Drinking Water Planes DWG Block for AutoCAD

Drinking Water Planes DWG Block for AutoCAD

System of drinking water network

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

Ing xxxxxxx, Cip. Xxxxx, Longitudinal profile of the matrix network, Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, M. your B., Cad:, Location:, scale:, professional:, flat:, draft:, sheet, November, date:, province, district, Department store, District municipality of sarin, mayor:, Rafael a. Calderon Martell, Of the drinking water system sector, Jgc topography, Sanchez Carrión, Sarin, freedom, owner, San de sarin sanchez carrion, Ing xxxxxxx, Cip. Xxxxx, Catchment detail, Ing xxxxxxx, Cip. Xxxxx, Reservoir detail, Ing xxxxxxx, Cip. Xxxxx, Detail of chamber breaking pressure type, nursery, households, highway, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Projected capture, M.s.n.m., kind, M.s.n.m., Projected reservoir, M.s.n.m., kind, M.s.n.m., Projected reservoir, M.s.n.m., detail, Valve box, smooth, Met., armor, Esc, metal lid, metal lid, Overflow, Tub reb. Limp, L.c., layette, water level, spring, metal lid, detail, smooth, Met., Inspection letter, detail, metal lid, Overflow, Tub reb. Limp, cap of, inspection, departure, cleaning, Esc, armor, Overflow, Sole, layette, Sole, Overflow, entry, filter, gravel, Metal, Inspection cap, line of, driving, gate valve, departure, cleaning, gate valve, Basket of, bronze, Holes, Overflow, network, your B. from, Reb. cleaning, concrete, Waterproof material, Granular material classified, Fluted iron, L.c., layette, concrete, Technical specifications, Simple concrete, Reinforced concrete, mortar, Coating cm, Slump, Ground level, Metal, Esc, Capture plant, your B. cleaning, Esc, cut, Fy steel, cut, Esc, water level, Sole, Plant crp, Lifting handle, Entrance pipe, Pvc sap, box of, valve, float, valve, Pvc sap elbows, Float valve, Universal union fª, Pvc sap adapter, Bronze basket, Required material, accessories, Bronze gate valve, Niples pvc sap, cut, scale:, Pvc sap, Outlet pipe, your B. Overflow, scale:, Pvc sap, your B. Vent, cut, scale:, Upper slab reinforcement, scale:, Outlet pipe, Pvc sap, buoy, Lifting handle, your B. Ventilation with metal mesh protection, Proy. Inspection letter, Clean, plant, Esc .:, Valve stand, section, Esc .:, N.a., Valve stand, metal lid, N.t., your B. Overflow, your B. entry, your B. Ventilation with metal mesh protection, Overflow cone, Fig., your B. Overflow, N.a., Stairs, N.t., section, Esc .:, Plant valve housing, Esc .:, section, Esc .:, Reinforcement booth valv., Esc .:, Entrance tub., your B., Limp Overflow, layette, Valv. Comp., layette, Limp Overflow, Fig., your B. Overflow, your B. entry, Clean, N.t., Proy. Inspection letter, your B. Ventilation with metal mesh protection, Valve stand, N.t., Valve stand, Inspection cap, Reservoir roof reinforcement, Esc .:, Reservoir reinforcement, Esc .:, Clean, your B. Ventilation with protective mesh, N.a., Valve stand, Technical specifications, Water stop, Esc .:, W. Stop, Leave rough surface before following the recess, Cubic foundation, W. Stop, Cuba, Inspection letter, Met., detail, smooth, Inspection cap, detail, Metal, Plant cover, metal lid, your B. entry, entry, Welding: electric arc type finished cord, concrete, Portland cement type