Design Of A Water System DWG Block for AutoCAD

DESIGN OF DRIVING; DISTRIBUTION; TANK ROMPEPRESIONES; RESERVOIR

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

chap, Union cap, chap, Damaged tanq, Reserve tank, cairn, Taq, Desi, Des fin, Taq, Taq, Taq, catchment, Cpt, Tq bad soul, your B, Union, your B, school, Reserve tank, possible, possible, court, possible, High uptake, Abscised, Quotas, draft, ground, Hydraulic data, Cut filling, points, Hcpch piping start, Pvc mm mpa, Type of irons, From reservoir module annex, Valve box detail input, Pvc pipe mm mpa, Comes from main driving, Mm., draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Natural terrain line, Line of solera, Absc section, scale, Channel section, Pvc band cm, Wood strips, Pvc band placement detail, Pvc band cm, chap, its T, its T, this C, Union cap, chap, chap, this C, Damaged tanq, this C, Reserve tank, this C, this C, this C, this C, this C, this C, this C, its T, this C, Estc, this C, this C, this C, this C, this C, school, possible, possible, court, possible, Pvc mm, Pvc mm mpa, Pvc mm, Trp, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, branch, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm, Pvc mm mpa, branch, Psi flex tube, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Psi flex tube, Pvc mm mpa, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, valve, gate, Pvc mm mpa, Via ayanquil, Of February of, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Municipality of canton penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February of, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Municipality of canton penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February of, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Municipality of canton penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February of, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Municipality of canton penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February of, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Municipality of canton penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Unase, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, First capture until the union with other catchments, Uptake to the junction with other catchments, Union pipes to the mojon, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Natural terrain line, Pipe line, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Pipe line

Raw text data extracted from CAD file:

\A1;3.6056 CAP 1 TANQ1 TANQ2 TANQUE3 UNION CAP CAP 2 CAP 3 TANQ DAÑADO TANQUE DE RESERVA MOJON 2953.00 142 142 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 TAQ 1 CP1 CP1 CP1 DES INI DES FIN CP1 TAQ 2 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 TAQ 3 CP1 CP1 CP1 CP1 CP1 CP1 CP1 TAQ 4 CP1 CP1 CP1 CP1 CP2 CP2 CP2 CP2 CP2 CP2 CAPTACION 2 CAPTACION 3 CP3 CP3 CP3 CP3 CP3 UN2CAPTA CPT CPT CPT CPT TQ ALMA MALO TUB TUB TUB TUB TUB TUB UNION 3CAP TUB ESCUELA TANQUE RESERVA 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 39 40 40 41 42 POSIBLE 43 44 45 46 47 48 49 50 51 52 53 54 POSIBLE 55 56 57 58 59 60 61 62 CANCHA 63 64 POSIBLE 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 CAPTACION 1 ALTA CP1 CP1 5 UN2 CP2 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 CP1 2880 2875 2870 2865 2860 ABSCISADO COTAS PROYECTO TERRENO DATOS HIDRAULICOS CORTE / RELLENO PUNTOS J = 0.007 m/m Q = 20 ltrs/seg m/m V = 1.07 m/seg 2917.38 2+805.89 2880.00 2+864.55 2915.45 2+900.96 2915.60 2+947.56 2915.19 3+024.62 2878.10 3+190.69 2913.81 3+234.26 2913.22 3+324.48 2912.73 3+398.89 2912.42 3+446.69 2912.07 3+499.92 2911.71 3+553.59 2911.44 3+595.21 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 2916.58 2879.20 2914.65 2914.80 2914.39 2877.30 2913.01 2912.42 2911.93 2911.62 2911.27 2910.91 2910.64 INICIO COLOCACION DE TUBERIA DEL HCPCH L = 1412.00mtr CS5 PVC D= 50 mm 1.00 MPa L=35.00 m Q= 0.95 l/s V=0.58 m/s TIPO DE HIERROS DESDE RESERVORIO A MODULO 3-4 ANEXO H - H DETALLE CAJA DE VALVULAS DE ENTRADA TUBO PVC 160 mm 1.00 Mpa VIENE DE CONDUCCION PRINCIPAL L= 335 m B= 0.30 mm. Q= 20 l/s V= 1.0 m/s J= 0.006 m/m 2720 2730 2740 2750 2745.20 PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO 2782.90 ABSCISADO 0+000.00 LINEA NATURAL DEL TERRENO LINEA DE SOLERA 0.50 0.50 0.50 0.50 0.50 2860 2870 TRAMO ABSC 0+0+000 A 0+335 ESCALA ................................0.:50 SECCION DE CANAL BANDA PVC e= 10 cm L=1.10 m TIRAS DE MADERA e= 2.0cm DETALLE DE COLOCACION DE BANDA PVC BANDA PVC e= 10 cm L=1.10 m 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+330 0+335 2783.40 2782.90 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 2783.40 2782.90 0.50 \A1;0.20 \A1;1.00 \A1;2.6 \A1;2.6 \A1;2.6 \A1;0.9 \A1;0.5 \A1;0.30 \A1;45° \A1;2.0 \A1;1.00 \A1;1.15 \A1;0.80 \A1;1.10 \A1;0.15 \A1;0.3 \A1;0.15 \A1;0.8 \A1;0.8 \A1;1.1 \A1;0.1 \A1;0.1 \A1;0.4 \A1;0.6 \A1;0.50 \A1;0.4 \A1;0.4 \A1;0.5 \A1;0.4 \A1;0.9 \A1;2.6 \A1;2.6 \A1;0.5 \A1;2.00 \A1;0.2 \A1;0.3 \A1;0.5 \A1;0.1 \A1;0.15 \A1;0.15 \A1;1.1 \A1;0.1 \A1;0.5 \A1;0.1 \A1;0.4 \A1;0.5 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.30 1.00 0.07 1.00 \A1;3.6056 \A1;20.7421 2937.00 1 1 CAP 1 3236.00 2 2 EST 1 3235.00 3 3 3235.00 4 4 3233.00 5 5 3233.00 6 6 3233.00 7 7 3232.00 8 8 3232.00 9 9 3229.00 10 10 3228.00 11 11 3226.00 12 12 3226.00 13 13 3226.00 14 14 3225.00 15 15 3222.00 16 16 3221.00 17 17 3220.00 18 18 EST2 3217.00 19 19 3217.00 20 20 3215.00 21 21 3214.00 22 22 3213.00 23 23 3213.00 24 24 3212.00 25 25 3211.00 26 26 3210.00 27 27 3210.00 28 28 3210.00 29 29 3208.00 30 30 TANQ1 3196.00 31 31 3191.00 32 32 3190.00 33 33 3186.00 34 34 EST 3 3177.00 35 35 3174.00 36 36 TANQ2 3172.00 37 37 3167.00 38 38 3162.00 39 39 3160.00 40 40 3158.00 41 41 3156.00 42 42 3149.00 43 43 EST4 3146.00 44 44 3144.00 45 45 3139.00 46 46 3128.00 47 47 3122.00 48 48 3113.00 49 49 3110.00 50 50 TANQUE3 3107.00 51 51 3099.00 52 52 3091.00 53 53 3084.00 54 54 3082.00 55 55 3081.00 56 56 3065.00 57 57 3064.00 58 58 3059.00 59 59 3050.00 60 60 ESTAC 5 3048.00 61 61 UNION CAP 3053.00 62 62 3055.00 63 63 3058.00 64 64 3061.00 65 65 3064.00 66 66 3067.00 67 67 3068.00 68 68 CAP 2 3059.00 69 69 CAP 3 3052.00 70 70 3049.00 71 71 3049.00 72 72 3048.00 73 73 3048.00 74 74 3048.00 75 75 3033.00 76 76 3026.00 77 77 ESTAC 6 3027.00 78 78 3026.00 79 79 TANQ DAÑADO 3025.00 80 80 3024.00 81 81 3021.00 82 82 3015.00 83 83 3012.00 84 84 3010.00 85 85 3010.00 86 86 3009.00 87 87 3009.00 88 88 ESTAC 7 3006.00 89 89 TANQUE DE RESERVA 2997.00 90 90 2995.00 91 91 2996.00 92 92 3005.00 93 93 3005.00 94 94 3004.00 95 95 3002.00 96 96 3001.00 97 97 3000.00 98 98 2999.00 99 99 2998.00 100 100 2995.00 101 101 2999.00 102 102 ESTAC 8 2999.00 103 103 2998.00 104 104 2997.00 105 105 2997.00 106 106 2998.00 107 107 2998.00 108 108 2997.00 109 109 2997.00 110 110 2997.00 111 111 2998.00 112 112 2997.00 113 113 2997.00 114 114 2997.00 115 115 2997.00 116 116 2996.00 117 117 2996.00 118 118 2996.00 119 119 ESTAC 9 2996.00 120 120 2995.00 121 121 2993.00 122 122 2992.00 123 123 2990.00 124 124 2989.00 125 125 2988.00 126 126 2986.00 127 127 2985.00 128 128 2983.00 129 129 2982.00 130 130 2981.00 131 131 2981.00 132 132 2980.00 133 133 ESTAC 10 2979.00 134 134 2978.00 135 135 2973.00 136 136 2971.00 137 137 2959.00 138 138 2957.00 139 139 2955.00 140 140 2954.00 141 141 2953.00 142 142 2944.00 143 143 2941.00 144 144 2936.00 145 145 2935.00 146 146 ESTAC 11 2930.00 147 147 2931.00 148 148 2922.00 149 149 