Drinking Water DWG Block for AutoCAD

Drinking Water DWG Block for AutoCAD

Line conduction and storage tank

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

location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, habitants, Lp, Collector box, tank, Venous thrombosis, habitants, Lp, Collector box, tank, Venous thrombosis, habitants, Lp, Collector box, tank, Venous thrombosis, scale:, On the plane, scale:, On the plane, scale:, On the plane, Line profile, of conduction, Line profile, of conduction, Line profile, of conduction, sep., Construction of system of, Local drinking water, From santiago quiotepec, sep., Construction of system of, Local drinking water, From santiago quiotepec, sep., Construction of system of, Local drinking water, From santiago quiotepec, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the resident of work in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole pipe lengths with the original factory lengths. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use parts in good without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the resident of work in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole pipe lengths with the original factory lengths. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use parts in good without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the resident of work in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole pipe lengths with the original factory lengths. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use parts in good without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, natural terrain, Piezometric quota, Cadence, Piezometric line, Construction project topography, List of special parts cant description Elbow of p.v.c diameter mm. Cod

Raw text data extracted from CAD file:

90x120 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS ESCALA: 1:1000 NO.PLANO: 1/3 ESCALA: 1:1000 NO.PLANO: 2/3 ESCALA: 1:1000 NO.PLANO: 3/3 PERFIL DE LINEA DE CONDUCCION PERFIL DE LINEA DE CONDUCCION PERFIL DE LINEA DE CONDUCCION SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE 0+000 0+019 0+026 0+030 0+039 0+090 0+130 0+154 0+175 0+214 0+246 0+269 0+291 0+326 0+355 0+404 0+407 0+452 0+476 0+520 0+533 0+571 0+579 0+602 0+627 0+647 0+654 0+666 0+678 0+691 0+703 0+727 0+732 0+753 0+757 0+765 0+815 0+853 0+902 0+963 1+000 1+027 1+088 1+112 1+143 1+224 1+231 1+242 1+249 1+262 1+277 1+287 1+304 1+312 1+326 1+341 1+352 1+374 1+409 1+424 1+442 1+460 1+478 1+506 1+522 1+530 1+539 1+549 1+570 1+593 1+606 1+612 1+616 1+619 1+628 1+635 1+638 1+643 1+646 1+652 1+657 1+669 1+694 1+707 1+712 1+722 1+730 1+745 1+758 1+762 1+772 1+820 1+861 1+881 1+899 1+913 1+944 1+957 1+998 2+013 2+031 2+045 2+058 2+096 2+115 2+132 2+150 2+188 2+211 2+230 2+246 2+270 2+291 2+309 2+313 2+331 2+345 Terreno Natural 649.4 649.1 649.0 649.0 648.9 648.3 648.0 647.9 647.8 647.5 647.3 647.2 647.1 646.9 646.7 646.4 646.4 646.2 646.0 645.8 645.7 645.5 645.4 645.3 645.1 645.0 645.0 644.6 644.1 643.7 643.3 642.4 642.3 641.5 641.4 641.1 639.3 638.0 636.3 634.2 632.9 631.7 629.2 628.1 626.8 624.3 624.1 623.7 623.5 623.1 622.7 622.3 621.8 621.6 621.1 620.7 620.3 619.6 618.5 618.0 617.1 616.0 615.1 613.5 612.7 612.2 611.7 611.1 610.0 608.7 608.0 607.7 607.5 607.3 606.8 606.3 606.2 605.9 605.7 605.4 605.1 604.4 602.9 602.1 601.8 601.2 600.7 599.8 599.0 598.8 598.2 595.4 592.9 591.7 590.6 589.8 588.0 587.2 584.8 583.9 582.8 582.0 581.1 578.5 577.1 576.0 574.8 572.2 570.6 569.3 568.2 566.6 565.1 562.1 561.4 558.3 556.0 Cota Piezométrica 649.4 649.3 649.2 649.2 649.1 648.8 648.6 648.5 648.4 648.1 647.9 647.8 647.7 647.5 647.3 647.0 647.0 646.7 646.6 646.4 646.3 646.1 646.0 645.9 645.7 645.6 645.6 645.5 645.4 645.4 645.3 645.1 645.1 645.0 645.0 644.9 644.6 644.4 644.1 643.8 643.6 643.4 643.1 642.9 642.7 642.3 642.2 642.2 642.1 642.0 642.0 641.9 641.8 641.8 641.7 641.6 641.5 641.4 641.2 641.1 641.0 640.9 640.8 640.6 640.5 640.5 640.4 640.4 640.3 640.1 640.0 640.0 640.0 640.0 639.9 639.9 639.9 639.8 639.8 639.8 639.8 639.7 639.5 639.5 639.4 639.4 639.3 639.2 639.2 639.1 639.1 638.8 638.6 638.5 638.3 638.3 638.1 638.0 637.8 637.7 637.6 637.5 637.4 637.2 637.1 637.0 636.9 636.7 636.5 636.4 636.3 636.2 636.1 636.0 636.0 635.8 635.8 550.00 570.00 590.00 610.00 630.00 650.00 C O T A S Cadenamiento Línea Piezométrica GEN-ERA TOPOGRAFIA - PROYECTOS - CONSTRUCCION LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 A A \A1;A \A1;A B \A1;B \A1;A \A1;B \A1;B \A1;A \A1;A \A1;C \A1;e \A1;e \A1;a \A1;0.10 \A1;H \A1;0.10 \A1;0.10 \A1;Y \A1;X \A1;Y \A1;X \A1;e \A1;b \A1;e \A1;e \A1;a \A1;e \A1;61.50 \A1;50.00 \A1;61.50 \A1;50.00 \A1;50.00 \A1;0.10 \A1;VARIABLE \A1;0.10 \A1;A \A1;0.17 \A1;0.17 \A1;0.6 \A1;A \A1;B \A1;VARIABLE \A1;VARIABLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 CRP 1 0+000 2 OR 3 TN 4 TN 5 CAU 6 OR 7 OR 8 CAU 9 TN 10 TN 11 OR 12 OR 13 TN 14 TN 15 CAU 16 OR 17 OR 18 CAU 19 TN 20 TN 21 OR 22 OR 23 TN 24 TN 25 CAU 26 OR 27 OR 28 CAU 29 TN 30 TN 31 OR 32 OR 33 TN 34 TN 35 CAU 36 OR A1 EST A 37 LC 38 LC 39 LC 40 LC 41 LC 42 LC 43 LC 44 LC 45 LC A2 EST A1 46 LC A3 EST A2 47 LC 48 LC A4 EST A3 49 LC A5 EST A4 50 LC 51 LC 52 LC 53 ARROLLO 54 ARROLLO 55 ARROLLO A6 EST A5 56 LC 57 LC 58 LC 59 LC A7 EST A6 60 LC 61 LC A8 EST A7 62 LC 63 LC 64 LC 65 LC A7 A9 EST A8 66 LC 67 LC 68 LC 69 CENTARROIO 70 LC 71 LC 72 ORIARROIO 73 LC 74 LC A10 EST A9 75 LC 76 LC 77 LC 78 LC A11 EST A10 79 LC 80 ARROLLO 81 ARROLLO 82 ARROLLO 83 ARROLLO 84 ARROLLO 85 ARROLLO 86 LC 87 LC A12 EST A11 88 ARROLLO 89 ARROLLO 90 ARROLLO 91 LC A13 EST A12 92 LC A14 EST A13 93 LC 94 LC A15 EST A14 A14 95 LC 96 LC 97 ARROLLO 98 ARROLLO 99 ARROLLO 100 LC A16 EST A15 101 LC 102 ARROLLO 103 ARROLLO 104 LC 105 LC 106 LC A17 EST A16 A18 107 LC 108 LC 109 LC A19 EST A17 110 ARROLLO 111 ARROLLO A20 EST A19 112 LC 113 LC 114 LC 115 LC A21 EST A20 116 LC A22 EST A21 117 LC 118 ARROLLO 119 ARROLLO 120 ARROLLO 121 LC 122 LC 123 LC 124 LC A23 EST A22 125 LC A24 EST A23 A25 A23 A23 A23 126 LC 127 LC 128 LC A26 EST A24 129 LC A27 EST A26 130 LC 131 LC A28 EST A27 132 LC 133 LC 134 LC 135 LC 136 LC A29 EST A28 137 LC 138 LC 139 LC 140 LC 141 LC A30 EST A29 A31 EST A30 142 LC 143 LC 144 LC 145 LC 146 LC 147 LC 148 LC 149 LC 150 LC 151 LC A32 EST A33 EST A33 152 LC 153 LC A34 EST A32 A35 EST A34 154 LC 155 LC 156 LC 157 LC 158 LC 159 ARROLLO 160 ARROLLO 161 ARROLLO 162 LC 163 LC 164 LC 165 LC 166 LC A36 EST A37 167 LC 168 LC A38 EST A36 169 LC 170 LC A39 EST A40 EST A40 171 LC 172 LC 173 LC 174 LC 175 LC 176 LC 177 LC 178 LC 179 LC 180 LC 181 LC 182 LC A41 EST A39 183 LC 184 LC A42 EST A41 A43 185 LC 186 LC A44 EST A42 187 LC 188 LC A45 EST A44 189 LC 190 LC 191 LC 192 LC A46 EST A45 A47 EST A46 193 LC 194 LC 195 LC 196 LC 197 LC 198 LC 199 LC 200 LC 201 LC 202 LC 203 LC 204 LC 205 LC 206 LC 207 LC 208 LC 209 LC 210 LC 211 LC 212 LC 213 LC 214 LC 215 LC 216 LC 217 LC 218 LC 219 LC 220 LC 221 LC 222 LC 223 LC 224 LC 225 LC A48 EST A49 EST 226 LC 227 LC 228 LC 229 LC 230 LC 231 LC 232 LC 233 LC 234 LC A50 EST A51 EST A51 235 AREATANQ 236 AREATANQ 237 AREATANQ 238 AREATANQ 239 AREATANQ 240 AREATANQ 241 AREATANQ 242 AREATANQ 243 AREATANQ 244 AREATANQ 245 AREATANQ 246 AREATANQ 247 AREATANQ 248 AREATANQ 249 AREATANQ 250 AREATANQ 251 AREATANQ 252 AREATANQ 253 AREATANQ 254 AREATANQ 255 AREATANQ 256 AREATANQ 257 AREATANQ 258 AREATANQ 259 LC 261 LC A50 275 AREATANQ 276 AREATANQ 277 AREATANQ 278 AREATANQ 279 AREATANQ 280 AREATANQ 281 AREATANQ 282 AREATANQ 283 AREATANQ 284 AREATANQ 285 AREATANQ 286 AREATANQ 287 AREATANQ 288 AREATANQ 289 AREATANQ 290 AREATANQ 291 AREATANQ 292 AREATANQ 293 AREATANQ 294 AREATANQ 295 AREATANQ 296 AREATANQ 297 AREATANQ 298 AREATANQ 299 LC 9,597.335 9,603.949 9,604.885 9,605.696 9,604.242 9,602.902 9,601.342 9,600.529 9,602.164 9,604.485 9,606.286 9,605.322 9,603.841 9,604.401 9,605.674 9,606.091 9,604.126 9,601.935 9,599.528 9,597.486 9,599.840 9,601.867 9,604.758 9,604.481 9,603.971 9,602.067 9,586.370 9,593.498 9,601.997 9,603.157 9,604.574 9,603.198 9,601.249 9,599.377 9,598.026 9,599.762 9,601.971 9,602.707 9,601.937 9,600.301 9,600.336 9,601.568 9,601.694 9,600.191 9,598.398 9,596.874 9,597.331 9,599.452 9,600.876 9,601.587 9,600.688 9,599.000 9,606.210 9,606.210 9,602.067 9,602.136 9,602.009 9,591.831 9,583.222 9,576.483 9,566.933 9,555.457 9,542.448 9,534.447 9,528.196 9,524.007 9,520.409 9,513.864 9,526.203 9,531.498 9,531.450 9,524.051 9,532.843 9,531.309 9,533.393 9,532.900 9,536.489 9,536.490 9,534.978 9,536.032 9,533.437 9,544.049 9,551.197 9,557.547 9,588.759 9,600.321 9,607.714 9,600.899 9,602.158 9,603.280 9,605.950 9,602.520 9,596.477 9,587.245 9,580.078 9,623.128 9,630.409 9,634.501 9,651.528 9,661.091 9,651.573 9,678.200 9,661.091 9,669.296 9,670.656 9,676.051 9,675.733 9,693.591 9,678.200 9,678.015 9,684.317 9,721.111 9,693.591 9,703.218 9,712.934 9,739.531 9,739.531 9,721.111 9,726.846 9,733.980 9,748.811 9,739.531 9,766.955 9,787.243 9,790.368 9,794.346 9,802.995 9,808.074 9,814.962 9,740.599 9,742.283 9,744.610 9,745.003 9,747.090 9,746.879 9,746.879 9,748.811 9,814.815 9,822.762 9,824.960 9,820.806 9,826.145 9,828.241 9,823.504 9,824.960 9,824.708 9,829.876 9,835.258 9,835.258 9,831.135 9,828.647 9,828.751 9,829.177 9,831.980 9,835.758 9,840.758 9,847.838 9,852.483 9,844.044 9,842.774 9,841.119 9,844.044 9,852.674 9,855.643 9,842.513 9,842.513 9,841.119 9,852.331 9,854.961 9,857.088 9,856.990 9,855.595 9,857.964 9,859.783 9,859.949 9,861.776 9,864.728 9,870.969 9,854.348 9,922.695 9,870.969 9,870.979 9,879.234 9,889.882 9,901.860 9,913.639 9,964.026 9,922.695 9,929.248 9,932.546 9,937.428 9,954.968 9,961.277 9,965.003 9,964.026 9,964.812 9,966.688 9,965.032 9,965.003 9,970.266 9,977.952 9,965.032 9,966.088 9,966.897 9,968.474 9,968.341 9,968.341 9,968.341 9,968.341 9,968.341 9,977.952 9,968.110 9,969.623 9,968.341 9,967.347 9,966.441 9,966.647 9,965.559 9,965.192 9,964.890 9,964.975 9,966.166 9,969.143 9,969.623 9,970.174 9,966.334 9,969.143 9,968.595 9,967.734 9,969.200 9,969.671 9,970.688 9,966.334 9,967.233 9,967.423 9,967.448 9,970.688 9,968.503 9,966.252 9,967.405 9,961.879 9,961.879 9,967.448 9,967.428 9,965.360 9,962.373 9,958.310 9,957.404 9,958.250 9,954.415 9,961.879 9,957.877 9,954.222 9,953.475 9,953.809 9,954.253 9,954.775 9,956.601 9,956.601 9,954.415 9,955.652 9,955.250 9,950.334 9,956.601 9,953.841 9,949.467 9,950.334 9,949.035 9,948.348 9,947.841 9,947.847 9,944.004 9,949.467 9,949.022 9,946.383 9,943.115 9,942.900 9,943.358 9,942.734 9,942.283 9,942.727 9,944.649 9,935.507 9,944.004 9,945.073 9,947.485 9,947.764 9,946.827 9,930.398 9,935.507 9,945.655 9,944.939 9,943.633 9,944.214 9,948.084 9,946.210 9,948.222 9,950.632 9,952.008 9,953.060 9,930.398 9,953.399 9,952.021 9,949.647 9,952.114 9,953.965 9,953.399 9,953.060 9,956.532 9,957.640 9,959.488 9,953.399 9,959.049 9,959.644 9,957.795 9,957.473 9,938.661 9,959.488 9,948.653 9,947.382 9,946.593 9,950.314 9,951.594 9,952.066 9,956.877 9,938.661 9,952.436 9,975.905 9,956.877 9,959.890 9,963.297 9,976.833 9,975.905 9,969.922 9,984.439 9,976.833 9,980.767 9,980.426 9,980.705 9,980.691 9,982.401 9,984.398 9,986.718 9,987.847 9,989.580 10,000.000 9,984.439 9,990.183 9,988.705 9,988.874 9,990.068 9,991.171 9,993.545 9,991.474 9,989.546 9,989.035 9,990.265 9,989.861 9,988.795 9,990.192 9,990.849 9,993.099 9,991.205 9,990.693 9,989.821 9,989.096 9,990.086 10,000.205 9,999.347 10,000.299 10,000.815 10,001.897 10,001.961 10,001.728 10,001.463 9,999.749 10,001.848 10,001.740 10,001.572 10,002.146 10,002.201 10,002.301 TANQUE DE 40 000 LTS LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION MANANTIAL 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+320.00 2+340.00 2+360.00 2+380.00 2+400.00 2+420.00 2+440.00 2+460.00 2+480.00 2+500.00 2+520.00 2+540.00 2+560.00 2+580.00 2+600.00 2+620.00 2+640.00 2+660.00 2+680.00 2+700.00 2+720.00 2+740.00 2+760.00 2+780.00 2+800.00 2+820.00 2+840.00 2+860.00 2+880.00 2+900.00 2+920.00 2+940.00 2+960.00 2+980.00 3+000.00 3+020.00 3+040.00 3+060.00 3+080.00 3+100.00 3+120.00 3+140.00 3+160.00 3+180.00 3+200.00 3+220.00 3+240.00 3+260.00 3+280.00 3+300.00 3+320.00 3+340.00 3+360.00 3+380.00 3+400.00 3+420.00 3+440.00 3+460.00 3+480.00 3+500.00 3+520.00 3+540.00 3+560.00 3+580.00 3+600.00 3+620.00 3+640.00 3+660.00 3+680.00 3+700.00 3+720.00 3+740.00 3+760.00 3+780.00 3+800.00 3+820.00 3+840.00 3+860.00 3+880.00 3+900.00 3+920.00 3+940.00 3+960.00 3+980.00 4+000.00 4+020.00 4+040.00 4+060.00 4+080.00 4+100.00 4+120.00 4+140.00 4+160.00 4+180.00 4+200.00 4+220.00 4+240.00 4+260.00 4+280.00 4+300.00 4+320.00 4+340.00 4+360.00 4+380.00 4+400.00 4+420.00 4+440.00 4+460.00 4+480.00 4+500.00 4+520.00 4+540.00 4+560.00 4+580.00 4+600.00 4+620.00 4+640.00 4+660.00 4+680.00 4+700.00 4+720.00 4+740.00 4+760.00 4+780.00 4+800.00 4+820.00 4+840.00 4+860.00 4+880.00 4+900.00 4+920.00 4+940.00 4+960.00 4+980.00 5+000.00 5+020.00 5+040.00 5+060.00 5+080.00 5+100.00 5+120.00 5+140.00 5+160.00 5+180.00 5+200.00 5+220.00 5+240.00 5+260.00 5+280.00 5+300.00 5+320.00 5+340.00 5+360.00 5+380.00 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+320.00 2+340.00 2+360.00 2+380.00 2+400.00 2+420.00 2+440.00 2+460.00 2+480.00 2+500.00 2+520.00 2+540.00 2+560.00 2+580.00 2+600.00 2+620.00 2+640.00 2+660.00 2+680.00 2+700.00 2+720.00 2+740.00 2+760.00 2+780.00 2+800.00 2+820.00 2+840.00 2+860.00 2+880.00 2+900.00 2+920.00 2+940.00 2+960.00 2+980.00 3+000.00 3+020.00 3+040.00 3+060.00 3+080.00 3+100.00 3+120.00 3+140.00 3+160.00 3+180.00 3+200.00 3+220.00 3+240.00 3+260.00 3+280.00 3+300.00 3+320.00 3+340.00 3+360.00 3+380.00 3+400.00 3+420.00 3+440.00 3+460.00 3+480.00 3+500.00 3+520.00 3+540.00 3+560.00 3+580.00 3+600.00 3+620.00 3+640.00 3+660.00 3+680.00 3+700.00 3+720.00 3+740.00 3+760.00 3+780.00 3+800.00 3+820.00 3+840.00 3+860.00 3+880.00 3+900.00 3+920.00 3+940.00 3+960.00 3+980.00 4+000.00 4+020.00 4+040.00 4+060.00 4+080.00 4+100.00 4+120.00 4+140.00 4+160.00 4+180.00 4+200.00 4+220.00 4+240.00 4+260.00 4+280.00 4+300.00 4+320.00 4+340.00 4+360.00 4+380.00 4+400.00 4+420.00 4+440.00 4+460.00 4+480.00 4+500.00 4+520.00 4+540.00 4+560.00 4+580.00 4+600.00 4+620.00 4+640.00 4+660.00 4+680.00 4+700.00 4+720.00 4+740.00 4+760.00 4+780.00 4+800.00 4+820.00 4+840.00 4+860.00 4+880.00 4+900.00 4+920.00 4+940.00 4+960.00 4+980.00 5+000.00 5+020.00 5+040.00 5+060.00 5+080.00 5+100.00 5+120.00 5+140.00 5+160.00 5+180.00 5+200.00 5+220.00 5+240.00 5+260.00 5+280.00 5+300.00 5+400.00 5+420.00 0+000.00 0+020.00 N S E O NO SO NE