Proposed Potable Water / Drinking Water Project; Xalapa Del Marquez Oaxaca, Includes Construction Details Of Exhaust Valve, Hydrant Public DWG Full Project for AutoCAD

DRINKING WATER

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

produced by:, For the national water commission, Contract no., Of date:, draft:, drawing:, revised:, Ced. Prof., National Water Comission, revised:, Ing. Raymundo stop lucero, Ing.carlos vignon, Ing.reinaldo victorian lopez, Domarg integral consultancy constructions in general s.a de c.v, Domarg integral consultancy const. In gral s.a de c.v, Head of drinking water project, Sanitation in rural areas, Approved, date:, Sheet no .:, district:, region:, sanitation, Water director, Ing. Alvaro demetrio jarquin rojas, Ing. Antonio de jesus vasquez mendoza, managing Director, Dimension:, scale:, Drafting of executive projects of drinking water in, Attention to lower human development index communities, Meters, South pacific basin organization, sheet:, Drinking water management sanitation in rural areas, coast, Pochutla, Construction of the drinking water system, Plant profile, Uptown, Santo domingo de morelos, National Water Comission, with water, Project data, population, Project population, Economic period, growth rate, Coef. Var. daily, Coef. Var. schedule, Annual average annual expenditure, Daily maximum expenditure, Maximum hourly expenditure, Regularization, distribution, endowment, description, Cant, Hab., years, annual, Lps., Lps, catchment, driving, C. superficial, By pumping, with water, National Water Comission, Pipe of fo.go. Of diam, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name, Black, User waypoint, City, Symbol name

Raw text data extracted from CAD file:

SE NE SO NO O E S N ELABORADO POR: PARA LA COMISION NACIONAL DEL AGUA CONTRATO No. DE FECHA: PROYECTO: DIBUJO: REVISO: CED. PROF. COMISION NACIONAL DEL AGUA REVISO: PROSSAPYS-MMIDH 2 0 0 9 ING. RAYMUNDO PARADA LUCERO ING.CARLOS VIGNON ING.CARLOS VIGNON ING.REINALDO LOPEZ VICTORIANO ING.REINALDO LOPEZ VICTORIANO DOMARG ASESORIA INTEGRAL Y CONSTRUCCIONES EN GENERAL S.A DE C.V ————————————- ——————————————————— DOMARG ASESORIA INTEGRAL Y CONST. EN GRAL S.A DE C.V JEFE DE PROYECTO DE AGUA POTABLE Y SANEAMIENTO EN ZONAS RURALES Y APROBO FECHA: HOJA No.: DISTRITO: REGION: Y SANEAMIENTO DICIEMBRE/2009 DIRECTOR DE AGUA POTABLE,DRENAJE ING. ALVARO DEMETRIO JARQUIN ROJAS ING. ANTONIO DE JESUS VASQUEZ MENDOZA DIRECTOR GENERAL ACOTACION: ESCALA: ELABORACION DE ESTUDIOS Y PROYECTOS EJECUTIVOS DE AGUA POTABLE EN ATENCION A COMUNIDADES DE MENOR INDICE DE DESARROLLO HUMANO METROS C O M I S I O N N A C I O N A L D E L A G U A ORGANISMO DE CUENCA PACIFICO SUR HOJA: DIRECCION DE AGUA POTABLE Y SANEAMIENTO EN ZONAS RURALES 1 DE 1 1 COSTA POCHUTLA 1:1000 CONSTRUCCION DEL SISTEMA DE AGUA POTABLE PLANTA Y PERFIL BARRIO ALTO SANTO DOMINGO DE MORELOS Comision Nacional del Agua CONAGUA 10 ### LTS/HAB./DIA DATOS DE PROYECTO POBLACION 2009 POBLACION PROYECTO (2019) PERIODO ECONOMICO TASA DE CRECIMIENTO COEF. VAR. DIARIO COEF. VAR. HORARIO GASTO MEDIO DIARIO ANUAL GASTO MAXIMO DIARIO GASTO MAXIMO HORARIO REGULARIZACION DISTRIBUCION DOTACION DESCRIPCION CANT. ### HAB. ### HAB. ## AÑOS # % ANUAL ### ### #### LPS. ### LPS ### LPS CAPTACION CONDUCCION C. SUPERFICIAL POR BOMBEO POR BOMBEO POR BOMBEO 0.20 0.30 0.20 0.40 0.50 0.40 0.40 0.60 1.00 0.1 0.1 0.20 0.20 <>0 <>0 0.50 0.40 0.40 0.60 1.00 5 0.1000000000000227 0.20 5 CONAGUA Comision Nacional del Agua \A1;1.50 \A1;0.15 \A1;0.50 \A1;90 \A1;0.50 \A1;0.50 \A1;0.20 \A1;90 \A1;10 \A1;80 \A1;60 \A1;10 \A1;10 \A1;30 \A1;60 \A1;0.50 \A1;VARIABLE \A1;20 \A1;10 \A1;80 \A1;60 \A1;10 \A1;10 \A1;30 \A1;60 \A1;50 \A1;0.45 \A1;0.20 \A1;0.60 \A1;3.50 \A1;2.90 \A1;0.10 \A1;0.90 \A1;0.90 \A1;1.88 \A1;0.90 \A1;0.08 \A1;0.82 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.75 \A1;0.20 \A1;0.40 \A1;0.15 \A1;1.88 \A1;2.70 \A1;0.28 \A1;6.00 \A1;22.00 \A1;2.00 \A1;20″ \A1;12″ \A1;12″ \A1;381.7900 TUBERIA DE Fo.Go. C-40 DE 2 \S1/2;” DE DIAM \A1;1287.3469 TUBERIA DE Fo.Go. 