in general, steel, covering, Coating both the inside and the outside of the, Valve housing will be applied one, Sand cement a thickness of, For surfaces in contact with the, Waterproofing additive of, According to the specifications of the, sing., Overlap, resistance, Sole, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, symbol, description, legend, Projected pvc pipe, Camera burst pressure type, Projected reservoir, Projected capture, Level curves every mts., Sense of flow, ground, Flush, Quotas, Abscissas, Ing xxxxxxx, Cip. Xxxxx, General topography, Magnetic, Huamachuco, District of curgos, Sarin, Annexe abellavista, Orogolday, San Juan, Scurvy, Saint Bernard, Uruspampa, Gomispampa, Cerpaquime, the Union, Casgabamba, Hualay, Orosshugo, White straw, Poc poc, plantain, Munmalca, Pijobamba, Buttons, Yumi yumi, Cebadapampa, Workspampa, Shoyoc, License, Shiracurral, Moyan, legend, hamlet, Carrer, Way of herradra, District capital, District of curgos, Sarin, San Juan, Scurvy, Saint Bernard, Uruspampa, Gomispampa, Poc poc, plantain, Munmalca, Cebadapampa, Moyan, location map, Location plan, San bernardo drinking water, Location map sarin district, Drinking water caserio

Raw text data extracted from CAD file:

INGº XXXXXXX CIP. XXXXX PERFIL LONGITUDINAL DE LA RED MATRIZ 1/1750 PL-01 DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR N S E O M \A1;0.25 \A1;0.25 \A1;0.90 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.06 \A1;1/4" \A1;0.30 \A1;0.30 \A1;0.07 \A1;1/4" \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;.90 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.15 \A1;.90 \A1;0.15 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.15 \A1;1.00 \A1;0.10 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.02 \A1;0.90 \A1;0.45 \A1;0.15 \A1;1.00 \A1;.90 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.25 \A1;1.05 \A1;0.15 \A1;0.10 \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.15 \A1;1.50 \A1;1.50 \A1;0.55 \A1;0.50 \A1;0.50 \A1;0.65 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.15 \A1;1.7 \A1;0.15 \A1;0.07 \A1;0.20 \A1;0.65 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.725 \A1;0.70 \A1;0.70 \A1;1.00 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.15 \A1;1/4" \A1;0.30 \A1;0.06 \A1;0.07 \A1;1/4" \A1;0.80 \A1;0.75 \A1;2.00 \A1;2.00 \A1;0.725 1 1 2781.48 PR 2 2781.00 PR 3 2780.18 PR 4 2779.41 PR 5 2775.32 PR 6 2771.04 PR 7 2768.05 PR 8 2765.84 PR 9 2764.50 PR 10 2763.93 PR 11 2763.25 PR 12 2763.65 PR 13 2762.09 PR 14 2767.92 PR 15 2771.47 PR 16 2776.28 PR 17 2780.18 PR 18 2782.71 PR 19 2777.49 R 20 2777.16 R 21 2777.14 R 22 2774.20 R 23 2774.36 R 24 2773.36 R 25 2770.72 R 26 2771.03 R 27 2769.89 R 28 2768.74 R 29 2770.56 R 30 2769.84 R 31 2768.85 R 32 2769.64 R 33 2769.12 R 34 2769.18 R 35 2769.23 R 36 2768.31 R 37 2768.52 R 38 2767.35 R 39 2767.49 R 40 2768.76 R 41 2767.50 R 42 2767.78 R 43 2769.19 R 44 2768.55 R 45 2767.99 R 46 2767.88 R 47 2768.95 R 48 2768.58 R 49 2766.95 R 50 2766.65 R 51 2766.09 R 52 2766.85 R 53 2766.09 R 54 2764.93 R 55 2767.68 R 56 2766.93 R 57 2764.67 R 58 2768.78 R 59 2765.81 R 60 2763.05 R 61 2768.52 R 62 2764.84 R 63 2763.54 R 64 2768.15 R 65 2765.64 R 66 2763.94 R 67 2767.87 R 68 2769.16 R 69 2768.86 R 70 2767.68 R 71 2766.63 R 72 2765.63 R 73 2763.77 R 74 