2921.00 150 150 2908.00 151 151 2908.00 152 152 2905.00 153 153 2902.00 154 154 2897.00 155 155 2897.00 156 156 2910.00 157 157 2910.00 158 158 2909.00 159 159 2908.00 160 160 2894.00 161 161 2895.00 162 162 2896.00 163 163 ESTAC 12 2876.00 164 164 2872.00 165 165 2861.00 166 166 2859.00 167 167 2860.00 168 168 2860.00 169 169 2860.00 170 170 2856.00 171 171 2852.00 172 172 2851.00 173 173 2849.00 174 174 2845.00 175 175 2842.00 176 176 2831.00 177 177 2836.00 178 178 2839.00 179 179 ESTAC 13 2841.00 180 180 2837.00 181 181 2833.00 182 182 2834.00 183 183 2830.00 184 184 2829.00 185 185 2828.00 186 186 2828.00 187 187 2827.00 188 188 2826.00 189 189 2825.00 190 190 2826.00 191 191 2828.00 192 192 ESTAC 14 2824.00 193 193 2824.00 194 194 2823.00 195 195 2823.00 196 196 2823.00 197 197 2822.00 198 198 2822.00 199 199 2822.00 200 200 2822.00 201 201 2821.00 202 202 2822.00 203 203 2823.00 204 204 2823.00 205 205 2823.00 206 206 2823.00 207 207 2825.00 208 208 2827.00 209 209 2828.00 210 210 2823.00 211 211 2823.00 212 212 2823.00 213 213 2823.00 214 214 2819.00 215 215 2819.00 216 216 2817.00 217 217 2815.00 218 218 2815.00 219 219 2808.00 220 220 2806.00 221 221 2807.00 222 222 2808.00 223 223 2819.00 224 224 2820.00 225 225 2817.00 226 226 2817.00 227 227 2811.00 228 228 EST 15 2810.00 229 229 2811.00 230 230 2808.00 231 231 2805.00 232 232 2804.00 233 233 2815.00 234 234 2813.00 235 235 2811.00 236 236 2810.00 237 237 2810.00 238 238 2811.00 239 239 2807.00 240 240 2805.00 241 241 2793.00 242 242 2780.00 243 243 2780.00 244 244 2786.00 245 245 2790.00 246 246 2789.00 247 247 2789.00 248 248 2793.00 249 249 2778.00 250 250 ESTAC 16 2775.00 251 251 2763.00 252 252 2762.00 253 253 2764.00 254 254 2784.00 255 255 2793.00 256 256 2803.00 257 257 2818.00 258 258 2819.00 259 259 2816.00 260 260 2809.00 261 261 2798.00 262 262 2786.00 263 263 2769.00 264 264 2765.00 265 265 2765.00 266 266 2753.00 267 267 2741.00 268 268 2740.00 269 269 2719.00 270 270 2718.00 271 271 2712.00 272 272 ESTC 17 2713.00 273 273 2719.00 274 274 2719.00 275 275 2724.00 276 276 2726.00 277 277 2733.00 278 278 2733.00 279 279 2748.00 280 280 2748.00 281 281 2743.00 282 282 2743.00 283 283 2750.00 284 284 2740.00 285 285 2739.00 286 286 2735.00 287 287 2735.00 288 288 2735.00 289 289 2738.00 290 290 2738.00 291 291 2726.00 292 292 2725.00 293 293 2723.00 294 294 2717.00 295 295 2717.00 296 296 2716.00 297 297 2716.00 298 298 2706.00 299 299 2707.00 300 300 2704.00 301 301 ESTC18 2703.00 302 302 2700.00 303 303 2699.00 304 304 2697.00 305 305 2699.00 306 306 2699.00 307 307 2705.00 308 308 2707.00 309 309 2707.00 310 310 2697.00 311 311 2695.00 312 312 2690.00 313 313 2688.00 314 314 2667.00 315 315 2666.00 316 316 2659.00 317 317 2658.00 318 318 2668.00 319 319 2669.00 320 320 2684.00 321 321 2685.00 322 322 2695.00 323 323 2694.00 324 324 2680.00 325 325 ESTAC 19 2665.00 326 326 2662.00 327 327 2658.00 328 328 2659.00 329 329 2649.00 330 330 2649.00 331 331 2639.00 332 332 2639.00 333 333 2633.00 334 334 2632.00 335 335 2633.00 336 336 2633.00 337 337 2632.00 338 338 2632.00 339 339 2655.00 340 340 2655.00 341 341 2655.00 342 342 2615.00 343 343 2614.00 344 344 2612.00 345 345 2614.00 346 346 2608.00 347 347 2605.00 348 348 2605.00 349 349 2605.00 350 350 2605.00 351 351 2600.00 352 352 2601.00 353 353 2604.00 354 354 2604.00 355 355 2601.00 356 356 2601.00 357 357 2601.00 358 358 2601.00 359 359 2600.00 360 360 ESTAC 20 2600.00 361 361 2600.00 362 362 2578.00 363 363 2561.00 364 364 2561.00 365 365 2562.00 366 366 2562.00 367 367 2562.00 368 368 2577.00 369 369 2576.00 370 370 2574.00 371 371 2569.00 372 372 2567.00 373 373 2561.00 374 374 2555.00 375 375 2553.00 376 376 2552.00 377 377 ESTAC 21 2550.00 378 378 2547.00 379 379 2546.00 380 380 2545.00 381 381 2503.00 382 382 2503.00 383 383 2504.00 384 384 2503.00 385 385 2503.00 386 386 2504.00 387 387 2506.00 388 388 2508.00 389 389 2511.00 390 390 2515.00 391 391 2522.00 392 392 2527.00 393 393 2529.00 394 394 2530.00 395 395 2530.00 396 396 2534.00 397 397 2539.00 398 398 2542.00 399 399 2546.00 400 400 2551.00 401 401 2560.00 402 402 2569.00 403 403 2576.00 404 404 2582.00 405 405 2591.00 406 406 2596.00 407 407 2599.00 408 408 2598.00 409 409 2597.00 410 410 2598.00 411 411 2600.00 412 412 2610.00 413 413 2621.00 414 414 2624.00 415 415 2625.00 416 416 2629.00 417 417 2631.00 418 418 2634.00 419 419 2640.00 420 420 2643.00 421 421 2645.00 422 422 2650.00 423 423 2656.00 424 424 2660.00 425 425 2666.00 426 426 2670.00 427 427 2669.00 428 428 2670.00 429 429 2673.00 430 430 2678.00 431 431 2683.00 432 432 2688.00 433 433 2693.00 434 434 2698.00 435 435 ESTAC 22 2705.00 436 436 2713.00 437 437 2729.00 438 438 2725.00 439 439 2732.00 440 440 2739.00 441 441 2743.00 442 442 2746.00 443 443 2749.00 444 444 2752.00 445 445 2761.00 446 446 2760.00 447 447 2779.00 449 448 2777.00 450 449 ESTAC 23 2776.00 451 450 2791.00 452 451 2786.00 453 452 2791.00 454 453 2797.00 455 454 2810.00 456 455 2815.00 457 456 2820.00 458 457 2822.00 459 458 2826.00 460 459 2830.00 461 460 2831.00 462 461 2832.00 463 462 2833.00 464 463 2836.00 465 464 2840.00 466 465 2843.00 467 466 2849.00 468 467 2854.00 469 468 2859.00 470 469 2865.00 471 470 2872.00 472 471 2878.00 473 472 2888.00 474 473 2894.00 475 474 2897.00 476 475 2896.00 477 476 2900.00 478 477 2902.00 479 478 2908.00 480 479 2911.00 481 480 2915.00 482 481 2919.00 483 482 2923.00 484 483 2926.00 485 484 2928.00 486 485 2932.00 487 486 2935.00 488 487 2942.00 489 488 2944.00 490 489 2944.00 491 490 2949.00 492 491 2953.00 493 492 2972.00 494 493 0.00 494 2953.00 142 ESCUELA 1 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 40 41 42 POSIBLE 43 44 45 46 47 48 49 50 51 52 53 54 POSIBLE 55 56 57 58 59 60 61 62 CANCHA 63 64 POSIBLE 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 5 Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 10,70 l/s V= 0,61 m/s PVC D= 40 mm 1.25 MPa L= 180,00 m Q= 0,80 l/s V= 0,70 m/s PVC D= 40 mm 1.25MPa L= 153 m Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M TRP N° 1 TRP N° 2 TRP N° 3 TRP N° 4 TRP N° 5 TRP N° 6 TRP N° 7 valvula compuerta d=1" valvula compuerta d= 1" valvula compuerta d= 11/2" valvula compuerta d= 1" valvula compuerta d= 1" valvula compuerta d= 11/2" valvula compuerta d= 1" valvula compuerta d= 1" RAMAL 1 valvula compuerta d= 1" PVC D= 20 mm 2.00 MPa L=41.00 m Q= 0.13 l/s V=0.68 m/s CS5 PVC D= 50 mm 1.00 MPa L=35.00 m Q= 0.95 l/s V=0.58 m/s PVC D= 20 mm 2.00 MPa L=27.00 m Q= 0.07 l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=14.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=48.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=31.00 m Q= 0.035l/s V=0.34 m/s Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M PVC D= 63 mm 1.00 MPa L=47.00 m Q= 2.87 l/s V=0.96 m/s PVC D= 63 mm 1.00 MPa L=24.00 m Q= 2.62 l/s V= 1.39 m/s PVC D= 63 mm 1.00 MPa L=89.00 m Q= 2.36 l/s V=0.90 m/s PVC D= 32 mm 1.25 MPa L=10.00 m Q= 0.94 l/s V=0.48 m/s PVC D= 50 mm 1.00 MPa L=55.00 m Q= 0.78 l/s V=0.47 m/s PVC D= 40 mm 1.25 MPa L=162.00 m Q= 0,72 l/s V=0.71 m/s PVC D= 20 mm 2.00 MPa L=340.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 63.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 25 mm 1.60 MPa L=80.00 m Q= 0,20 l/s V=0.52 m/s PVC D= 20 mm 1.00 MPa L= 57.00 m Q= 0,07 l/s V=0.22 m/s RAMAL CD51 RAMAL 1 CD 1 CD 2 CD 3d CD 3A CD 4 CD 5A CD 6B CD 7 b CD 7a CD 7 c CD 7 d \A1; TUBO FLEX D= \S1/2;" 90 PSI L=18.