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37.919 308 m City (Small) Symbol & Name Black 255 255 22-DIC-09 11:57:58AM User Waypoint N15 48.339 W96 37.921 308 m City (Small) Symbol & Name Black 256 256 22-DIC-09 11:58:40AM User Waypoint N15 48.347 W96 37.917 309 m City (Small) Symbol & Name Black 257 257 22-DIC-09 12:07:14PM User Waypoint N15 48.232 W96 38.322 244 m City (Small) Symbol & Name Black 258 258 22-DIC-09 12:07:19PM User Waypoint N15 48.229 W96 38.319 248 m City (Small) Symbol & Name Black 259 259 22-DIC-09 12:07:25PM User Waypoint N15 48.223 W96 38.314 252 m City (Small) Symbol & Name Black 260 260 22-DIC-09 12:07:32PM User Waypoint N15 48.218 W96 38.309 252 m City (Small) Symbol & Name Black 261 261 22-DIC-09 12:07:38PM User Waypoint N15 48.211 W96 38.306 255 m City (Small) Symbol & Name Black 262 262 22-DIC-09 12:07:43PM User Waypoint N15 48.205 W96 38.304 258 m City (Small) Symbol & Name Black 263 263 22-DIC-09 12:07:48PM User Waypoint N15 48.198 W96 38.303 260 m City (Small) Symbol & Name Black 264 264 22-DIC-09 12:07:54PM User Waypoint N15 48.191 W96 38.305 262 m City (Small) Symbol & Name Black 265 265 22-DIC-09 12:08:09PM User Waypoint N15 48.186 W96 38.307 263 m City (Small) Symbol & Name Black 266 266 22-DIC-09 12:08:17PM User Waypoint N15 48.182 W96 38.310 265 m City (Small) Symbol & Name Black A78 A78 23-DIC-09 1:22:00PM User Waypoint N15 47.609 W96 38.728 155 m City (Small) Symbol & Name Black Acceso Acceso 22-DIC-09 11:04:27AM User Waypoint N15 48.210 W96 39.153 222 m City (Small) Symbol & Name Black Agenc Agenc 22-DIC-09 9:37:04AM User Waypoint N15 47.677 W96 38.698 181 m City (Small) Symbol & Name Black Cfe Cfe 22-DIC-09 9:39:28AM User Waypoint N15 47.671 W96 38.717 184 m City (Small) Symbol & Name Black Cfe2 Cfe2 22-DIC-09 10:05:31AM User Waypoint N15 47.824 W96 38.822 168 m City (Small) Symbol & Name Black Escu Pri Escu Pri 22-DIC-09 9:57:12AM User Waypoint N15 47.739 W96 38.775 164 m City (Small) Symbol & Name Black Iglesia Iglesia 22-DIC-09 11:44:46AM User Waypoint N15 48.018 W96 38.722 191 m City (Small) Symbol & Name Black Losportillos Losportillos 22-DIC-09 11:56:22AM User Waypoint N15 48.385 W96 37.962 308 m City (Small) Symbol & Name Black Pinnegra Pinnegra 23-DIC-09 1:13:13PM User Waypoint N15 47.803 W96 38.793 168 m City (Small) Symbol & Name Black Pinroja Pinroja 23-DIC-09 1:12:16PM User Waypoint N15 47.817 W96 38.797 165 m City (Small) Symbol & Name Black Presco Presco 22-DIC-09 10:10:48AM User Waypoint N15 47.864 W96 38.904 171 m City (Small) Symbol & Name Black Pz2 Pz2 22-DIC-09 10:02:35AM User Waypoint N15 47.821 W96 38.788 171 m City (Small) Symbol & Name Black R78 R78 23-DIC-09 1:22:46PM User Waypoint N15 47.597 W96 38.727 156 m City (Small) Symbol & Name Black Ref Ref 22-DIC-09 11:58:44AM User Waypoint N15 48.348 W96 37.917 309 m City (Small) Symbol & Name Black Sev 2 Sev 2 23-DIC-09 1:28:27PM User Waypoint N15 47.654 W96 38.745 152 m City (Small) Symbol & Name Black SEV1 SEV1 23-DIC-09 1:20:55PM User Waypoint N15 47.604 W96 38.727 156 m City (Small) Symbol & Name Black SEV3 SEV3 23-DIC-09 1:08:35PM User Waypoint N15 47.810 W96 38.793 163 m City (Small) Symbol & Name Black Tele Sec Tele Sec 22-DIC-09 9:55:00AM User Waypoint N15 47.594 W96 38.716 160 m City (Small) Symbol & Name Black Tpon Tpon 22-DIC-09 11:30:54AM User Waypoint N15 48.153 W96 39.120 219 m City (Small) Symbol & Name Black Tq 2 Tq 2 22-DIC-09 12:51:06PM User Waypoint N15 48.395 W96 37.938 344 m City (Small) Symbol & Name Black Tq Prop Tq Prop 22-DIC-09 10:56:59AM User Waypoint N15 48.271 W96 39.236 273 m City (Small) Symbol & Name Black 