2763.90 R 75 2765.39 R 76 2762.83 LC 77 2762.93 LC 78 2763.09 LC 79 2761.30 LC 80 2761.01 LC 81 2761.11 LC 82 2759.06 LC 83 2759.10 LC 84 2759.41 LC 85 2757.15 LC 86 2757.19 LC 87 2757.35 LC 88 2755.94 LC 89 2755.92 LC 90 2755.80 LC 91 2754.54 LC 92 2754.45 LC 93 2754.69 LC 94 2753.31 LC 95 2753.18 LC 96 2753.19 LC 97 2751.85 LC 98 2751.78 LC 99 2751.92 LC 100 2750.40 LC 101 2750.44 LC 102 2750.54 LC 103 2749.05 LC 104 2749.10 LC 105 2749.22 LC 106 2747.92 LC 107 2748.02 LC 108 2748.13 LC 109 2746.69 LC 110 2746.75 LC 111 2746.84 LC 112 2744.91 LC 113 2745.38 LC 114 2745.91 LC 115 2744.02 LC 116 2744.78 LC 117 2745.20 LC 118 2743.24 LC 119 2744.12 LC 120 2744.94 LC 121 2742.29 LC 122 2742.99 LC 123 2744.07 LC 124 2740.93 LC 125 2742.13 LC 126 2743.52 LC 127 2740.03 LC 128 2741.31 LC 129 2742.61 LC 130 2739.39 LC 131 2740.62 LC 132 2741.87 LC 133 2738.83 LC 134 2740.27 LC 135 2741.56 LC 137 2738.69 LC 138 2740.10 LC 139 2741.36 LC 140 2738.11 LC 141 2739.93 LC 142 2741.51 LC 143 2738.19 LC 144 2739.93 LC 145 2741.14 LC 146 2741.30 LC 147 2739.87 LC 148 2738.56 LC 149 2739.64 LC 150 2741.03 LC 151 2738.91 LC 152 2740.79 LC 153 2737.38 LC 154 2740.61 LC 155 2736.89 LC 156 2738.70 LC 157 2737.07 LC 158 2738.07 LC 159 2740.16 LC 160 2740.65 LC 161 2738.35 LC 162 2736.09 LC 163 2740.80 LC 164 2738.95 LC 165 2736.33 LC 166 2735.69 LC 167 2737.88 LC 168 2739.47 LC 169 2735.80 LC 170 2737.41 LC 171 2736.63 LC 172 2740.23 LC 173 2738.09 LC 174 2738.11 LC 175 2739.83 LC 176 2735.88 LC 177 2737.13 LC 178 2739.08 LC 179 2737.08 LC 180 2738.53 LC 181 2735.67 LC 182 2736.87 LC 183 2738.36 LC 184 2734.06 LC 185 2735.12 LC 186 2736.79 LC 187 2734.77 LC 188 2735.15 LC 189 2732.50 LC 190 2732.93 LC 191 2735.11 LC 192 2728.31 LC 193 2730.87 LC 194 2731.61 LC 195 2726.74 LC 196 2727.63 LC 197 2728.97 LC 198 2726.41 LC 199 2726.39 LC 200 2726.36 LC 201 2726.20 LC 202 2726.21 LC 203 2726.32 LC 204 2726.18 LC 205 2725.84 LC 206 2725.93 LC 207 2726.05 LC 208 2724.97 LC 209 2725.71 LC 210 2725.60 LC 211 2725.47 LC 212 2725.44 LC 213 2725.33 LC 214 2724.38 LC 215 2725.09 LC 216 2724.92 LC 217 2724.27 LC 218 2724.80 LC 219 2723.98 LC 220 2724.58 LC 221 2724.17 LC 222 2723.46 LC 223 2724.38 LC 224 2724.06 LC 225 2722.96 LC 226 2724.25 LC 227 2724.04 LC 228 2722.67 LC 229 2724.06 LC 230 2723.97 LC 231 2723.87 LC 232 2724.14 LC 233 2722.40 LC 234 2723.76 LC 235 2723.91 LC 236 2723.93 LC 237 2723.63 LC 238 2723.65 LC 239 2723.80 LC 240 2723.33 LC 241 2723.22 LC 242 2723.34 LC 243 2722.74 LC 244 2723.18 LC 245 2723.10 LC 246 2722.23 LC 247 2722.43 LC 248 2721.72 LC 249 2722.79 LC 250 2721.94 LC 251 2722.48 LC 253 2720.50 LC 254 2720.85 LC 255 2720.78 LC 256 2719.62 LC 257 2719.82 LC 258 2719.87 LC 259 2719.03 LC 260 2719.12 LC 261 2718.58 LC 262 2718.62 LC 263 2718.62 LC 264 2718.33 LC 265 2718.29 LC 266 2718.23 LC 267 2717.76 LC 268 2718.16 LC 269 2718.10 LC 270 2717.76 LC 271 2717.95 LC 272 2717.90 LC 273 2717.11 LC 274 2717.62 LC 275 2717.61 LC 276 2717.42 LC 277 2717.20 LC 278 2717.24 LC 279 2716.94 LC 280 2715.96 LC 281 2716.94 LC 282 2716.83 LC 283 2717.11 LC 284 2717.93 LC 285 2716.61 LC 286 2715.57 LC 287 2716.41 LC 288 2716.14 LC 289 2715.11 LC 290 2715.93 LC 291 2715.64 LC 292 2714.55 LC 293 2715.20 LC 294 2715.02 LC 295 2715.19 LC 296 2715.04 LC 297 2714.55 LC 298 