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=18.00 m Q= 0.035l/s V=0.34 m/s 5 \A1; TUBO FLEX D= \S1/2;" 90 PSI L=22.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=130.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L=22.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 25 mm 1.60 MPa L=232.00 m Q= 0,16 l/s V=0.43 m/s CD7A2 \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L=47.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 32.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 32.00 m Q= 0,16 l/s V=0.43 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 32 mm 1.25 MPa L=79.00 m Q= 0,36 l/s V=0.59 m/s PVC D= 20 mm 2.00 MPa L= 100.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 40 mm 1.25 MPa L=33.00 m Q= 0,49 l/s V=0.49 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=58.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=25.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=22.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 57.00 m Q= 0,07 l/s V=0.22 m/s valvula compuerta d= 1" PVC D= 20 mm 2.00 MPa L= 120.00 m Q= 0,070 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=30.00 m Q= 0.035l/s V=0.34 m/s CD 6A PVC D= 40 mm 1.25 MPa L=43.00 m Q= 0,55 l/s V=0.55 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=16.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=40.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=33.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 79.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 61.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 30.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 40 mm 1.25 MPa L=162.00 m Q= 0,72 l/s V=0.71 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=100.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 37.00 m Q= 0,07 l/s V=0.22 m/s valvula compuerta d= 1" \A1; TUBO FLEX D= \S1/2;" 90 PSI L=58.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 20.00 m Q= 0,07 l/s V=0.22 m/s CD 6C CD 5B PVC D= 50 mm 1.00 MPa L=100.00 m Q= 0.78 l/s V=0.47 m/s PVC D= 50 mm 1.00 MPa L=45.00 m Q= 1,36 l/s V=0.83 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=15.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=68.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=10.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 117.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 33.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 33.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 8.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 46.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=79.00 m Q= 0.035l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=68.00 m Q= 0,23 l/s V=0.74 m/s CD 5B1 PVC D= 32 mm 1.00 MPa L=48.00 m Q= 0.26 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 44.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 22.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 40 mm 1.25 MPa L=58.00 m Q= 0.46 l/s V=0.45 m/s PVC D= 40 mm 1.25 MPa L=78.00 m Q= 0.56 l/s V=0.5 2 m/s PVC D= 50 mm 1.00 MPa L=155.00 m Q= 1,50 l/s V=0.91 m/s PVC D= 20 mm 2.00 MPa L= 167.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=60.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=12.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 110.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=40.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 55.00 m Q= 0,14 l/s V=0.68 m/s PVC D= 25 mm 1.60 MPa L=24.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 52.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 135.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 98.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=93.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=22.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 96.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=23.00 m Q= 0.035l/s V=0.34 m/s PVC D= 50 mm 1.00 MPa L=160.00 m Q= 1,50 l/s V=0.91 m/s valvula compuerta d= 11/2" CD 3A1 PVC D= 50 mm 1.00 MPa L=82.00 m Q= 1,65 l/s V=1.00 m/s PVC D= 63 mm 1.00 MPa L=60.00 m Q= 1,94 l/s V=0.74 m/s PVC D= 25 mm 1.60 MPa L=56.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 31.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 11.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 26.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=11.00 m Q= 0.035l/s V=0.34 m/s CD 3e PVC D= 63 mm 1.00 MPa L=16.00 m Q= 2.36 l/s V=0.90 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=65.00 m Q= 0.035l/s V=0.34 m/s PVC D= 40 mm 1.25 MPa L=75.00 m Q= 0.46 l/s V=0.45 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=15.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=67.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 20.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=20.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 41.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 96.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 25 mm 1.60 MPa L=22.00 m Q= 0,23 l/s V=0.74 m/s PVC D= 32 mm 1.25 MPa L=35.00 m Q= 0,36 l/s V=0.59 m/s PVC D= 20 mm 2.00 MPa L= 95.00 m Q= 0,16 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 65.00 m Q= 0,07 l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=34.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=68.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 16.00 m Q= 0,07 l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=56.00 m Q= 0,20 l/s V=0.52 m/s PVC D= 25 mm 1.60 MPa L=28.00 m Q= 0,23 l/s V=0.74 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=34.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=38.00 m Q= 0.035l/s V=0.34 m/s valvula compuerta d= 11/2" PVC D= 32 mm 1.25 MPa L=40.00 m Q= 0.29 l/s V=0.56 m/s PVC D= 63 mm 1.00 MPa L=70.00 m Q= 2.36 l/s V=0.90 m/s 780200 E 9.827.400 N 9.827.400 N VIA A AYANQUIL 780000 E 7798000 E 779600 E 780200 E 780000 E 7798000 E 779600 E 780200 E 780000 E 7798000 E 779600 E 780200 E 780000 E 7798000 E 779600 E 9.827.400 N 9.827.400 N 9.827.400 N 9.827.200 N 9.827.400 N 9.827.200 N 9.827.400 N 9.827.200 N 9.827.400 N 9.827.200 N 9.827.400 N 779600 E 779600 E 779600 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779400 E 779200 E 779000 E 778800 E 778600 E 778400 E 778200 E 778800 E 778600 E 778400 E 778200 E 778800 E 778600 E 778400 E 778200 E 779000 E 779000 E 779000 E 779000 E 779000 E 9.827.200 N 9.827.400 N 9.827.200 N 9.827.000 N 9.827.000 N 9.827.000 N 9.826.800 N 779600 E 9.826.600 N 9.826.800 N 9.826.600 N 9.826.800 N 9.826.600 N 9.826.400 N 9.826.200 N 9.826.000 N 9.825.800 N 9.825.600 N 9.825.400 N 9.825.200 N 9.826.600 N 9.825.400 N 9.825.200 N 9.825.400 N 9.825.200 N 9.825.400 N 9.825.200 N 9.825.400 N 9.825.200 N 9.825.400 N 9.825.200 N 9.825.400 N 9.825.200 N 9.825.600 N 9.825.800 N 9.825.600 N 9.825.800 N 9.825.600 N 9.825.800 N 9.826.200 N 9.826.000 N 9.826.200 N 9.826.000 N 9.826.200 N 9.826.000 N 9.826.400 N 9.826.400 N \T0.80000;9 DE FEBRERO DE 1984 \T1.4;CANTON PENIPE PROVINCIA: CHIMBORAZO CANTON: PENIPE FECHA: DIRECTOR DE OBRAS PUBLICAS ING. MANUEL FERNANDEZ 6/15 LAMINA: DIBUJO: VLADIMIR SALGUERO C. CONTIENE: SEPT DE/20\fArial|b0|i0|c0|p34;10 FECHA: ESCALA: 1:1000 DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPIO DEL CANTON PENIPE SISTEMA DE AGUA POTABLE COMUNIDAD UTUGÑAG-AYANQUIL A AZACUCHO PERFIL PRIMERA CAPTACION FISCALIZADOR. ING. DIEGO SANCHEZ CONSULTOR. ING. VICTOR H. SALGUERO \T0.80000;9 DE FEBRERO DE 1984 \T1.4;CANTON PENIPE PROVINCIA: CHIMBORAZO CANTON: PENIPE FECHA: DIRECTOR DE OBRAS PUBLICAS ING. MANUEL FERNANDEZ 7/15 LAMINA: DIBUJO: VLADIMIR SALGUERO C. CONTIENE: SEPT DE/20\fArial|b0|i0|c0|p34;10 FECHA: ESCALA: 1:1000 DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPIO DEL CANTON PENIPE SISTEMA DE AGUA POTABLE COMUNIDAD UTUGÑAG-AYANQUIL A AZACUCHO PERFIL PRIMERA CAPTACION FISCALIZADOR. ING. DIEGO SANCHEZ CONSULTOR. ING. VICTOR H. SALGUERO \T0.80000;9 DE FEBRERO DE 1984 \T1.4;CANTON PENIPE PROVINCIA: CHIMBORAZO CANTON: PENIPE FECHA: DIRECTOR DE OBRAS PUBLICAS ING. MANUEL FERNANDEZ 8/15 LAMINA: DIBUJO: VLADIMIR SALGUERO C. CONTIENE: SEPT DE/20\fArial|b0|i0|c0|p34;10 FECHA: ESCALA: 1:1000 DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPIO DEL CANTON PENIPE SISTEMA DE AGUA POTABLE COMUNIDAD UTUGÑAG-AYANQUIL A AZACUCHO PERFIL PRIMERA CAPTACION FISCALIZADOR. ING. DIEGO SANCHEZ CONSULTOR. ING. VICTOR H. SALGUERO \T0.80000;9 DE FEBRERO DE 1984 \T1.4;CANTON PENIPE PROVINCIA: CHIMBORAZO CANTON: PENIPE FECHA: DIRECTOR DE OBRAS PUBLICAS ING. MANUEL FERNANDEZ 9/15 LAMINA: DIBUJO: VLADIMIR SALGUERO C. CONTIENE: SEPT DE/20\fArial|b0|i0|c0|p34;10 FECHA: ESCALA: 1:1000 DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPIO DEL CANTON PENIPE SISTEMA DE AGUA POTABLE COMUNIDAD UTUGÑAG-AYANQUIL A AZACUCHO PERFIL PRIMERA CAPTACION FISCALIZADOR. ING. DIEGO SANCHEZ CONSULTOR. ING. VICTOR H. SALGUERO \T0.80000;9 DE FEBRERO DE 1984 \T1.4;CANTON PENIPE PROVINCIA: CHIMBORAZO CANTON: PENIPE FECHA: DIRECTOR DE OBRAS PUBLICAS ING. MANUEL FERNANDEZ 10/15 LAMINA: DIBUJO: VLADIMIR SALGUERO C. CONTIENE: SEPT DE/20\fArial|b0|i0|c0|p34;10 FECHA: ESCALA: 1:1000 DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPIO DEL CANTON PENIPE SISTEMA DE AGUA POTABLE COMUNIDAD UTUGÑAG-AYANQUIL A AZACUCHO PERFIL PRIMERA CAPTACION FISCALIZADOR. ING. DIEGO SANCHEZ CONSULTOR. ING. VICTOR H. SALGUERO UNASE A 7/15 UNASE A 6/15 UNASE A 8/15 UNASE A 7/15 UNASE A 9/15 UNASE A 8/15 UNASE A 9/15 UNASE A 8/15 UNASE A 10/15 UNASE A 9/15 6 7 8 9 10 6 7 8 9 10 6 7 8 9 10 6 7 8 9 10 6 7 8 9 10 SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC 3040 3045 3050 3055 3060 3065 3070 3075 3080 3085 3090 3095 3100 3105 3110 3115 3120 3125 3130 3135 3140 3145 3150 3155 3160 3165 3170 3175 3180 3185 3190 3195 3200 3205 3210 3215 3220 3225 3230 3235 3240 PRIMERA CAPTACION HASTA LA UNION CON OTRAS CAPTACIONES 3045 3050 3055 3060 3065 3070 3045 3050 3055 3060 2970 2975 2980 2985 2990 2995 3000 3005 3010 3015 3020 3025 3030 3035 3040 3045 3050 2 CAPTACION HASTA LA UNION CON OTRAS CAPTACIONES 3 CAPTACION HASTA LA UNION CON OTRAS CAPTACIONES UNION TUBERIAS AL MOJON PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 3236 0.80 0+000.00 0+007.21 0+023.03 0+045.69 0+076.50 0+094.39 0+110.13 0+132.33 0+166.85 0+169.85 0+185.37 0+208.37 0+217.37 0+233.62 0+245.40 0+260.63 0+275.63 0+287.84 0+300.37 0+312.07 0+316.19 0+327.60 0+333.43 0+338.81 0+350.47 0+358.96 0+365.36 0+379.25 0+405.73 0+417.39 0+420.99 0+519.41 0+552.55 0+573.74 0+580.95 0+607.60 0+628.41 0+641.86 0+654.90 0+665.20 0+689.20 0+703.09 0+732.16 0+746.05 0+773.56 0+795.03 0+846.52 0+820.58 0+855.46 0+878.29 0+904.10 0+937.20 0+963.16 0+989.12 1+067.51 1+072.51 1+106.37 1+171.03 1+183.84 3235 3235 3233 3233 3233 3232 3232 3229 3228 3226 3226 3226 3225 3222 3221 3220 3217 3217 3215 3214 3213 3212 3211 3210 3210 3210 3208 3196 3191 3190 3186 3177 3174 3172 3167 3162 3160 3158 3156 3149 3146 3144 3139 3128 3122 3110 3113 3107 3099 3091 3084 3082 3081 3065 3064 3059 3050 3048 3236 3234.2 3234.2 3232.2 3232.2 3232.2 3231.2 3231.2 3228.2 3227.2 3225.2 3225.2 3225.2 3224.2 3221.2 3220.2 3219.2 3216.2 3216.2 3214.2 3213.2 3212.2 3211.2 3210.2 3209.2 3209.2 3209.2 3207.2 3195.2 3190.2 3189.2 3185.2 3176.2 3173.2 3171.2 3166.2 3161.2 3159.2 3157.2 3155.2 3148.2 3145.2 3143.2 3138.2 3127.2 3121.2 3109.2 3112.2 3106.2 3098.2 3090.2 3083.2 3081.2 3080.2 3064.2 3063.2 3058.2 3049.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 LINEA NATURAL DEL TERRENO LINEA NATURAL DEL TERRENO LINEA NATURAL DEL TERRENO LINEA DE TUBERIA LINEA DE TUBERIA LINEA DE TUBERIA PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 0+000.0 0+005.8 0+025.3 0+051.43 0+065.75 0+084.35 0+101.35 0+159.06 3068 3067 3064 3061 3058 3055 3053 3048 3067.2 3066.2 3063.2 3060.2 3057.2 3054.2 3052.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 0+000.0 0+014.0 0+035.47 0+085.21 0+114.89 0+153.22 3059 3052 3049 3049 3048 3048 3058.2 3051.2 3048.2 3048.2 3047.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 LINEA DE TUBERIA LINEA DE TUBERIA LINEA NATURAL DEL TERRENO LINEA NATURAL DEL TERRENO PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 1+183 3048 3047.2 0.80 0+147.26 3033 3032.2 0.80 0+225.81 3026 3025.2 0.80 0+250.89 3024 3023.2 0.80 0+304.65 3021 3020.2 0.80 0+347.08 3015 3014.2 0.80 0+380.92 3012 3011.2 0.80 0+423.93 3010 3009.2 0.80 0+439.96 3010 3009.2 0.80 0+457.05 3009 3008.2 0.80 0+466.95 3009 3008.2 0.80 0+502.30 3006 3005.2 0.80 0+518.34 3004 3003.2 0.80 0+543.66 3002 3001.2 0.80 0+553.15 3001 3000.2 0.80 0+565.68 3000 2999.2 0.80 0+583.57 2999 2998.2 0.80 0+594.39 2999 2998.2 0.80 0+607.43 2999 2998.2 0.80 0+625.54 2999 2998.2 0.80 0+642.63 2998 2997.2 0.80 0+660.09 2998 2997.2 0.80 0+686.72 2998 2997.2 0.80 0+705.75 2997 2996.2 0.80 0+722.83 2997 2996.2 0.80 0+737.59 2997 2996.2 0.80 0+761.44 2997 2996.2 0.80 0+803.98 2996 2995.2 0.80 0+827.44 2996 2995.2 0.80 0+854.49 2996 2995.2 0.80 0+887.45 2996 2995.2 0.80 0+918.59 2995 2994.2 0.80 0+947.23 2993 2992.2 0.80 0+973.71 2992 2991.2 0.80 0+992.95 2990 2989.2 0.80 1+021.39 2989 2988.2 0.80 1+039.83 2988 2987.2 0.80 1+064.16 2986 2985.2 0.80 1+082.41 2985 2984.2 0.80 1+106.49 2983 2982.2 0.80 1+129.05 2982 2981.2 0.80 1+146.73 2981 2980.2 0.80 1+170.05 2981 2980.2 0.80 1+206.45 2980 2979.2 0.80 PASO ELEVADO Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M TANQUE DE RESERVA V= 40 M3 TANQUE UNION DE CAPTACIONES Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 0,80 l/s V=0.70 m/s PVC D= 40 mm 1.25 MPa L= 153 M Q= 0.70 l/s V=0.61 m/s PVC D= 40 mm 1.25 MPa L= 180 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M TRP N° 1 TRP N° 2 TRP N° 3 LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA \A1; TUBO FLEX D= \S1/2;" 90 PSI L=58.00 m Q= 0.035l/s V=0.34 m/s TANQUE RESERVA TUBO HG CERRAMIENTO D= 2" ESCALA: -------------- 1: 50 MALLA 50*10 h = 2.0 CONTRAVIENTO TUBO CERR. HG d= 2´´ PLANTA TANQUE RESERVA ALAMBRE DE PUAS PUERTA CERRAMIENTO TUBO HG 2" ALAMBRE DE PUAS 0.4 0.9 5 0.30 45° 0.20 1.00 0.4 2.6 2.6 2.6 0.9 0.4 5 2.6 TUBO HG DE d 2" 2.0 TUBO HG CERRAMIENTO D= 2" 2.6 CORTE A-A REPARACION CERRAMIENTO TANQUE DE RESERVA PUERTA MALLA TUBO HG CERRAMIENTO D= 2" PARED H. CICLOPEO CIMENTACIÓN EXAGONAL A A PARED DE HORMIGON CICLOPEO E= 0.20 m CONTRAVIENTO TUBO CERR. HG d= 2" CONTRAVIENTO TUBO CERR. HG d= 2" PARED DE HORMIGON CICLOPEO E= 0.20 m 1.00 CASETA CLORACIÓN ESCALA 1: ..................... 50 5 2.00 0.2 0.3 FACHADA FRONTAL CERRAMIENTO ESCALA 1: ..................... 50 FACHADA LATERAL CERRAMIENTO TANQUE ROMPEPRESION TIPO 0.5 0.1 1.15 0.80 1.10 0.15 0.3 9 8 0.15 DESAGUE PVC 63 mm. 4 A RED TUBO PVC 63 mm 1.00 Mpa 0.15 0.15 1.1 0.8 0.30 CORTE C-C TAPA HA. (ver detalle X) PLATINA E= 3 mm x 11/2" L= 0.15 m. VARILLA LISA D= 14 mm L= 0.70 m. 0.8 1.1 0.1 C TUBO PVC 63 mm 1.00 Mpa DESBORDE TUBERIA PVC A LA RED 0.5 0.1 0.1 0.4 0.5 0.1 Dim.= 0.50x0.50 m. (ver detalle) ROMPEPRESION D= 63 mm (3) VALVULA DE COMPUERTA BRONCE 2" ACCESORIOS SIMBOL. 