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 SIMBOLOGIA TUBERIA DE 38.1mm(1 1/2″) CODO DE 45° CODO DE 90° HIDRANTE NUMERO DE CRUCERO 135m LONGITUD DE TRAMO MTS. Q=1.20 GASTO EN L.P.S. 2, 6, 8, 10, 11, 25, 26, 29, 31 58, 74 38 DETALLE DE PROTECCION DEL TANQUE DE ALMACENAMIENTO PROTECCION 1.50 0.15 (M. CICLONICA) CASTILLO DE 15×20 CM @ 4.00 MTS CADENA DE DESPLANTE DE 15×20 CM (CONCRETO F’C=150 KG/CM2) CADENA DE 15×20 CM (CONCRETO F’C=150 KG/CM2) 0.50 CADENA DE DESPLANTE DE 15×20 CM (CONCRETO F’C=150 KG/CM2) CADENA DE 15×20 CM (CONCRETO F’C=150 KG/CM2) 0.45 0.50 PLANTILLA 0.50 0.20 Y DEL POZO, CERCADO DE MALLA CICLONICA Y MURO DE TABICON CON CASTILLOS A CADA 4.00 MTS TUBULAR PARA ALOJAR MALLA CICLONICA 0.20 90 10 80 60 10 10 30 60 \A1;TER. NAT. \A1;PLANTILLA 5 cms. – CORTE – 0.50 VARIABLE 20 \A1;4 VARS d#3 \A1;CONCRETO f’c=150 kg/cm2 \A1;EST.d#2@20cms S/E ATRAQUES DE 0.60 CONCRETO HIDRAULICO \A1;TUBO DE FoGo CRUCEROS DE LA LINEA DE CONDUCCION 1+822.709 64 64 64×64 13 10 10 C.C 2+027.844 51 64×64 76 C.C C.C C.C 64×51 64 64 45° 38 mm 1 1/2″ DESCRIPCION CANTIDAD LISTA DE PIEZAS ESPECIALES EN LA RED DE DISTRIBUCION d CODO DE 45° FOGO PZAS 22 38 mm 1 1/2″ CODO DE 90° FOGO PZAS 8 DETALLE DE INSTALACION V. E. A 2 1 7 3 5 4 6 2 1 3 2 DETALLE DE INSTALACION DE DE DESFOGUE 2 8 5 VALVULA DE ADM. Y EXP. DE AIRE C/R DE 13 mm. (1/2″) DE DIAM. NIPLE DE Fo.Go. DE 10.0 CM REDUCCION BUSHING DE Fo.Go. NIPLE DE Fo.Go. DE 100 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 DESFOQUE Y V.E.A 1 TEE DE Fo.Go. C/R TUERCA UNION DE Fo.Go. 3 7 5 4 6 2 TAPON CACHUCHA DE FO.GO. 9 9 VALVULA DE SECC. T/COMP. C/R 8 DETALLE DE REGISTRO PARA V.E.A. \A1;APLANADO N O T A S – SE LAVARA LA TUBERIA ANTES DE PONERLA EN SERVICIO. – LAS CARGAS DISPONIBLES SE DETERMINARON A TANQUE VACIO – LAS DEFLEXIONES NO MARCADAS COMO CRUCERO SE DARAN CON LA TUBERIA. – LOS CAMBIOS QUE SE HAGAN A ESTE PROYECTO QUEDAN A JUICIO DEL RESIDENTE DE LA OBRA. 185 LTS/HAB./DIA 683 HAB. 833 HAB. 10 ANOS 2 % ANUAL 1.40 1.55 1.78 LPS. 2.50 LPS 3.88 LPS POZO BOMBEO RED DE DISTRIBUCION LINEA DE CONDUCCION CANTIDADES DE TUBERIA CONCEPTO CANT. 1,287.24 M MATERIAL d 2″ TUBERIA C-40 Fo.Go. CONCEPTO CANT. MATERIAL d DE 40 M³ GRAVEDAD 3,272.82 M 1 1/2″ TUBERIA C.40 Fo.Go. HIDRANTE PUBLICO 90°x2 1/2″ 64 64 16, 17, 24, 21, 34 36, 37, 41, 12, 15, 20, 27, f’c=100 kg/cm y 5cm de espesor. La cimentacion se construira sobre una plantilla de concreto de resistente de trabajo de W=10 ton/m . La cimentacion se proyecto para un terreno con capacidad agua a presion de tal manera que se obtenga un elemento superficie de la junta se limpiara con cepillo de alambre y En las juntas de colado antes de proceder al nuevo colado, la retiraran a los 20 dias, salvo en el caso de usar acelerantes. del colado, en cambio en losa de cubierta, losa de fondo se La cimbra en muros podra ser retirada a los cinco dias despues y muros) se le adicionara impermeabilizante integral. A todo el concreto del deposito (losa superior, losa de fondo El acero de refuerzo sera de varilla corrugada de gado de 2.54 cm (1″) todo el concreto sera vibrado y curado con revenimiento de 8 a 10 cm y tamano maximo del agre- El concreto sera dosificado para obtener un f’c= 200 Kg/cm monolitico. 2 – f’y=200 Kg/cm . con membrana. 2 – NOTAS – 2 – 2 90 10 80 60 10 10 30 60 \A1;TER. NAT. \A1;PLANTILLA 5 cms. DETALLE DE REGISTRO PARA VALVULA \A1;APLANADO 50 S / E DETALLE DE VENTILACION 38 38 C.C. C.C. 38 mm 1 1/2″ NIPLE DE CUERCA CORRIDA DE FOGO PZAS 5 VALVULA GLOBO ROSCABLE DE BRONCE PZAS 5 TAPON CACHUCHA DE FOGO PZAS 4 38 mm 1 1/2″ 38 mm 1 1/2″ TUERCA UNION DE FoGo PZAS 15 38 mm 1 1/2″ TEE DE FOGO PZA 2 38 mm 1 1/2″ TUBERIA DE FOGO C-40 MTS 3,272.82 38 mm 1 1/2″ VALVULA TUERCA UNION NIPLE DE CUERDA CORRIDA TAPON CAHUCHA DE FOGO 59.80 500.59 COTA DE TERRENO NATURAL CARGA DIPONIBLE Macahuite la Cruz 