2713.63 LC 299 2714.80 LC 300 2714.60 LC 301 2713.45 LC 302 2714.27 LC 303 2714.15 LC 304 2713.66 LC 305 2714.14 LC 306 2713.90 LC 307 2712.82 LC 308 2713.76 LC 309 2713.75 LC 310 2713.60 LC 311 2713.64 LC 312 2712.12 LC 313 2712.30 LC 314 2713.56 LC 315 2713.49 LC 316 2712.34 LC 317 2713.46 LC 318 2713.37 LC 319 2711.77 LC 320 2712.97 LC 321 2712.90 LC 322 2711.49 LC 323 2712.63 LC 324 2712.57 LC 325 2711.13 LC 326 2712.02 LC 327 2712.13 LC 328 2710.62 LC 329 2711.60 LC 330 2711.75 LC 331 2711.26 LC 332 2711.49 LC 333 2710.75 LC 334 2708.47 LC 335 2708.49 LC 336 2707.85 LC 337 2707.26 LC 338 2707.08 LC 339 2707.37 LC 340 2706.26 LC 341 2707.02 LC 342 2707.33 LC 343 2708.12 LC 344 2708.45 LC 345 2707.20 LC 346 2709.45 LC 347 2708.05 LC 348 2708.13 LC 349 2708.56 LC 350 2709.61 LC 351 2710.13 LC 352 2711.18 LC 353 2710.33 LC 354 2710.96 LC 355 2709.89 LC 356 2710.86 LC 357 2710.88 LC 358 2709.18 LC 359 2709.86 LC 360 2709.90 LC 361 2708.13 LC 362 2708.75 LC 363 2708.65 LC 364 2706.84 LC 365 2707.31 LC 366 2707.24 LC 367 2705.53 LC 368 2706.30 LC 369 2706.16 LC 370 2704.63 LC 371 2704.07 LC 372 2704.27 LC 373 2702.41 LC 374 2702.71 LC 375 2702.80 LC 376 2701.07 LC 377 2700.89 LC 378 2701.03 LC 379 2699.52 LC 380 2700.02 LC 381 2699.93 LC 382 2698.66 LC 383 2697.85 LC 384 2698.66 LC 385 2697.63 LC 386 2696.31 LC 387 2697.64 LC 388 2697.14 LC 389 2695.72 LC 390 2697.07 LC 391 2696.12 LC 392 2695.34 LC 393 2695.97 LC 394 2694.03 LC 395 2694.97 LC 396 2694.91 LC 397 2693.72 LC 398 2693.75 LC 399 2692.67 LC 400 2692.78 LC 401 2692.42 LC 402 2692.77 LC 403 2692.14 LC 404 2692.13 LC 405 2691.55 LC 406 2690.74 LC 407 2691.09 LC 408 2689.92 LC 409 2690.40 LC 410 2690.87 LC 411 2690.98 LC 412 2690.28 LC 413 2690.88 LC 414 2690.89 LC 415 2689.91 LC 416 2690.85 LC 417 2690.85 LC 418 2691.14 LC 419 2691.16 LC 420 2689.65 LC 421 2691.07 LC 422 2691.36 LC 423 2691.17 LC 424 2691.15 LC 425 2691.37 LC 426 2691.46 LC 427 2690.74 LC 428 2690.57 LC 429 2690.64 LC 430 2690.23 LC 431 2690.13 LC 432 2690.12 LC 433 2689.71 LC 434 2689.80 LC 435 2689.26 LC 436 2687.03 LC 437 2687.25 LC 438 2687.13 LC 439 2686.61 LC 440 2686.46 LC 441 2686.32 LC 443 2685.91 LC 444 2685.98 LC 445 2685.80 LC 446 2685.75 LC 447 2685.75 LC 448 2685.54 LC 449 2685.73 LC 450 2685.79 LC 451 2685.75 LC 452 2685.55 LC 453 2685.57 LC 454 2685.20 LC 455 2686.17 LC 456 2685.87 LC 457 2685.65 LC 458 2686.07 LC 459 2686.03 LC 460 2686.57 LC 461 2686.47 LC 462 2686.42 LC 463 2686.51 LC 464 2686.66 LC 465 2686.61 LC 466 2686.61 LC \A1;4.89 m. - Tub. 2" \A1;6.11 m. - Tub. 2" \A1;5.39 m. - Tub. 2" \A1;5.85 m. - Tub. 2" \A1;12.15 m. - Tub. 2" \A1;3.18 m. - Tub. 2" \A1;1.91 m. - Tub. 2" \A1;11.79 m. - Tub. 2" \A1;7.34 m. - Tub. 2" \A1;5.31 m. - Tub. 2" \A1;21.87 m. - Tub. 2" \A1;5.57 m. - Tub. 2" \A1;4.48 m. - Tub. 2" \A1;5.83 m. - Tub. 2" \A1;26.43 m. - Tub. 2" \A1;21.66 m. - Tub. 2" \A1;10.80 m. - Tub. 2" \A1;12.18 m. - Tub. 2" \A1;11.27 m. - Tub. 2" \A1;8.67 m. - Tub. 2" \A1;8.19 m. - Tub. 2" \A1;11.39 m. - Tub. 2" \A1;6.04 m. - Tub. 2" \A1;7.69 m. - Tub. 2" \A1;14.94 m. - Tub. 2" \A1;20.95 m. - Tub. 2" \A1;17.33 m. - Tub. 2" \A1;13.40 m. - Tub. 2" \A1;12.98 m. - Tub. 2" \A1;19.86 m. - Tub. 2" \A1;17.72 m. - Tub. 2" \A1;22.95 m. - Tub. 2" \A1;19.76 m. - Tub. 2" \A1;7.49 m. - Tub. 2" \A1;17.21 m. - Tub. 