SE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 CRP 2, TIPO 3 CRP 1, TIPO 3 2 9989.13 9986.72 2.41 1 9989.58 9989.58 0.00 3 9988.62 9982.40 6.22 4 9988.37 9980.69 7.68 5 9987.91 9980.43 7.49 6 9987.74 9980.77 6.97 7 9986.82 9959.89 26.93 8 9986.31 9952.44 33.88 9 9986.11 9952.07 34.04 10 9985.64 9951.59 34.05 11 9985.28 9947.38 37.90 12 9985.23 9948.65 36.58 13 9984.86 9957.47 27.38 15 9984.14 9959.05 25.09 14 9984.61 9957.80 26.81 16 9983.70 9956.53 27.17 17 9983.51 9953.97 29.54 18 9983.23 9952.11 31.11 19 9982.84 9949.65 33.19 20 9982.47 9952.01 30.46 21 9982.25 9950.63 31.61 22 9981.75 9946.21 35.54 23 9981.53 9948.08 33.44 24 9981.23 9943.63 37.59 25 9981.04 9944.94 36.10 26 9980.63 9946.83 33.80 27 9980.19 9947.49 32.71 28 9980.02 9945.07 34.95 29 9979.67 9942.73 36.94 30 9979.66 9942.73 36.92 31 9979.56 9943.36 36.20 32 9979.53 9943.12 36.42 33 9979.08 9949.02 30.06 34 9978.79 9948.35 30.45 36 9978.45 9953.84 24.61 37 9978.22 9955.25 22.97 35 9978.68 9949.04 29.65 38 9978.00 9955.65 22.35 39 9977.76 9954.78 22.99 40 9977.50 9954.25 23.25 46 9976.37 9967.43 8.94 45 9976.78 9962.37 14.40 47 9975.86 9966.25 9.61 44 9976.99 9958.31 18.68 41 9977.46 9954.22 23.23 42 9977.16 9957.88 19.29 43 9977.03 9957.40 19.63 48 9975.66 9968.50 7.16 49 9975.40 9967.23 8.17 50 9974.93 9969.20 5.73 52 9974.47 9968.60 5.87 51 9974.69 9967.73 6.96 53 9974.36 9969.15 5.21 132 9974.36 9969.14 5.22 54 9974.19 9969.62 4.56 55 9973.88 9964.89 8.99 57 9973.42 9967.35 6.07 58 9973.14 9968.11 5.03 56 9973.74 9965.56 8.18 59 9972.72 9966.09 6.63 65 9969.85 9913.64 56.21 64 9970.34 9929.25 41.09 66 9969.60 9901.86 67.74 67 9969.09 9879.23 89.85 68 9968.88 9870.98 97.90 69 9968.61 9861.78 106.83 60 9972.33 9970.27 2.07 61 9971.93 9964.81 7.12 63 9970.79 9937.43 33.36 70 9968.16 9857.96 110.19 62 9971.48 9954.97 16.52 71 9967.92 9855.60 112.32 72 9967.66 9857.09 110.57 73 9967.12 9854.96 112.16 74 9966.90 9852.33 114.57 75 9961.29 9855.64 105.64 76 9950.90 9852.67 98.23 77 9940.57 9847.84 92.73 78 9924.11 9840.76 83.36 79 9901.22 9829.18 72.05 80 9891.80 9831.14 60.66 81 9876.74 9835.26 41.48 82 9868.18 9829.88 38.31 83 9857.89 9824.71 33.19 84 9855.77 9828.24 27.53 85 9846.51 9826.15 20.36 86 9828.86 9814.96 13.90 87 9798.71 9794.35 4.36 89 9787.24 9787.24 0.00 88 9791.14 9790.37 0.77 90 9785.97 9766.96 19.01 91 9779.14 9747.09 32.05 92 9777.98 9744.61 33.37 93 9774.89 9726.85 48.05 94 9773.48 9712.93 60.55 95 9684.32 9684.32 0.00 96 9683.76 9678.02 5.74 97 9682.06 9676.05 6.01 98 9679.31 9670.66 8.65 99 9678.16 9661.09 17.07 100 9676.74 9651.57 25.17 101 9675.38 9651.53 23.85 102 9671.70 9634.50 37.20 103 9669.96 9630.41 39.55 104 9669.08 9623.13 45.96 105 9664.89 9580.08 84.81 106 9664.08 9587.25 76.83 107 9663.12 9596.48 66.64 108 9661.25 9605.95 55.30 109 9659.24 9602.16 57.08 111 9657.76 9607.71 50.05 112 9656.97 9600.32 56.65 110 9658.67 9600.90 57.78 113 9655.79 9588.76 67.03 114 9652.13 9557.55 94.58 115 9649.64 9544.05 105.59 116 9647.23 9536.03 111.20 117 9645.88 9534.98 110.90 118 9644.95 9536.49 108.46 119 9643.64 9532.90 110.74 120 9641.58 9532.84 108.74 121 9640.42 9524.05 116.37 122 9637.06 9526.20 110.86 123 9633.46 9513.86 119.60 124 9633.00 9520.41 112.59 125 9632.51 9524.01 108.50 126 9628.50 9542.45 86.05 127 9627.05 9555.46 71.59 128 9626.17 9566.93 59.23 129 9624.63 9591.83 32.80 130 9623.66 9602.01 21.65 131 9622.55 9598.51 24.05 55.18m 101.6mm(4") 63.44m 101.6mm(4") 30.73m 101.6mm(4") 55.65m 101.6mm(4") 21.32m 101.6mm(4") 113.42m 101.6mm(4") 62.32m 101.6mm(4") 25.47m 101.6mm(4") 57.34m 101.6mm(4") 44.70m 101.6mm(4") 5.50m 101.6mm(4") 46.26m 101.6mm(4") 57.73m 101.6mm(4") 54.44m 101.6mm(4") 30.52m 101.6mm(4") 23.45m 101.6mm(4") 34.65m 101.6mm(4") 47.54m 101.6mm(4") 46.17m 101.6mm(4") 26.95m 101.6mm(4") 60.71m 101.6mm(4") 27.91m 101.6mm(4") 36.89m 101.6mm(4") 51.16m 101.6mm(4") 22.82m 101.6mm(4") 53.48m 101.6mm(4") 21.24m 101.6mm(4") 42.94m 101.6mm(4") 1.73m 101.6mm(4") 11.89m 101.6mm(4") 3.11m 101.6mm(4") 55.84m 101.6mm(4") 35.43m 101.6mm(4") 28.34m 101.6mm(4") 28.16m 101.6mm(4") 27.57m 101.6mm(4") 13.55m 101.6mm(4") 29.50m 101.6mm(4") 32.05m 101.6mm(4") 50.13m 101.6mm(4") 62.89m 101.6mm(4") 26.98m 101.6mm(4") 5.56m 101.6mm(4") 35.99m 101.6mm(4") 16.35m 101.6mm(4") 4.36m 101.6mm(4") 24.06m 101.6mm(4") 32.44m 101.6mm(4") 57.21m 101.6mm(4") 27.42m 101.6mm(4") 13.51m 101.6mm(4") 0.05m 101.6mm(4") 21.33m 101.6mm(4") 29.69m 101.6mm(4") 37.99m 101.6mm(4") 35.08m 101.6mm(4") 38.79m 101.6mm(4") 17.45m 101.6mm(4") 51.59m 101.6mm(4") 60.49m 101.6mm(4") 30.75m 101.6mm(4") 63.45m 101.6mm(4") 25.77m 101.6mm(4") 33.36m 101.6mm(4") 47.38m 101.6mm(4") 49.41m 101.6mm(4") 54.82m 101.6mm(4") 55.33m 101.6mm(4") 55.02m 101.6mm(4") 85.72m 101.6mm(4") 29.41m 101.6mm(4") 31.57m 101.6mm(4") 67.10m 101.6mm(4") 26.59m 101.6mm(4") 17.14m 50.8mm(2") 31.70m 50.8mm(2") 31.55m 50.8mm(2") 50.25m 50.8mm(2") 69.89m 50.8mm(2") 28.79m 50.8mm(2") 45.98m 50.8mm(2") 26.12m 50.8mm(2") 31.41m 50.8mm(2") 6.47m 50.8mm(2") 28.30m 50.8mm(2") 53.88m 50.8mm(2") 92.08m 50.8mm(2") 17.90m 50.8mm(2") 33.85m 76.2mm(3") 23.12m 50.8mm(2") 181.13m 76.2mm(3") 30.88m 76.2mm(3") 81.92m 76.2mm(3") 37.42m 76.2mm(3") 64.95m 76.2mm(3") 14.80m 76.2mm(3") 44.99m 76.2mm(3") 73.13m 76.2mm(3") 30.53m 76.2mm(3") 37.59m 76.2mm(3") 36.27m 76.2mm(3") 97.67m 76.2mm(3") 46.03m 76.2mm(3") 23.28m 76.2mm(3") 111.32m 76.2mm(3") 21.57m 76.2mm(3") 25.48m 76.2mm(3") 49.64m 76.2mm(3") 53.22m 76.2mm(3") 20.85m 76.2mm(3") 24.25m 76.2mm(3") 31.41m 76.2mm(3") 15.09m 76.2mm(3") 97.17m 76.2mm(3") 66.10m 76.2mm(3") 64.05m 76.2mm(3") 35.74m 76.2mm(3") 24.62m 76.2mm(3") 34.90m 76.2mm(3") 54.49m 76.2mm(3") 30.83m 76.2mm(3") 89.15m 76.2mm(3") 95.56m 76.2mm(3") 13.03m 76.2mm(3") 12.34m 76.2mm(3") 106.39m 76.2mm(3") 38.52m 76.2mm(3") 23.42m 76.2mm(3") 40.74m 76.2mm(3") 25.81m 76.2mm(3") 29.36m 76.2mm(3") TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC HUAJUAPAN DE LEON HUAUTLA DE JIMENEZ A PUEBLA 0 5 10 20 30 50M Escala Grafica SANTA MARIA TECOMAVACA COYULA SAN JUAN BAUTISTA MANANTIAL TANQUE 0.60 \A1;0.50 9,.20 132,26 4.00 m 4.40 m 1.00m 1.00m 1.00m 1.50 0.70m 3.40 3.40 3.00 3.00 2.60 2.60 2.5 0.20 1.20 1.20 SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: OBRA DE CAPTACION PLP-CP FECHA: SEP. 2014 DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI NOTAS DE CONSTRUCCION VOLUMENES DE OBRA DATOS DE PROYECTO NOTA: LA CIMENTACIÓ DE LOS ALEROS SE DESPLANTARÁ SOBRE UN LECHO ROCOSO, SE BARRENERA LA SUPERFICIE PARA DESPLANTAR UN SISTEMA DE ANCLAJE A BASE DE VARILLA DEL #6 DE 3/4" DE d @ 60 CMS CON UNA PROFUNDIDAD DE 40 CMS A LO LARGO DE AMBOS ALEROS Y EL MURO DEL RETEN, DIAMETRO DE LA PERFORACION 1 1/2" DE d RELLENADO CON MORTERO CEMENTRO-ARENA 1:3. 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA ESCALA: S/E NO.PLANO: 1/1 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO fO.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CON LAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. DE SANTIAGO QUIOTEPEC LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: DETALLES CONSTRUCTIVOS DCP FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI DATOS DE PROYECTO 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS ESCALA: S/E NO.PLANO: 1/1 MACROLOCALIZACION MICROLOCALIZACION RIO TANQUE ESPECIFICACIONES -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO fO.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CON LAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC medio del mar (MSNMM). - Levantamiento topografico realizado con Estacion Total marca SOKKIA - Coordenadas georeferenciadas en sistema UTM y Datum WGS84 modelo 630RK - curvas de nivel secundarias @ 0.20 m - Curvas de nivel maestras @ 1.00 m - La elevacion del banco de nivel esta expresado en mts. sobre nivel 100 A A B A A A A B A B B CRUZ CON REDUCCION -40785.30412444211 -40785.30412444211 -40785.30412444211 2.- LOS ATRAQUES DEBERAN COLOCARSE EN TODOS LOS CASOS ANTES DE HACER LA PRUEBA 3.- LOS ATRAQUES SE USARAN EXCLUSIVAMENTE PARA TUBERIAS ALOJADAS EN ZANJAS 1.- LAS PIEZAS ESPECIALES DEBERAN ESTAR ALINEADAS Y NIVELADAS ANTES DE COLOCAR LOS ATRAQUES LOS CUALES QUEDARAN PERFECTAMENTE APOYADOS AL FONDO Y PARED DE LA ZANJA ATRAQUES PARA PIEZAS ESPECIALES DIMENSIONES PARA ATRAQUES DE CONCRETO -40785.30412444211 d NOMINAL DE LA PIEZA TEE (PRESIONES DE TRANBAJO MENORES DE 7Kg/cm2) HIDROSTATICA DE LAS TUBERIAS -40785.30412444211 milimetros SIN ESCALA N O T A S 102 152 4 6 pulgadas 35 ALTURA cm. 40 -40785.30412444211 30 cm. 30 LADO "A" TE Y TAPA CIEGA CODO -40785.30412444211 30 cm. 30 LADO "B" -40785.30412444211 VOLUMEN m3. 0.032 0.036 -40785.30412444211 -40785.30412444211 -40785.30412444211 \A1;10 \A1;15 \A1;15 \A1;10 \A1;15 \A1;15 \A1;10 \A1;10 VICTOR HERNANDEZ 1 TN 2 TN 3 TN 4 TN 5 TN 6 TN 7 TN 8 TN 9 TN 14 TN 15 TN 16 TN 17 TN 18 TN 19 TN 20 TN 21 TN 22 TN 23 TN 24 TN 25 TN 26 TN 27 TN 28 TN 29 TN 30 TN 31 TN 32 TN 33 TN 34 TN 35 TN 36 TN 37 TN 38 TN 39 TN 40 TN 41 TN 42 TN 43 TN 44 TN 45 TN 46 TN 47 TN 48 TN 49 TN 50 TN 51 TN 52 TN 53 TN 54 TN 55 TN 56 TN 57 S T 58 S T 59 S T 60 S T 61 S T 62 S T 63 S T 64 S T 65 S T 66 S T 67 S T 68 S T 69 S T 70 S T 71 S T 72 S T 73 S T 74 S T 75 S T 76 S T 77 S T 78 S T 79 S T 80 S T 81 S T 82 S T 83 S T 84 S T 85 S T 86 S T 87 S T 88 S T 89 S T 90 S T 91 S T 92 S T 93 S T 94 S T 95 S T 96 S T 97 S T 102 S T 103 S T 104 S T 105 S T 106 S T 107 S T 108 S T 109 S T 110 S T 111 S T 112 S T 113 S T 114 S T 115 S T 116 S T 117 S T 118 S T 119 S T 120 S T 121 S T 122 S T 123 S T 124 S T 125 S T 126 S T 127 S T 128 S T 129 S T 130 S T 131 S T 132 S T 133 S T 134 S T 135 S T 136 S T 137 S T 138 S T 139 S T 140 S T 141 S T 142 S T 143 S T 144 S T 145 S T 146 S T 147 S T 148 S T 149 S T 150 S T 151 S T 152 S T 153 S T 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 Elev=649.410 0+020.00 Elev=649.193 0+040.00 Elev=648.941 0+060.00 Elev=648.746 0+080.00 Elev=648.552 0+100.00 Elev=648.304 0+120.00 Elev=647.989 0+140.00 Elev=647.692 0+160.00 Elev=647.441 0+180.00 Elev=647.095 0+200.00 Elev=646.922 0+220.00 Elev=646.757 0+240.00 Elev=646.609 0+260.00 Elev=646.421 0+280.00 Elev=646.135 0+300.00 Elev=645.871 0+320.00 Elev=645.703 0+340.00 Elev=645.402 0+360.00 Elev=645.126 0+380.00 Elev=645.109 0+400.00 Elev=645.093 0+420.00 Elev=644.548 0+440.00 Elev=644.435 0+460.00 Elev=644.206 0+480.00 Elev=643.886 0+500.00 Elev=643.823 0+520.00 Elev=643.753 0+540.00 Elev=643.335 0+560.00 Elev=643.294 0+580.00 Elev=643.021 0+600.00 Elev=642.782 0+620.00 Elev=642.617 0+640.00 Elev=642.508 0+660.00 Elev=642.283 0+680.00 Elev=642.066 0+700.00 Elev=641.761 0+720.00 Elev=641.665 0+740.00 Elev=641.410 0+760.00 Elev=641.241 0+780.00 Elev=640.618 0+800.00 Elev=639.918 0+820.00 Elev=639.218 0+840.00 Elev=638.518 0+860.00 Elev=637.818 0+880.00 Elev=637.118 0+900.00 Elev=636.418 0+920.00 Elev=635.718 0+940.00 Elev=635.017 0+960.00 Elev=634.317 0+980.00 Elev=633.617 1+000.00 Elev=632.918 1+020.00 Elev=632.080 1+040.00 Elev=631.240 1+060.00 Elev=630.400 1+080.00 Elev=629.559 1+100.00 Elev=628.720 1+120.00 Elev=627.880 1+140.00 Elev=627.040 1+160.00 Elev=626.376 1+180.00 Elev=625.748 1+200.00 Elev=625.120 1+220.00 Elev=624.492 1+240.00 Elev=623.865 1+260.00 Elev=623.235 1+280.00 Elev=622.607 1+300.00 Elev=621.979 1+320.00 Elev=621.351 1+340.00 Elev=620.723 1+360.00 Elev=620.095 1+380.00 Elev=619.467 1+400.00 Elev=618.839 1+420.00 Elev=618.211 1+440.00 Elev=617.200 1+460.00 Elev=616.103 1+480.00 Elev=615.005 1+500.00 Elev=613.907 1+520.00 Elev=612.808 1+540.00 Elev=611.711 1+560.00 Elev=610.613 1+580.00 Elev=609.515 1+600.00 Elev=608.416 1+620.00 Elev=607.300 1+640.00 Elev=606.111 1+660.00 Elev=604.920 1+680.00 Elev=603.730 1+700.00 Elev=602.541 1+720.00 Elev=601.351 1+740.00 Elev=600.161 1+760.00 Elev=598.970 1+780.00 Elev=597.781 1+800.00 Elev=596.591 1+820.00 Elev=595.401 1+840.00 Elev=594.211 1+860.00 Elev=593.021 1+880.00 Elev=591.831 1+900.00 Elev=590.641 1+920.00 Elev=589.450 1+940.00 Elev=588.261 1+960.00 Elev=587.071 1+980.00 Elev=585.880 2+000.00 Elev=584.690 2+020.00 Elev=583.501 2+040.00 Elev=582.311 2+060.00 Elev=580.989 2+080.00 Elev=579.621 2+100.00 Elev=578.254 2+120.00 Elev=576.886 2+140.00 Elev=575.517 2+160.00 Elev=574.149 2+180.00 Elev=572.782 2+200.00 Elev=571.414 2+220.00 Elev=570.046 2+240.00 Elev=568.739 2+260.00 Elev=567.351 2+280.00 Elev=565.941 2+300.00 Elev=563.669 2+320.00 Elev=559.433 2+340.00 Elev=556.873 2+345.13 Elev=556.000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 649.410 649.410 0.000 0+020.00 649.193 649.199 0.005 0+040.00 648.941 648.987 0.046 0+060.00 648.746 648.776 0.030 0+080.00 648.552 648.565 0.013 0+100.00 648.304 648.354 0.050 0+120.00 647.989 648.142 0.153 0+140.00 647.692 647.931 0.239 0+160.00 647.441 647.720 0.278 0+180.00 647.095 647.508 0.414 0+200.00 646.922 647.297 0.375 0+220.00 646.757 647.086 0.329 0+240.00 646.609 646.875 0.266 0+260.00 646.421 646.663 0.243 0+280.00 646.135 646.452 0.317 0+300.00 645.871 646.241 0.370 0+320.00 645.703 646.030 0.327 0+340.00 645.402 645.818 0.416 0+360.00 645.126 645.607 0.481 0+380.00 645.109 645.396 0.286 0+400.00 645.093 645.184 0.091 0+420.00 644.548 644.973 0.425 0+440.00 644.435 644.762 0.327 0+460.00 644.206 644.551 0.344 0+480.00 643.886 644.339 0.453 0+500.00 643.823 644.128 0.305 0+520.00 643.753 643.917 0.164 0+540.00 643.335 643.705 0.370 0+560.00 643.294 643.494 0.200 0+580.00 643.021 643.283 0.262 0+600.00 642.782 643.072 0.289 0+620.00 642.617 642.860 0.244 0+640.00 642.508 642.649 0.141 0+660.00 642.283 642.438 0.155 0+680.00 642.066 642.226 0.161 0+700.00 641.761 642.015 0.255 0+720.00 641.665 641.804 0.139 0+740.00 641.410 641.593 0.182 0+760.00 641.241 641.381 0.140 0+780.00 640.618 641.170 0.552 0+800.00 639.918 640.959 1.041 0+820.00 639.218 640.748 1.530 0+840.00 638.518 640.536 2.018 0+860.00 637.818 640.325 2.507 0+880.00 637.118 640.114 2.996 0+900.00 636.418 639.902 3.485 0+920.00 635.718 639.691 3.974 0+940.00 635.017 639.480 4.462 0+960.00 634.317 639.269 4.951 0+980.00 633.617 639.057 5.440 1+000.00 632.918 638.846 5.928 1+020.00 632.080 638.635 6.555 1+040.00 631.240 638.423 7.183 1+060.00 630.400 638.212 7.812 1+080.00 629.559 638.001 8.441 1+100.00 628.720 637.790 9.070 1+120.00 627.880 637.578 9.698 1+140.00 627.040 637.367 10.327 1+160.00 626.376 637.156 10.780 1+180.00 625.748 636.944 11.197 1+200.00 625.120 636.733 11.614 1+220.00 624.492 636.522 12.030 1+240.00 623.865 636.311 12.446 1+260.00 623.235 636.099 12.865 1+280.00 622.607 635.888 13.281 1+300.00 621.979 635.677 13.697 1+320.00 621.351 635.466 14.114 