1 DESCRIPCION U 1 BUSHING HG 2"x11/4" UNION HG 2" CODO PVC 8 7 6 5 VALVULA FLOTADORA D= 11/4" 1 1 1 1 ACOPLE C-R 2"x50 mm PVC REDUCCIÓN PVC 63x50 mm 4 3 TRAMO CORTO HG 2" L= 0.30 m. 1 1 1 2 ACCESORIOS TANQUE C 7 1 2 3 4 5 8 1 6 5 0.4 0.6 9 1 TRAMO CORTO 63 mm PVC L= 3.00 m. 9 1 1 2 1 ACOPLE C-R 2"x50 mm PVC TRAMO CORTO HG 2" L= 0.30 m. ENTRADA DESAGUE SALIDA 8 2 4 1 0.50 0.10 0.40 0.10 0.40 0.10 3 9 9 5 6 7 3040 3050 3060 3065 3070 3075 3090 3045 3050 3055 3060 3065 3070 3075 3080 3085 3090 3095 3100 3105 3110 3115 3120 3125 3130 3135 3045 3050 3055 3060 3065 3070 3045 3050 3055 3060 2 CAPTACION HASTA LA UNION 3 CAPTACION HASTA LA UNION PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 0+746.05 0+773.56 0+795.03 0+846.52 0+820.58 0+855.46 0+878.29 0+904.10 0+937.20 0+963.16 0+989.12 1+067.51 1+072.51 1+106.37 1+171.03 1+183.84 3139 3128 3122 3110 3113 3107 3099 3091 3084 3082 3081 3065 3064 3059 3050 3048 3138.2 3127.2 3121.2 3109.2 3112.2 3106.2 3098.2 3090.2 3083.2 3081.2 3080.2 3064.2 3063.2 3058.2 3049.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 LINEA NATURAL DEL TERRENO LINEA DE TUBERIA PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 0+000.0 0+005.8 0+025.3 0+051.43 0+065.75 0+084.35 0+101.35 0+159.06 3068 3067 3064 3061 3058 3055 3053 3048 3067.2 3066.2 3063.2 3060.2 3057.2 3054.2 3052.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 0+000.0 0+014.0 0+035.47 0+085.21 0+114.89 0+153.22 3059 3052 3049 3049 3048 3048 3058.2 3051.2 3048.2 3048.2 3047.2 3047.2 0.80 0.80 0.80 0.80 0.80 0.80 LINEA DE TUBERIA LINEA DE TUBERIA LINEA NATURAL DEL TERRENO LINEA NATURAL DEL TERRENO Q= 0,80 l/s V=0.70 m/s PVC D= 40 mm 1.25 MPa L= 153 M Q= 0.70 l/s V=0.61 m/s PVC D= 40 mm 1.25 MPa L= 180 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M TRP N° 2 TRP N° 3 LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA PIEZOMETRICA 3040 3050 3060 3065 3070 3075 3090 3045 3050 3055 3060 3065 3070 3075 3080 3085 3090 3095 3100 3105 3110 3115 3120 3125 3130 3135 CON OTRAS CAPTACIONES CON OTRAS CAPTACIONES 3140 3145 3150 3155 3160 3165 3170 3175 3180 3185 3190 3195 3200 3205 3210 3215 3220 3225 3230 3235 3240 LINEA NATURAL DEL TERRENO LINEA NATURAL DEL TERRENO LINEA DE TUBERIA LINEA DE TUBERIA PASO ELEVADO TRP N° 1 TRP N° 2 LINEA PIEZOMETRICA LINEA PIEZOMETRICA 3040 PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 3236 0.80 0+000.00 0+007.21 0+023.03 0+045.69 0+076.50 0+094.39 0+110.13 0+132.33 0+166.85 0+169.85 0+185.37 0+208.37 0+217.37 0+233.62 0+245.40 0+260.63 0+275.63 0+287.84 0+300.37 0+312.07 0+316.19 0+327.60 0+333.43 0+338.81 0+350.47 0+358.96 0+365.36 0+379.25 0+405.73 0+417.39 0+420.99 0+519.41 0+552.55 0+573.74 0+580.95 0+607.60 0+628.41 0+641.86 0+654.90 0+665.20 0+689.20 0+703.09 0+732.16 0+746.05 3235 3235 3233 3233 3233 3232 3232 3229 3228 3226 3226 3226 3225 3222 3221 3220 3217 3217 3215 3214 3213 3212 3211 3210 3210 3210 3208 3196 3191 3190 3186 3177 3174 3172 3167 3162 3160 3158 3156 3149 3146 3144 3139 3236 3234.2 3234.2 3232.2 3232.2 3232.2 3231.2 3231.2 3228.2 3227.2 3225.2 3225.2 3225.2 3224.2 3221.2 3220.2 3219.2 3216.2 3216.2 3214.2 3213.2 3212.2 3211.2 3210.2 3209.2 3209.2 3209.2 3207.2 3195.2 3190.2 3189.2 3185.2 3176.2 3173.2 3171.2 3166.2 3161.2 3159.2 3157.2 3155.2 3148.2 3145.2 3143.2 3138.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M 2970 2975 2980 2985 2990 2995 3000 3005 3010 3015 3020 3025 3030 3035 3040 3045 3050 PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 1+183 3048 3047.2 0.80 0+147.26 3033 3032.2 0.80 0+225.81 3026 3025.2 0.80 0+250.89 3024 3023.2 0.80 0+304.65 3021 3020.2 0.80 0+347.08 3015 3014.2 0.80 0+380.92 3012 3011.2 0.80 0+423.93 3010 3009.2 0.80 0+439.96 3010 3009.2 0.80 0+457.05 3009 3008.2 0.80 0+466.95 3009 3008.2 0.80 0+502.30 3006 3005.2 0.80 0+518.34 3004 3003.2 0.80 0+543.66 3002 3001.2 0.80 0+553.15 3001 3000.2 0.80 0+565.68 3000 2999.2 0.80 0+583.57 2999 2998.2 0.80 0+594.39 2999 2998.2 0.80 0+607.43 2999 2998.2 0.80 0+625.54 2999 2998.2 0.80 0+642.63 2998 2997.2 0.80 0+660.09 2998 2997.2 0.80 0+686.72 2998 2997.2 0.80 0+705.75 2997 2996.2 0.80 0+722.83 2997 2996.2 0.80 0+737.59 2997 2996.2 0.80 Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M TANQUE DE RESERVA V= 40 M3 TANQUE UNION DE CAPTACIONES Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M LINEA PIEZOMETRICA LINEA NATURAL DEL TERRENO LINEA DE TUBERIA LINEA NATURAL DEL TERRENO LINEA DE TUBERIA LINEA PIEZOMETRICA 0+737.59 2997 2996.2 0.80 0+761.44 2997 2996.2 0.80 0+803.98 2996 2995.2 0.80 0+827.44 2996 2995.2 0.80 0+854.49 2996 2995.2 0.80 0+887.45 2996 2995.2 0.80 0+918.59 2995 2994.2 0.80 0+947.23 2993 2992.2 0.80 0+973.71 2992 2991.2 0.80 0+992.95 2990 2989.2 0.80 1+021.39 2989 2988.2 0.80 1+039.83 2988 2987.2 0.80 1+064.16 2986 2985.2 0.80 1+082.41 2985 2984.2 0.80 1+106.49 2983 2982.2 0.80 1+129.05 2982 2981.2 0.80 1+146.73 2981 2980.2 0.80 1+170.05 2981 2980.2 0.80 1+206.45 2980 2979.2 0.80 LINEA PIEZOMETRICA LINEA PIEZOMETRICA LINEA NATURAL DEL TERRENO LINEA DE TUBERIA PROYECTO TERRENO COTAS DATOS HIDRAULICOS CORTE / RELLENO ABSCISADO 2970 2975 2980 2985 2990 2995 3000 3005 HASTA DISTRIBUCION DOMICILIARIAS PERFIL DESDE UNION DE CAPTACIONES HASTA DISTRIBUCION DOMICILIARIAS PERFIL DESDE UNION DE CAPTACIONES COMPUERTA CASETA CLORACIÓN 0.15 0.15 0.15 10,00 0,40 X 0,40 ROMPEPRESION D= 50 mm (6) VALVULA DE COMPUERTA BRONCE 2" ACCESORIOS SIMBOL. 1 DESCRIPCION U 1 BUSHING HG 2"x11/4" UNION HG 2" CODO PVC 8 7 6 5 VALVULA FLOTADORA D= 11/4" 1 1 1 1 ACOPLE C-R 2"x50 mm PVC 4 TRAMO CORTO HG 2" L= 0.30 m. 1 1 2 ACCESORIOS TANQUE 1 TRAMO CORTO 63 mm PVC L= 3.00 m. 9 1 1 2 1 ACOPLE C-R 2"x50 mm PVC TRAMO CORTO HG 2" L= 0.30 m. ENTRADA DESAGUE SALIDA 3 TANQUES EN CONDUCCION 3 TANQUES EN DISTRIBUCION * ROMPEPRESION D= 40 mm (1) VALVULA DE COMPUERTA BRONCE 11/2" ACCESORIOS SIMBOL. 1 DESCRIPCION U 1 BUSHING HG 11/2"x11/4" UNION HG 11/2" CODO PVC 8 7 6 5 VALVULA FLOTADORA D= 11/4" 1 1 1 1 ACOPLE C-R 11/2""x40 mm PVC 4 TRAMO CORTO HG 11/2" L= 0.30 m. 1 1 2 ACCESORIOS TANQUE 1 TRAMO CORTO 63 mm PVC L= 3.00 m. 9 1 1 2 1 ACOPLE C-R 2"x50 mm PVC TRAMO CORTO HG 2" L= 0.30 m. ENTRADA DESAGUE SALIDA 1 TANQUE EN CONDUCCION * VALVULA DE COMPUERTA D= 1 1/2" DETALLE 1-1 ADAPTADOR C/R PVC D= 40*1 1/2" TEE PVC ACOPLA A LA RED CAPA DE SUELO FINO TUBO PVC D= VARIABLE RELLENO SUELO NATURAL 0.80 CORTE A - A 0.40 Y/O ARENA FINA DETALLE 1 TUBO SANITARIO PVC D= 110 mm L= 1.00 TAPON PVC D= 110 mm TUBO PVC D=VARIABLE DESDE FILO DE LOTE VALV. COMP. BR D=VARIABLE CORTE 1 - 1 Escala..............................1:50 DETALLE DE VALVULA DE CONTROL EN RED 4 D= 10 mm a 0.10 m 4 D= 10 mm a 0.10 m 4 D= 10 mm a 0.10 m 4 D= 10 mm a 0.10 m DETALLE DE TAPA LOSA HA f¨c= 210 Kg/cm2 0.40 0.40 0.40 0.07 CONEXION DOMICILIARIA CON MEDIDOR A9 MEDIDOR TRAMO CORTO PVC D= 1/2". L= 0.50 m CODO PVC D= 1/2" VALVULA DE PASO D= 1/2" RW 0.50 ACCESORIOS CONECCIÓN DOMICILIARIA MEDIDOR DE AGUA TIPO VOL. D= 1/2" NEPLO PVC D= 1/2" L= 0.15 m. A2 UNION 1/2" PVC A13 A9 A8 A7 A6 10 9 8 A12 Tuberia de la red A1 0.30 0.30 A6 A3 A8 A7 A3 A4 ADAPTADOR 1/2" PVC A3 N° DESCRIPCIÓN 0.30 A5 0.15 A11 A10 Nivel del suelo A9 A8 A12 1 2 8 1 2 U U U U U 1 U 1 4 1 U U U A8 A8 A13 1 U CANTIDAD UNIDAD A15 A6 A8 A12 0.30 A14 H. SIMPLE fc= 180 kG/cm2 A8 DIMENSIONES : 0,50 * 0.30*0.30 H. SIMPLE fc= 180 kG/cm2 DIMENSIONES : 0,30 * 0.30*0.30 TRAMO CORTO PVC D= 1/2". L= 0.70 m TRAMO CORTO PVC D= 1/2". L= 0.30 m VALVULA DE COMPUERTA D= 1/2" RW 0,40 1.00 1.00 5 D=12mm a 0.30m Mc 204 5 D=12mm a 0.30m Mc 204 5 D=12mm a 0.30 m 5 D=12mm a 0.30m Mc 204 ARMADURA LOSA TAPA TRP Escala..............................1:50 