288 Vainilla del Palmar Negras Piedras Isidro Sn. El Coco La Florida 264 Hierba Santa o piedra del Sol Cerro Sn. Antonio MORELOS STO. DGO. DE Garzas Paso las Zapote o Escobilla Juan Boquita Cerro Palma El La Anona Las Pilas Larga Sto. Dgo. Bajos Trapiche Pilas Las El Ocote Las Cuevas 12 Hierba Santa Macahuiteca Cañada Brava Agostadero Negras Piedras Campana Cerro Las Cuevas POCHUTLA Zapote Roque 253 Alto Barrio SN. PEDRO LOCALIZACION L I N E A E S T A T I C A LINEA PIEZOMETRICA Q = 1.75 Lps V= 0.54 m/s S=0.032 ENVOLVENTE MINIMA ENVOLVENTE MAXIMA TANQUE DE 370 360 350 340 330 320 310 300 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 CARGA DE OPERACION CARGA DISPONIBLE COTA PIEZOMETRICA COTA DE TERRENO PERFIL DE LA LINEA DE CON. 2 DE 2 1/2″ ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 0+000.000 155.62 0+100.000 160.54 0+200.000 160.60 0+300.000 164.32 0+400.000 165.78 0+500.000 173.67 0+600.000 171.34 0+700.000 182.41 0+800.000 188.82 0+900.000 193.64 1+000.000 197.82 1+100.000 201.84 1+200.000 210.74 1+300.000 219.95 1+400.000 229.77 1+500.000 231.51 1+600.000 243.13 1+700.000 250.03 1+800.000 255.84 1+900.000 252.32 2+000.000 247.02 2+100.000 254.78 2+200.000 265.28 2+300.000 273.60 2+400.000 278.89 2+500.000 292.28 2+600.000 307.55 2+652.774 344.03 440 430 420 410 400 390 380 432.88 277.27 429.65 269.11 426.41 265.81 423.18 258.86 419.94 254.16 416.70 243.03 413.47 242.13 410.23 227.83 407.00 218.17 403.76 210.12 400.52 202.70 397.29 195.45 394.05 183.31 390.81 170.87 387.58 157.81 384.34 152.83 381.11 137.97 377.87 127.84 374.63 118.79 371.40 119.08 368.16 121.14 364.92 110.15 361.69 96.41 358.45 84.85 355.22 76.32 351.98 59.70 348.74 41.19 347.03 3.00 295.01 273.41 271.63 266.16 262.90 253.18 253.64 240.65 232.26 225.41 219.15 212.99 201.87 190.36 178.15 173.94 159.72 150.11 141.44 141.91 143.96 132.71 118.36 105.74 95.49 76.03 51.98 3.00 V E A 1 ALMACENAMIENTO POZO EST=1+822.709 EST=2+027.844 1+822.709 2+027.844 V.E.A. DESFOGUE 300 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 CARGA DE OPERACION CARGA DISPONIBLE CARGA DISPONIBLE COTA DE TERRENO PERFIL DE LA LINEA DE CONDUCCION 2 y 1 DE 2 1/2″ Y DE 2″ ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 0+000.000 155.62 326.09 170.47 0+100.000 160.54 323.11 162.57 0+200.000 160.60 320.13 159.53 0+300.000 164.32 317.15 152.84 0+400.000 175.24 314.18 138.93 0+500.000 187.92 311.20 123.28 0+600.000 174.88 308.22 133.34 0+700.000 170.65 305.24 134.59 0+800.000 176.03 302.26 126.24 0+900.000 177.94 299.28 121.35 1+000.000 179.35 296.31 116.96 1+100.000 187.48 293.33 105.85 1+200.000 204.23 290.35 86.12 1+300.000 214.42 287.37 72.95 1+400.000 223.45 284.39 60.94 1+500.000 226.19 281.42 55.22 1+600.000 241.71 278.44 36.73 1+669.136 273.38 276.38 3.00 177.19 170.55 168.72 163.17 150.34 135.69 146.66 148.73 141.07 136.74 132.76 121.85 102.07 88.49 75.58 68.15 46.15 3.00 4 80.65m 43.83m 70.01m 54.15m 115.12m 72.11m 141.51m 61.06m 222.33m 63.29m 120.28m 121.56m 31.06m 66.07m 60.42m 38.90m 59.55m 44.38m 88.01m 119.44m 123.91m 91.76m 65.19m 91.76m 129.56m 100.65m 26.91 29.07 30.41 87.46m 34.00 31.4 65.00m 37.66m 32.31 51.74m 86.37m 93.62m 39.62m 34.99m 110.89m 259.62m 82.86m 29.02 16.49 119.05m 12.37 35.23m 34.01m 62.97m 59.67 88.77m POSTE DE LUZ POSTE 2 FASES 168 166 175 20 182 188 190 196 200 152 204 206 208 214 216 221 233 237 238 245 247 256 141 137 15 2 41 44 46 48 52 55 57 59 60 66 69 74 79 84 89 37.49m 31.76 51.28m 72.34m 12.65 50.93m 24.32 14.53 93.71m 24.04m 43.05m 38.51 88.83m 59.66m 35.20m 63.09m 34.95m 11.35 103.30m 118.59m 35.69m 111.03m 259.83m 83.88m 29.68 17 126.71m 40.35 213.71m 114.85m 196.49m TUBERIA DE 50.8mm(2″) TUBERIA DE 63.5mm(2 1/2″) 99.76m 90.26m 65.12m 92.70m 131.13m 100.64m 25.86 28.14 30.70 81.37m 87.11m 34.12 33.07 63.99m 70.00m 313.48 77.48 38.39 398.56 38.39 398.56 313.48 