1+340.00 620.723 635.254 14.532 1+360.00 620.095 635.043 14.948 1+380.00 619.467 634.832 15.365 1+400.00 618.839 634.620 15.781 1+420.00 618.211 634.409 16.198 1+440.00 617.200 634.198 16.997 1+460.00 616.103 633.987 17.884 1+480.00 615.005 633.775 18.770 1+500.00 613.907 633.564 19.657 1+520.00 612.808 633.353 20.544 1+540.00 611.711 633.141 21.430 1+560.00 610.613 632.930 22.317 1+580.00 609.515 632.719 23.204 1+600.00 608.416 632.508 24.091 1+620.00 607.300 632.296 24.996 1+640.00 606.111 632.085 25.974 1+660.00 604.920 631.874 26.953 1+680.00 603.730 631.662 27.932 1+700.00 602.541 631.451 28.910 1+720.00 601.351 631.240 29.889 1+740.00 600.161 631.029 30.868 1+760.00 598.970 630.817 31.847 1+780.00 597.781 630.606 32.825 1+800.00 596.591 630.395 33.804 1+820.00 595.401 630.184 34.783 1+840.00 594.211 629.972 35.761 1+860.00 593.021 629.761 36.740 1+880.00 591.831 629.550 37.719 1+900.00 590.641 629.338 38.698 1+920.00 589.450 629.127 39.677 1+940.00 588.261 628.916 40.655 1+960.00 587.071 628.705 41.634 1+980.00 585.880 628.493 42.613 2+000.00 584.690 628.282 43.592 2+020.00 583.501 628.071 44.570 2+040.00 582.311 627.859 45.549 2+060.00 580.989 627.648 46.659 2+080.00 579.621 627.437 47.815 2+100.00 578.254 627.226 48.972 2+120.00 576.886 627.014 50.129 2+140.00 575.517 626.803 51.286 2+160.00 574.149 626.592 52.442 2+180.00 572.782 626.380 53.599 2+200.00 571.414 626.169 54.756 2+220.00 570.046 625.958 55.912 2+240.00 568.739 625.747 57.007 2+260.00 567.351 625.535 58.184 2+280.00 565.941 625.324 59.383 2+300.00 563.669 625.113 61.444 2+320.00 559.433 624.902 65.469 2+340.00 556.873 624.690 67.817 2+345.13 556.000 624.636 68.636 CARGA 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 Elev=649.410 0+020.00 Elev=649.193 0+040.00 Elev=648.941 0+060.00 Elev=648.746 0+080.00 Elev=648.552 0+100.00 Elev=648.304 0+120.00 Elev=647.989 0+140.00 Elev=647.692 0+160.00 Elev=647.441 0+180.00 Elev=647.095 0+200.00 Elev=646.922 0+220.00 Elev=646.757 0+240.00 Elev=646.609 0+260.00 Elev=646.421 0+280.00 Elev=646.135 0+300.00 Elev=645.871 0+320.00 Elev=645.703 0+340.00 Elev=645.402 0+360.00 Elev=645.126 0+380.00 Elev=645.109 0+400.00 Elev=645.093 0+420.00 Elev=644.548 0+440.00 Elev=644.435 0+460.00 Elev=644.206 0+480.00 Elev=643.886 0+500.00 Elev=643.823 0+520.00 Elev=643.753 0+540.00 Elev=643.335 0+560.00 Elev=643.294 0+580.00 Elev=643.021 0+600.00 Elev=642.782 0+620.00 Elev=642.617 0+640.00 Elev=642.508 0+660.00 Elev=642.283 0+680.00 Elev=642.066 0+700.00 Elev=641.761 0+720.00 Elev=641.665 0+740.00 Elev=641.410 0+760.00 Elev=641.241 0+780.00 Elev=640.618 0+800.00 Elev=639.918 0+820.00 Elev=639.218 0+840.00 Elev=638.518 0+860.00 Elev=637.818 0+880.00 Elev=637.118 0+900.00 Elev=636.418 0+920.00 Elev=635.718 0+940.00 Elev=635.017 0+960.00 Elev=634.317 0+980.00 Elev=633.617 1+000.00 Elev=632.918 1+020.00 Elev=632.080 1+040.00 Elev=631.240 1+060.00 Elev=630.400 1+080.00 Elev=629.559 1+100.00 Elev=628.720 1+120.00 Elev=627.880 1+140.00 Elev=627.040 1+160.00 Elev=626.376 1+180.00 Elev=625.748 1+200.00 Elev=625.120 1+220.00 Elev=624.492 1+240.00 Elev=623.865 1+260.00 Elev=623.235 1+280.00 Elev=622.607 1+300.00 Elev=621.979 1+320.00 Elev=621.351 1+340.00 Elev=620.723 1+360.00 Elev=620.095 1+380.00 Elev=619.467 1+400.00 Elev=618.839 1+420.00 Elev=618.211 1+440.00 Elev=617.200 1+460.00 Elev=616.103 1+480.00 Elev=615.005 1+500.00 Elev=613.907 1+520.00 Elev=612.808 1+540.00 Elev=611.711 1+560.00 Elev=610.613 1+580.00 Elev=609.515 1+600.00 Elev=608.416 1+620.00 Elev=607.300 1+640.00 Elev=606.111 1+660.00 Elev=604.920 1+680.00 Elev=603.730 1+700.00 Elev=602.541 1+720.00 Elev=601.351 1+740.00 Elev=600.161 1+760.00 Elev=598.970 1+780.00 Elev=597.781 1+800.00 Elev=596.591 1+820.00 Elev=595.401 1+840.00 Elev=594.211 1+860.00 Elev=593.021 1+880.00 Elev=591.831 1+900.00 Elev=590.641 1+920.00 Elev=589.450 1+940.00 Elev=588.261 1+960.00 Elev=587.071 1+980.00 Elev=585.880 2+000.00 Elev=584.690 2+020.00 Elev=583.501 2+040.00 Elev=582.311 2+060.00 Elev=580.989 2+080.00 Elev=579.621 2+100.00 Elev=578.254 2+120.00 Elev=576.886 2+140.00 Elev=575.517 2+160.00 Elev=574.149 2+180.00 Elev=572.782 2+200.00 Elev=571.414 2+220.00 Elev=570.046 2+240.00 Elev=568.739 2+260.00 Elev=567.351 2+280.00 Elev=565.941 2+300.00 Elev=563.669 2+320.00 Elev=559.433 2+340.00 Elev=556.873 2+345.13 Elev=556.000 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO 0+000.00 649.410 649.410 0.000 0+020.00 649.193 649.199 0.005 0+040.00 648.941 648.987 0.046 0+060.00 648.746 648.776 0.030 0+080.00 648.552 648.565 0.013 0+100.00 648.304 648.354 0.050 0+120.00 647.989 648.142 0.153 0+140.00 647.692 647.931 0.239 0+160.00 647.441 647.720 0.278 0+180.00 647.095 647.508 0.414 0+200.00 646.922 647.297 0.375 0+220.00 646.757 647.086 0.329 0+240.00 646.609 646.875 0.266 0+260.00 646.421 646.663 0.243 0+280.00 646.135 646.452 0.317 0+300.00 645.871 646.241 0.370 0+320.00 645.703 646.030 0.327 0+340.00 645.402 645.818 0.416 0+360.00 645.126 645.607 0.481 0+380.00 645.109 645.396 0.286 0+400.00 645.093 645.184 0.091 0+420.00 644.548 644.973 0.425 0+440.00 644.435 644.762 0.327 0+460.00 644.206 644.551 0.344 0+480.00 643.886 644.339 0.453 0+500.00 643.823 644.128 0.305 0+520.00 643.753 643.917 0.164 0+540.00 643.335 643.705 0.370 0+560.00 643.294 643.494 0.200 0+580.00 643.021 643.283 0.262 0+600.00 642.782 643.072 0.289 0+620.00 642.617 642.860 0.244 0+640.00 642.508 642.649 0.141 0+660.00 642.283 642.438 0.155 0+680.00 642.066 642.226 0.161 0+700.00 641.761 642.015 0.255 0+720.00 641.665 641.804 0.139 0+740.00 641.410 641.593 0.182 0+760.00 641.241 641.381 0.140 0+780.00 640.618 641.170 0.552 0+800.00 639.918 640.959 1.041 0+820.00 639.218 640.748 1.530 0+840.00 638.518 640.536 2.018 0+860.00 637.818 640.325 2.507 0+880.00 637.118 640.114 2.996 0+900.00 636.418 639.902 3.485 0+920.00 635.718 639.691 3.974 0+940.00 635.017 639.480 4.462 0+960.00 634.317 639.269 4.951 0+980.00 633.617 639.057 5.440 1+000.00 632.918 638.846 5.928 CARGA 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 CRUCEROS EN LINEA DE CONDUCCION LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE Fo.Go. DIAMETRO 51 MM. (2"). 46.00 CODO DE 45° DE Fo.Go. DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE Fo.Go. DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE Fo.Go. DIAMETRO 51 MM. (2"). 38.00 CODO DE 90° DE Fo.Go. DIAMETRO 51 MM. (2"). 14.00 CRUZ CON REDUCCION A A A 2.- LOS ATRAQUES DEBERAN COLOCARSE EN TODOS LOS CASOS ANTES DE HACER LA PRUEBA 3.- LOS ATRAQUES SE USARAN EXCLUSIVAMENTE PARA TUBERIAS ALOJADAS EN ZANJAS 1.- LAS PIEZAS ESPECIALES DEBERAN ESTAR ALINEADAS Y NIVELADAS ANTES DE COLOCAR LOS ATRAQUES LOS CUALES QUEDARAN PERFECTAMENTE APOYADOS AL FONDO Y PARED DE LA ZANJA ATRAQUES PARA PIEZAS ESPECIALES DIMENSIONES PARA ATRAQUES DE CONCRETO A d NOMINAL DE LA PIEZA TEE (PRESIONES DE TRANBAJO MENORES DE 7Kg/cm2) HIDROSTATICA DE LAS TUBERIAS B milimetros SIN ESCALA N O T A S 38 1 1/2" pulgadas 20 ALTURA cm. B 20 cm. LADO "A" TE Y TAPA CIEGA CODO A 20 cm. LADO "B" B VOLUMEN m3. 0.008 B A A CAJA DE OPERACION TIPO 1 PLANTA LOSA Y CONTRAMARCO \A1;VAR.DE \S3/8;"DE *TODAS LAS ACOTACIONES SE DAN EN CM EXEPTO LAS INDICADAS EN OTRAS UNIDADES LAS ACOTACIONES "X" y "Y" SON GENERALES PAR ATODAS LAS LOSAS DE LOS CONTRAMARCOS ASI COMO LAS a, b, e, DE LA PLANTA DE MUROS DE LAS CAJAS. *LOS PERFILES ESTRUCTURALES DE 50 MM 16" DE PERALTE SERAN DE TIPO IMANO *EL DADO DE OPERACION DE LA VALVULA DEBERA QUEDAR CENTRADO CON LA TAPA DE LA CAJA. *A LOS CANTRAMARCOS SE LE SOLDARA UNA ORILLA PERIMETRALMENTE COMO LA INDICA EL ISOMETRICO. \A1;*LA LOSA DE TECHO TENDRA EL ESPESOR INDICADO EN LA TABLA Y LLEVARA EMPARRILLADO DE VARILLAS DE \S3/8;" DE DIAMETRO. \A1;*LA LOSA DE PISO SERA DE 10 CM. DE ESPESOR CON REFUERZO DE VARILLAS \S3/8;" DE DIAMETRO A CADA 30CM. *QUEDA A JUICIO DE LA RESIDENCIA PONER EN EL FONDO DE LA CAJA UN TUBO DE 50MM (2"). NOTAS EN CAJA OPERADORA DE VALVULAS A TAPA DE FO.FO MARCO DE FO.FO G U A P O T A B L E S. R. H. \A1;ELEVACION C MURO DE TABIQUE e e a 0.10 NIVEL DE LA CALLE \A1;DALA DE CONCRETO CON 2 VARS. DE \S3/8;" DE DIAMETRO FIERRO POR TEMPERATURA H PEDACERIA DE TABIQUE CONCRETO REFORZADO APLANADO DE CONCRETO DE 1 CM DE ESPESOR 0.10 0.10 DATOS CAJA DE OPERACION DE VALVULAS TIPO 1 NUMERO DE DIAMETRO DE TIPO 50 a 60 (cm.) A (cm.) VALVULAS VALVULA (mm.) 1 CAJA (cm.) 1 70 70 B 87 H C 14 SENCILLO CONTRAMARCOS Y 11.30 0.98 --- 1 CANT. 100 (cm.) E ESPESOR MURO (cm.) X 0.98 DOBLE 0.90 EXC. M3 0.85 PED.TAB M2 L.CONC PISO M2 M.TAB MORCEM M2 DALACEM 2VS3/8" 0.96 0.10 1.55 0.047 M3 APLAN CEM. M2 L.CON TECHO M3 VARS. 3/8" 1.54 0.085 21 CAJA DE OPERACION TIPO 1 S/E \A1;S/E \A1;S/E \A1;S/E Y X \A1;DIAMETRO Y X \A1;S/E \A1;VAR.DE \S3/8;"DE \A1;DIAMETRO e b e e a e 61.50 50.00 61.50 50.00 50.00 0.10 VARIABLE 0.10 A \A1;VALVULA 0.17 0.17 CORTE \A1;TABIQUE ROJO RECOSIDO \A1;VARILLAS No. 3 @ 10 CM EN AMBOS SENTIDOS \A1;NIVEL DE CALLE A A' 0.6 A B VARIABLE VARIABLE \A1;TAPA DE FO.FO. PLANTA A G U A P O T A B L E \A1;TAPA DE FO.FO. DATOS GENERALES DE LAS CAJAS (1 VALVULA) DIAMETRO DE TIPO 2 1/2" a 4" 1" a 2" (cm.) A 100 (cm.) * LA TAPA ES FO.FO. * LA PLANTILLA ES DE CONCRETO SIMPLE f'c = 100 kg/cm2 * LA TAPA DE LAMINA QUEDO CENTRADA Y ALINEADA * EL APLANADO INTERIOR SE REALIZO CON MORTERO CEMENTO-ARENA 1:5DE 1.5 cm. DE ESPESOR. VALVULA (PULG.) 2 1 CAJA (cm.) 100 90 70 70 B 74 H * EL CONCRETO A UTILIZAR EN LOSA DE PISO Y TECHO, * EL MURO SE HARA CON TABIQUE ROJO RECOSIDO * EL ACERO DE REFUERZO ES DE Fy = 4200 kg/cm CON EL DADO DE OPERACION DE LA VALVULA. ES DE UN f'c=200 kg/mc2 DE 14 cm. DE ESPESOR VARILLA DE 3/8 @ 20 CMS, AMBOS SENTIDOS PLANTILLA DE F´C =150 KG/CM2 CONCRETO REFORZADO APLANADO DE CONCRETO DE 1 CM DE ESPESOR 0.77 M3 70 110 152.4 6 115 8 203.2 75 0.86 M3 EN CM. 70 PROFUNDIDAD 100 100 100 70 1 1/2 DIAMETRO NOMINAL PULGADAS 4 21/2 3 2 MILIMETROS 25.4 101.6 63.5 76.2 50.8 EN CM. 50 60 60 60 55 ANCHO POR METRO LINEAL 0.39 M3 0.63 M3 0.60 M3 0.60 M3 0.39 M3 VOLUMEN RELLENO APISONADO CUIDADOSAMENTE 0.6 Bc CLASE "B" F. CARGA: 1.9 55 CM RELLENO APISONADO CUIDADOSAMENTE CAMA DE ARENA DE 5 CMS 0.6 Bc CLASE "B" F. CARGA: 1.9 55 CM RELLENO APISONADO CUIDADOSAMENTE 0.6 Bc CLASE "B" F. CARGA: 1.9 60 CM 1 1/2" 2" 2 1/2" CAMA DE ARENA DE 10 CMS CAMA DE ARENA DE 5 CMS 70 CM 70 CM 100 CM DETALLES DE EXCAVACION 70 1 25.4 50 0.35 M3 VAR 3/8" \A1;1.00 \A1;0.10 \A1;0.80 \A1;0.40 \A1;0.80 X' CORTE X-X' ATRAQUE PARA SUJECION DE TUBERIA PLANTA ISOMETRICO N O T A S -ATRAQUE CON ZAPATA DE 0.40x0.140x0.10 CON ACERO DE 3/8" DE 1.00 M DE ALTURA, CON ESTRIBOS No 2 @ 20 CMS. -LOS CAMBIOS QUE SE HAGAN A ESTE PROYECTO QUEDAN A JUICIO DEL RESIDENTE DE LA OBRA. 6 VARILLA 3/8" EST. No 2@20 CM VAR 3/8" -SE UTILIZARA ESTE ESTRUCTURA CUANDO LA TUBERÍA NECESITA LIBRAR OBSTACULOS E IRREGULARIDADES DEL TERRENO. 2 1 7 3 5 4 6 VALVULA DE ADM. Y EXP. DE AIRE C/R DE 13 mm. (1/2") DE DIAM. NIPLE DE Fo.Go. DE 20 cm. DE LONGITUD REDUCCION BUSHING DE Fo.Go. NIPLE DE Fo.Go. DE 200 X 13 mm. (1/2") DE DIAMETRO VALVULA DE SECC. T/COMP. C/R DE 13 mm. (1/2") DE DIAM. LISTA DE PIEZAS ESPECIALES EN DESFOGUE Y V.E.A 1 TEE DE Fo.Go. C/R TUERCA UNION DE Fo.Go. 3 7 5 4 6 2 2 1 3 2 2 VALVULA DE SECC. T/COMP. C/R SEGUN DIAMETRO DE CONDUCCION 8 8 5 2 OR 3 TN 4 TN 5 CAU 6 OR 7 OR 8 CAU 9 TN 10 TN 11 OR 12 OR 13 TN 14 TN 15 CAU 16 OR 17 OR 18 CAU 19 TN 20 TN 21 OR 22 OR 23 TN 24 TN 25 CAU 26 OR 27 OR 28 CAU 29 TN 30 TN 31 OR 32 OR 33 TN 34 TN 35 CAU 36 OR A1 EST A 37 LC 38 LC 39 LC 40 LC 41 LC 42 LC 43 LC 44 LC 45 LC A2 EST A1 46 LC A3 EST A2 47 LC 48 LC A4 EST A3 49 LC A5 EST A4 50 LC 51 LC 52 LC 53 ARROLLO 54 ARROLLO 55 ARROLLO A6 EST A5 56 LC 57 LC 58 LC 59 LC A7 EST A6 60 LC 61 LC A8 EST A7 62 LC 63 LC 64 LC 65 LC A7 A9 EST A8 66 LC 67 LC 68 LC 69 CENTARROIO 70 LC 71 LC 72 ORIARROIO 73 LC 74 LC A10 EST A9 75 LC 76 LC 77 LC 78 LC A11 EST A10 79 LC 80 ARROLLO 81 ARROLLO 82 ARROLLO 83 ARROLLO 84 ARROLLO 85 ARROLLO 86 LC 87 LC A12 EST A11 88 ARROLLO 89 ARROLLO 90 ARROLLO 91 LC A13 EST A12 92 LC A14 EST A13 93 LC 94 LC A15 EST A14 A14 95 LC 96 LC 97 ARROLLO 98 ARROLLO 99 ARROLLO 100 LC A16 EST A15 101 LC 102 ARROLLO 103 ARROLLO 104 LC 105 LC 106 LC A17 EST A16 A18 107 LC 108 LC 109 LC A19 EST A17 110 ARROLLO 111 ARROLLO A20 EST A19 112 LC 113 LC 114 LC 115 LC A21 EST A20 116 LC A22 EST A21 117 LC 118 ARROLLO 119 ARROLLO 120 ARROLLO 121 LC 122 LC 123 LC 124 LC A23 EST A22 125 LC A24 EST A23 A25 A23 A23 A23 126 LC 127 LC 128 LC A26 EST A24 129 LC A27 EST A26 130 LC 131 LC A28 EST A27 132 LC 133 LC 134 LC 135 LC 136 LC A29 EST A28 137 LC 138 LC 139 LC 140 LC 141 LC A30 EST A29 A31 EST A30 142 LC 143 LC 144 LC 145 LC 146 LC 147 LC 148 LC 149 LC 150 LC 151 LC A32 EST A33 EST A33 152 LC 153 LC A34 EST A32 A35 EST A34 154 LC 155 LC 156 LC 157 LC 158 LC 159 ARROLLO 160 ARROLLO 161 ARROLLO 162 LC 163 LC 164 LC 165 LC 166 LC A36 EST A37 167 LC 168 LC A38 EST A36 169 LC 170 LC A39 EST A40 EST A40 171 LC 172 LC 173 LC 174 LC 175 LC 176 LC 177 LC 178 LC 179 LC 180 LC 181 LC 182 LC A41 EST A39 183 LC 184 LC A42 EST A41 A43 185 LC 186 LC A44 EST A42 187 LC 188 LC A45 EST A44 189 LC 190 LC 191 LC 192 LC A46 EST A45 A47 EST A46 193 LC 194 LC 195 LC 196 LC 197 LC 198 LC 199 LC 200 LC 201 LC 202 LC 203 LC 204 LC 205 LC 206 LC 207 LC 208 LC 209 LC 210 LC 211 LC 212 LC 213 LC 214 LC 215 LC 216 LC 217 LC 218 LC 219 LC 220 LC 221 LC 222 LC 223 LC 224 LC 225 LC A48 EST A49 EST 226 LC 227 LC 228 LC 229 LC 230 LC 231 LC 232 LC 233 LC 234 LC A50 EST A51 EST A51 235 AREATANQ 236 AREATANQ 237 AREATANQ 238 AREATANQ 239 AREATANQ 240 AREATANQ 241 AREATANQ 242 AREATANQ 243 AREATANQ 244 AREATANQ 245 AREATANQ 246 AREATANQ 247 AREATANQ 248 AREATANQ 249 AREATANQ 250 AREATANQ 251 AREATANQ 252 AREATANQ 253 AREATANQ 254 AREATANQ 255 AREATANQ 256 AREATANQ 257 AREATANQ 258 AREATANQ 259 LC 261 LC A50 275 AREATANQ 276 AREATANQ 277 AREATANQ 278 AREATANQ 279 AREATANQ 280 AREATANQ 281 AREATANQ 282 AREATANQ 283 AREATANQ 284 AREATANQ 285 AREATANQ 286 AREATANQ 287 AREATANQ 288 AREATANQ 289 AREATANQ 290 AREATANQ 291 AREATANQ 292 AREATANQ 293 AREATANQ 294 AREATANQ 295 AREATANQ 296 AREATANQ 297 AREATANQ 298 AREATANQ 299 LC N S E O NO SO NE SE N S E O NO SO NE SE N S E O NO SO NE SE N S E O NO SO NE SE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 N S E O NO SO NE SE N S E O NO SO NE SE 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 1+000.00 632.918 638.846 5.928 1+020.00 632.080 638.635 6.555 1+040.00 631.240 638.423 7.183 1+060.00 630.400 638.212 7.812 1+080.00 629.559 638.001 8.441 1+100.00 628.720 637.790 9.070 1+120.00 627.880 637.578 9.698 