0.07 PESO TOTAL en Kg. C 2.50 0.50 10 8 203 0.40 2*0.05 4.00 0.617 12.20 PLANILLA DE HIERRO LOSA TAPA TANQUE ROMPRE PRESIONES Y TAPA VALVULAS PESO TOTAL TAPAS en Kg. 12.20 TOTAL PESO a d Kg. PESO total desrr. g c b Long. Long. DIMENSIONES CA# D mm TIPO Mc C 9,70 1.10 12 10 204 1.00 2*0.05 11.00 0.888 0.45 0.45 Mc 204 MC 203 MC 203 MC 203 MC 203 1 2 4 A RED TUBO PVC 50 mm 1.00 Mpa VALVULA COMPUERTA D= 2" BR 2 3 A RED TUBO PVC 50 mm 1.00 Mpa VALVULA COMPUERTA D= 2" BR 1 2 4 VALVULA COMPUERTA D= 3" BR A QUEBRADA TUBO HG D= 3" L= 1.00 A QUEBRADA TRAMO CORTO HG D= 3" L= 0,30 1.00 0.15 0.15 0.15 0,50 1,95 0.15 0.50 0.65 0.15 0.15 0.50 0.80 0.15 0.15 0.50 0,80 0.15 0.50 0,65 1.00 0.15 0.15 0.15 0,50 1,95 0,65 0.15 0.50 0,65 1,15 1,00 0,15 DESARENADOR VERTEDEROS CAPTACION CAPTACION DESARENADOR VERTEDERO VERTEDERO OBRA DE TOMA EN CAPTACION 1 ESCALA: -------------- 1: 50 0.15 0.15 1.00 1.30 REJILLA 0,95*0.35 D= 14 mm (ver anexo) VALVULA DE LIMPIEZA 2953.00 142 ESCUELA 1 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 40 41 42 POSIBLE 43 44 45 46 47 48 49 50 51 52 53 54 POSIBLE 55 56 57 58 59 60 61 62 CANCHA 63 64 POSIBLE 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 Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 1,50 l/s V= 0,83 m/s PVC D= 50 mm 1.00MPa L= 1.183,84 M Q= 0,70 l/s V= 0,61 m/s PVC D= 40 mm 1.25 MPa L= 160,00 m Q= 0,80 l/s V= 0,70 m/s PVC D= 40 mm 1.25MPa L= 153 m Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M TRP N° 1 TRP N° 2 TRP N° 3 TRP N° 4 TRP N° 5 TRP N° 6 TRP N° 7 valvula compuerta d=1" valvula compuerta d= 1" valvula compuerta d= 11/2" valvula compuerta d= 1" valvula compuerta d= 1" valvula compuerta d= 11/2" valvula compuerta d= 1" valvula compuerta d= 1" RAMAL 1 valvula compuerta d= 1" PVC D= 20 mm 2.00 MPa L=41.00 m Q= 0.13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L=27.00 m Q= 0.07 l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=14.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=48.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=31.00 m Q= 0.035l/s V=0.34 m/s Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 503 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M Q= 3.00 l/s V=1.00 m/s PVC D= 63 mm 1.00MPa L= 704 M PVC D= 63 mm 1.00 MPa L=47.00 m Q= 2.87 l/s V=0.96 m/s PVC D= 63 mm 1.00 MPa L=24.00 m Q= 2.62 l/s V= 1.39 m/s PVC D= 63 mm 1.00 MPa L=89.00 m Q= 2.36 l/s V=0.90 m/s PVC D= 32 mm 1.25 MPa L=10.00 m Q= 0.94 l/s V=0.48 m/s PVC D= 50 mm 1.00 MPa L=55.00 m Q= 0.78 l/s V=0.47 m/s PVC D= 40 mm 1.25 MPa L=162.00 m Q= 0,72 l/s V=0.71 m/s PVC D= 20 mm 2.00 MPa L=340.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 63.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 25 mm 1.60 MPa L=80.00 m Q= 0,20 l/s V=0.52 m/s PVC D= 20 mm 1.00 MPa L= 57.00 m Q= 0,07 l/s V=0.22 m/s RAMAL CD51 RAMAL 1 CD 1 CD 2 CD 3d CD 3A CD 4 CD 5A CD 6B CD 7 b CD 7a CD 7 c CD 7 d \A1; TUBO FLEX D= \S1/2;" 90 PSI L=18.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=18.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=22.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=130.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L=22.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 25 mm 1.60 MPa L=232.00 m Q= 0,16 l/s V=0.43 m/s CD7A2 \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L=47.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 32.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 32.00 m Q= 0,16 l/s V=0.43 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 32 mm 1.25 MPa L=79.00 m Q= 0,36 l/s V=0.59 m/s PVC D= 20 mm 2.00 MPa L= 100.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 40 mm 1.25 MPa L=33.00 m Q= 0,49 l/s V=0.49 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=58.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=25.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=22.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 57.00 m Q= 0,07 l/s V=0.22 m/s valvula compuerta d= 1" PVC D= 20 mm 2.00 MPa L= 120.00 m Q= 0,070 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=30.00 m Q= 0.035l/s V=0.34 m/s CD 6A PVC D= 40 mm 1.25 MPa L=43.00 m Q= 0,55 l/s V=0.55 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=16.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=40.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=33.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 79.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 61.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 30.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 40 mm 1.25 MPa L=162.00 m Q= 0,72 l/s V=0.71 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=100.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 37.00 m Q= 0,07 l/s V=0.22 m/s valvula compuerta d= 1" \A1; TUBO FLEX D= \S1/2;" 90 PSI L=58.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 20.00 m Q= 0,07 l/s V=0.22 m/s CD 6C CD 5B PVC D= 50 mm 1.00 MPa L=100.00 m Q= 0.78 l/s V=0.47 m/s PVC D= 50 mm 1.00 MPa L=45.00 m Q= 1,36 l/s V=0.83 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=15.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=68.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=10.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 117.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 33.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 33.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L= 8.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 46.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=79.00 m Q= 0.035l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=68.00 m Q= 0,23 l/s V=0.74 m/s CD 5B1 PVC D= 32 mm 1.00 MPa L=48.00 m Q= 0.26 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 44.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 22.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 40 mm 1.25 MPa L=58.00 m Q= 0.46 l/s V=0.45 m/s PVC D= 40 mm 1.25 MPa L=78.00 m Q= 0.56 l/s V=0.5 2 m/s PVC D= 50 mm 1.00 MPa L=155.00 m Q= 1,50 l/s V=0.91 m/s PVC D= 20 mm 2.00 MPa L= 167.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=60.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=12.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 110.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=40.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 55.00 m Q= 0,14 l/s V=0.68 m/s PVC D= 25 mm 1.60 MPa L=24.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 52.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=45.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 135.00 m Q= 0,07 l/s V=0.22 m/s PVC D= 20 mm 2.00 MPa L= 98.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=93.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=22.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 96.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=28.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=23.00 m Q= 0.035l/s V=0.34 m/s PVC D= 50 mm 1.00 MPa L=160.00 m Q= 1,50 l/s V=0.91 m/s valvula compuerta d= 11/2" CD 3A1 PVC D= 50 mm 1.00 MPa L=82.00 m Q= 1,65 l/s V=1.00 m/s PVC D= 63 mm 1.00 MPa L=60.00 m Q= 1,94 l/s V=0.74 m/s PVC D= 25 mm 1.60 MPa L=56.00 m Q= 0,16 l/s V=0.43 m/s PVC D= 20 mm 2.00 MPa L= 31.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 11.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 26.00 m Q= 0,07 l/s V=0.22 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=11.00 m Q= 0.035l/s V=0.34 m/s CD 3e PVC D= 63 mm 1.00 MPa L=16.00 m Q= 2.36 l/s V=0.90 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=65.00 m Q= 0.035l/s V=0.34 m/s PVC D= 40 mm 1.25 MPa L=75.00 m Q= 0.46 l/s V=0.45 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=15.