRVING IS-05 VERTEDOR TRIANGULAR VARS. #3@20 cms. 2 LECHOS 2 LECHOS VARS. #3@20 cms. 0.20 ESTRIBOS #3@25 cms. VARS. #3@25 cms: VARS. LONG.#3@25 cms: #3@22 cms. VARS. LONG.#3@25 cms: #3@20 cms. 0.55 0.20 0.30 0.40 0.25 CONCRETO DE f'c = 250 KG/CM2 POSTE DE FoGo DE 2" DE DIAM. DADO DE CONCRETO PARA COLOCACION DE POSTERIA ELEVACION ESTRUCTURA DE PRETRATAMIENTO ELEVACION 0.70 0.15 0.15 0.55 0.15 0.30 60° VERTEDOR TRIANGULAR CON PLACA DE ACERO DE 1/4" DE ESPESOR PLANTILLA CORTE B-B' 0.05 VARS. #3@21 cms. AMBOS SENTIDOS 0.15 0.701 0.15 0.425 0.15 0.425 0.15 0.15 1.30 MEDIDOR DE GASTO (AGUA TRATADA) PLANTA A A' B' B INDICADAS EN OTRA UNIDAD 1.- LAS DISTANCIAS Y ELEVACIONES ESTAN DADAS EN METROS SALVO LAS N O T A S : 0.05 0.05 0.20 DETALLE DE REFUERZO EN ORIFICIO 101.45 101.50 101.55 101.45 101.55 101.50 102.00 101.45 101.45 100.26 101.45 ALZADO CERCO DE PROTECCION ALAMBRE DE PUAS POSTE GALVANIZADO DE 2.00 m. DE ALTURA DE 2 1 2 " Ø CED. 40 MALLA GALVANIZADA DE 51 x 51 CAL. 10 DALA DE DESPLANTE DE 15 x 20 cms. 2,00 3,00 3,00 3,00 3,00 DALA DE DESPLANTE DE 20 x 15 cms. LAINER DE PEAD 1 mm. ESP. MALLA GALVANIZADA DE 51 x 51 CAL. 10 TERRAPLEN 2,00 3,00 1,50 CORTE CERCO DE PROTECCION 101.50 0.20 101.85 102.00 101.45 101.45 101.55 101.60 5 5 5 5 5 5 5 5 5 5 0.45 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D1 0.50 0.25 0.35 0.55 0.70 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.30 102.00 100.75 101.15 LAGUNA ANAEROBIA A FACULTATIVA 0.55 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D2 0.50 0.25 0.35 0.55 0.80 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.20 102.00 100.65 101.05 LAGUNA FACULTATIVA A MADURACION 0.65 3.00 1.45 0.15 5 0.80 FONDO LAGUNA ELEVACION D3 0.50 0.25 0.35 0.55 0.90 0.15 0.15 DE 20 CM DE DIAM. TUBERIA DE PVC 0.20 TALUD CONCRETO DE f'C = 250 kg/cm2 101.10 102.00 100.55 100.95 SALIDA DE MADURACION REJILLA TIPO IRVING 1S-05 REGISTRO DE ENTRADA R1 LAGUNA ANAEROBIA A FACULTATIVA 100.05 101.70 VARS. # 3 @20 cm 5 5 5 5 5 5 5 5 REJILLA TIPO IRVING 1S-05 LAGUNA FACULTATIVA A MADURACION 100.95 101.70 VARS. # 3 @20 cm 1.050 5 5 5 5 5 5 5 REJILLA TIPO IRVING 1S-05 SALIDA DE MADURACION 100.85 101.70 VARS. # 3 @20 cm 1.150 5 5 5 5 5 5 5 PLANTA COMPUERTA DESLIZANTE INFLUENTE 5 0.55 5 5 5 5 PLANTA TIPO REGISTROS ARMADO 5 5.000 5 5 0.30 TERRAPLEN CAJA DE ALIMENTACION A LAGUNAS ANAEROBIAS D1 D2 D3 REGISTRO DE ENTRADA R2 REGISTRO R3 R1 R2 R3 98.30 99.40 99.60 98.30 99.40 99.60 5 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	alternative, autocad, construction, DETAIL, details, DWG, kläranlage, lagoon, oxidation, pond, treatment, treatment plant