2" \A1;21.18 m. - Tub. 2" \A1;10.51 m. - Tub. 2" \A1;8.82 m. - Tub. 2" \A1;6.83 m. - Tub. 2" \A1;7.18 m. - Tub. 2" \A1;7.45 m. - Tub. 2" \A1;4.14 m. - Tub. 2" \A1;12.74 m. - Tub. 2" \A1;10.29 m. - Tub. 2" \A1;10.93 m. - Tub. 2" \A1;14.83 m. - Tub. 2" \A1;16.42 m. - Tub. 2" \A1;14.62 m. - Tub. 2" \A1;23.96 m. - Tub. 2" \A1;34.98 m. - Tub. 2" \A1;22.62 m. - Tub. 2" \A1;15.39 m. - Tub. 2" \A1;11.67 m. - Tub. 2" \A1;13.18 m. - Tub. 2" \A1;26.41 m. - Tub. 2" \A1;15.06 m. - Tub. 2" \A1;12.15 m. - Tub. 2" \A1;13.96 m. - Tub. 2" \A1;15.76 m. - Tub. 2" \A1;26.64 m. - Tub. 2" \A1;9.98 m. - Tub. 2" \A1;16.89 m. - Tub. 2" \A1;20.33 m. - Tub. 2" \A1;17.16 m. - Tub. 2" \A1;21.52 m. - Tub. 2" \A1;56.86 m. - Tub. 2" \A1;11.36 m. - Tub. 2" \A1;24.29 m. - Tub. 2" \A1;42.97 m. - Tub. 2" \A1;18.24 m. - Tub. 2" \A1;71.14 m. - Tub. 2" CAD: UBICACIÓN: ESCALA: PROFESIONAL: PLANO: PROYECTO: LAMINA N°: NOVIEMBRE 2011 FECHA: PROVINCIA DISTRITO DEPARTAMANETO MUNICIPALIDAD DISTRITAL DE SARIN ALCALDE: RAFAEL A. CALDERON MARTELL "CREACION DEL SISTEMA DE AGUA POTABLE SECTOR JGC TOPOGRAFÍA : : : SÁNCHEZ CARRIÓN SARIN LA LIBERTAD PROPIETARIO : SAN BERNARDO,DISTRITO DE SARIN - SANCHEZ CARRION - LA LIBERTAD" CEL:96-8704408 CEL:94-7995674 INGº XXXXXXX CIP. XXXXX DETALLE DE CAPTACIÓN 1/20 INGº XXXXXXX CIP. XXXXX DETALLE DE RESERVORIO 1/20 INGº XXXXXXX CIP. XXXXX DETALLE DE CÁMARA ROMPE PRESIÓN TIPO 7 1/20 D-01 D-02 D-03 \A1;0.20 \A1;0.30 \A1;hmáx.=0.60 \A1;0.15 \A1;1.7 \A1;0.35 \A1;0.075 \A1;0.15 \A1;0.30 \A1;0.075 \A1;0.25 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.05 \A1;1.85 \A1;0.20 \A1;0.15 \A1;2.45 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 \A1;2.45 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.60 \A1;1.35 \A1;0.10 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.70 \A1;0.10 \A1;2.70 \A1;3.40 \A1;1.05 \A1;0.80 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.10 VIVERO VIVIENDAS CARRETERA CURGOS-SARIN 2684 2688 2692 2696 2700 2704 2708 2712 2716 2720 2724 2728 2732 2736 2740 2744 2748 2752 2756 2760 2764 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 2763.31 2752.77 2744.60 2741.09 2739.76 2738.77 2736.57 2737.70 2736.85 2729.56 2725.46 2724.29 2723.99 2722.77 2720.20 2718.45 2717.69 2716.83 2715.75 2714.28 2713.46 2712.81 2712.60 2711.52 2707.67 2710.27 2709.49 2707.62 2705.88 2704.83 2702.70 2701.11 2700.13 2697.31 2696.28 2694.15 2692.88 2691.66 2690.76 2690.64 2690.66 2691.18 2691.32 2690.55 2690.12 2689.13 2688.05 2687.04 2686.12 2685.79 2685.66 2685.57 2685.48 2686.03 2686.47 EJE PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 1.802547727194930E+005 9.123794291085408E+006 2680.000000000000 0.000000000000000 1104.306712096756 LEFT PEGLT PEGRT PDGL PDGR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAPTACIÓN PROYECTADA COTA=2781 m.s.n.m. C.R.P.# 01 - Tipo 7 COTA =3742.00 m.s.n.m. RESERVORIO PROYECTADO COTA=2769.00 m.s.n.m. C.R.P.