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=67.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 20.00 m Q= 0,10 l/s V=0.51 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=20.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 41.00 m Q= 0,13 l/s V=0.68 m/s PVC D= 20 mm 2.00 MPa L= 96.00 m Q= 0,10 l/s V=0.51 m/s PVC D= 25 mm 1.60 MPa L=22.00 m Q= 0,23 l/s V=0.74 m/s PVC D= 32 mm 1.25 MPa L=35.00 m Q= 0,36 l/s V=0.59 m/s PVC D= 20 mm 2.00 MPa L= 95.00 m Q= 0,16 l/s V=0.51 m/s PVC D= 20 mm 2.00 MPa L= 65.00 m Q= 0,07 l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=34.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=68.00 m Q= 0.035l/s V=0.34 m/s PVC D= 20 mm 2.00 MPa L= 16.00 m Q= 0,07 l/s V=0.34 m/s PVC D= 25 mm 1.60 MPa L=56.00 m Q= 0,20 l/s V=0.52 m/s PVC D= 25 mm 1.60 MPa L=28.00 m Q= 0,23 l/s V=0.74 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=34.00 m Q= 0.035l/s V=0.34 m/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=38.00 m Q= 0.035l/s V=0.34 m/s valvula compuerta d= 11/2" PVC D= 32 mm 1.25 MPa L=40.00 m Q= 0.29 l/s V=0.56 m/s PVC D= 63 mm 1.00 MPa L=70.00 m Q= 2.36 l/s V=0.90 m/s VIA A AYANQUIL 779600 E 7798000 E 9.827.200 N 9.827.400 N 779000 E 779000 E 779000 E 9.825.400 N 9.825.800 N 9.825.600 N UNASE A 8 UNASE A 7 UNASE A 9 UNASE A 8 UNASE A 11 UNASE A 8/15 7 SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC 1 1 3236.00 0+7,21 2 EST 1 3235.00 3 3235.00 0+23.02 4 3233.00 0+45.69 5 3233.00 0+76,50 6 3233.00 0+94,29 7 3232.00 0+ 110,20 8 3232.00 0+132,40 9 3229.00 0+166.93 10 3228.00 11 0+169.73 3226.00 12 0+185.45 3226.00 13 0+208,45 3226.00 14 0+217,45 3225.00 15 0+233,48 3222.00 16 0+244,89 3221.00 0+260,12 17 3220.00 0+275,12 18 EST2 3217.00 0+287.72 19 3217.00 0+299.85 20 3215.00 0+311,56 21 3214.00 0+315.68 22 3213.00 0+317,10 23 3213.00 0+327,10 24 3212.00 0+332.93 25 3211.00 0+338,21 26 3210.00 0+349,97 27 3210.00 0+358.46 28 3210.00 0+364,86 29 3208.00 0+378.25 30 TANQ1 3196.00 0+405.23 31 3191.00 0+416,89 32 3190.00 0+420,53 33 3186.00 0+518,91 34 EST 3 3177.00 0+552.05 35 3174.00 0+573,74 36 TANQ2 3172.00 0+580,45 37 3167.00 0+609,10 38 3162.00 0+609,91 39 3160.00 0+643,36 40 3158.00 0+656,40 41 3156.00 0+666,70 42 3149.00 0+690,70 43 EST4 3146.00 0+704,59 44 3144.00 0+733,66 45 3139.00 0+747,55 46 3128.00 0+775,46 47 3122.00 0+796,54 48 3113.00 0+822,49 49 3110.00 0+848.03 50 TANQUE3 3107.00 0+856,98 51 3099.00 0+879,80 52 3091.00 0+905,91 53 3084.00 0+938,71 54 3082.00 0+964,68 55 3081.00 0+990,64 56 3065.00 1+069,03 57 3064.00 1+074,03 58 3059.00 1+107,98 59 3050.00 1+1172,54 60 ESTAC 5 3048.00 1+185,52 61 3053.00 0+101,36 62 3055.00 0+084,36 63 3058.00 64 64 3061.00 0+065,75 65 3064.00 0+051,44 66 3067.00 0+025.00 67 3068.00 0+000 68 CAP 2 3059.00 0+000 69 CAP 3 3052.00 0+014,00 70 3049.00 71 3049.00 0+085,21 72 3048.00 0+114,89 73 3048.00 0+137.09 74 3048.00 0+147,55 75 3033.00 1+336.70 76 3026.00 1+416.08 77 ESTAC 6 3027.00 78 78 3026.00 79 TANQ DAÑADO 3025.00 1+440,27 80 3024.00 1+457,27 81 3021.00 1+511,03 82 3015.00 1+553.45 83 3012.00 1+587.29 84 3010.00 1+630.30 85 3010.00 1+646.33 86 3009.00 1+663.42 87 3009.00 1+673.32 88 ESTAC 7 3006.00 1+708.68 89 2997.00 90 2995.00 91 91 2996.00 92 92 3005.00 93 93 3005.00 94 94 3004.00 1+739.82 95 3002.00 1+765.14 96 3001.00 1+774.63 97 3000.00 17787.16 98 2999.00 1+805..05 99 2998.00 1+8115.86 100 2995.00 101 101 2999.00 1+852.19 102 ESTAC 8 2999.00 1+870.30 103 2998.00 1+877.00 104 2997.00 1+883.71 105 2997.00 106 106 2998.00 1+896..75 107 2998.00 1+914.22 108 2997.00 109 109 2997.00 110 110 2997.00 1+935.19 111 2998.00 1+958.21 112 2997.00 1+977.23 113 2997.00 1+994.32 114 2997.00 2+009.09 115 2997.00 2+032.94 116 2996.00 2+075.49 117 2996.00 2+098.74 118 2996.00 2+124.99 119 ESTAC 9 2996.00 2+158.95 120 2995.00 2+190.09 121 2993.00 2+218.73 122 2992.00 2+245.21 123 2990.00 2+264.44 124 2989.00 2+292.88 125 2988.00 2+311.32 126 2986.00 2+335.65 127 2985.00 2+353.90 128 2983.00 2+377.90 129 2982.00 2+400.55 130 2981.00 2+418.35 131 2981.00 2+441.68 132 2980.00 2+478.08 ESTAC 10 2979.00 134 134 2978.00 135 135 2973.00 136 136 2971.00 137 137 2959.00 138 138 2957.00 139 139 2955.00 140 140 2954.00 141 141 2953.00 142 142 2944.00 143 143 2941.00 144 144 2936.00 145 145 2935.00 146 146 ESTAC 11 2930.00 147 147 2931.00 148 148 2922.00 149 149 2921.00 150 150 2908.00 151 151 2908.00 152 152 2905.00 153 153 2902.00 154 154 2897.00 155 155 2897.00 156 156 2910.00 157 157 2910.00 158 158 2909.00 159 159 2908.00 160 160 2894.00 161 161 2895.00 162 162 2896.00 163 163 ESTAC 12 2876.00 164 164 2872.00 165 165 2861.00 166 166 2859.00 167 167 2860.00 168 168 2860.00 169 169 2860.00 170 170 2856.00 171 171 2852.00 172 172 2851.00 173 173 2849.00 174 174 2845.00 175 175 2842.00 176 176 2831.00 177 177 2836.00 178 178 2839.00 179 179 ESTAC 13 2841.00 180 180 2837.00 181 181 2833.00 182 182 2834.00 183 183 2830.00 184 184 2829.00 185 185 2828.00 186 186 2828.00 187 187 2827.00 188 188 2826.00 189 189 2825.00 190 190 2826.00 191 191 2828.00 192 192 ESTAC 14 2824.00 193 193 2824.00 194 194 2823.00 195 195 2823.00 196 196 2823.00 197 197 2822.00 198 198 2822.00 199 199 2822.00 200 200 2822.00 201 201 2821.00 202 202 2822.00 203 203 2823.00 204 204 2823.00 205 205 2823.00 206 206 2823.00 207 207 2825.00 208 208 2827.00 209 209 2828.00 210 210 2823.00 211 211 2823.00 212 212 2823.00 213 213 2823.00 214 214 2819.00 215 215 2819.00 216 216 2817.00 217 217 2815.00 218 218 2815.00 219 219 2808.00 220 220 2806.00 221 221 2807.00 222 222 2808.00 223 223 2819.00 224 224 2820.00 225 225 2817.00 226 226 2817.00 227 227 2811.00 228 228 EST 15 2810.00 229 229 2811.00 230 230 2808.00 231 231 2805.00 232 232 2804.00 233 233 2815.00 234 234 2813.00 235 235 2811.00 236 236 2810.00 237 237 2810.00 238 238 2811.00 239 239 2807.00 240 240 2805.00 241 241 2793.00 242 242 2780.00 243 243 2780.00 244 244 2786.00 245 245 2790.00 246 246 2789.00 247 247 2789.00 248 248 2793.00 249 249 2778.00 250 250 ESTAC 16 2775.00 251 251 2763.00 252 252 2762.00 253 253 2764.00 254 254 2784.00 255 255 2793.00 256 256 2803.00 257 257 2818.00 258 258 2819.00 259 259 2816.00 260 260 2809.00 261 261 2798.00 262 262 2786.00 263 263 2769.00 264 264 2765.00 265 265 2765.00 266 266 2753.00 267 267 2741.00 268 268 2740.00 269 269 2719.00 270 270 2718.00 271 271 2712.00 272 272 ESTC 17 2713.00 273 273 2719.00 274 274 2719.00 275 275 2724.00 276 276 2726.00 277 277 2733.00 278 278 2733.00 279 279 2748.00 280 280 2748.00 281 281 2743.00 282 282 2743.00 283 283 2750.00 284 284 2740.00 285 285 2739.00 286 286 2735.00 287 287 2735.00 288 288 2735.00 289 289 2738.00 290 290 2738.00 291 291 2726.00 292 292 2725.00 293 293 2723.00 294 294 2717.00 295 295 2717.00 296 296 2716.00 297 297 2716.00 298 298 2706.00 299 299 2707.00 300 300 2704.00 301 301 ESTC18 2703.00 302 302 2700.00 303 303 2699.00 304 304 2697.00 305 305 2699.00 306 306 2699.00 307 307 2705.00 308 308 2707.00 309 309 2707.00 310 310 2697.00 311 311 2695.00 312 312 2690.00 313 313 2688.00 314 314 2667.00 315 315 2666.00 316 316 2659.00 317 317 2658.00 318 318 2668.00 319 319 2669.00 320 320 2684.00 321 321 2685.00 322 322 2695.00 323 323 2694.00 324 324 2680.00 325 325 ESTAC 19 2665.00 326 326 2662.00 327 327 2658.00 328 328 2659.00 329 329 2649.00 330 330 2649.00 331 331 2639.00 332 332 2639.00 