77.48 38.39 398.56 313.48 77.48 313.48 77.48 313.48 77.48 313.48 77.48 313.48 77.48 313.48 77.48 313.48 77.48 38.39 398.56 38.39 398.56 ESC. TELESEC 2 FASES AGENCIA DE POLICIA PREESCOLAR 79 1 2 3 5 78 74 73 72 37 6 9 8 75 7 35 76 77 10 11 12 13 14 15 16 17 18 19 20 100 99 98 22 21 23 97 96 24 25 95 94 26 93 92 27 28 91 29 90 30 89 31 88 32 87 33 34 86 35 38 71 36 70 39 69 40 68 41 67 42 66 43 65 44 45 64 63 46 62 47 61 48 60 49 59 50 58 81 82 83 84 85 51 57 52 56 53 55 80 PREESCOLAR IGLESIA 157.30 55.97 166.19 47.28 177.73 36.29 173.88 39.15 172.92 39.89 191.19 21.47 186.62 28.54 172.20 49.06 178.21 46.22 177.49 48.02 179.65 50.18 184.46 46.71 44.36 188.25 23.86 208.73 26.59 213.06 216.47 28.59 216.66 30.85 229.40 25.77 32.02 223.15 25.03 230.12 224.59 30.56 36.56 218.58 225.55 36.14 261.84 7.77 0.000 273.38 CAPILLA 241.18 25.35 T1 T2 A LOS SEBASTIANES RED DE DISTRIBUCION 1 RED DE DISTRIBUCION 2 DE ESTE GASTO (2.71 LPS) QUE RESULTA DE LA SUMA ACUMULADA SOLO EL 40% SE DISTRIBUIRÁ PARA ESTE TRAMO DE RED CORRESPONDIENTE A LA RED 1, EL 30% DE DISTRIBUIRA PARA LA RED 2 Y EL OTRO 30% SE DISTRIBUIRÁ PARA LOS SEBASTIANES. QUE SE CONSIDERA PARA UNA SIGUIENTE ETAPA QUE NO FUE CONSIDERADA EN ESTE PROYECTO. Q=1.63 LPS Qacum=2.71 LPS Q=1.08 LPS Q=1.16 LPS 32.75 222.43 230.12 24.01 36.53 199.84 42.89 192.90 DE 2″ DE DIAM. CONDUCCION DE 2″ DE DIAM. CONDUCCION DE 2″ DE DIAM. CONDUCCION DE 2″ DE DIAM. CONDUCCION DIESTRIBUCION DE1 1/2″ DE DIAM DIESTRIBUCION DE1 1/2″ DE DIAM DIESTRIBUCION DE1 1/2″ DE DIAM DIESTRIBUCION DE1 1/2″ DE DIAM DE 2 1/2″ DE DIAM. CONDUCCION DE 2 1/2″ DE DIAM. CONDUCCION DIESTRIBUCION DE1 1/2″ DE DIAM CAP. 10 M3 CAP. 30 M3 82, 86, 89, 96, 99, 38 79, 80, 85, 100 90° 38 38 CRUCEROS DE LA RED DE DISTRIBUCION 94 38 38 C.C. 88, 91, 94 56, 60, 61, 66, 59 38 45° 38 62, 63, 65, 67, 72 75, 81, 83,96 89 91, 94, 95 96, 87 88, 93 \A1; VER DISEÑO DEL CRUCERO 6 “LINEA DE CONDUCCION” DEL CRUCERO 74 VER DETALLE RED DE DISTRIBUCION 37, 38, 40, 41, 43, 48, 49, 52 51 45° 90°x2″ 51 51 16, 17, 24, 21, 34 48, 49, 52, 42, 44, 46, 47, 50 TEE DE FoGo PZAS 2 PZAS 1 64 mm 2 1/2″ TAPON CACHUCHA DE FO.GO PZAS 1 TUERCA UNION DE Fo.Go. PZAS PZAS 10 DESCRIPCION SIMBOLO CANTIDAD LISTA DE PIEZAS ESPECIALES EN LA LINEA DE CONDUCCION d CODO DE 45° DE Fo.Go. PZAS 16 2 C.C. = NIPLE DE CUERDA CORRIDA PZAS VALVULA CHECK DE Fo.Fo. 64 mm 2 1/2″ 51 mm 2″ 51 mm 2″ 64 mm 2 1/2″ 51 mm 2″ PZAS 5 CODO DE 90° DE Fo.Go. 64 mm 2 1/2″ REDUCCION BUSHING DE Fo.Go. PZAS 3 2 1/2″ x 2″ 6 64 51 C.C. C.C. 64 CRUCERO No. 6 LINEA DE COND. YEE DE FoGo 64 mm 2 1/2″ 2 NIPLE DE 10 CM DE Fo. Go. PZAS 13 mm 1/2″ 51 mm 2″ CODO DE 45° DE FO.Go. PZAS 16 PZAS 5 CODO DE 90° DE Fo.Go. 51mm 2″ REDUCCION BUSHING DE Fo.Go. PZAS 1 2″ x 1/2″ TUERCA UNION DE Fo.Go. PZAS 10 51 mm 2″ PZAS 1 VALVULA DE VASTAGO FIJO 64 mm 2 1/2″ PZAS 1 VALVULA DE VASTAGO FIJO 51 mm 2″ PZAS 1 VALVULA COMPUERTA BRONCE 13 mm 1/2″ PZAS 1 VALVULA EXPULSORA DE AIRE 51 mm 2″ PZAS 1 PZAS 1 VALVULA COMPUERTA BRONCE 51 mm 2″ 4 NIPLE DE CUERDA CORRIDA PZAS 64 mm 2 1/2″ PZAS 1 VALVULA CHECK DE Fo.Fo. 64 mm 2 1/2″ 51 POZO A SAN ISIDRO PALMAR PARA UNA SIG ETAPA MAMPARA PIEZAS ESPECIALES CONCEPTO CANT. MATERIAL d CODO DE 90 1.00 PZA Fo.Go. NIPLE DE 20 CM 3.00 PZS Fo.Go. TEE 2.00 PZS Fo.Go. NIPLE DE 10 CM 4.00 PZS Fo.Go. VALVULA EXPULSORA DE AIRE 1.00 PZA Fo.Fo. VALVULA ROSCABLE 2.00 PZS BRONCE NIPLE DE 10 CM 2.00 PZS Fo.Go. MANOMETRO VAL CONTRA GOLPE DE ARIETE VAL. DE VASTAGO FIJO TEE 1.00 PZA — 1.00 PZA Fo.Fo. 2.00 PZS Fo.Fo. Fo.Fo. 2.00 PZS CODO DE 45 2.00 PZS 2″ Fo.Go. 2″ 2″ 2″ 1/2″ 1/2″ 1/2″ 2″ 3/8″ 2″ 2″ 2″ TUERCA UNION 1.00 PZA 2″ Fo.Go. VALVULA CHECK 1.00 PZA 2″ Fo.Fo. 13 2 11 11 17 10 8 21 1 3 13 14 3 5 4 4 7 6 7 6 15 4 9 12 12 NUMERO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 REDUC. BUSHING 2.00 PZS 2×1/2″ Fo.Go. 15 16 MEDIDOR DE GASTO 1.00 PZA 2″ Fo.Go. 16 MULTIPLE