1+140.00 627.040 637.367 10.327 1+160.00 626.376 637.156 10.780 1+180.00 625.748 636.944 11.197 1+200.00 625.120 636.733 11.614 1+220.00 624.492 636.522 12.030 1+240.00 623.865 636.311 12.446 1+260.00 623.235 636.099 12.865 1+280.00 622.607 635.888 13.281 1+300.00 621.979 635.677 13.697 1+320.00 621.351 635.466 14.114 1+340.00 620.723 635.254 14.532 1+360.00 620.095 635.043 14.948 1+380.00 619.467 634.832 15.365 1+400.00 618.839 634.620 15.781 1+420.00 618.211 634.409 16.198 1+440.00 617.200 634.198 16.997 1+460.00 616.103 633.987 17.884 1+480.00 615.005 633.775 18.770 1+500.00 613.907 633.564 19.657 1+520.00 612.808 633.353 20.544 1+540.00 611.711 633.141 21.430 1+560.00 610.613 632.930 22.317 1+580.00 609.515 632.719 23.204 1+600.00 608.416 632.508 24.091 1+620.00 607.300 632.296 24.996 1+640.00 606.111 632.085 25.974 1+660.00 604.920 631.874 26.953 1+680.00 603.730 631.662 27.932 1+700.00 602.541 631.451 28.910 1+720.00 601.351 631.240 29.889 1+740.00 600.161 631.029 30.868 1+760.00 598.970 630.817 31.847 1+780.00 597.781 630.606 32.825 1+800.00 596.591 630.395 33.804 1+820.00 595.401 630.184 34.783 1+840.00 594.211 629.972 35.761 1+860.00 593.021 629.761 36.740 1+880.00 591.831 629.550 37.719 1+900.00 590.641 629.338 38.698 1+920.00 589.450 629.127 39.677 1+940.00 588.261 628.916 40.655 1+960.00 587.071 628.705 41.634 1+980.00 585.880 628.493 42.613 2+000.00 584.690 628.282 43.592 CARGA 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 2+000.00 584.690 628.282 43.592 2+020.00 583.501 628.071 44.570 2+040.00 582.311 627.859 45.549 2+060.00 580.989 627.648 46.659 2+080.00 579.621 627.437 47.815 2+100.00 578.254 627.226 48.972 2+120.00 576.886 627.014 50.129 2+140.00 575.517 626.803 51.286 2+160.00 574.149 626.592 52.442 2+180.00 572.782 626.380 53.599 2+200.00 571.414 626.169 54.756 2+220.00 570.046 625.958 55.912 2+240.00 568.739 625.747 57.007 2+260.00 567.351 625.535 58.184 2+280.00 565.941 625.324 59.383 2+300.00 563.669 625.113 61.444 2+320.00 559.433 624.902 65.469 2+340.00 556.873 624.690 67.817 2+345.13 556.000 624.636 68.636 CARGA PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 L=23.09m 50.8mm(2") L=13.89m 50.8mm(2") L=18.36m 50.8mm(2") L=4.00m 50.8mm(2") L=17.80m 50.8mm(2") L=16.76m 50.8mm(2") L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=23.43m 50.8mm(2") L=37.80m 50.8mm(2") L=21.21m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=10.20m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") L=11.66m 50.8mm(2") L=6.67m 50.8mm(2") L=80.48m 50.8mm(2") L=30.89m 50.8mm(2") L=24.26m 50.8mm(2") L=60.91m 50.8mm(2") L=27.11m 50.8mm(2") L=37.69m 50.8mm(2") L=60.73m 50.8mm(2") L=48.63m 50.8mm(2") L=38.14m 50.8mm(2") L=49.64m 50.8mm(2") L=8.27m 50.8mm(2") L=20.71m 50.8mm(2") L=4.58m 50.8mm(2") L=4.49m 50.8mm(2") L=24.80m 50.8mm(2") L=11.29m 50.8mm(2") L=12.85m 50.8mm(2") L=12.75m 50.8mm(2") L=11.80m 50.8mm(2") L=7.17m 50.8mm(2") L=19.62m 50.8mm(2") L=25.26m 50.8mm(2") L=22.67m 50.8mm(2") L=7.76m 50.8mm(2") L=38.51m 50.8mm(2") L=13.18m 50.8mm(2") L=44.07m 50.8mm(2") L=24.10m 50.8mm(2") L=44.41m 50.8mm(2") L=3.52m 50.8mm(2") L=48.59m 50.8mm(2") L=28.81m 50.8mm(2") L=35.64m 50.8mm(2") L=21.84m 50.8mm(2") L=22.23m 50.8mm(2") L=32.32m 50.8mm(2") L=39.50m 50.8mm(2") L=20.51m 50.8mm(2") L=23.73m 50.8mm(2") L=12.53m 50.8mm(2") L=27.51m 50.8mm(2") L=51.35m 50.8mm(2") L=8.95m 50.8mm(2") L=6.70m 50.8mm(2") L=4.06m 50.8mm(2") L=19.38m 50.8mm(2") L=44.07m 50.8mm(2") L=13.89m 50.8mm(2") L=18.36m 50.8mm(2") L=4.00m 50.8mm(2") L=17.80m 50.8mm(2") L=16.76m 50.8mm(2") L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=23.43m 50.8mm(2") L=37.80m 50.8mm(2") L=21.21m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=10.20m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=23.09m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") L=11.66m 50.8mm(2") L=6.67m 50.8mm(2") L=80.48m 50.8mm(2") L=30.89m 50.8mm(2") L=24.26m 50.8mm(2") L=60.91m 50.8mm(2") L=27.11m 50.8mm(2") L=37.69m 50.8mm(2") L=60.73m 50.8mm(2") L=48.63m 50.8mm(2") L=38.14m 50.8mm(2") L=49.64m 50.8mm(2") L=8.27m 50.8mm(2") L=20.71m 50.8mm(2") L=4.58m 50.8mm(2") L=4.49m 50.8mm(2") L=24.80m 50.8mm(2") L=11.29m 50.8mm(2") L=12.85m 50.8mm(2") L=12.75m 50.8mm(2") L=11.80m 50.8mm(2") L=7.17m 50.8mm(2") L=19.62m 50.8mm(2") L=25.26m 50.8mm(2") L=22.67m 50.8mm(2") L=7.76m 50.8mm(2") L=38.51m 50.8mm(2") L=13.18m 50.8mm(2") L=24.10m 50.8mm(2") L=44.41m 50.8mm(2") L=3.52m 50.8mm(2") L=48.59m 50.8mm(2") L=28.81m 50.8mm(2") L=35.64m 50.8mm(2") L=21.84m 50.8mm(2") L=22.23m 50.8mm(2") L=32.32m 50.8mm(2") L=39.50m 50.8mm(2") L=20.51m 50.8mm(2") L=23.73m 50.8mm(2") L=12.53m 50.8mm(2") L=27.51m 50.8mm(2") L=51.35m 50.8mm(2") L=8.95m 50.8mm(2") L=6.70m 50.8mm(2") L=4.06m 50.8mm(2") L=19.38m 50.8mm(2") 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 C R U C E R O S E N L I N E A D E C O N D U C C I O N LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2"). 46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2"). 38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 CRUCEROS EN LINEA DE CONDUCCION DETALLE EN PLANO CRUCEROS NODO LONGITUD DIAMETRO TUBERIA 71 72 13.42 50.8 MM NODO LONGITUD DIAMETRO TUBERIA 72 73 5.39 50.8 MM NODOS LONGITUD DIAMETRO TUBERIA 73 74 4.12 50.8 MM 74 75 2.83 50.8 MM 75 76 9.06 50.8 MM 76 77 7.28 50.8 MM 77 78 2.83 50.8 MM 78 79 5.10 50.8 MM 79 80 2.83 50.8 MM 80 81 5.61 50.8 MM 81 82 5.39 50.8 MM 81 82 5.39 50.8 MM 82 83 11.66 50.8 MM 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 110 626.06 570.69 55.37 109 626.30 572.24 54.05 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 S E O SO SE N S E O NO SO NE SE L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=37.80m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=23.09m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") OBRA: 1 : 100 ESCALA : REGIDURIA DE OBRAS PUBLICAS ENERO 2012 FECHA : CONSTRUCCION DEL SISTEMA DE AGUA POTABLE LOCALIDAD: SAN JOSÉ IXTAPAN ACOTACION: METROS PRESIDENTE MUNICIPAL: C. REGIDOR DE OBRAS: C. PLANO: 3-3 CORTE A -A' d 2 1/2" d 2 " d 1" Arena gruesa d 1/2" d 1/4" \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.50 \A1;1.00 Grava en greña Material graduado \A1;0.60 Vertedor Zampeado MURO I \A1;0.10 1 % Minimo \A1;2.10 \A1;0.20 CAJA COLECTORA Filtro de grava seleccionada Tubo perforado PVC 6" de d 3.00 5.00 3.00 M-2 M-2 Tubo de PVC de d 4 " L = 8.40 m A' A PLANTA M-1 Vertedor Zampeado 1.0 x 1.0 x 0.20 M REGISTRO \A1;0.30 \A1;1.00 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.80 \A1;0.40 \A1;1.50 \A1;0.30 Talud 1:10 Talud 1:10 MURO 2 (M-2) MURO 1 (M-1) SECCION DEL MURO ESCALA: S/E GALERIA FILTRANTE DETALLE DE PERFORACIONES Tubo de d 4" de PVC con perforaciones espaciados en tres bolillo a.c. 4 cm. TUBERIA MICROPERFORADA PERFORACIONES DE 3/8" de d 0.50 0.60 DEMASIAS 9,.20 5 4.00 m 4.40 m 1.00m 1.00m 1.00m 1.50 0.70m VARILLAS DE ANCLAJE PARA DESPLANTE DE CIMENTACIÓN A BASE DE VARILLA DEL #6 3/4" DE d @ 60 CM \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.40 MURO DE CONCRETO CICLOPEO A BASE DE CONCRETO F´C= 200 KG/CM2 + 30% PIEDRA DE PEPENA TAMAÑO MEDIANO . 3.40 3.40 3.00 3.00 2.60 2.60 2.5 0.20 PEND 1% ARENERO LINEA DE CONDUCCIÓ \A1;VALVULA LIMPIEZA VENTILACIÓN 1.20 1.20 ORIGINAL LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA PERFIL DE TERRENO NATURAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 13 553.99 539.00 14.99 14 553.97 537.00 16.97 12 553.99 540.00 13.99 11 554.02 543.00 11.02 8 554.12 547.00 7.12 26 553.81 539.00 14.81 25 553.81 540.00 13.81 7 554.32 550.00 4.32 9 554.10 548.00 6.10 22 553.85 539.50 14.35 21 553.86 546.00 7.86 23 553.81 544.00 9.81 24 553.81 546.69 7.12 20 553.87 549.00 4.87 30 554.25 547.00 7.25 27 554.26 551.00 3.26 10 554.10 547.15 6.95 5 554.33 551.00 3.33 6 554.32 547.00 7.32 3 554.64 554.00 0.64 4 554.64 551.00 3.64 2 554.69 554.57 0.12 15 554.30 553.00 1.30 16 554.14 553.00 1.14 29 554.25 549.34 4.91 28 554.25 550.00 4.25 1 554.71 554.71 0.00 17 554.10 549.00 5.10 18 554.09 547.00 7.09 19 554.08 545.00 9.08 L=77.39m L=95.19m L=22.85m L=53.00m L=87.42m L=36.69m L=58.18m L=75.27m L=32.65m L=60.72m L=81.61m L=83.01m L=42.49m L=9.84m L=73.74m L=53.66m L=59.36m L=48.04m L=32.08m L=102.57m L=81.23m L=10.67m L=62.13m L=49.99m L=2.03m L=85.15m L=53.15m L=59.20m L=73.76m 51 1 51 51 51 2 22°30' 22°30' 38 51 38 3 38 4, 6, 10, 14, 19, 24, 26, 29, 30 45° 38 38 51 5 38 51 7 11°15' 38 38 38 8 45° 38 38 9, 12, 13 22°30' 38 38 11, 17, 18, 25, 28 11°15' 22°30' 51 51 38 15 22°30' 22°30' 51 38 38 16 22°30' 38 38 38 20 22°30' 90° 38 38 21 22°30' 22°30' 38 38 38 23 38 38 38 27 LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. TEE DE P.V.C DIAMETRO 51 X 51 MM. (2" X 2"). 2.00 TEE DE P.V.C DIAMETRO 51 X 38 MM. (2" X 1 1/2"). 3.00 REDUCCION ESPIGA DE P.V.C DIAMETRO 38 X 51 MM. (1 1/2" X 2"). 5.00 CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").2.00 CODO DE 22°30' DE P.V.C DIAMETRO 38 MM. (1 1/2").12.00 TAPON CAMPANA DE P.V.C DIAMETRO 38 MM. (1 1/2"). 10.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 1.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 1.00 TEE DE P.V.C DIAMETRO 38 X 38 MM. (1 1/2" X 1 1/2"). 4.00 CODO DE 11°15' DE P.V.C DIAMETRO 38 MM. (1 1/2").1.00 CODO DE 45° DE P.V.C DIAMETRO 38 MM. (1 1/2"). 3.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").1.00 CODO DE 90° DE P.V.C DIAMETRO 38 MM. (1 1/2"). 1.00 SIMBOLOGIA TUBERIA DE 38.1mm(1 1/2") ADAPTADOR CODO DE 11°15' CODO DE 11°15' CODO DE 22°30' CODO DE 45° CODO DE 45° CODO DE 90° CRUZ EXTREMIDAD CAMPANA EXTREMIDAD ESPIGA NO. NODO, COTA PIEZOMETRICA, TERRENO Y M.C.A. NUMERO DE CRUCERO TAPON CAMPANA TEE VALVULA DE SECCIONAMIENTO L=135m LONGITUD DE TRAMO EN METROS Q=120.17lps GASTO EN LITROS POR SEGUNDO 10 15 10 15 LORENZO CARRERA SANCHEZ ABEL HERNANDEZ MORALES VICTOR HERNANDEZ ALEJANDRO HERNANDEZ FELIX PERDIO DONSE SE UBICARA LA CAJA COLECTORA 10 15 10 15 LORENZO CARRERA SANCHEZ ABEL HERNANDEZ MORALES VICTOR HERNANDEZ ALEJANDRO HERNANDEZ FELIX PERDIO DONSE SE UBICARA LA CAJA COLECTORA N S E O NO SO NE SE SANTIAGO QUIOTEPEC LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MAX DIARIO GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS DATOS DE PROYECTO CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC MACROLOCALIZACION TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC HUAJUAPAN DE LEON HUAUTLA DE JIMENEZ A PUEBLA UBICACION GEOGRAFICA DE LA CAJA COLECTORA CROQUIS DE LOCALIZACION DE LA OBRA DE CAPTACIÓN LINEA DE CONDUCCIÓN LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PLANTA DE LINEA PLP-LC ESCALA: 1:1000 FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MAX DIARIO GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO \LVER DETALLE 1 \LDETALLE 1 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. NO.PLANO: 1/1 DE CONDUCCION SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC RIO TANQUE

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

location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, location:, Santiago quiotepec, municipality:, district:, draft:, flat:, date:, Executing agency:, the mayor, Minimum spend:, Average expenditure:, Max expenditure schedule, catchment:, Regularization:, disinfection:, Project population:, current population:, Population last census, project manager, Inegi code, Workloads, Project data, habitants, Lp, Collector box, tank, Vowelysis, habitants, Lp, Collector box, tank, Vowelysis, habitants, Lp, Collector box, tank, Vowelysis, scale:, On the plane, scale:, On the plane, scale:, On the plane, Line profile, of conduction, Line profile, of conduction, Line profile, of conduction, sep., Construction of system of, Local drinking water, From santiago quiotepec, sep., Construction of system of, Local drinking water, From santiago quiotepec, sep., Construction of system of, Local drinking water, From santiago quiotepec, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the work resident in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole lengths of pipe with the original lengths of the factory. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use good parts without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the work resident in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole lengths of pipe with the original lengths of the factory. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use good parts without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, Symbology, Node data, Driving line, Cruise number, cruise, Macro localization, Specifications, Microlocalization, Length of pipe in mts, Pipe diameter, The line of conduction will be used pipe type fo.go. Wash the pipe before putting it into service. Changes that are made to the present project are judged by the work resident in centimentros except those that indicate in another unit elevations in meters. Union of the sections of different diameters are made by means of the special pieces. That it is possible to use whole lengths of pipe with the original lengths of the factory. Cuts that are necessary will be done precisely at right angles to its axis the inner diameter should be free of burrs. The connections will use good parts without any defect that prevents the smooth operation of the pipe. Tests of the pipelines shall be made by the contractor by his of the corresponding operations with the approval of the engineer., River, tank, natural terrain, Piezometric quota, Cadence, Piezometric line, Construction project topography, List of special parts cant description Elbow of p.v.c diameter mm. Cod

Raw text data extracted from CAD file:

90x120 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PRP-LC FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS ESCALA: 1:1000 NO.PLANO: 1/3 ESCALA: 1:1000 NO.PLANO: 2/3 ESCALA: 1:1000 NO.PLANO: 3/3 PERFIL DE LINEA DE CONDUCCION PERFIL DE LINEA DE CONDUCCION PERFIL DE LINEA DE CONDUCCION SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. RIO TANQUE 0+000 0+019 0+026 0+030 0+039 0+090 0+130 0+154 0+175 0+214 0+246 0+269 0+291 0+326 0+355 0+404 0+407 0+452 0+476 0+520 0+533 0+571 0+579 0+602 0+627 0+647 0+654 0+666 0+678 0+691 0+703 0+727 0+732 0+753 0+757 0+765 0+815 0+853 0+902 0+963 1+000 1+027 1+088 1+112 1+143 1+224 1+231 1+242 1+249 1+262 1+277 1+287 1+304 1+312 1+326 1+341 1+352 1+374 1+409 1+424 1+442 1+460 1+478 1+506 1+522 1+530 1+539 1+549 1+570 1+593 1+606 1+612 1+616 1+619 1+628 1+635 1+638 1+643 1+646 1+652 1+657 1+669 1+694 1+707 1+712 1+722 1+730 1+745 1+758 1+762 1+772 1+820 1+861 1+881 1+899 1+913 1+944 1+957 1+998 2+013 2+031 2+045 2+058 2+096 2+115 2+132 2+150 2+188 2+211 2+230 2+246 2+270 2+291 2+309 2+313 2+331 2+345 Terreno Natural 649.4 649.1 649.0 649.0 648.9 648.3 648.0 647.9 647.8 647.5 647.3 647.2 647.1 646.9 646.7 646.4 646.4 646.2 646.0 645.8 645.7 645.5 645.4 645.3 645.1 645.0 645.0 644.6 644.1 643.7 643.3 642.4 642.3 641.5 641.4 641.1 639.3 638.0 636.3 634.2 632.9 631.7 629.2 628.1 626.8 624.3 624.1 623.7 623.5 623.1 622.7 622.3 621.8 621.6 621.1 620.7 620.3 619.6 618.5 618.0 617.1 616.0 615.1 613.5 612.7 612.2 611.7 611.1 610.0 608.7 608.0 607.7 607.5 607.3 606.8 606.3 606.2 605.9 605.7 605.4 605.1 604.4 602.9 602.1 601.8 601.2 600.7 599.8 599.0 598.8 598.2 595.4 592.9 591.7 590.6 589.8 588.0 587.2 584.8 583.9 582.8 582.0 581.1 578.5 577.1 576.0 574.8 572.2 570.6 569.3 568.2 566.6 565.1 562.1 561.4 558.3 556.0 Cota Piezométrica 649.4 649.3 649.2 649.2 649.1 648.8 648.6 648.5 648.4 648.1 647.9 647.8 647.7 647.5 647.3 647.0 647.0 646.7 646.6 646.4 646.3 646.1 646.0 645.9 645.7 645.6 645.6 645.5 645.4 645.4 645.3 645.1 645.1 645.0 645.0 644.9 644.6 644.4 644.1 643.8 643.6 643.4 643.1 642.9 642.7 642.3 642.2 642.2 642.1 642.0 642.0 641.9 641.8 641.8 641.7 641.6 641.5 641.4 641.2 641.1 641.0 640.9 640.8 640.6 640.5 640.5 640.4 640.4 640.3 640.1 640.0 640.0 640.0 640.0 639.9 639.9 639.9 639.8 639.8 639.8 639.8 639.7 639.5 639.5 639.4 639.4 639.3 639.2 639.2 639.1 639.1 638.8 638.6 638.5 638.3 638.3 638.1 638.0 637.8 637.7 637.6 637.5 637.4 637.2 637.1 637.0 636.9 636.7 636.5 636.4 636.3 636.2 636.1 636.0 636.0 635.8 635.8 550.00 570.00 590.00 610.00 630.00 650.00 C O T A S Cadenamiento Línea Piezométrica GEN-ERA TOPOGRAFIA - PROYECTOS - CONSTRUCCION LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 A A \A1;A \A1;A B \A1;B \A1;A \A1;B \A1;B \A1;A \A1;A \A1;C \A1;e \A1;e \A1;a \A1;0.10 \A1;H \A1;0.10 \A1;0.10 \A1;Y \A1;X \A1;Y \A1;X \A1;e \A1;b \A1;e \A1;e \A1;a \A1;e \A1;61.50 \A1;50.00 \A1;61.50 \A1;50.00 \A1;50.00 \A1;0.10 \A1;VARIABLE \A1;0.10 \A1;A \A1;0.17 \A1;0.17 \A1;0.6 \A1;A \A1;B \A1;VARIABLE \A1;VARIABLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 CRP 1 0+000 2 OR 3 TN 4 TN 5 CAU 6 OR 7 OR 8 CAU 9 TN 10 TN 11 OR 12 OR 13 TN 14 TN 15 CAU 16 OR 17 OR 18 CAU 19 TN 20 TN 21 OR 22 OR 23 TN 24 TN 25 CAU 26 OR 27 OR 28 CAU 29 TN 30 TN 31 OR 32 OR 33 TN 34 TN 35 CAU 36 OR A1 EST A 37 LC 38 LC 39 LC 40 LC 41 LC 42 LC 43 LC 44 LC 45 LC A2 EST A1 46 LC A3 EST A2 47 LC 48 LC A4 EST A3 49 LC A5 EST A4 50 LC 51 LC 52 LC 53 ARROLLO 54 ARROLLO 55 ARROLLO A6 EST A5 56 LC 57 LC 58 LC 59 LC A7 EST A6 60 LC 61 LC A8 EST A7 62 LC 63 LC 64 LC 65 LC A7 A9 EST A8 66 LC 67 LC 68 LC 69 CENTARROIO 70 LC 71 LC 72 ORIARROIO 73 LC 74 LC A10 EST A9 75 LC 76 LC 77 LC 78 LC A11 EST A10 79 LC 80 ARROLLO 81 ARROLLO 82 ARROLLO 83 ARROLLO 84 ARROLLO 85 ARROLLO 86 LC 87 LC A12 EST A11 88 ARROLLO 89 ARROLLO 90 ARROLLO 91 LC A13 EST A12 92 LC A14 EST A13 93 LC 94 LC A15 EST A14 A14 95 LC 96 LC 97 ARROLLO 98 ARROLLO 99 ARROLLO 100 LC A16 EST A15 101 LC 102 ARROLLO 103 ARROLLO 104 LC 105 LC 106 LC A17 EST A16 A18 107 LC 108 LC 109 LC A19 EST A17 110 ARROLLO 111 ARROLLO A20 EST A19 112 LC 113 LC 114 LC 115 LC A21 EST A20 116 LC A22 EST A21 117 LC 118 ARROLLO 119 ARROLLO 120 ARROLLO 121 LC 122 LC 123 LC 124 LC A23 EST A22 125 LC A24 EST A23 A25 A23 A23 A23 126 LC 127 LC 128 LC A26 EST A24 129 LC A27 EST A26 130 LC 131 LC A28 EST A27 132 LC 133 LC 134 LC 135 LC 136 LC A29 EST A28 137 LC 138 LC 139 LC 140 LC 141 LC A30 EST A29 A31 EST A30 142 LC 143 LC 144 LC 145 LC 146 LC 147 LC 148 LC 149 LC 150 LC 151 LC A32 EST A33 EST A33 152 LC 153 LC A34 EST A32 A35 EST A34 154 LC 155 LC 156 LC 157 LC 158 LC 159 ARROLLO 160 ARROLLO 161 ARROLLO 162 LC 163 LC 164 LC 165 LC 166 LC A36 EST A37 167 LC 168 LC A38 EST A36 169 LC 170 LC A39 EST A40 EST A40 171 LC 172 LC 173 LC 174 LC 175 LC 176 LC 177 LC 178 LC 179 LC 180 LC 181 LC 182 LC A41 EST A39 183 LC 184 LC A42 EST A41 A43 185 LC 186 LC A44 EST A42 187 LC 188 LC A45 EST A44 189 LC 190 LC 191 LC 192 LC A46 EST A45 A47 EST A46 193 LC 194 LC 195 LC 196 LC 197 LC 198 LC 199 LC 200 LC 201 LC 202 LC 203 LC 204 LC 205 LC 206 LC 207 LC 208 LC 209 LC 210 LC 211 LC 212 LC 213 LC 214 LC 215 LC 216 LC 217 LC 218 LC 219 LC 220 LC 221 LC 222 LC 223 LC 224 LC 225 LC A48 EST A49 EST 226 LC 227 LC 228 LC 229 LC 230 LC 231 LC 232 LC 233 LC 234 LC A50 EST A51 EST A51 235 AREATANQ 236 AREATANQ 237 AREATANQ 238 AREATANQ 239 AREATANQ 240 AREATANQ 241 AREATANQ 242 AREATANQ 243 AREATANQ 244 AREATANQ 245 AREATANQ 246 AREATANQ 247 AREATANQ 248 AREATANQ 249 AREATANQ 250 AREATANQ 251 AREATANQ 252 AREATANQ 253 AREATANQ 254 AREATANQ 255 AREATANQ 256 AREATANQ 257 AREATANQ 258 AREATANQ 259 LC 261 LC A50 275 AREATANQ 276 AREATANQ 277 AREATANQ 278 AREATANQ 279 AREATANQ 280 AREATANQ 281 AREATANQ 282 AREATANQ 283 AREATANQ 284 AREATANQ 285 AREATANQ 286 AREATANQ 287 AREATANQ 288 AREATANQ 289 AREATANQ 290 AREATANQ 291 AREATANQ 292 AREATANQ 293 AREATANQ 294 AREATANQ 295 AREATANQ 296 AREATANQ 297 AREATANQ 298 AREATANQ 299 LC 9,597.335 9,603.949 9,604.885 9,605.696 9,604.242 9,602.902 9,601.342 9,600.529 9,602.164 9,604.485 9,606.286 9,605.322 9,603.841 9,604.401 9,605.674 9,606.091 9,604.126 9,601.935 9,599.528 9,597.486 9,599.840 9,601.867 9,604.758 9,604.481 9,603.971 9,602.067 9,586.370 9,593.498 9,601.997 9,603.157 9,604.574 9,603.198 9,601.249 9,599.377 9,598.026 9,599.762 9,601.971 9,602.707 9,601.937 9,600.301 9,600.336 9,601.568 9,601.694 9,600.191 9,598.398 9,596.874 9,597.331 9,599.452 9,600.876 9,601.587 9,600.688 9,599.000 9,606.210 9,606.210 9,602.067 9,602.136 9,602.009 9,591.831 9,583.222 9,576.483 9,566.933 9,555.457 9,542.448 9,534.447 9,528.196 9,524.007 9,520.409 9,513.864 9,526.203 9,531.498 9,531.450 9,524.051 9,532.843 9,531.309 9,533.393 9,532.900 9,536.489 9,536.490 9,534.978 9,536.032 9,533.437 9,544.049 9,551.197 9,557.547 9,588.759 9,600.321 9,607.714 9,600.899 9,602.158 9,603.280 9,605.950 9,602.520 9,596.477 9,587.245 9,580.078 9,623.128 9,630.409 9,634.501 9,651.528 9,661.091 9,651.573 9,678.200 9,661.091 9,669.296 9,670.656 9,676.051 9,675.733 9,693.591 9,678.200 9,678.015 9,684.317 9,721.111 9,693.591 9,703.218 9,712.934 9,739.531 9,739.531 9,721.111 9,726.846 9,733.980 9,748.811 9,739.531 9,766.955 9,787.243 9,790.368 9,794.346 9,802.995 9,808.074 9,814.962 9,740.599 9,742.283 9,744.610 9,745.003 9,747.090 9,746.879 9,746.879 9,748.811 9,814.815 9,822.762 9,824.960 9,820.806 9,826.145 9,828.241 9,823.504 9,824.960 9,824.708 9,829.876 9,835.258 9,835.258 9,831.135 9,828.647 9,828.751 9,829.177 9,831.980 9,835.758 9,840.758 9,847.838 9,852.483 9,844.044 9,842.774 9,841.119 9,844.044 9,852.674 9,855.643 9,842.513 9,842.513 9,841.119 9,852.331 9,854.961 9,857.088 9,856.990 9,855.595 9,857.964 9,859.783 9,859.949 9,861.776 9,864.728 9,870.969 9,854.348 9,922.695 9,870.969 9,870.979 9,879.234 9,889.882 9,901.860 9,913.639 9,964.026 9,922.695 9,929.248 9,932.546 9,937.428 9,954.968 9,961.277 9,965.003 9,964.026 9,964.812 9,966.688 9,965.032 9,965.003 9,970.266 9,977.952 9,965.032 9,966.088 9,966.897 9,968.474 9,968.341 9,968.341 9,968.341 9,968.341 9,968.341 9,977.952 9,968.110 9,969.623 9,968.341 9,967.347 9,966.441 9,966.647 9,965.559 9,965.192 9,964.890 9,964.975 9,966.166 9,969.143 9,969.623 9,970.174 9,966.334 9,969.143 9,968.595 9,967.734 9,969.200 9,969.671 9,970.688 9,966.334 9,967.233 9,967.423 9,967.448 9,970.688 9,968.503 9,966.252 9,967.405 9,961.879 9,961.879 9,967.448 9,967.428 9,965.360 9,962.373 9,958.310 9,957.404 9,958.250 9,954.415 9,961.879 9,957.877 9,954.222 9,953.475 9,953.809 9,954.253 9,954.775 9,956.601 9,956.601 9,954.415 9,955.652 9,955.250 9,950.334 9,956.601 9,953.841 9,949.467 9,950.334 9,949.035 9,948.348 9,947.841 9,947.847 9,944.004 9,949.467 9,949.022 9,946.383 9,943.115 9,942.900 9,943.358 9,942.734 9,942.283 9,942.727 9,944.649 9,935.507 9,944.004 9,945.073 9,947.485 9,947.764 9,946.827 9,930.398 9,935.507 9,945.655 9,944.939 9,943.633 9,944.214 9,948.084 9,946.210 9,948.222 9,950.632 9,952.008 9,953.060 9,930.398 9,953.399 9,952.021 9,949.647 9,952.114 9,953.965 9,953.399 9,953.060 9,956.532 9,957.640 9,959.488 9,953.399 9,959.049 9,959.644 9,957.795 9,957.473 9,938.661 9,959.488 9,948.653 9,947.382 9,946.593 9,950.314 9,951.594 9,952.066 9,956.877 9,938.661 9,952.436 9,975.905 9,956.877 9,959.890 9,963.297 9,976.833 9,975.905 9,969.922 9,984.439 9,976.833 9,980.767 9,980.426 9,980.705 9,980.691 9,982.401 9,984.398 9,986.718 9,987.847 9,989.580 10,000.000 9,984.439 9,990.183 9,988.705 9,988.874 9,990.068 9,991.171 9,993.545 9,991.474 9,989.546 9,989.035 9,990.265 9,989.861 9,988.795 9,990.192 9,990.849 9,993.099 9,991.205 9,990.693 9,989.821 9,989.096 9,990.086 10,000.205 9,999.347 10,000.299 10,000.815 10,001.897 10,001.961 10,001.728 10,001.463 9,999.749 10,001.848 10,001.740 10,001.572 10,002.146 10,002.201 10,002.301 TANQUE DE 40 000 LTS LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION MANANTIAL 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+320.00 2+340.00 2+360.00 2+380.00 2+400.00 2+420.00 2+440.00 2+460.00 2+480.00 2+500.00 2+520.00 2+540.00 2+560.00 2+580.00 2+600.00 2+620.00 2+640.00 2+660.00 2+680.00 2+700.00 2+720.00 2+740.00 2+760.00 2+780.00 2+800.00 2+820.00 2+840.00 2+860.00 2+880.00 2+900.00 2+920.00 2+940.00 2+960.00 2+980.00 3+000.00 3+020.00 3+040.00 3+060.00 3+080.00 3+100.00 3+120.00 3+140.00 3+160.00 3+180.00 3+200.00 3+220.00 3+240.00 3+260.00 3+280.00 3+300.00 3+320.00 3+340.00 3+360.00 3+380.00 3+400.00 3+420.00 3+440.00 3+460.00 3+480.00 3+500.00 3+520.00 3+540.00 3+560.00 3+580.00 3+600.00 3+620.00 3+640.00 3+660.00 3+680.00 3+700.00 3+720.00 3+740.00 3+760.00 3+780.00 3+800.00 3+820.00 3+840.00 3+860.00 3+880.00 3+900.00 3+920.00 3+940.00 3+960.00 3+980.00 4+000.00 4+020.00 4+040.00 4+060.00 4+080.00 4+100.00 4+120.00 4+140.00 4+160.00 4+180.00 4+200.00 4+220.00 4+240.00 4+260.00 4+280.00 4+300.00 4+320.00 4+340.00 4+360.00 4+380.00 4+400.00 4+420.00 4+440.00 4+460.00 4+480.00 4+500.00 4+520.00 4+540.00 4+560.00 4+580.00 4+600.00 4+620.00 4+640.00 4+660.00 4+680.00 4+700.00 4+720.00 4+740.00 4+760.00 4+780.00 4+800.00 4+820.00 4+840.00 4+860.00 4+880.00 4+900.00 4+920.00 4+940.00 4+960.00 4+980.00 5+000.00 5+020.00 5+040.00 5+060.00 5+080.00 5+100.00 5+120.00 5+140.00 5+160.00 5+180.00 5+200.00 5+220.00 5+240.00 5+260.00 5+280.00 5+300.00 5+320.00 5+340.00 5+360.00 5+380.00 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+320.00 2+340.00 2+360.00 2+380.00 2+400.00 2+420.00 2+440.00 2+460.00 2+480.00 2+500.00 2+520.00 2+540.00 2+560.00 2+580.00 2+600.00 2+620.00 2+640.00 2+660.00 2+680.00 2+700.00 2+720.00 2+740.00 2+760.00 2+780.00 2+800.00 2+820.00 2+840.00 2+860.00 2+880.00 2+900.00 2+920.00 2+940.00 2+960.00 2+980.00 3+000.00 3+020.00 3+040.00 3+060.00 3+080.00 3+100.00 3+120.00 3+140.00 3+160.00 3+180.00 3+200.00 3+220.00 3+240.00 3+260.00 3+280.00 3+300.00 3+320.00 3+340.00 3+360.00 3+380.00 3+400.00 3+420.00 3+440.00 3+460.00 3+480.00 3+500.00 3+520.00 3+540.00 3+560.00 3+580.00 3+600.00 3+620.00 3+640.00 3+660.00 3+680.00 3+700.00 3+720.00 3+740.00 3+760.00 3+780.00 3+800.00 3+820.00 3+840.00 3+860.00 3+880.00 3+900.00 3+920.00 3+940.00 3+960.00 3+980.00 4+000.00 4+020.00 4+040.00 4+060.00 4+080.00 4+100.00 4+120.00 4+140.00 4+160.00 4+180.00 4+200.00 4+220.00 4+240.00 4+260.00 4+280.00 4+300.00 4+320.00 4+340.00 4+360.00 4+380.00 4+400.00 4+420.00 4+440.00 4+460.00 4+480.00 4+500.00 4+520.00 4+540.00 4+560.00 4+580.00 4+600.00 4+620.00 4+640.00 4+660.00 4+680.00 4+700.00 4+720.00 4+740.00 4+760.00 4+780.00 4+800.00 4+820.00 4+840.00 4+860.00 4+880.00 4+900.00 4+920.00 4+940.00 4+960.00 4+980.00 5+000.00 5+020.00 5+040.00 5+060.00 5+080.00 5+100.00 5+120.00 5+140.00 5+160.00 5+180.00 5+200.00 5+220.00 5+240.00 5+260.00 5+280.00 5+300.00 5+400.00 5+420.00 0+000.00 0+020.00 N S E O NO SO NE SE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 CRP 2, TIPO 3 CRP 1, TIPO 3 2 9989.13 9986.72 2.41 1 9989.58 9989.58 0.00 3 9988.62 9982.40 6.22 4 9988.37 9980.69 7.68 5 9987.91 9980.43 7.49 6 9987.74 9980.77 6.97 7 9986.82 9959.89 26.93 8 9986.31 9952.44 33.88 9 9986.11 9952.07 34.04 10 9985.64 9951.59 34.05 11 9985.28 9947.38 37.90 12 9985.23 9948.65 36.58 13 9984.86 9957.47 27.38 15 9984.14 9959.05 25.09 14 9984.61 9957.80 26.81 16 9983.70 9956.53 27.17 17 9983.51 9953.97 29.54 18 9983.23 9952.11 31.11 19 9982.84 9949.65 33.19 20 9982.47 9952.01 30.46 21 9982.25 9950.63 31.61 22 9981.75 9946.21 35.54 23 9981.53 9948.08 33.44 24 9981.23 9943.63 37.59 25 9981.04 9944.94 36.10 26 9980.63 9946.83 33.80 27 9980.19 9947.49 32.71 28 9980.02 9945.07 34.95 29 9979.67 9942.73 36.94 30 9979.66 9942.73 36.92 31 9979.56 9943.36 36.20 32 9979.53 9943.12 36.42 33 9979.08 9949.02 30.06 34 9978.79 9948.35 30.45 36 9978.45 9953.84 24.61 37 9978.22 9955.25 22.97 35 9978.68 9949.04 29.65 38 9978.00 9955.65 22.35 39 9977.76 9954.78 22.99 40 9977.50 9954.25 23.25 46 9976.37 9967.43 8.94 45 9976.78 9962.37 14.40 47 9975.86 9966.25 9.61 44 9976.99 9958.31 18.68 41 9977.46 9954.22 23.23 42 9977.16 9957.88 19.29 43 9977.03 9957.40 19.63 48 9975.66 9968.50 7.16 49 9975.40 9967.23 8.17 50 9974.93 9969.20 5.73 52 9974.47 9968.60 5.87 51 9974.69 9967.73 6.96 53 9974.36 9969.15 5.21 132 9974.36 9969.14 5.22 54 9974.19 9969.62 4.56 55 9973.88 9964.89 8.99 57 9973.42 9967.35 6.07 58 9973.14 9968.11 5.03 56 9973.74 9965.56 8.18 59 9972.72 9966.09 6.63 65 9969.85 9913.64 56.21 64 9970.34 9929.25 41.09 66 9969.60 9901.86 67.74 67 9969.09 9879.23 89.85 68 9968.88 9870.98 97.90 69 9968.61 9861.78 106.83 60 9972.33 9970.27 2.07 61 9971.93 9964.81 7.12 63 9970.79 9937.43 33.36 70 9968.16 9857.96 110.19 62 9971.48 9954.97 16.52 71 9967.92 9855.60 112.32 72 9967.66 9857.09 110.57 73 9967.12 9854.96 112.16 74 9966.90 9852.33 114.57 75 9961.29 9855.64 105.64 76 9950.90 9852.67 98.23 77 9940.57 9847.84 92.73 78 9924.11 9840.76 83.36 79 9901.22 9829.18 72.05 80 9891.80 9831.14 60.66 81 9876.74 9835.26 41.48 82 9868.18 9829.88 38.31 83 9857.89 9824.71 33.19 84 9855.77 9828.24 27.53 85 9846.51 9826.15 20.36 86 9828.86 9814.96 13.90 87 9798.71 9794.35 4.36 89 9787.24 9787.24 0.00 88 9791.14 9790.37 0.77 90 9785.97 9766.96 19.01 91 9779.14 9747.09 32.05 92 9777.98 9744.61 33.37 93 9774.89 9726.85 48.05 94 9773.48 9712.93 60.55 95 9684.32 9684.32 0.00 96 9683.76 9678.02 5.74 97 9682.06 9676.05 6.01 98 9679.31 9670.66 8.65 99 9678.16 9661.09 17.07 100 9676.74 9651.57 25.17 101 9675.38 9651.53 23.85 102 9671.70 9634.50 37.20 103 9669.96 9630.41 39.55 104 9669.08 9623.13 45.96 105 