# 01 - Tipo 7 COTA =2782.60 m.s.n.m. RESERVORIO PROYECTADO COTA=279.00 m.s.n.m. 0.2499992426019162 0.2499992426019162 0.8999972731107846 5 Ø1/2" @ 0.20 DETALLE 2 CAJA DE VALVULAS \A1;Ø 1/4" \A1;A "L" e=1/4" \A1;FIERRO LISO Ø 1" \A1;Ø3/8" @ 0.08m \A1;PLANCHA MET. Ø 1/4" (ESTRELLADA) Ø3/8" @ 0.25 Ø1/2" @ 0.20 Ø3/8" @ 0.25 Ø3/8" @ 0.25 ARMADURA Esc 1:20 TAPA METALICA 0.60 x 0.60 m \A1;Ø1/4" @ 0.20 TAPA METALICA REBOSE TUB d 2" REB. Y LIMP. 5 0.90 x 0.90 m d 1" A LA L.C. CANASTILLA NIVEL DE AGUA MANANTIAL 0.60 x 0.60 m TAPA METALICA TAPA METALICA \A1;Ø1/4" @ 0.20 DETALLE 3 \A1;FIERRO LISO Ø 1" \A1;PLANCHA MET. Ø 1/4" (ESTRELLADA) 0.60 x 0.60 m BUZON DE INSPECCION \A1;Ø 1/4" \A1;Ø3/8" @ 0.08m \A1;A "L" e=1/4" DETALLE 1 0.1499995458871126 0.0615783780813217 5 0.2999990910175256 0.2999990917742252 5 1/4" TAPA METALICA REBOSE TUB d 2" REB. Y LIMP. F'c= 175 kg/cm2 5 d 3/8" @ 0.25 TAPA DE INSPECCION SALIDA LIMPIEZA Esc 1:20 ARMADURA NA REBOSE SOLADO 1:12 C-H E:3" d 3/8" @ 0.25 0.149999545479659 CANASTILLA 3" 5 SOLADO 1:12 C-H E:3" REBOSE 0.1499995458871126 0.1499995458871126 5 ENTRADA FILTRO GRAVA O METALICA .60 x .60 M TAPA DE INSPECCION LINEA DE CONDUCCION d 1" VALVULA COMPUERTA SALIDA d 1" LIMPIEZA d 2" VALVULA COMPUERTA CANASTILLA DE BRONCE 3" 0.0952838342636824 0.1044864133000374 B A 0.5990708228200674 0.599998182093259 5 5 0.1499995455378667 .90 0.148661658517085 ORIFICIOS DE REBOSE 0.0966694839298725 A LA RED 0.1044864151626825 TUB. DE d 2" REB. Y LIMPIEZA A B 5 5 CONCRETO F'c= 210 kg/cm2 MATERIAL IMPERMEABLE MATERIAL GRANULAR CLASIFICADO 5 5 5 5 0.90 x 0.90 m PLANCHA ESTRIADA d1/4" d 1" A LA L.C. CANASTILLA 0.0977347604930401 0.149999545479659 5 CONCRETO ESPECIFICACIONES TECNICAS CONCRETO SIMPLE f'c=140 Kg/cm2 CONCRETO ARMADO f'c=175 Kg/cm2 5 5 5 0.6011293698102236 0.149999545479659 MORTERO CEMENTO-ARENA : 1:5 RECUBRIMIENTO 2.50 cm SLUMP = 2" a 4" NIVEL DEL TERRENO METALICA Esc 1:20 PLANTA DE LA CAPTACION 0.0249999240040779 5 NA TUB. LIMPIEZA d 2" 5 5 Esc 1:20 CORTE B- B 0.9999969713389874 ACERO fy = 4,200 Kg/cm2 CORTE A- A Esc 1:20 NIVEL DE AGUA .90 SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" 1.5 d3/8" @ .20 5 PLANTA CRP - 7 5 Asa de Izaje 0.5 0.5 Tubería de iNGRESO 0.650000000372529 0.150000000372529 d 3" PVC SAP 0.099999999627471 0.1499999999941792 5 5 0.099999999627471 5 d 1/4" B 5 5 5 A Caja de Válvula 5 5 Flotador Válvula 5 5 B 5 CODOS 90º PVC SAP VALVULA FLOTADOR d 2" UNION UNIVERSAL d 2" FªGª ADAPTADOR d 2" PVC SAP CANASTILLA d 4" BRONCE MATERIAL REQUERIDO ACCESORIOS VALVULA DE COMPUERTA d 2" BRONCE NIPLES d 2" x 4" PVC SAP CORTE A - A Escala: 1/20 5 d 3" PVC SAP Tubería de Salida d 1/4" @ .10 d3/8" @ .20 0.1499999999941792 2d 3/8" d 1/4" @ .10 5 Tub. de Rebose Escala: 1/20 d 3" PVC SAP d 2" PVC SAP Tub. Vent 0.25 1.050000000745058 0.150000000372529 0.099999999627471 5 5 5 CORTE B - B Escala: 1/20 5 5 5 5 ARMADURA DE LOSA SUPERIOR Escala: 1/20 Tubería de Salida d 3" PVC SAP A Boya 5 2d 3/8" 5 5 5 5 5 d 1/4" @ .10 5 5 5 5 5 Asa de Izaje A A B B 5 5 2.45 5 5 5 5 2.45 5 5 5 5 5 TUB. ø3" VENTILACION CON MALLA METALICA DE PROTECCION 1% 1% 1% PROY. BUZON DE INSPECCION 0.60 x 0.60 m2 5 5 5 5 5 5 5 \A1;CANAL DE LIMPIA PLANTA ESC.: 1/20 CASETA DE VALVULAS SECCION A-A ESC.: 1/20 N.A. CASETA DE VALVULAS TAPA METALICA N.T.=656.302 N.T. 1% TUB. Ø2" REBOSE TUB. Ø 1" ENTRADA TUB. ø3" VENTILACION CON MALLA METALICA DE PROTECCION 0.150000000372529 1.7 0.150000000372529 0.0749999992549419 \A1;SOLADO f'c=100 Kg/cm2 1% CONO DE REBOSE 4" X2" \A1;ABRASEDERA F.Gdo. 5 0.650000000372529 0.099999999627471 0.2999999988824129 TUB. Ø2" REBOSE N.A. ESCALERA F.Gdo Ø3/4" 0.20 0.30 hmáx.