DE DESCARGA 18 CARRETE LARGO 1.00 PZS Fo.Fo. 2″ 17 CARRETE CORTO 1.00 PZS Fo.Fo. 18 2″ BRIDA ROSCABLE 2.00 PZA Fo.Fo. 20 2″ ABRAZADERA 1.00 PZA PVC 21 2″x1/2″ MAMPARA DE CONTROLES CONTROLES 60 kg Bomba dosificadora Contacto val de inyeccion PVC de 1/2″ Nivel de cloro Malla 0.25″ CARCAMO DE BOMBEO EN EL MANANTIAL 3.50 MAMPARA K K 2.90 0.10 0.90 0.90 1.88 0.90 0.08 0.82 0.10 0.60 0.15 0.75 Armado Var. #3 @ 20 cm. En ambos sentidos. DETALLE DE MAMPARA 0.20 0.40 0.15 1.88 2.70 U ACERO DE REFUERZO DEL No 3 KG 81.80 MURO DE TABICON DE 14 CM DE ESPESOR M2 5.44 CONCRETO F’C=200 KG/CM2 M3 1.28 APLANADO FINO EN MUROS M2 11.40 PUERTA DE LAMINA M2 21.76 PZ 1.00 ACERO DE REFUERZO DEL No. 2 (ALAMBRON) KG 10.00 CANT. DESCRIPCION DEL CONCEPTO CANT. DE OBRA. PLATAFORMA Y MAMPARA PINTURA EN PLAFORNES, DOS MANOS #3 @ 20 cms 0.28 de cloro 6.00 22.00 2.00 DETALLE DE POZO S/E 20″ 12″ 12″ POZO L I N E A E S T A T I C A LINEA PIEZOMETRICA Q = 0.75 Lps V= 037 m/s S=0.061 ENVOLVENTE MINIMA ENVOLVENTE MAXIMA 350 340 330 320 <> TUBERIA DE Fo.Go. C-40 DE 2 \S1/2;” DE DIAM <> TUBERIA DE Fo.Go. C-40 DE 2″ DE DIAM EST=0+381.79 LINEA DE CONDUCCION 1 LINEA DE CONDUCCION 2 POZO REDUCCION CAMPANA 1.00 PZA Fo.Go. 2 1/2″ x 2″ 2,658.80 M 2 1/2″ TUBERIA C-40 Fo.Go. \W9.16869; \W5.41660; RECOMEDACIONES GENERALES PARA LA PERFORACION DEL \W9.33232; POZO DE 30.00 METROS DE PROFUNDIDAD. \W9.11854; \W4.20973; 1)EL METODO A UTILIZAR. PARA LA PERFORACION DEL POZO SE \W4.20973; UTILIZARÁ EL METODO POR PERCUSION, UTILIZAR UNA \W4.20973; MAQUINARIA QUE PERFORE ROCA DE GRANODIORITA \W4.20973; FRACTURADA QUE TIENE UNA RESISTENCIA DE 126-215 -M. YA \W4.20973; QUE EN EL LUGAR SE ENCONTRARÁN BOLEOS DE ESTE TIPO DE \W4.20973; MATERIAL CON DIAMETROS APROXIMADO DE 50 A 60 CM. SE \W4.20973; RECOMIENDA VERIFICAR LAS RECOMENDACIONES DEL ESTUDIO \W4.20973; DE GEOFISICA CORRESPONDIENTE AL PROYECTO. \W9.19325; \W4.31915; 2)SELLO SANITARIO: PERFORACIÓN CON BARRENAS DE 10” Y \W4.31915; HASTA 14” DE DIÁMETRO Y TUBOS DE 4 1/2” DE DIÁMETRO, \W4.31915; PARA DETERMINAR CUALES ESTRATOS SE PRESENTAN AL \W4.31915; PRINCIPIO DE LA OBRA Y DEFINIR SI EL PRE-TUBO SE COLOCA \W4.31915; EN REGULACIÓN CON LAS NORMAS SANITARIAS. \W9.16869; \W4.27660; 3)PERFORACIÓN: LOS METROS SIGUIENTES SE PERFORAN, EN UN \W4.27660; DIÁMETRO MÁS PEQUEÑO CON LAS HERRAMIENTAS \W4.27660; APROPIADAS HASTA LA PROFUNDIDAD PREVISTA EN EL \W4.27660; ESTUDIO GEOHIDROLOGICO Y DEPENDIENDO DE LO QUE SE \W4.27660; ENCUENTRA (CANTIDAD DE AGUA) PUEDE SER MENOS O MÁS \W4.27660; PROFUNDA. DURANTE TODA LA PERFORACIÓN SE SIGUE EL \W4.27660; DESARROLLO Y LA LIMPIEZA DEL POZO CON EL SISTEMA DE \W4.27660; PERCUSIÓN. \W9.11854; \W4.44377; 4)ENTUBACIÓN (ENCAMISADO): A LA PROFUNDIDAD NECESARIA \W4.44377; Y EN ACUERDO CON EL AL RESIDENTE DE OBRA SE PROCEDE A \W4.44377; LA ENTUBACIÓN. EN LA MAYORÍA DE LOS CASOS SE UTILIZA \W4.44377; TUBO DE PVC DE 5” HASTA 10”. \W9.11854; \W4.21277; 5)COLOCACIÓN DEL FILTRO: EL FILTRO DE GRAVA SE COLOCA \W4.21277; POR GRAVITACIÓN A PARTIR DE LA SUPERFICIE ENTRE EL \W4.21277; DIÁMETRO INTERNO DEL POZO Y AFUERA DE LA CAMISA AL \W4.21277; FRENTE DE LAS RAYAS. LA GRAVA QUE PUDE UTILIZARSE ES \W4.21277; UNA GRAVA DE RÍO REDONDA, FILTRADA Y CALIBRADA TAMAÑO \W4.21277; MÁXIMO DE ¼”,1/2” A 1”. \W9.19325; \W4.31611; 6)TERMINO DE PERFORACION. AL TERMINAR LA PERFORACIÓN \W4.31611; DEL POZO SE UTILIZARA DISPERSOR DE ARCILLA PARA PODER \W4.31611; DILUIR LOS GRANOS ARCILLOSOS DEL MISMO. \W9.11854; \W4.27964; 7)LAVADO DEL POZO.