9664.89 9580.08 84.81 106 9664.08 9587.25 76.83 107 9663.12 9596.48 66.64 108 9661.25 9605.95 55.30 109 9659.24 9602.16 57.08 111 9657.76 9607.71 50.05 112 9656.97 9600.32 56.65 110 9658.67 9600.90 57.78 113 9655.79 9588.76 67.03 114 9652.13 9557.55 94.58 115 9649.64 9544.05 105.59 116 9647.23 9536.03 111.20 117 9645.88 9534.98 110.90 118 9644.95 9536.49 108.46 119 9643.64 9532.90 110.74 120 9641.58 9532.84 108.74 121 9640.42 9524.05 116.37 122 9637.06 9526.20 110.86 123 9633.46 9513.86 119.60 124 9633.00 9520.41 112.59 125 9632.51 9524.01 108.50 126 9628.50 9542.45 86.05 127 9627.05 9555.46 71.59 128 9626.17 9566.93 59.23 129 9624.63 9591.83 32.80 130 9623.66 9602.01 21.65 131 9622.55 9598.51 24.05 55.18m 101.6mm(4") 63.44m 101.6mm(4") 30.73m 101.6mm(4") 55.65m 101.6mm(4") 21.32m 101.6mm(4") 113.42m 101.6mm(4") 62.32m 101.6mm(4") 25.47m 101.6mm(4") 57.34m 101.6mm(4") 44.70m 101.6mm(4") 5.50m 101.6mm(4") 46.26m 101.6mm(4") 57.73m 101.6mm(4") 54.44m 101.6mm(4") 30.52m 101.6mm(4") 23.45m 101.6mm(4") 34.65m 101.6mm(4") 47.54m 101.6mm(4") 46.17m 101.6mm(4") 26.95m 101.6mm(4") 60.71m 101.6mm(4") 27.91m 101.6mm(4") 36.89m 101.6mm(4") 51.16m 101.6mm(4") 22.82m 101.6mm(4") 53.48m 101.6mm(4") 21.24m 101.6mm(4") 42.94m 101.6mm(4") 1.73m 101.6mm(4") 11.89m 101.6mm(4") 3.11m 101.6mm(4") 55.84m 101.6mm(4") 35.43m 101.6mm(4") 28.34m 101.6mm(4") 28.16m 101.6mm(4") 27.57m 101.6mm(4") 13.55m 101.6mm(4") 29.50m 101.6mm(4") 32.05m 101.6mm(4") 50.13m 101.6mm(4") 62.89m 101.6mm(4") 26.98m 101.6mm(4") 5.56m 101.6mm(4") 35.99m 101.6mm(4") 16.35m 101.6mm(4") 4.36m 101.6mm(4") 24.06m 101.6mm(4") 32.44m 101.6mm(4") 57.21m 101.6mm(4") 27.42m 101.6mm(4") 13.51m 101.6mm(4") 0.05m 101.6mm(4") 21.33m 101.6mm(4") 29.69m 101.6mm(4") 37.99m 101.6mm(4") 35.08m 101.6mm(4") 38.79m 101.6mm(4") 17.45m 101.6mm(4") 51.59m 101.6mm(4") 60.49m 101.6mm(4") 30.75m 101.6mm(4") 63.45m 101.6mm(4") 25.77m 101.6mm(4") 33.36m 101.6mm(4") 47.38m 101.6mm(4") 49.41m 101.6mm(4") 54.82m 101.6mm(4") 55.33m 101.6mm(4") 55.02m 101.6mm(4") 85.72m 101.6mm(4") 29.41m 101.6mm(4") 31.57m 101.6mm(4") 67.10m 101.6mm(4") 26.59m 101.6mm(4") 17.14m 50.8mm(2") 31.70m 50.8mm(2") 31.55m 50.8mm(2") 50.25m 50.8mm(2") 69.89m 50.8mm(2") 28.79m 50.8mm(2") 45.98m 50.8mm(2") 26.12m 50.8mm(2") 31.41m 50.8mm(2") 6.47m 50.8mm(2") 28.30m 50.8mm(2") 53.88m 50.8mm(2") 92.08m 50.8mm(2") 17.90m 50.8mm(2") 33.85m 76.2mm(3") 23.12m 50.8mm(2") 181.13m 76.2mm(3") 30.88m 76.2mm(3") 81.92m 76.2mm(3") 37.42m 76.2mm(3") 64.95m 76.2mm(3") 14.80m 76.2mm(3") 44.99m 76.2mm(3") 73.13m 76.2mm(3") 30.53m 76.2mm(3") 37.59m 76.2mm(3") 36.27m 76.2mm(3") 97.67m 76.2mm(3") 46.03m 76.2mm(3") 23.28m 76.2mm(3") 111.32m 76.2mm(3") 21.57m 76.2mm(3") 25.48m 76.2mm(3") 49.64m 76.2mm(3") 53.22m 76.2mm(3") 20.85m 76.2mm(3") 24.25m 76.2mm(3") 31.41m 76.2mm(3") 15.09m 76.2mm(3") 97.17m 76.2mm(3") 66.10m 76.2mm(3") 64.05m 76.2mm(3") 35.74m 76.2mm(3") 24.62m 76.2mm(3") 34.90m 76.2mm(3") 54.49m 76.2mm(3") 30.83m 76.2mm(3") 89.15m 76.2mm(3") 95.56m 76.2mm(3") 13.03m 76.2mm(3") 12.34m 76.2mm(3") 106.39m 76.2mm(3") 38.52m 76.2mm(3") 23.42m 76.2mm(3") 40.74m 76.2mm(3") 25.81m 76.2mm(3") 29.36m 76.2mm(3") TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC HUAJUAPAN DE LEON HUAUTLA DE JIMENEZ A PUEBLA 0 5 10 20 30 50M Escala Grafica SANTA MARIA TECOMAVACA COYULA SAN JUAN BAUTISTA MANANTIAL TANQUE 0.60 \A1;0.50 9,.20 132,26 4.00 m 4.40 m 1.00m 1.00m 1.00m 1.50 0.70m 3.40 3.40 3.00 3.00 2.60 2.60 2.5 0.20 1.20 1.20 SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: OBRA DE CAPTACION PLP-CP FECHA: SEP. 2014 DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI NOTAS DE CONSTRUCCION VOLUMENES DE OBRA DATOS DE PROYECTO NOTA: LA CIMENTACIÓ DE LOS ALEROS SE DESPLANTARÁ SOBRE UN LECHO ROCOSO, SE BARRENERA LA SUPERFICIE PARA DESPLANTAR UN SISTEMA DE ANCLAJE A BASE DE VARILLA DEL #6 DE 3/4" DE d @ 60 CMS CON UNA PROFUNDIDAD DE 40 CMS A LO LARGO DE AMBOS ALEROS Y EL MURO DEL RETEN, DIAMETRO DE LA PERFORACION 1 1/2" DE d RELLENADO CON MORTERO CEMENTRO-ARENA 1:3. 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA ESCALA: S/E NO.PLANO: 1/1 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO fO.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CON LAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. DE SANTIAGO QUIOTEPEC LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: DETALLES CONSTRUCTIVOS DCP FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MINIMO: GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): RESPONSABLE DE PROYECTO 0014 CODIGO INEGI DATOS DE PROYECTO 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS ESCALA: S/E NO.PLANO: 1/1 MACROLOCALIZACION MICROLOCALIZACION RIO TANQUE ESPECIFICACIONES -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO fO.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CON LAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC medio del mar (MSNMM). - Levantamiento topografico realizado con Estacion Total marca SOKKIA - Coordenadas georeferenciadas en sistema UTM y Datum WGS84 modelo 630RK - curvas de nivel secundarias @ 0.20 m - Curvas de nivel maestras @ 1.00 m - La elevacion del banco de nivel esta expresado en mts. sobre nivel 100 A A B A A A A B A B B CRUZ CON REDUCCION -40785.30412444211 -40785.30412444211 -40785.30412444211 2.- LOS ATRAQUES DEBERAN COLOCARSE EN TODOS LOS CASOS ANTES DE HACER LA PRUEBA 3.- LOS ATRAQUES SE USARAN EXCLUSIVAMENTE PARA TUBERIAS ALOJADAS EN ZANJAS 1.- LAS PIEZAS ESPECIALES DEBERAN ESTAR ALINEADAS Y NIVELADAS ANTES DE COLOCAR LOS ATRAQUES LOS CUALES QUEDARAN PERFECTAMENTE APOYADOS AL FONDO Y PARED DE LA ZANJA ATRAQUES PARA PIEZAS ESPECIALES DIMENSIONES PARA ATRAQUES DE CONCRETO -40785.30412444211 d NOMINAL DE LA PIEZA TEE (PRESIONES DE TRANBAJO MENORES DE 7Kg/cm2) HIDROSTATICA DE LAS TUBERIAS -40785.30412444211 milimetros SIN ESCALA N O T A S 102 152 4 6 pulgadas 35 ALTURA cm. 40 -40785.30412444211 30 cm. 30 LADO "A" TE Y TAPA CIEGA CODO -40785.30412444211 30 cm. 30 LADO "B" -40785.30412444211 VOLUMEN m3. 0.032 0.036 -40785.30412444211 -40785.30412444211 -40785.30412444211 \A1;10 \A1;15 \A1;15 \A1;10 \A1;15 \A1;15 \A1;10 \A1;10 VICTOR HERNANDEZ 1 TN 2 TN 3 TN 4 TN 5 TN 6 TN 7 TN 8 TN 9 TN 14 TN 15 TN 16 TN 17 TN 18 TN 19 TN 20 TN 21 TN 22 TN 23 TN 24 TN 25 TN 26 TN 27 TN 28 TN 29 TN 30 TN 31 TN 32 TN 33 TN 34 TN 35 TN 36 TN 37 TN 38 TN 39 TN 40 TN 41 TN 42 TN 43 TN 44 TN 45 TN 46 TN 47 TN 48 TN 49 TN 50 TN 51 TN 52 TN 53 TN 54 TN 55 TN 56 TN 57 S T 58 S T 59 S T 60 S T 61 S T 62 S T 63 S T 64 S T 65 S T 66 S T 67 S T 68 S T 69 S T 70 S T 71 S T 72 S T 73 S T 74 S T 75 S T 76 S T 77 S T 78 S T 79 S T 80 S T 81 S T 82 S T 83 S T 84 S T 85 S T 86 S T 87 S T 88 S T 89 S T 90 S T 91 S T 92 S T 93 S T 94 S T 95 S T 96 S T 97 S T 102 S T 103 S T 104 S T 105 S T 106 S T 107 S T 108 S T 109 S T 110 S T 111 S T 112 S T 113 S T 114 S T 115 S T 116 S T 117 S T 118 S T 119 S T 120 S T 121 S T 122 S T 123 S T 124 S T 125 S T 126 S T 127 S T 128 S T 129 S T 130 S T 131 S T 132 S T 133 S T 134 S T 135 S T 136 S T 137 S T 138 S T 139 S T 140 S T 141 S T 142 S T 143 S T 144 S T 145 S T 146 S T 147 S T 148 S T 149 S T 150 S T 151 S T 152 S T 153 S T 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 Elev=649.410 0+020.00 Elev=649.193 0+040.00 Elev=648.941 0+060.00 Elev=648.746 0+080.00 Elev=648.552 0+100.00 Elev=648.304 0+120.00 Elev=647.989 0+140.00 Elev=647.692 0+160.00 Elev=647.441 0+180.00 Elev=647.095 0+200.00 Elev=646.922 0+220.00 Elev=646.757 0+240.00 Elev=646.609 0+260.00 Elev=646.421 0+280.00 Elev=646.135 0+300.00 Elev=645.871 0+320.00 Elev=645.703 0+340.00 Elev=645.402 0+360.00 Elev=645.126 0+380.00 Elev=645.109 0+400.00 Elev=645.093 0+420.00 Elev=644.548 0+440.00 Elev=644.435 0+460.00 Elev=644.206 0+480.00 Elev=643.886 0+500.00 Elev=643.823 0+520.00 Elev=643.753 0+540.00 Elev=643.335 0+560.00 Elev=643.294 0+580.00 Elev=643.021 0+600.00 Elev=642.782 0+620.00 Elev=642.617 0+640.00 Elev=642.508 0+660.00 Elev=642.283 0+680.00 Elev=642.066 0+700.00 Elev=641.761 0+720.00 Elev=641.665 0+740.00 Elev=641.410 0+760.00 Elev=641.241 0+780.00 Elev=640.618 0+800.00 Elev=639.918 0+820.00 Elev=639.218 0+840.00 Elev=638.518 0+860.00 Elev=637.818 0+880.00 Elev=637.118 0+900.00 Elev=636.418 0+920.00 Elev=635.718 0+940.00 Elev=635.017 0+960.00 Elev=634.317 0+980.00 Elev=633.617 1+000.00 Elev=632.918 1+020.00 Elev=632.080 1+040.00 Elev=631.240 1+060.00 Elev=630.400 1+080.00 Elev=629.559 1+100.00 Elev=628.720 1+120.00 Elev=627.880 1+140.00 Elev=627.040 1+160.00 Elev=626.376 1+180.00 Elev=625.748 1+200.00 Elev=625.120 1+220.00 Elev=624.492 1+240.00 Elev=623.865 1+260.00 Elev=623.235 1+280.00 Elev=622.607 1+300.00 Elev=621.979 1+320.00 Elev=621.351 1+340.00 Elev=620.723 1+360.00 Elev=620.095 1+380.00 Elev=619.467 1+400.00 Elev=618.839 1+420.00 Elev=618.211 1+440.00 Elev=617.200 1+460.00 Elev=616.103 1+480.00 Elev=615.005 1+500.00 Elev=613.907 1+520.00 Elev=612.808 1+540.00 Elev=611.711 1+560.00 Elev=610.613 1+580.00 Elev=609.515 1+600.00 Elev=608.416 1+620.00 Elev=607.300 1+640.00 Elev=606.111 1+660.00 Elev=604.920 1+680.00 Elev=603.730 1+700.00 Elev=602.541 1+720.00 Elev=601.351 1+740.00 Elev=600.161 1+760.00 Elev=598.970 1+780.00 Elev=597.781 1+800.00 Elev=596.591 1+820.00 Elev=595.401 1+840.00 Elev=594.211 1+860.00 Elev=593.021 1+880.00 Elev=591.831 1+900.00 Elev=590.641 1+920.00 Elev=589.450 1+940.00 Elev=588.261 1+960.00 Elev=587.071 1+980.00 Elev=585.880 2+000.00 Elev=584.690 2+020.00 Elev=583.501 2+040.00 Elev=582.311 2+060.00 Elev=580.989 2+080.00 Elev=579.621 2+100.00 Elev=578.254 2+120.00 Elev=576.886 2+140.00 Elev=575.517 2+160.00 Elev=574.149 2+180.00 Elev=572.782 2+200.00 Elev=571.414 2+220.00 Elev=570.046 2+240.00 Elev=568.739 2+260.00 Elev=567.351 2+280.00 Elev=565.941 2+300.00 Elev=563.669 2+320.00 Elev=559.433 2+340.00 Elev=556.873 2+345.13 Elev=556.000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 649.410 649.410 0.000 0+020.00 649.193 649.199 0.005 0+040.00 648.941 648.987 0.046 0+060.00 648.746 648.776 0.030 0+080.00 648.552 648.565 0.013 0+100.00 648.304 648.354 0.050 0+120.00 647.989 648.142 0.153 0+140.00 647.692 647.931 0.239 0+160.00 647.441 647.720 0.278 0+180.00 647.095 647.508 0.414 0+200.00 646.922 647.297 0.375 0+220.00 646.757 647.086 0.329 0+240.00 646.609 646.875 0.266 0+260.00 646.421 646.663 0.243 0+280.00 646.135 646.452 0.317 0+300.00 645.871 646.241 0.370 0+320.00 645.703 646.030 0.327 0+340.00 645.402 645.818 0.416 0+360.00 645.126 645.607 0.481 0+380.00 645.109 645.396 0.286 0+400.00 645.093 645.184 0.091 0+420.00 644.548 644.973 0.425 0+440.00 644.435 644.762 0.327 0+460.00 644.206 644.551 0.344 0+480.00 643.886 644.339 0.453 0+500.00 643.823 644.128 0.305 0+520.00 643.753 643.917 0.164 0+540.00 643.335 643.705 0.370 0+560.00 643.294 643.494 0.200 0+580.00 643.021 643.283 0.262 0+600.00 642.782 643.072 0.289 0+620.00 642.617 642.860 0.244 0+640.00 642.508 642.649 0.141 0+660.00 642.283 642.438 0.155 0+680.00 642.066 642.226 0.161 0+700.00 641.761 642.015 0.255 0+720.00 641.665 641.804 0.139 0+740.00 641.410 641.593 0.182 0+760.00 641.241 641.381 0.140 0+780.00 640.618 641.170 0.552 0+800.00 639.918 640.959 1.041 0+820.00 639.218 640.748 1.530 0+840.00 638.518 640.536 2.018 0+860.00 637.818 640.325 2.507 0+880.00 637.118 640.114 2.996 0+900.00 636.418 639.902 3.485 0+920.00 635.718 639.691 3.974 0+940.00 635.017 639.480 4.462 0+960.00 634.317 639.269 4.951 0+980.00 633.617 639.057 5.440 1+000.00 632.918 638.846 5.928 1+020.00 632.080 638.635 6.555 1+040.00 631.240 638.423 7.183 1+060.00 630.400 638.212 7.812 1+080.00 629.559 638.001 8.441 1+100.00 628.720 637.790 9.070 1+120.00 627.880 637.578 9.698 1+140.00 627.040 637.367 10.327 1+160.00 626.376 637.156 10.780 1+180.00 625.748 636.944 11.197 1+200.00 625.120 636.733 11.614 1+220.00 624.492 636.522 12.030 1+240.00 623.865 636.311 12.446 1+260.00 623.235 636.099 12.865 1+280.00 622.607 635.888 13.281 1+300.00 621.979 635.677 13.697 1+320.00 621.351 635.466 14.114 1+340.00 620.723 635.254 14.532 1+360.00 620.095 635.043 14.948 1+380.00 619.467 634.832 15.365 1+400.00 618.839 634.620 15.781 1+420.00 618.211 634.409 16.198 1+440.00 617.200 634.198 16.997 1+460.00 616.103 633.987 17.884 1+480.00 615.005 633.775 18.770 1+500.00 613.907 633.564 19.657 1+520.00 612.808 633.353 20.544 1+540.00 611.711 633.141 21.430 1+560.00 610.613 632.930 22.317 1+580.00 609.515 632.719 23.204 1+600.00 608.416 632.508 24.091 1+620.00 607.300 632.296 24.996 1+640.00 606.111 632.085 25.974 1+660.00 604.920 631.874 26.953 1+680.00 603.730 631.662 27.932 1+700.00 602.541 631.451 28.910 1+720.00 601.351 631.240 29.889 1+740.00 600.161 631.029 30.868 1+760.00 598.970 630.817 31.847 1+780.00 597.781 630.606 32.825 1+800.00 596.591 630.395 33.804 1+820.00 595.401 630.184 34.783 1+840.00 594.211 629.972 35.761 1+860.00 593.021 629.761 36.740 1+880.00 591.831 629.550 37.719 1+900.00 590.641 629.338 38.698 1+920.00 589.450 629.127 39.677 1+940.00 588.261 628.916 40.655 1+960.00 587.071 628.705 41.634 1+980.00 585.880 628.493 42.613 2+000.00 584.690 628.282 43.592 2+020.00 583.501 628.071 44.570 2+040.00 582.311 627.859 45.549 2+060.00 580.989 627.648 46.659 2+080.00 579.621 627.437 47.815 2+100.00 578.254 627.226 48.972 2+120.00 576.886 627.014 50.129 2+140.00 575.517 626.803 51.286 2+160.00 574.149 626.592 52.442 2+180.00 572.782 626.380 53.599 2+200.00 571.414 626.169 54.756 2+220.00 570.046 625.958 55.912 2+240.00 568.739 625.747 57.007 2+260.00 567.351 625.535 58.184 2+280.00 565.941 625.324 59.383 2+300.00 563.669 625.113 61.444 2+320.00 559.433 624.902 65.469 2+340.00 556.873 624.690 67.817 2+345.13 556.000 624.636 68.636 CARGA 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 554 553 552 551 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 Elev=649.410 0+020.00 Elev=649.193 0+040.00 Elev=648.941 0+060.00 Elev=648.746 0+080.00 Elev=648.552 0+100.00 Elev=648.304 0+120.00 Elev=647.989 0+140.00 Elev=647.692 0+160.00 Elev=647.441 0+180.00 Elev=647.095 0+200.00 Elev=646.922 0+220.00 Elev=646.757 0+240.00 Elev=646.609 0+260.00 Elev=646.421 0+280.00 Elev=646.135 0+300.00 Elev=645.871 0+320.00 Elev=645.703 0+340.00 Elev=645.402 0+360.00 Elev=645.126 0+380.00 Elev=645.109 0+400.00 Elev=645.093 0+420.00 Elev=644.548 0+440.00 Elev=644.435 0+460.00 Elev=644.206 0+480.00 Elev=643.886 0+500.00 Elev=643.823 0+520.00 Elev=643.753 0+540.00 Elev=643.335 0+560.00 Elev=643.294 0+580.00 Elev=643.021 0+600.00 Elev=642.782 0+620.00 Elev=642.617 0+640.00 Elev=642.508 0+660.00 Elev=642.283 0+680.00 Elev=642.066 0+700.00 Elev=641.761 0+720.00 