=0.60 5 1.7 0.35 5 N.T. \A1;SOLADO f'c=100 Kg/cm2 E:3" 1% 1% SECCION B-B ESC.: 1/20 PLANTA - CASETA DE VLVULAS ESC.: 1/10 SECCION 1-1 ESC.: 1/10 REFUERZO - CASETA VALV. ESC.: 1/10 1 ENTRADA TUB. Ø1 1/2" \A1;SALIDA TUB. Ø1 1/2" \A1;TUB. Ø2" LIMP. Y REBOSE CANASTILLA Ø 2" x 1" VALV. COMP. 1" VALV. COMP. 2" VALV. COMP. 1" VALV. COMP. 2" VALV. COMP. 1" VALV. COMP. 2" CANASTILLA Ø 2" x 1" \A1;TUB. Ø2" LIMP. Y REBOSE \A1;ABRASEDERA F.Gdo. 1 TUB. Ø2" REBOSE TUB. Ø1" ENTRADA \A1;CANAL DE LIMPIA N.T. \A1;Ø1/4" @ 0.20 \A1;Ø1/4" @ 0.20 5 Ø3/8" @ 0.25 1 Ø1/2" 5 PROY. BUZON DE INSPECCION 0.60 x 0.60 m2 3Ø 1/4" 0.6999999999825377 Ø3/8" @ 0.25 TUB. ø3" VENTILACION CON MALLA METALICA DE PROTECCION 0.6999999999825377 0.7000000011175871 0.6999999999825377 0.724999999627471 0.6999999999825377 CASETA DE VALVULAS N.T. N.T. 0.6999999999825377 CASETA DE VALVULAS TAPA DE INSPECCION REFUERZO - TECHO DEL RESERVORIO ESC.: 1/20 REFUERZO - RESERVORIO ESC.: 1/20 Ø3/8" @ 0.17 Ø3/8" @ 0.14 3Ø1/4" Ø3/8" @ 0.20 Ø3/8" @ 0.17 Ø3/8" @ 0.14 1% 4 Ø3/8" 1.0 \A1;CANAL DE LIMPIA TUB. ø3" VENTILACION CON MALLA DE PROTECCION N.A. CASETA DE VALVULAS ESPECIFICACIONES TECNICAS Ø3/8" @ 0.25 Ø3/8" @ 0.14 N.T.=655.952 5 Ø3/8" @ 0.17 5 5 1% 5 5 5 JUNTA CON WATER STOP ESC.: 1/10 5 W. STOP 6" DEJAR SUPERFICIE RUGOSA ANTES DE SEGUIR EL VACEADO CIMENTACION - CUBA 5 W. STOP 6" CUBA Ø1/4" @ 0.25 \A1;Ø3/8" @ 0.08m 0.60 x 0.60 m BUZON DE INSPECCION \A1;A "L" e=1/4" \A1;PLANCHA MET. Ø 1/4" (ESTRELLADA) DETALLE 1 \A1;Ø 1/4" \A1;FIERRO LISO Ø 1" 5 0.2011013946903404 3Ø 1/4" 3Ø 1/4" 3Ø 1/4" TAPA DE INSPECCION TAPA DE INSPECCION 0.2999999988824129 0.150000000372529 1/4" 0.2999999999883585 0.0615785662084818 5 1/4" DETALLE 2 METALICA PLANTA TAPA 5 5 TAPA METALICA TAPA METALICA TAPA METALICA TUB. Ø 1" ENTRADA ENTRADA Ø 1" SOLDADURA: TIPO ARCO ELECTRICO 1er CORDON E6011 ACABADO E7018 CONCRETO : f'c=210 Kg/cm2 CEMENTO : PORTLAND TIPO 1 EN GENERAL ACERO : fy=4200 Kg/cm2 RECUBRIMIENTO : 6.00cm REVESTIMIENTO : TANTO EL INTERIOR COMO EL EXTERIOR DEL RESER- VORIO Y CASETA DE VALVULA SE APLICARA UNA MEZ- CLA CEMENTO ARENA 1:5 Y UN ESPESOR DE 1.5cm. PARA SUPERFICIES EN CONTACTO CON EL AGUA, SE UTILIZARA ADITIVO IMPERMEABILIZANTE DE ACUERDO A LAS ESPECIFICACIONES DEL FABRI- CANTE. TRASLAPE : Ø 1/4" ------------ 0.30 m Ø 1/2" ------------ 0.50 m Ø 3/8" ------------ 0.40 m RESISTENCIA : 1.5 Kg/cm2 2.0 5 5 2.0 5 0.724999999627471 3Ø 1/4" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" SOLADO 1:12 C-H E:3" 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 PVI STA = 0+050.717 PVI ELEV = 2741.69 -42.63% 2763.31 2754.78 2746.26 PVI STA = 0+143.444 PVI ELEV = 2737.52 -4.50% 2741.27 2740.37 2739.47 2738.57 2737.67 PVI STA = 0+171.349 PVI ELEV = 2734.79 -9.80% 2735.90 PVI STA = 0+197.065 PVI ELEV = 2725.50 -36.13% 2731.66 PVI STA = 0+251.404 PVI ELEV = 2722.97 -4.66% 2725.35 2724.43 2723.49 PVI STA = 0+297.917 PVI ELEV = 2718.53 -9.53% 2722.15 2720.24 PVI STA = 0+508.937 PVI ELEV = 2710.21 -3.94% 2718.45 2717.66 2716.87 2716.08 2715.29 2714.51 2713.72 2712.93 2712.14 2711.35 2710.56 PVI STA = 0+720 PVI ELEV = 2692.88 -8.21% 2709.30 2707.66 2706.02 2704.37 2702.73 2701.09 2699.45 2697.81 2696.16 2694.52 PVI STA = 0+760 PVI ELEV = 2690.76 -5.30% 2692.88 2691.82 PVI STA = 0+883.313 PVI ELEV = 2690.36 -0.33% 2690.76 2690.69 2690.63 2690.56 2690.49 2690.43 2690.37 PVI STA = 0+963.270 