- SE HARÁ A BASE DE INYECTARLE AGUA \W4.27964; LIMPIA AL POZO POR MEDIO DEL EQUIPO DE BOMBEO, HASTA \W4.27964; LA PROFUNDIDAD DE LOS 30 M. EL LAVADO ES PARA RETIRAR \W4.27964; TODO EL LODO BENTONITICO QUE SE ESTA ADHIRIENDO A LAS \W4.27964; PAREDES DEL POZO Y DE LOS TUBOS. \W9.19325; \W4.35123; 8)EN LA PARTE SUPERIOR DEL POZO DE 0 A 6 METROS DE \W4.35123; PROFUNDIDAD SE COLOCARA TUBO LISO DE 20”x1/2” TENIENDO \W4.35123; LA FUNCIÓN DE CONTRA-ADEME O BROCAL DEL POZO Y \W4.35123; ADEMÁS SIRVIENDO COMO SELLO SANITARIO YA QUE SE \W4.35123; CEMENTARA EL ESPACIO ANULAR QUE FORMAN LA PARED DEL \W4.35123; POZO Y EL PROPIO TUBO. DESCRIPCION SIMBOLO CANTIDAD ML PZAS PZAS 2 1 PZAS 2 TUBERIA DE Fo.Go. C-40 VALVULA DE SECC. VASTAGO FIJO TUERCA UNION DE Fo.Go. NIPLE DE Fo.Go.100 mm CODO DE Fo.Go. DE 90° 19.20 1 PZA ADAPTADOR ESPIGA TEE DE Fo.Go. DE CODO DE Fo.Go. DE 45° 2 PZA PZA 1 LISTA DE PIEZAS ESPECIALES EN TANQUES SUPERFICIALES DE 10 M3 DE CAPACIDAD 64 mm (3″x3″) 64 mm 4″ 50 mm 2″ 50 mm 2″ 50 mm 2″ 50 mm 2″ 50 mm 2″ DIAMETRO d 1.50 45°x2″ 45°x2″ 0.30 1.50 LLEGADA 3″x3″ 90°x3″ 0.10 0.10 90°x3″ 0.50 3″ 0.10 0.50 0.50 3.00 0.50 2″ 2″ SALIDA A LA RED LIMPIEZA q p DETALLE 2 d o o q p NAmax ELEVACION escalera marina plantilla e g f p q armado horizontal PLANTA DE DEPOSITO o G1 C2 F1 B1 B1 C2 o G1 F1 F1 C2 B1 f armado vertical ELEVACION DEPOSITO g G2 D1 B1 B1 B1 D2 D2 o d e registro A2 A1 A2 A1 En el analisis se considero un coeficiente sismico de 0.052. – a f’c=100 kg/cm y 5cm de espesor. La cimentacion se construira sobre una plantilla de concreto de resistente de trabajo de W=10 ton/m . La cimentacion se proyecto para un terreno con capacidad agua a presion de tal manera que se obtenga un elemento superficie de la junta se limpiara con cepillo de alambre y En las juntas de colado antes de proceder al nuevo colado, la retiraran a los 20 dias, salvo en el caso de usar acelerantes. del colado, en cambio en losa de cubierta, losa de fondo se La cimbra en muros podra ser retirada a los cinco dias despues y muros) se le adicionara impermeabilizante integral. A todo el concreto del deposito (losa superior, losa de fondo El acero de refuerzo sera de varilla corrugada de gado de 2.54 cm (1″) todo el concreto sera vibrado y curado con revenimiento de 8 a 10 cm y tamano maximo del agre- El concreto sera dosificado para obtener un f’c= 175 Kg/cm Acotaciones en cms. excepto las indicadas en otra unidad. G1 C2 F1 B1 G1 monolitico. 2 – f’y=200 Kg/cm . con membrana. 2 – NOTAS – CAPACIDAD 10m a kgs. mts. cms. mts. C2 F1 G2 b a P E S O LONGITUD CANTIDAD SEPARACION DIMENSION 0.10 34 60 2.50 22 @25 cms. o B1 CROQUIS DIAMETRO CLAVE 0.10 A1 #3 0.10 73 73 1.20 52 @20 81 2.50 2.50 18 @30 144 0.50 78 140 2.50 40 @25 0.25 54 96 2.50 32 @30 a 0.10 A2 3 #4 0.25 0.25 #3 B1 b a 0.50 #3 C2 #3 D1 2 2 @30 18 2.50 49 27 0.10 49 2.50 2.50 8 @30 88 32 58 1.00 0.80 32 @30 a b D2 #3 b 0.50 0.50 #3 F1 #3 G2 b a VALVULA DE SECC. VASTAGO FIJO 1 PZA 76 mm 3″ BRIDA ROSCABLE DE FoFo 2 PZA 50 mm 2″ BRIDA ROSCALBE DE FoFo 2 PZA 76 mm 3″ TANQUE DE 10 Y 30 M3 d o o q p NAmax ENTRADA Y SALIDA escalera marina plantilla e g f 2 PZA 64 mm 3″ TANQUE DE REGULARIZACION NIPLE DE Fo.Go.500 mm 2 PZA 64 mm 3″ 0.90 0.10 0.80 0.60 0.10 0.10 VARIABLE 0.60 \A1;T.N. \A1;PLANTILLA 5 cms. 0.20 0.20 escalera tipo alberca 20 CM 2.90 3″ ESCALERA TIPO ALBERCA \A1;LOSA DE CUBIERTA S / E DETALLE DE GOTERO Y CHAFLAN \A1;CHAFLAN \A1;GOTERO \A1;MURO DE TANQUE 0.20 ESCALERA TIPO ALBERCA DEMACIAS CAPACIDAD 30m cms. cms. mts. mts. kgs. 32 CANTIDAD a b DIMENSION LONGITUD P E S O 0.10 3.70 125 70 DIAMETRO CLAVE SEPARACION A1 #3 @25 26 76 0.10 129 129 1.50 3.70 2.50 265 148 A2 #4 @20 3 B1 #3 @30 46 52 0.50 3.70 245 137 0.25 3.00 268 94 C2 #3 @25 D1 #3 @30 26 10 0.10 57 102 3.70 3.70 3.70 158 88 @30 #3 D2 F1 #3 @30 48 0.90 1.20 101 101 G2 #3 @30 Comision Nacional del Agua CONAGUA Comision Nacional del Agua CONAGUA Comision Nacional del Agua CONAGUA 5 TUBERIA DE 2 1/2″ CONCEPTO CANT. MATERIAL d TEE 1.00 PZA Fo.Go. NIPLE DE 20 CM 3.00 PZS Fo.Go. TEE 2.00 PZS Fo.Go. NIPLE DE 10 CM 4.00 PZS Fo.Go. VALVULA EXPULSORA DE AIRE 1.00 PZA Fo.Fo. VALVULA ROSCABLE 2.00 PZS BRONCE NIPLE DE 10 CM 2.00 PZS Fo.Go. MANOMETRO VAL