Elev=641.665 0+740.00 Elev=641.410 0+760.00 Elev=641.241 0+780.00 Elev=640.618 0+800.00 Elev=639.918 0+820.00 Elev=639.218 0+840.00 Elev=638.518 0+860.00 Elev=637.818 0+880.00 Elev=637.118 0+900.00 Elev=636.418 0+920.00 Elev=635.718 0+940.00 Elev=635.017 0+960.00 Elev=634.317 0+980.00 Elev=633.617 1+000.00 Elev=632.918 1+020.00 Elev=632.080 1+040.00 Elev=631.240 1+060.00 Elev=630.400 1+080.00 Elev=629.559 1+100.00 Elev=628.720 1+120.00 Elev=627.880 1+140.00 Elev=627.040 1+160.00 Elev=626.376 1+180.00 Elev=625.748 1+200.00 Elev=625.120 1+220.00 Elev=624.492 1+240.00 Elev=623.865 1+260.00 Elev=623.235 1+280.00 Elev=622.607 1+300.00 Elev=621.979 1+320.00 Elev=621.351 1+340.00 Elev=620.723 1+360.00 Elev=620.095 1+380.00 Elev=619.467 1+400.00 Elev=618.839 1+420.00 Elev=618.211 1+440.00 Elev=617.200 1+460.00 Elev=616.103 1+480.00 Elev=615.005 1+500.00 Elev=613.907 1+520.00 Elev=612.808 1+540.00 Elev=611.711 1+560.00 Elev=610.613 1+580.00 Elev=609.515 1+600.00 Elev=608.416 1+620.00 Elev=607.300 1+640.00 Elev=606.111 1+660.00 Elev=604.920 1+680.00 Elev=603.730 1+700.00 Elev=602.541 1+720.00 Elev=601.351 1+740.00 Elev=600.161 1+760.00 Elev=598.970 1+780.00 Elev=597.781 1+800.00 Elev=596.591 1+820.00 Elev=595.401 1+840.00 Elev=594.211 1+860.00 Elev=593.021 1+880.00 Elev=591.831 1+900.00 Elev=590.641 1+920.00 Elev=589.450 1+940.00 Elev=588.261 1+960.00 Elev=587.071 1+980.00 Elev=585.880 2+000.00 Elev=584.690 2+020.00 Elev=583.501 2+040.00 Elev=582.311 2+060.00 Elev=580.989 2+080.00 Elev=579.621 2+100.00 Elev=578.254 2+120.00 Elev=576.886 2+140.00 Elev=575.517 2+160.00 Elev=574.149 2+180.00 Elev=572.782 2+200.00 Elev=571.414 2+220.00 Elev=570.046 2+240.00 Elev=568.739 2+260.00 Elev=567.351 2+280.00 Elev=565.941 2+300.00 Elev=563.669 2+320.00 Elev=559.433 2+340.00 Elev=556.873 2+345.13 Elev=556.000 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO 0+000.00 649.410 649.410 0.000 0+020.00 649.193 649.199 0.005 0+040.00 648.941 648.987 0.046 0+060.00 648.746 648.776 0.030 0+080.00 648.552 648.565 0.013 0+100.00 648.304 648.354 0.050 0+120.00 647.989 648.142 0.153 0+140.00 647.692 647.931 0.239 0+160.00 647.441 647.720 0.278 0+180.00 647.095 647.508 0.414 0+200.00 646.922 647.297 0.375 0+220.00 646.757 647.086 0.329 0+240.00 646.609 646.875 0.266 0+260.00 646.421 646.663 0.243 0+280.00 646.135 646.452 0.317 0+300.00 645.871 646.241 0.370 0+320.00 645.703 646.030 0.327 0+340.00 645.402 645.818 0.416 0+360.00 645.126 645.607 0.481 0+380.00 645.109 645.396 0.286 0+400.00 645.093 645.184 0.091 0+420.00 644.548 644.973 0.425 0+440.00 644.435 644.762 0.327 0+460.00 644.206 644.551 0.344 0+480.00 643.886 644.339 0.453 0+500.00 643.823 644.128 0.305 0+520.00 643.753 643.917 0.164 0+540.00 643.335 643.705 0.370 0+560.00 643.294 643.494 0.200 0+580.00 643.021 643.283 0.262 0+600.00 642.782 643.072 0.289 0+620.00 642.617 642.860 0.244 0+640.00 642.508 642.649 0.141 0+660.00 642.283 642.438 0.155 0+680.00 642.066 642.226 0.161 0+700.00 641.761 642.015 0.255 0+720.00 641.665 641.804 0.139 0+740.00 641.410 641.593 0.182 0+760.00 641.241 641.381 0.140 0+780.00 640.618 641.170 0.552 0+800.00 639.918 640.959 1.041 0+820.00 639.218 640.748 1.530 0+840.00 638.518 640.536 2.018 0+860.00 637.818 640.325 2.507 0+880.00 637.118 640.114 2.996 0+900.00 636.418 639.902 3.485 0+920.00 635.718 639.691 3.974 0+940.00 635.017 639.480 4.462 0+960.00 634.317 639.269 4.951 0+980.00 633.617 639.057 5.440 1+000.00 632.918 638.846 5.928 CARGA 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 CRUCEROS EN LINEA DE CONDUCCION LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE Fo.Go. DIAMETRO 51 MM. (2"). 46.00 CODO DE 45° DE Fo.Go. DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE Fo.Go. DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE Fo.Go. DIAMETRO 51 MM. (2"). 38.00 CODO DE 90° DE Fo.Go. DIAMETRO 51 MM. (2"). 14.00 CRUZ CON REDUCCION A A A 2.- LOS ATRAQUES DEBERAN COLOCARSE EN TODOS LOS CASOS ANTES DE HACER LA PRUEBA 3.- LOS ATRAQUES SE USARAN EXCLUSIVAMENTE PARA TUBERIAS ALOJADAS EN ZANJAS 1.- LAS PIEZAS ESPECIALES DEBERAN ESTAR ALINEADAS Y NIVELADAS ANTES DE COLOCAR LOS ATRAQUES LOS CUALES QUEDARAN PERFECTAMENTE APOYADOS AL FONDO Y PARED DE LA ZANJA ATRAQUES PARA PIEZAS ESPECIALES DIMENSIONES PARA ATRAQUES DE CONCRETO A d NOMINAL DE LA PIEZA TEE (PRESIONES DE TRANBAJO MENORES DE 7Kg/cm2) HIDROSTATICA DE LAS TUBERIAS B milimetros SIN ESCALA N O T A S 38 1 1/2" pulgadas 20 ALTURA cm. B 20 cm. LADO "A" TE Y TAPA CIEGA CODO A 20 cm. LADO "B" B VOLUMEN m3. 0.008 B A A CAJA DE OPERACION TIPO 1 PLANTA LOSA Y CONTRAMARCO \A1;VAR.DE \S3/8;"DE *TODAS LAS ACOTACIONES SE DAN EN CM EXEPTO LAS INDICADAS EN OTRAS UNIDADES LAS ACOTACIONES "X" y "Y" SON GENERALES PAR ATODAS LAS LOSAS DE LOS CONTRAMARCOS ASI COMO LAS a, b, e, DE LA PLANTA DE MUROS DE LAS CAJAS. *LOS PERFILES ESTRUCTURALES DE 50 MM 16" DE PERALTE SERAN DE TIPO IMANO *EL DADO DE OPERACION DE LA VALVULA DEBERA QUEDAR CENTRADO CON LA TAPA DE LA CAJA. *A LOS CANTRAMARCOS SE LE SOLDARA UNA ORILLA PERIMETRALMENTE COMO LA INDICA EL ISOMETRICO. \A1;*LA LOSA DE TECHO TENDRA EL ESPESOR INDICADO EN LA TABLA Y LLEVARA EMPARRILLADO DE VARILLAS DE \S3/8;" DE DIAMETRO. \A1;*LA LOSA DE PISO SERA DE 10 CM. DE ESPESOR CON REFUERZO DE VARILLAS \S3/8;" DE DIAMETRO A CADA 30CM. *QUEDA A JUICIO DE LA RESIDENCIA PONER EN EL FONDO DE LA CAJA UN TUBO DE 50MM (2"). NOTAS EN CAJA OPERADORA DE VALVULAS A TAPA DE FO.FO MARCO DE FO.FO G U A P O T A B L E S. R. H. \A1;ELEVACION C MURO DE TABIQUE e e a 0.10 NIVEL DE LA CALLE \A1;DALA DE CONCRETO CON 2 VARS. DE \S3/8;" DE DIAMETRO FIERRO POR TEMPERATURA H PEDACERIA DE TABIQUE CONCRETO REFORZADO APLANADO DE CONCRETO DE 1 CM DE ESPESOR 0.10 0.10 DATOS CAJA DE OPERACION DE VALVULAS TIPO 1 NUMERO DE DIAMETRO DE TIPO 50 a 60 (cm.) A (cm.) VALVULAS VALVULA (mm.) 1 CAJA (cm.) 1 70 70 B 87 H C 14 SENCILLO CONTRAMARCOS Y 11.30 0.98 --- 1 CANT. 100 (cm.) E ESPESOR MURO (cm.) X 0.98 DOBLE 0.90 EXC. M3 0.85 PED.TAB M2 L.CONC PISO M2 M.TAB MORCEM M2 DALACEM 2VS3/8" 0.96 0.10 1.55 0.047 M3 APLAN CEM. M2 L.CON TECHO M3 VARS. 3/8" 1.54 0.085 21 CAJA DE OPERACION TIPO 1 S/E \A1;S/E \A1;S/E \A1;S/E Y X \A1;DIAMETRO Y X \A1;S/E \A1;VAR.DE \S3/8;"DE \A1;DIAMETRO e b e e a e 61.50 50.00 61.50 50.00 50.00 0.10 VARIABLE 0.10 A \A1;VALVULA 0.17 0.17 CORTE \A1;TABIQUE ROJO RECOSIDO \A1;VARILLAS No. 3 @ 10 CM EN AMBOS SENTIDOS \A1;NIVEL DE CALLE A A' 0.6 A B VARIABLE VARIABLE \A1;TAPA DE FO.FO. PLANTA A G U A P O T A B L E \A1;TAPA DE FO.FO. DATOS GENERALES DE LAS CAJAS (1 VALVULA) DIAMETRO DE TIPO 2 1/2" a 4" 1" a 2" (cm.) A 100 (cm.) * LA TAPA ES FO.FO. * LA PLANTILLA ES DE CONCRETO SIMPLE f'c = 100 kg/cm2 * LA TAPA DE LAMINA QUEDO CENTRADA Y ALINEADA * EL APLANADO INTERIOR SE REALIZO CON MORTERO CEMENTO-ARENA 1:5DE 1.5 cm. DE ESPESOR. VALVULA (PULG.) 2 1 CAJA (cm.) 100 90 70 70 B 74 H * EL CONCRETO A UTILIZAR EN LOSA DE PISO Y TECHO, * EL MURO SE HARA CON TABIQUE ROJO RECOSIDO * EL ACERO DE REFUERZO ES DE Fy = 4200 kg/cm CON EL DADO DE OPERACION DE LA VALVULA. ES DE UN f'c=200 kg/mc2 DE 14 cm. DE ESPESOR VARILLA DE 3/8 @ 20 CMS, AMBOS SENTIDOS PLANTILLA DE F´C =150 KG/CM2 CONCRETO REFORZADO APLANADO DE CONCRETO DE 1 CM DE ESPESOR 0.77 M3 70 110 152.4 6 115 8 203.2 75 0.86 M3 EN CM. 70 PROFUNDIDAD 100 100 100 70 1 1/2 DIAMETRO NOMINAL PULGADAS 4 21/2 3 2 MILIMETROS 25.4 101.6 63.5 76.2 50.8 EN CM. 50 60 60 60 55 ANCHO POR METRO LINEAL 0.39 M3 0.63 M3 0.60 M3 0.60 M3 0.39 M3 VOLUMEN RELLENO APISONADO CUIDADOSAMENTE 0.6 Bc CLASE "B" F. CARGA: 1.9 55 CM RELLENO APISONADO CUIDADOSAMENTE CAMA DE ARENA DE 5 CMS 0.6 Bc CLASE "B" F. CARGA: 1.9 55 CM RELLENO APISONADO CUIDADOSAMENTE 0.6 Bc CLASE "B" F. CARGA: 1.9 60 CM 1 1/2" 2" 2 1/2" CAMA DE ARENA DE 10 CMS CAMA DE ARENA DE 5 CMS 70 CM 70 CM 100 CM DETALLES DE EXCAVACION 70 1 25.4 50 0.35 M3 VAR 3/8" \A1;1.00 \A1;0.10 \A1;0.80 \A1;0.40 \A1;0.80 X' CORTE X-X' ATRAQUE PARA SUJECION DE TUBERIA PLANTA ISOMETRICO N O T A S -ATRAQUE CON ZAPATA DE 0.40x0.140x0.10 CON ACERO DE 3/8" DE 1.00 M DE ALTURA, CON ESTRIBOS No 2 @ 20 CMS. -LOS CAMBIOS QUE SE HAGAN A ESTE PROYECTO QUEDAN A JUICIO DEL RESIDENTE DE LA OBRA. 6 VARILLA 3/8" EST. No 2@20 CM VAR 3/8" -SE UTILIZARA ESTE ESTRUCTURA CUANDO LA TUBERÍA NECESITA LIBRAR OBSTACULOS E IRREGULARIDADES DEL TERRENO. 2 1 7 3 5 4 6 VALVULA DE ADM. Y EXP. DE AIRE C/R DE 13 mm. (1/2") DE DIAM. NIPLE DE Fo.Go. DE 20 cm. DE LONGITUD REDUCCION BUSHING DE Fo.Go. NIPLE DE Fo.Go. DE 200 X 13 mm. (1/2") DE DIAMETRO VALVULA DE SECC. T/COMP. C/R DE 13 mm. (1/2") DE DIAM. LISTA DE PIEZAS ESPECIALES EN DESFOGUE Y V.E.A 1 TEE DE Fo.Go. C/R TUERCA UNION DE Fo.Go. 3 7 5 4 6 2 2 1 3 2 2 VALVULA DE SECC. T/COMP. C/R SEGUN DIAMETRO DE CONDUCCION 8 8 5 2 OR 3 TN 4 TN 5 CAU 6 OR 7 OR 8 CAU 9 TN 10 TN 11 OR 12 OR 13 TN 14 TN 15 CAU 16 OR 17 OR 18 CAU 19 TN 20 TN 21 OR 22 OR 23 TN 24 TN 25 CAU 26 OR 27 OR 28 CAU 29 TN 30 TN 31 OR 32 OR 33 TN 34 TN 35 CAU 36 OR A1 EST A 37 LC 38 LC 39 LC 40 LC 41 LC 42 LC 43 LC 44 LC 45 LC A2 EST A1 46 LC A3 EST A2 47 LC 48 LC A4 EST A3 49 LC A5 EST A4 50 LC 51 LC 52 LC 53 ARROLLO 54 ARROLLO 55 ARROLLO A6 EST A5 56 LC 57 LC 58 LC 59 LC A7 EST A6 60 LC 61 LC A8 EST A7 62 LC 63 LC 64 LC 65 LC A7 A9 EST A8 66 LC 67 LC 68 LC 69 CENTARROIO 70 LC 71 LC 72 ORIARROIO 73 LC 74 LC A10 EST A9 75 LC 76 LC 77 LC 78 LC A11 EST A10 79 LC 80 ARROLLO 81 ARROLLO 82 ARROLLO 83 ARROLLO 84 ARROLLO 85 ARROLLO 86 LC 87 LC A12 EST A11 88 ARROLLO 89 ARROLLO 90 ARROLLO 91 LC A13 EST A12 92 LC A14 EST A13 93 LC 94 LC A15 EST A14 A14 95 LC 96 LC 97 ARROLLO 98 ARROLLO 99 ARROLLO 100 LC A16 EST A15 101 LC 102 ARROLLO 103 ARROLLO 104 LC 105 LC 106 LC A17 EST A16 A18 107 LC 108 LC 109 LC A19 EST A17 110 ARROLLO 111 ARROLLO A20 EST A19 112 LC 113 LC 114 LC 115 LC A21 EST A20 116 LC A22 EST A21 117 LC 118 ARROLLO 119 ARROLLO 120 ARROLLO 121 LC 122 LC 123 LC 124 LC A23 EST A22 125 LC A24 EST A23 A25 A23 A23 A23 126 LC 127 LC 128 LC A26 EST A24 129 LC A27 EST A26 130 LC 131 LC A28 EST A27 132 LC 133 LC 134 LC 135 LC 136 LC A29 EST A28 137 LC 138 LC 139 LC 140 LC 141 LC A30 EST A29 A31 EST A30 142 LC 143 LC 144 LC 145 LC 146 LC 147 LC 148 LC 149 LC 150 LC 151 LC A32 EST A33 EST A33 152 LC 153 LC A34 EST A32 A35 EST A34 154 LC 155 LC 156 LC 157 LC 158 LC 159 ARROLLO 160 ARROLLO 161 ARROLLO 162 LC 163 LC 164 LC 165 LC 166 LC A36 EST A37 167 LC 168 LC A38 EST A36 169 LC 170 LC A39 EST A40 EST A40 171 LC 172 LC 173 LC 174 LC 175 LC 176 LC 177 LC 178 LC 179 LC 180 LC 181 LC 182 LC A41 EST A39 183 LC 184 LC A42 EST A41 A43 185 LC 186 LC A44 EST A42 187 LC 188 LC A45 EST A44 189 LC 190 LC 191 LC 192 LC A46 EST A45 A47 EST A46 193 LC 194 LC 195 LC 196 LC 197 LC 198 LC 199 LC 200 LC 201 LC 202 LC 203 LC 204 LC 205 LC 206 LC 207 LC 208 LC 209 LC 210 LC 211 LC 212 LC 213 LC 214 LC 215 LC 216 LC 217 LC 218 LC 219 LC 220 LC 221 LC 222 LC 223 LC 224 LC 225 LC A48 EST A49 EST 226 LC 227 LC 228 LC 229 LC 230 LC 231 LC 232 LC 233 LC 234 LC A50 EST A51 EST A51 235 AREATANQ 236 AREATANQ 237 AREATANQ 238 AREATANQ 239 AREATANQ 240 AREATANQ 241 AREATANQ 242 AREATANQ 243 AREATANQ 244 AREATANQ 245 AREATANQ 246 AREATANQ 247 AREATANQ 248 AREATANQ 249 AREATANQ 250 AREATANQ 251 AREATANQ 252 AREATANQ 253 AREATANQ 254 AREATANQ 255 AREATANQ 256 AREATANQ 257 AREATANQ 258 AREATANQ 259 LC 261 LC A50 275 AREATANQ 276 AREATANQ 277 AREATANQ 278 AREATANQ 279 AREATANQ 280 AREATANQ 281 AREATANQ 282 AREATANQ 283 AREATANQ 284 AREATANQ 285 AREATANQ 286 AREATANQ 287 AREATANQ 288 AREATANQ 289 AREATANQ 290 AREATANQ 291 AREATANQ 292 AREATANQ 293 AREATANQ 294 AREATANQ 295 AREATANQ 296 AREATANQ 297 AREATANQ 298 AREATANQ 299 LC N S E O NO SO NE SE N S E O NO SO NE SE N S E O NO SO NE SE N S E O NO SO NE SE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 118 624.64 556.00 68.64 117 624.78 558.36 66.42 116 624.98 560.11 64.87 115 625.02 562.16 62.86 114 625.21 565.18 60.02 111 625.86 569.38 56.47 112 625.68 568.34 57.34 110 626.06 570.69 55.37 109 626.30 572.24 54.05 113 625.43 566.63 58.80 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 48 636.41 624.17 12.24 47 636.48 624.37 12.11 46 637.33 626.89 10.44 45 637.66 628.19 9.46 44 637.91 629.21 8.70 43 638.56 631.77 6.79 42 638.84 632.91 5.94 41 639.24 634.23 5.01 40 639.88 636.35 3.53 39 640.40 638.05 2.34 38 640.80 639.39 1.41 37 641.32 641.13 0.20 36 641.41 641.30 0.11 35 641.46 641.38 0.08 34 641.68 641.43 0.25 33 641.73 641.65 0.08 32 641.99 641.70 0.29 31 642.11 641.96 0.15 30 642.24 642.08 0.16 29 642.38 642.22 0.16 28 642.50 642.35 0.15 27 642.58 642.48 0.10 26 642.78 642.56 0.22 25 643.05 642.76 0.29 24 643.29 643.03 0.26 23 643.37 643.27 0.10 22 643.78 643.35 0.43 21 643.92 643.76 0.16 20 644.38 643.90 0.48 19 644.64 644.37 0.27 18 645.11 644.62 0.49 17 645.15 645.09 0.06 16 645.66 645.13 0.53 15 645.96 645.65 0.31 14 646.34 645.95 0.39 13 646.57 646.33 0.24 12 646.81 646.56 0.25 11 647.15 646.80 0.35 10 647.56 647.14 0.42 9 647.78 647.56 0.22 8 648.03 647.78 0.25 7 648.16 648.03 0.13 6 648.45 648.45 0.00 5 649.00 648.95 0.05 4 649.09 649.09 0.00 3 649.13 649.13 0.00 2 649.21 649.20 0.01 1 649.41 649.41 0.00 N S E O NO SO NE SE N S E O NO SO NE SE 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 1+000.00 632.918 638.846 5.928 1+020.00 632.080 638.635 6.555 1+040.00 631.240 638.423 7.183 1+060.00 630.400 638.212 7.812 1+080.00 629.559 638.001 8.441 1+100.00 628.720 637.790 9.070 1+120.00 627.880 637.578 9.698 1+140.00 627.040 637.367 10.327 1+160.00 626.376 637.156 10.780 1+180.00 625.748 636.944 11.197 1+200.00 625.120 636.733 11.614 1+220.00 624.492 636.522 12.030 1+240.00 623.865 636.311 12.446 1+260.00 623.235 636.099 12.865 1+280.00 622.607 635.888 13.281 1+300.00 621.979 635.677 13.697 1+320.00 621.351 635.466 14.114 1+340.00 620.723 635.254 14.532 1+360.00 620.095 635.043 14.948 1+380.00 619.467 634.832 15.365 1+400.00 618.839 634.620 15.781 1+420.00 618.211 634.409 16.198 1+440.00 617.200 634.198 16.997 1+460.00 616.103 633.987 17.884 1+480.00 615.005 633.775 18.770 1+500.00 613.907 633.564 19.657 1+520.00 612.808 633.353 20.544 1+540.00 611.711 633.141 21.430 1+560.00 610.613 632.930 22.317 1+580.00 609.515 632.719 23.204 1+600.00 608.416 632.508 24.091 1+620.00 607.300 632.296 24.996 1+640.00 606.111 632.085 25.974 1+660.00 604.920 631.874 26.953 1+680.00 603.730 631.662 27.932 1+700.00 602.541 631.451 28.910 1+720.00 601.351 631.240 29.889 1+740.00 600.161 631.029 30.868 1+760.00 598.970 630.817 31.847 1+780.00 597.781 630.606 32.825 1+800.00 596.591 630.395 33.804 1+820.00 595.401 630.184 34.783 1+840.00 594.211 629.972 35.761 1+860.00 593.021 