333 333 2633.00 334 334 2632.00 335 335 2633.00 336 336 2633.00 337 337 2632.00 338 338 2632.00 339 339 2655.00 340 340 2655.00 341 341 2655.00 342 342 2615.00 343 343 2614.00 344 344 2612.00 345 345 2614.00 346 346 2608.00 347 347 2605.00 348 348 2605.00 349 349 2605.00 350 350 2605.00 351 351 2600.00 352 352 2601.00 353 353 2604.00 354 354 2604.00 355 355 2601.00 356 356 2601.00 357 357 2601.00 358 358 2601.00 359 359 2600.00 360 360 ESTAC 20 2600.00 361 361 2600.00 362 362 2578.00 363 363 2561.00 364 364 2561.00 365 365 2562.00 366 366 2562.00 367 367 2562.00 368 368 2577.00 369 369 2576.00 370 370 2574.00 371 371 2569.00 372 372 2567.00 373 373 2561.00 374 374 2555.00 375 375 2553.00 376 376 2552.00 377 377 ESTAC 21 2550.00 378 378 2547.00 379 379 2546.00 380 380 2545.00 381 381 2503.00 382 382 2503.00 383 383 2504.00 384 384 2503.00 385 385 2503.00 386 386 2504.00 387 387 2506.00 388 388 2508.00 389 389 2511.00 390 390 2515.00 391 391 2522.00 392 392 2527.00 393 393 2529.00 394 394 2530.00 395 395 2530.00 396 396 2534.00 397 397 2539.00 398 398 2542.00 399 399 2546.00 400 400 2551.00 401 401 2560.00 402 402 2569.00 403 403 2576.00 404 404 2582.00 405 405 2591.00 406 406 2596.00 407 407 2599.00 408 408 2598.00 409 409 2597.00 410 410 2598.00 411 411 2600.00 412 412 2610.00 413 413 2621.00 414 414 2624.00 415 415 2625.00 416 416 2629.00 417 417 2631.00 418 418 2634.00 419 419 2640.00 420 420 2643.00 421 421 2645.00 422 422 2650.00 423 423 2656.00 424 424 2660.00 425 425 2666.00 426 426 2670.00 427 427 2669.00 428 428 2670.00 429 429 2673.00 430 430 2678.00 431 431 2683.00 432 432 2688.00 433 433 2693.00 434 434 2698.00 435 435 ESTAC 22 2705.00 436 436 2713.00 437 437 2729.00 438 438 2725.00 439 439 2732.00 440 440 2739.00 441 441 2743.00 442 442 2746.00 443 443 2749.00 444 444 2752.00 445 445 2761.00 446 446 2760.00 447 447 2779.00 449 448 2777.00 450 449 ESTAC 23 2776.00 451 450 2791.00 452 451 2786.00 453 452 2791.00 454 453 2797.00 455 454 2810.00 456 455 2815.00 457 456 2820.00 458 457 2822.00 459 458 2826.00 460 459 2830.00 461 460 2831.00 462 461 2832.00 463 462 2833.00 464 463 2836.00 465 464 2840.00 466 465 2843.00 467 466 2849.00 468 467 2854.00 469 468 2859.00 470 469 2865.00 471 470 2872.00 472 471 2878.00 473 472 2888.00 474 473 2894.00 475 474 2897.00 476 475 2896.00 477 476 2900.00 478 477 2902.00 479 478 2908.00 480 479 2911.00 481 480 2915.00 482 481 2919.00 483 482 2923.00 484 483 2926.00 485 484 2928.00 486 485 2932.00 487 486 2935.00 488 487 2942.00 489 488 2944.00 490 489 2944.00 491 490 2949.00 492 491 2953.00 493 492 2972.00 494 493 9.825.400 N 780800.00 E 9825800 N 780200.00 E 9825800 N 779800.00 E TANQUE DE RESERVA 30 M3 0+035,47 Q= 3.00 l/s \A1; TUBO FLEX D= \S1/2;" 90 PSI L=10.00 m Q= 0.035l/s V=0.34 m/s SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC 778.600 E 9´284.400 N 778.600 E 9´284.200 N 9´284.400 N 9´284.200 N 9´284.000 N 9828.400 N 9828.200 N 9828.000 N 9´284.400 N 9´284.200 N 9´284.000 N 778.800 E 778.800 E 778.800 E 779.000 E 779.000 E 779.000 E 9828.400 N 9828.200 N 9828.000 N 779.200 E 779.200 E 779.200 E 779.200 E 779.200 E 779.200 E 9827.800 N 9827.800 N 9827.800 N 9827.800 N 9827.600 N 9827.400 N 9827.200 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9825.600 N 9825.400 N SIMBOLOGIA REDUCCION VALVULA DE CONTROL MEDIDOR VOLUMETRICO TANQUE ROMPEPRESION TANQUE DE RESERVA TUBERIA PVC 9827.800 N 9827.600 N 9827.400 N 9827.200 N 9827.800 N 9827.600 N 9827.400 N 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 779.400 E 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9825.600 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9825.600 N 9825.400 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9825.600 N 9825.400 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.000 N 9825.800 N 9825.600 N 9825.400 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9825.800 N 9825.600 N 9825.400 N 9827.000 N 9826.800 N 9826.600 N 9826.400 N 9826.200 N 9826.000 N 9825.800 N 9825.600 N 9825.400 N 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.600 E 779.800 E 779.800 E 779.800 E 779.800 E 779.800 E 779.800 E 779.800 E 779.800 E 780.000 E 780.000 E 778.000 E 780.200 E 780.000 E 780.000 E 780.000 E 780.000 E 780.000 E 780.200 E 780.200 E 780.200 E 780.200 E 780.200 E 780.400 E 780.400 E 780.400 E 780.400 E 780.400 E 780.400 E VIA A AYANQUIL VIA A AYANQUIL VIA A AYANQUIL VIA A UTUGÑAGL AYANQUIL UTUGÑAG AZACUCHO 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 UNASE A 9 UNASE A 9 UNASE A 10 UNASE A 12 UNASE A 10 UNASE A 11 UNASE A 12 TRP EXISTENTE CAPTACION 1 TANQUE UNION CAPTACIONES TRP N°1 PASO ELEVADO PASO ELEVADO TRP N°2 TRP N°3 UNION TRES CAPTACIONES

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

chap, Union cap, chap, Damaged tanq, Reserve tank, cairn, Taq, Desi, Des fin, Taq, Taq, Taq, catchment, Cpt, You’re bad soul, your B, Union, your B, school, Reserve tank, possible, possible, court, possible, High uptake, Abscised, Quotas, draft, ground, Hydraulic data, Cut filling, points, Hcpch piping start, Pvc mm mpa, Type of irons, From reservoir module annex, Valve box detail input, Pipe pvc mm mpa, Comes from main driving, Mm., draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Natural terrain line, Line of solera, Absc section, scale, Channel section, Pvc band cm, Wood strips, Detail of pvc band placement, Pvc band cm, chap, its T, its T, this C, Union cap, chap, chap, this C, Damaged tanq, this C, Reserve tank, this C, this C, this C, this C, this C, this C, this C, its T, this C, Estc, this C, this C, this C, this C, this C, school, possible, possible, court, possible, Pvc mm, Pvc mm mpa, Pvc mm, Trp, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, valve, gate, branch, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm, Pvc mm mpa, branch, Psi flex tube, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Psi flex tube, Pvc mm mpa, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, valve, gate, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, Pvc mm mpa, Psi flex tube, valve, gate, Pvc mm mpa, Via ayanquil, Of February, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Canton municipality penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Canton municipality penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Canton municipality penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Canton municipality penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Of February, Penis, Province: chimborazo, Canton: penipe, date:, Director of public works, Ing. Manuel fernandez, sheet:, Drawing: vladimir salguero c., Contains:, Sept, date:, scale:, Public works management, Canton municipality penipe, Drinking water system community azacucho, Profile first capture, Inspector., Ing. Diego sanchez, consultant., Ing. Victor h. Salguero, Unase, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, Symbology, reduction, control valve, Volumetric meter, Breakwater tank, Reserve tank, Pvc pipe, First capture until the union with other catchments, Uptake to the junction with other catchments, Union pipes to the mojon, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Natural terrain line, Pipe line, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, draft, ground, Quotas, Hydraulic data, Cut filling, Abscised, Pipe line

Raw text data extracted from CAD file:

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

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