CONTRA GOLPE DE ARIETE VAL. DE VASTAGO FIJO TEE 1.00 PZA — 1.00 PZA Fo.Fo. 2.00 PZS Fo.Fo. Fo.Fo. 1.00 PZS CODO DE 45 2.00 PZS 3″ Fo.Go. 2 1/2″ 3″ 3″ 1/2″ 1/2″ 1/2″ 3″ 3/8″ 2″ 3″ 3″ TUERCA UNION 1.00 PZA 3″ Fo.Go. VALVULA CHECK 1.00 PZA 3″ Fo.Fo. NUMERO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 REDUC. BUSHING 2.00 PZS 3×1/2″ Fo.Go. 15 MEDIDOR DE GASTO 1.00 PZA 3″ Fo.Go. 16 CARRETE LARGO 1.00 PZS Fo.Fo. 3″ 17 CARRETE CORTO 1.00 PZS Fo.Fo. 18 3″ TEE CON REDUCCION 1.00 PZA Fo.Fo. 19 3″x 2″ BRIDA ROSCABLE 2.00 PZA Fo.Fo. 20 3″ ABRAZADERA 1.00 PZA PVC 21 3″x1/2″ 2 3 4 6 7 4 11 8 9 10 12 1 1 DETALLE DEL CRUCERO DE LINEA DE CONDUCCION LOS SEBASTIANES AL TQ. NUM 2 AL TQ. NUM 2 TUBERIA DE 2 1/2″ 2 3 1 DETALLE DEL CRUCERO DE LINEA DE CONDUCCION EN EL CRUCERO NUM 6, FRENTE A LA CAPILLA LOS SEBASTIANES AL TQ. NUM 2 AL TQ. NUM 1 5 TUBERIA DE 2 1/2″ 2 3 4 6 4 11 9 10 12 1 1 DETALLE DEL CRUCERO DE LINEA DE CONDUCCION LOS SEBASTIANES AL TQ. NUM 2 AL TQ. NUM 2 7 8 9 10 11 8 5 4 6 1 CONCEPTO MATERIAL d TUBERIA Fo.Go. YEE Fo.Go. NIPLE DE CUERDA CORRIDA Fo.Go. BRIDA ROSCADA Fo.Fo. VALVULA COMPUERTA V. FIJO Fo.Fo. VALVULA CHECK Fo.Fo. REDUCCION BUSHING Fo.Go. VALVULA COMPUERTA V. FIJO VAL CONTRA GOLPE DE ARIETE TUBERIA Fo.Fo. Fo.Fo. Fo.Go. 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ x 2″ 2″ 2″ 2″ BRIDA ROSCABLE 2″ Fo.Fo. NUMERO 1 2 3 4 5 6 7 8 9 10 11 TUBERIA DE 2″ Comision Nacional del Agua CONAGUA DONDE SE REALIZÓ EL SONDEO ELECTRICO VERTICAL NUM 3 12.0 HRS. DE BOMBEO 12.0 HRS. DE BOMBEO 156.33 B.N. 1 157.56 B.N. 2 RAMAL ELEC. 100.00 M. a b c d e f g o p q r DIMENSION CAPACIDAD (M ) 3 10 20 370 22 326 10 30 200 15 15 230 260 30 30 40 500 350 30 15 320 15 200 30 10 456 22 540 380 30 15 350 15 250 30 10 496 22 560 395 30 15 365 15 300 30 10 516 22 TUBERIA DE 2 1/2″ 2 3 1 LOS SEBASTIANES AL TQ. NUM 2 AL TQ. NUM 1 7 8 9 10 11 8 5 4 6 1 CONCEPTO MATERIAL d TUBERIA Fo.Go. YEE Fo.Go. NIPLE DE CUERDA CORRIDA Fo.Go. BRIDA ROSCADA Fo.Fo. VALVULA COMPUERTA V. FIJO Fo.Fo. VALVULA CHECK Fo.Fo. REDUCCION BUSHING Fo.Go. VALVULA COMPUERTA V. FIJO VAL CONTRA GOLPE DE ARIETE TUBERIA Fo.Fo. Fo.Fo. Fo.Go. 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ 2 1/2″ x 2″ 2″ 2″ 2″ BRIDA ROSCABLE 2″ Fo.Fo. NUMERO 1 2 3 4 5 6 7 8 9 10 11 TUBERIA DE 2″ 12.0 HRS. DE BOMBEO 12.0 HRS. DE BOMBEO DETALLE DEL CRUCERO DE LINEA DE CONDUCCION EN EL CRUCERO NUM 6, FRENTE A LA CAPILLA PARA ALIMENTAR A AMBOS TANQUES DE ALMACENAMIENTO AL TQ DE 10 M3 AL TQ. DE 30 M3 1 DE 3 1 COSTA POCHUTLA 1:2,500 CONSTRUCCION DEL SISTEMA DE AGUA POTABLE PLANTA DE LA LINEA DE CONDUCCION Y RED DE DISTRIBUCION YERBASANTA SANTO DOMINGO DE MORELOS ING. RAYMUNDO PARADA LUCERO 6180506 ING.HERON PERALTA CRUZ ING.REINALDO LOPEZ VICTORIANO ING.REINALDO LOPEZ VICTORIANO DOMARG ASESORIA INT. Y CONSTRUCCIONES EN GENERAL S.A DE C.V 11 DE SEPTIEMBRE DEL 2009 SGAPDS-OCPS-OAX-09-EP-096-RF-LP DOMARG ASESORIA INT. Y CONST. EN GRAL S.A DE C.V 2 DE 3 2 COSTA POCHUTLA 1:2,500 CONSTRUCCION DEL SISTEMA DE AGUA POTABLE PERFIL DE LA LINEA DE CONDUCCION 2 Y 1 Y TANQUE DE ALMACENAMIENTO YERBASANTA SANTO DOMINGO DE MORELOS ING. RAYMUNDO PARADA LUCERO 6180506 ING.HERON PERALTA CRUZ ING.REINALDO LOPEZ VICTORIANO ING.REINALDO LOPEZ VICTORIANO DOMARG ASESORIA INT. Y CONSTRUCCIONES EN GENERAL S.A DE C.V 11 DE SEPTIEMBRE DEL 2009 SGAPDS-OCPS-OAX-09-EP-096-RF-LP DOMARG ASESORIA INT. Y CONST. EN GRAL S.A DE C.V 1005×610 1165×610 3 DE 3 3 COSTA POCHUTLA 1:2,500 CONSTRUCCION DEL SISTEMA DE AGUA POTABLE TANQUE DE ALMACENAMIENTO 10 Y 30 M3 YERBASANTA SANTO DOMINGO DE MORELOS ING. RAYMUNDO PARADA LUCERO 6180506 ING.HERON PERALTA CRUZ ING.REINALDO LOPEZ VICTORIANO ING.REINALDO LOPEZ VICTORIANO DOMARG ASESORIA INT. Y CONSTRUCCIONES EN GENERAL S.A DE C.V 11 DE SEPTIEMBRE DEL 2009 SGAPDS-OCPS-OAX-09-EP-096-RF-LP DOMARG ASESORIA INT. Y CONST. EN GRAL S.A DE C.V 800×610