629.761 36.740 1+880.00 591.831 629.550 37.719 1+900.00 590.641 629.338 38.698 1+920.00 589.450 629.127 39.677 1+940.00 588.261 628.916 40.655 1+960.00 587.071 628.705 41.634 1+980.00 585.880 628.493 42.613 2+000.00 584.690 628.282 43.592 CARGA 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 599 598 597 596 595 594 593 592 591 590 589 588 587 586 585 584 583 582 581 580 579 578 577 576 575 574 573 572 571 570 569 568 567 566 565 564 563 562 561 560 559 558 557 556 555 CARGA COTA DISPONIBLE PIEZOMETRICA TERRENO PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 2+000.00 584.690 628.282 43.592 2+020.00 583.501 628.071 44.570 2+040.00 582.311 627.859 45.549 2+060.00 580.989 627.648 46.659 2+080.00 579.621 627.437 47.815 2+100.00 578.254 627.226 48.972 2+120.00 576.886 627.014 50.129 2+140.00 575.517 626.803 51.286 2+160.00 574.149 626.592 52.442 2+180.00 572.782 626.380 53.599 2+200.00 571.414 626.169 54.756 2+220.00 570.046 625.958 55.912 2+240.00 568.739 625.747 57.007 2+260.00 567.351 625.535 58.184 2+280.00 565.941 625.324 59.383 2+300.00 563.669 625.113 61.444 2+320.00 559.433 624.902 65.469 2+340.00 556.873 624.690 67.817 2+345.13 556.000 624.636 68.636 CARGA PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 L=23.09m 50.8mm(2") L=13.89m 50.8mm(2") L=18.36m 50.8mm(2") L=4.00m 50.8mm(2") L=17.80m 50.8mm(2") L=16.76m 50.8mm(2") L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=23.43m 50.8mm(2") L=37.80m 50.8mm(2") L=21.21m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=10.20m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") L=11.66m 50.8mm(2") L=6.67m 50.8mm(2") L=80.48m 50.8mm(2") L=30.89m 50.8mm(2") L=24.26m 50.8mm(2") L=60.91m 50.8mm(2") L=27.11m 50.8mm(2") L=37.69m 50.8mm(2") L=60.73m 50.8mm(2") L=48.63m 50.8mm(2") L=38.14m 50.8mm(2") L=49.64m 50.8mm(2") L=8.27m 50.8mm(2") L=20.71m 50.8mm(2") L=4.58m 50.8mm(2") L=4.49m 50.8mm(2") L=24.80m 50.8mm(2") L=11.29m 50.8mm(2") L=12.85m 50.8mm(2") L=12.75m 50.8mm(2") L=11.80m 50.8mm(2") L=7.17m 50.8mm(2") L=19.62m 50.8mm(2") L=25.26m 50.8mm(2") L=22.67m 50.8mm(2") L=7.76m 50.8mm(2") L=38.51m 50.8mm(2") L=13.18m 50.8mm(2") L=44.07m 50.8mm(2") L=24.10m 50.8mm(2") L=44.41m 50.8mm(2") L=3.52m 50.8mm(2") L=48.59m 50.8mm(2") L=28.81m 50.8mm(2") L=35.64m 50.8mm(2") L=21.84m 50.8mm(2") L=22.23m 50.8mm(2") L=32.32m 50.8mm(2") L=39.50m 50.8mm(2") L=20.51m 50.8mm(2") L=23.73m 50.8mm(2") L=12.53m 50.8mm(2") L=27.51m 50.8mm(2") L=51.35m 50.8mm(2") L=8.95m 50.8mm(2") L=6.70m 50.8mm(2") L=4.06m 50.8mm(2") L=19.38m 50.8mm(2") L=44.07m 50.8mm(2") L=13.89m 50.8mm(2") L=18.36m 50.8mm(2") L=4.00m 50.8mm(2") L=17.80m 50.8mm(2") L=16.76m 50.8mm(2") L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=23.43m 50.8mm(2") L=37.80m 50.8mm(2") L=21.21m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=10.20m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=23.09m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") L=11.66m 50.8mm(2") L=6.67m 50.8mm(2") L=80.48m 50.8mm(2") L=30.89m 50.8mm(2") L=24.26m 50.8mm(2") L=60.91m 50.8mm(2") L=27.11m 50.8mm(2") L=37.69m 50.8mm(2") L=60.73m 50.8mm(2") L=48.63m 50.8mm(2") L=38.14m 50.8mm(2") L=49.64m 50.8mm(2") L=8.27m 50.8mm(2") L=20.71m 50.8mm(2") L=4.58m 50.8mm(2") L=4.49m 50.8mm(2") L=24.80m 50.8mm(2") L=11.29m 50.8mm(2") L=12.85m 50.8mm(2") L=12.75m 50.8mm(2") L=11.80m 50.8mm(2") L=7.17m 50.8mm(2") L=19.62m 50.8mm(2") L=25.26m 50.8mm(2") L=22.67m 50.8mm(2") L=7.76m 50.8mm(2") L=38.51m 50.8mm(2") L=13.18m 50.8mm(2") L=24.10m 50.8mm(2") L=44.41m 50.8mm(2") L=3.52m 50.8mm(2") L=48.59m 50.8mm(2") L=28.81m 50.8mm(2") L=35.64m 50.8mm(2") L=21.84m 50.8mm(2") L=22.23m 50.8mm(2") L=32.32m 50.8mm(2") L=39.50m 50.8mm(2") L=20.51m 50.8mm(2") L=23.73m 50.8mm(2") L=12.53m 50.8mm(2") L=27.51m 50.8mm(2") L=51.35m 50.8mm(2") L=8.95m 50.8mm(2") L=6.70m 50.8mm(2") L=4.06m 50.8mm(2") L=19.38m 50.8mm(2") 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 C R U C E R O S E N L I N E A D E C O N D U C C I O N LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2"). 46.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 16.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2"). 38.00 CODO DE 90° DE P.V.C DIAMETRO 51 MM. (2"). 14.00 51 1, 118 22°30' 51 51 2, 8, 9, 11, 13, 16, 20, 21, 24, 28-31, 42-45, 52, 65, 74, 77, 78, 81, 84, 93, 97, 105, 107, 111, 112, 116 45° 51 51 3, 4, 26, 37, 56, 63, 75, 83, 86, 115 51 51 5, 23, 25, 33, 49, 57, 59, 72, 87, 95, 96, 104 11°15' 51 51 6, 7, 10, 12, 17, 22, 32, 34, 41, 46, 50, 51, 64, 66, 71, 73, 88, 99-103, 108, 110, 22°30' 90° 51 51 19, 27, 54, 79, 85, 11°15' 90° 51 51 35, 55, 82 45° 90° 51 51 36 11°15' 90° 51 51 76, 92 90° 51 51 80, 113 CRUCEROS EN LINEA DE CONDUCCION DETALLE EN PLANO CRUCEROS NODO LONGITUD DIAMETRO TUBERIA 71 72 13.42 50.8 MM NODO LONGITUD DIAMETRO TUBERIA 72 73 5.39 50.8 MM NODOS LONGITUD DIAMETRO TUBERIA 73 74 4.12 50.8 MM 74 75 2.83 50.8 MM 75 76 9.06 50.8 MM 76 77 7.28 50.8 MM 77 78 2.83 50.8 MM 78 79 5.10 50.8 MM 79 80 2.83 50.8 MM 80 81 5.61 50.8 MM 81 82 5.39 50.8 MM 81 82 5.39 50.8 MM 82 83 11.66 50.8 MM 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 110 626.06 570.69 55.37 109 626.30 572.24 54.05 108 626.70 574.83 51.87 107 626.88 576.03 50.85 106 627.06 577.19 49.87 105 627.27 578.52 48.75 104 627.67 581.11 46.56 103 627.80 582.00 45.81 102 627.96 582.86 45.09 101 628.14 583.90 44.24 100 628.30 584.80 43.51 99 628.73 587.23 41.51 98 628.87 588.00 40.87 97 629.20 589.87 39.34 96 629.34 590.67 38.67 95 629.54 591.77 37.77 94 629.75 592.95 36.80 93 630.18 595.41 34.78 92 630.69 598.28 32.41 91 630.80 598.88 31.92 90 630.83 599.06 31.77 89 630.98 599.87 31.10 88 631.13 600.76 30.38 87 631.22 601.24 29.98 85 631.37 602.11 29.26 84 631.52 602.91 28.61 86 631.33 601.85 29.48 83 631.78 604.40 27.38 82 631.91 605.10 26.81 81 631.96 605.42 26.54 80 632.02 605.75 26.27 79 632.05 605.92 26.13 78 632.11 606.23 25.88 77 632.14 606.39 25.74 76 632.21 606.83 25.39 75 632.31 607.37 24.94 74 632.34 607.53 24.80 73 632.38 607.76 24.62 72 632.44 608.06 24.38 71 632.58 608.79 23.79 70 632.82 610.06 22.76 69 633.04 611.19 21.85 68 633.16 611.78 21.37 67 633.25 612.26 20.99 66 633.33 612.70 20.63 65 633.50 613.59 19.91 64 633.80 615.12 18.68 63 633.98 616.09 17.89 62 634.18 617.10 17.08 61 634.37 618.09 16.28 60 634.52 618.54 15.98 59 634.89 619.64 15.25 58 635.12 620.33 14.79 57 635.25 620.70 14.54 56 635.40 621.16 14.24 55 635.55 621.61 13.94 54 635.63 621.84 13.79 53 635.81 622.38 13.43 52 635.92 622.71 13.21 51 636.07 623.15 12.92 50 636.22 623.58 12.63 49 636.29 623.79 12.49 S E O SO SE N S E O NO SO NE SE L=19.03m 50.8mm(2") L=22.80m 50.8mm(2") L=37.80m 50.8mm(2") L=17.49m 50.8mm(2") L=17.03m 50.8mm(2") L=19.42m 50.8mm(2") L=37.80m 50.8mm(2") L=13.04m 50.8mm(2") L=14.56m 50.8mm(2") L=17.46m 50.8mm(2") L=15.00m 50.8mm(2") L=40.85m 50.8mm(2") L=13.04m 50.8mm(2") L=31.32m 50.8mm(2") L=13.60m 50.8mm(2") L=18.44m 50.8mm(2") L=19.85m 50.8mm(2") L=41.24m 50.8mm(2") L=48.31m 50.8mm(2") L=3.16m 50.8mm(2") L=10.00m 50.8mm(2") L=13.60m 50.8mm(2") L=14.87m 50.8mm(2") L=8.06m 50.8mm(2") L=13.45m 50.8mm(2") L=4.47m 50.8mm(2") L=25.08m 50.8mm(2") L=5.39m 50.8mm(2") L=11.66m 50.8mm(2") L=5.66m 50.8mm(2") L=5.10m 50.8mm(2") L=2.83m 50.8mm(2") L=2.83m 50.8mm(2") L=7.28m 50.8mm(2") L=2.83m 50.8mm(2") L=9.06m 50.8mm(2") L=4.12m 50.8mm(2") L=5.39m 50.8mm(2") L=13.42m 50.8mm(2") L=23.09m 50.8mm(2") L=20.62m 50.8mm(2") L=10.77m 50.8mm(2") L=8.60m 50.8mm(2") L=8.06m 50.8mm(2") L=16.28m 50.8mm(2") L=27.73m 50.8mm(2") L=17.80m 50.8mm(2") L=18.44m 50.8mm(2") L=18.03m 50.8mm(2") L=14.32m 50.8mm(2") L=34.98m 50.8mm(2") L=21.90m 50.8mm(2") L=11.94m 50.8mm(2") L=14.48m 50.8mm(2") L=14.44m 50.8mm(2") L=16.97m 50.8mm(2") L=7.39m 50.8mm(2") L=10.61m 50.8mm(2") L=14.12m 50.8mm(2") L=13.60m 50.8mm(2") L=6.71m 50.8mm(2") OBRA: 1 : 100 ESCALA : REGIDURIA DE OBRAS PUBLICAS ENERO 2012 FECHA : CONSTRUCCION DEL SISTEMA DE AGUA POTABLE LOCALIDAD: SAN JOSÉ IXTAPAN ACOTACION: METROS PRESIDENTE MUNICIPAL: C. REGIDOR DE OBRAS: C. PLANO: 3-3 CORTE A -A' d 2 1/2" d 2 " d 1" Arena gruesa d 1/2" d 1/4" \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.50 \A1;1.00 Grava en greña Material graduado \A1;0.60 Vertedor Zampeado MURO I \A1;0.10 1 % Minimo \A1;2.10 \A1;0.20 CAJA COLECTORA Filtro de grava seleccionada Tubo perforado PVC 6" de d 3.00 5.00 3.00 M-2 M-2 Tubo de PVC de d 4 " L = 8.40 m A' A PLANTA M-1 Vertedor Zampeado 1.0 x 1.0 x 0.20 M REGISTRO \A1;0.30 \A1;1.00 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.80 \A1;0.40 \A1;1.50 \A1;0.30 Talud 1:10 Talud 1:10 MURO 2 (M-2) MURO 1 (M-1) SECCION DEL MURO ESCALA: S/E GALERIA FILTRANTE DETALLE DE PERFORACIONES Tubo de d 4" de PVC con perforaciones espaciados en tres bolillo a.c. 4 cm. TUBERIA MICROPERFORADA PERFORACIONES DE 3/8" de d 0.50 0.60 DEMASIAS 9,.20 5 4.00 m 4.40 m 1.00m 1.00m 1.00m 1.50 0.70m VARILLAS DE ANCLAJE PARA DESPLANTE DE CIMENTACIÓN A BASE DE VARILLA DEL #6 3/4" DE d @ 60 CM \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.40 MURO DE CONCRETO CICLOPEO A BASE DE CONCRETO F´C= 200 KG/CM2 + 30% PIEDRA DE PEPENA TAMAÑO MEDIANO . 3.40 3.40 3.00 3.00 2.60 2.60 2.5 0.20 PEND 1% ARENERO LINEA DE CONDUCCIÓ \A1;VALVULA LIMPIEZA VENTILACIÓN 1.20 1.20 ORIGINAL LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA PERFIL DE TERRENO NATURAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 13 553.99 539.00 14.99 14 553.97 537.00 16.97 12 553.99 540.00 13.99 11 554.02 543.00 11.02 8 554.12 547.00 7.12 26 553.81 539.00 14.81 25 553.81 540.00 13.81 7 554.32 550.00 4.32 9 554.10 548.00 6.10 22 553.85 539.50 14.35 21 553.86 546.00 7.86 23 553.81 544.00 9.81 24 553.81 546.69 7.12 20 553.87 549.00 4.87 30 554.25 547.00 7.25 27 554.26 551.00 3.26 10 554.10 547.15 6.95 5 554.33 551.00 3.33 6 554.32 547.00 7.32 3 554.64 554.00 0.64 4 554.64 551.00 3.64 2 554.69 554.57 0.12 15 554.30 553.00 1.30 16 554.14 553.00 1.14 29 554.25 549.34 4.91 28 554.25 550.00 4.25 1 554.71 554.71 0.00 17 554.10 549.00 5.10 18 554.09 547.00 7.09 19 554.08 545.00 9.08 L=77.39m L=95.19m L=22.85m L=53.00m L=87.42m L=36.69m L=58.18m L=75.27m L=32.65m L=60.72m L=81.61m L=83.01m L=42.49m L=9.84m L=73.74m L=53.66m L=59.36m L=48.04m L=32.08m L=102.57m L=81.23m L=10.67m L=62.13m L=49.99m L=2.03m L=85.15m L=53.15m L=59.20m L=73.76m 51 1 51 51 51 2 22°30' 22°30' 38 51 38 3 38 4, 6, 10, 14, 19, 24, 26, 29, 30 45° 38 38 51 5 38 51 7 11°15' 38 38 38 8 45° 38 38 9, 12, 13 22°30' 38 38 11, 17, 18, 25, 28 11°15' 22°30' 51 51 38 15 22°30' 22°30' 51 38 38 16 22°30' 38 38 38 20 22°30' 90° 38 38 21 22°30' 22°30' 38 38 38 23 38 38 38 27 LISTA DE PIEZAS ESPECIALES DESCRIPCION CANT. TEE DE P.V.C DIAMETRO 51 X 51 MM. (2" X 2"). 2.00 TEE DE P.V.C DIAMETRO 51 X 38 MM. (2" X 1 1/2"). 3.00 REDUCCION ESPIGA DE P.V.C DIAMETRO 38 X 51 MM. (1 1/2" X 2"). 5.00 CODO DE 22°30' DE P.V.C DIAMETRO 51 MM. (2").2.00 CODO DE 22°30' DE P.V.C DIAMETRO 38 MM. (1 1/2").12.00 TAPON CAMPANA DE P.V.C DIAMETRO 38 MM. (1 1/2"). 10.00 CODO DE 45° DE P.V.C DIAMETRO 51 MM. (2"). 1.00 ADAPTADOR DE P.V.C DIAMETRO 51 MM. (2"). 1.00 TEE DE P.V.C DIAMETRO 38 X 38 MM. (1 1/2" X 1 1/2"). 4.00 CODO DE 11°15' DE P.V.C DIAMETRO 38 MM. (1 1/2").1.00 CODO DE 45° DE P.V.C DIAMETRO 38 MM. (1 1/2"). 3.00 CODO DE 11°15' DE P.V.C DIAMETRO 51 MM. (2").1.00 CODO DE 90° DE P.V.C DIAMETRO 38 MM. (1 1/2"). 1.00 SIMBOLOGIA TUBERIA DE 38.1mm(1 1/2") ADAPTADOR CODO DE 11°15' CODO DE 11°15' CODO DE 22°30' CODO DE 45° CODO DE 45° CODO DE 90° CRUZ EXTREMIDAD CAMPANA EXTREMIDAD ESPIGA NO. NODO, COTA PIEZOMETRICA, TERRENO Y M.C.A. NUMERO DE CRUCERO TAPON CAMPANA TEE VALVULA DE SECCIONAMIENTO L=135m LONGITUD DE TRAMO EN METROS Q=120.17lps GASTO EN LITROS POR SEGUNDO 10 15 10 15 LORENZO CARRERA SANCHEZ ABEL HERNANDEZ MORALES VICTOR HERNANDEZ ALEJANDRO HERNANDEZ FELIX PERDIO DONSE SE UBICARA LA CAJA COLECTORA 10 15 10 15 LORENZO CARRERA SANCHEZ ABEL HERNANDEZ MORALES VICTOR HERNANDEZ ALEJANDRO HERNANDEZ FELIX PERDIO DONSE SE UBICARA LA CAJA COLECTORA N S E O NO SO NE SE SANTIAGO QUIOTEPEC LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MAX DIARIO GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS DATOS DE PROYECTO CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC MACROLOCALIZACION TEOTITLAN DE FLORES MAGON NOCHIXTLAN TELIXTLAHUACA OAXACA SANTIAGO QUIOTEPEC HUAJUAPAN DE LEON HUAUTLA DE JIMENEZ A PUEBLA UBICACION GEOGRAFICA DE LA CAJA COLECTORA CROQUIS DE LOCALIZACION DE LA OBRA DE CAPTACIÓN LINEA DE CONDUCCIÓN LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION LINEA DE CONDUCCION SIMBOLOGIA DATOS DE NODO LINEA DE CONDUCCION NUMERO DE CRUCERO CRUCERO MACROLOCALIZACION ESPECIFICACIONES MICROLOCALIZACION 1 649.41 649.41 0.00 10 LOCALIDAD: SANTIAGO QUIOTEPEC MUNICIPIO: DISTRITO: PROYECTO: PLANO: PLANTA DE LINEA PLP-LC ESCALA: 1:1000 FECHA: DEPENDENCIA EJECUTORA: PRESIDENTE MUNICIPAL GASTO MAX DIARIO GASTO MEDIO: GASTO MAX. HORARIO CAPTACION: REGULARIZACIÓN: DESINFECCIÓN: POBLACIÓN DE PROYECTO: POBLACIÓN ACTUAL: POBLACIÓN ULTIMO CENSO (2010): 217 HABITANTES 231 HABITANTES 271 HABITANTES 0.81 L.P.S 0.58 L.P.S 1.26 L.P.S CAJA COLECTORA TANQUE VENOCLISIS RESPONSABLE DE PROYECTO 0014 CODIGO INEGI VOLUMENES DE OBRA DATOS DE PROYECTO \LVER DETALLE 1 \LDETALLE 1 L=22.23m LONGITUD DE TUBERIA EN MTS 50.8mm(2") DIAMETRO DE TUBERIA -PARA LA LINEA DE CONDUCCION SE EMPLEARA TUBERIA TIPO Fo.Go. -SE LAVARA LA TUBERÍA ANTES DE PONERLA EN SERVICIO. -LOS CAMBIOS QUE SE HAGAN AL PRESENTE PROYECTO QUEDAN A JUCIO DEL RESIDENTE DE OBRA -DIMENSIONES EN CENTIMENTROS EXCEPTO LAS QUE INDIQUE EN OTRA UNIDAD ELEVACIONES Y CADENAMIENTOS EN METROS. -LA UNION DE LOS TRAMOS DE DIFERENTES DIAMETROS SE REALIZAN POR MEDIO DE LAS PIEZAS ESPECIALES. -SIEMPRE QUE SEA POSIBLE SE EMPLEARAN TRAMOS ENTEROS DE TUBO CONLAS LONGITUDES ORIGINALES DE FABRICA. -LOS CORTES QUE SEAN NECESARIOS SE HARAN PRECISAMENTE EN ANGULO RECTO CON RESPECTO A SU EJE LONGITUDINAL; EL DIAMETRO INTERIOR DEBERA QUEDAR LIBRE DE REBABAS. -PARA LAS CONEXIONES SE USARAN PIEZAS EN BUEN ESTADO, SIN NINGUN DEFECTO QUE IMPIDA EL BUEN FUNCIONAMIENTO DE LA TUBERIA. -LAS PRUEBAS DE LAS TUBERIAS SERAN HECHAS POR EL CONTRATISTA POR SU CUENTA, DE LAS OPERACIONES CORRESPONDIENTES Y CON LA APROBACION DEL INGENIERO. NO.PLANO: 1/1 DE CONDUCCION SEP. 2014 CONSTRUCCION DE SISTEMA DE AGUA POTABLE EN LA LOCALIDAD DE SANTIAGO QUIOTEPEC RIO TANQUE

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, conduction, distribution, drinking, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, line, storage, supply, tank, treatment plant, wasserversorgung, water