PVI ELEV = 2686.09 -5.34% 2689.46 2688.39 2687.33 2686.26 0.35% 2686.15 2686.22 2686.28 2686.36 2686.43 2686.49 2686.56 178500 E 178500 E 178550 E 178550 E 178600 E 178600 E 178650 E 178650 E 178700 E 178700 E 178750 E 178750 E 178800 E 178800 E 178850 E 178850 E 178900 E 178900 E 178950 E 178950 E 179000 E 179000 E 179050 E 179050 E 179100 E 179100 E 179150 E 179150 E 179200 E 179200 E 179250 E 179250 E 179300 E 179300 E 179350 E 179350 E 179400 E 179400 E 179450 E 179450 E 179500 E 179500 E 179550 E 179550 E 179600 E 179600 E 179650 E 9124450 N 9124450 N 9124500 N 9124500 N 9124550 N 9124550 N 9124600 N 9124600 N 9124650 N 9124650 N 9124700 N 9124700 N 9124750 N 9124750 N 9124800 N 9124800 N 9124850 N 9124850 N 9124900 N 9124900 N 9124950 N 9124950 N 9125000 N 9125000 N 9125050 N 9125050 N 9125100 N 9125100 N SIMBOLO DESCRIPCION LEYENDA TUBERÍA PVC PROYECTADA (L=1104.31m.) CÁMARA ROMPE PRESIÓN TIPO 7 RESERVORIO PROYECTADO CAPTACIÓN PROYECTADA CURVAS DE NIVEL A CADA 1 mts. SENTIDO DE FLUJO 2745 2746 2697.00 2696.00 2695.00 2694.00 2693.00 2692.00 2691.00 2691.00 2691.00 2690.00 2690.00 2690.00 2689.00 2688.00 2687.00 2686.00 2686.00 2782.00 2781.00 2780.00 2779.00 2778.00 2777.00 2776.00 2775.00 2774.00 2773.00 2772.00 2771.00 2770.00 2769.00 2768.00 2767.00 2766.00 2765.00 2764.00 2763.00 2763.00 2762.00 2761.00 2760.00 2759.00 2758.00 2757.00 2756.00 2755.00 2754.00 2753.00 2752.00 2751.00 2750.00 2749.00 2748.00 2747.00 2746.00 2745.00 2744.00 2743.00 2742.00 2741.00 2741.00 2741.00 2740.00 2740.00 2740.00 2740.00 2740.00 2739.00 2739.00 2739.00 2739.00 2739.00 2739.00 2739.00 2739.00 2738.00 2738.00 2738.00 2738.00 2738.00 2738.00 2737.00 2737.00 2737.00 2737.00 2736.00 2735.00 2734.00 2733.00 2732.00 2731.00 2730.00 2729.00 2728.00 2727.00 2726.00 2726.00 2725.00 2725.00 2724.00 2723.00 2723.00 2722.00 2721.00 2720.00 2719.00 2718.00 2717.00 2717.00 2716.00 2716.00 2715.00 2715.00 2714.00 2713.00 2712.00 2711.00 2711.00 2710.00 2710.00 2709.00 2709.00 2709.00 2708.00 2708.00 2708.00 2707.00 2707.00 2706.00 2705.00 2704.00 2703.00 2702.00 2701.00 2700.00 2699.00 2698.00 TERRENO RASANTE COTAS ABCISAS 2686.56 0+020 0+060 0+100 0+140 0+180 0+220 0+260 0+300 0+340 0+380 0+420 0+460 0+500 0+540 0+580 0+620 0+660 0+700 0+740 0+780 0+820 0+860 0+900 0+940 0+980 1+020 1+060 1+100 1104.31 2680 2686.60 2686.60 INGº XXXXXXX CIP. XXXXX TOPOGRAFÍA GENERAL 1/1500 T-01 N 9124700.000 MAGNETIC HUAMACHUCO DISTRITO DE CURGOS SARIN ANEXO ABELLAVISTA OROGOLDAY SAN JUAN ESCUGURCO SAN BERNARDO URUSPAMPA GOMISPAMPA CERPAQUIME LA UNION CASGABAMBA HUALAY OROSSHUGO PAJA BLANCA POC POC LLANTÉN MUNMALCA PIJOBAMBA COCHÁS YUMI YUMI CEBADAPAMPA ATUPAMPA SHOYOC LIC LIC SHIRACURRAL MOYAN N.9000000 E.7001500 E.7003000 E.7004500 E.7006000 E.7007500 E.7009000 E.7010500 E.7012000 N.9001500 N.9003000 N.9004500 N.9006000 N.9007500 N.9009000 N.9010500 N.9012000 E.7000000 LEYENDA CASERIO CARRTERA CAMINO DE HERRADRA CAPITAL DE DISTRITO DISTRITO DE CURGOS SARIN SAN JUAN ESCUGURCO SAN BERNARDO URUSPAMPA GOMISPAMPA POC POC LLANTÉN MUNMALCA CEBADAPAMPA MOYAN PLANO DE UBICACION PLANO DE LOCALIZACION AGUA POTABLE SAN BERNARDO PLANO DE UBICACION DISTRITO DE SARIN AGUA POTABLE CASERIO SAN BERNARDO AUTOR ING:AJSN ESCALA PU-01 OCTUBRE-2011

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