Industrial Nave With Details DWG Detail for AutoCAD

industrial nave – Structural details – Columns – Beams

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

right of way, to Queretaro, recreational area, gas, substation, to sn. miguel de allende, mz-xi, right of, via canal, mz-x, mz-ix, of black water, treatment plant, m-xvi, corporate building, mz-viii, mz-vii, mz-v, mz -iv, mz-iii, mz-ii, mz-i, mz-vi, to san luis potosi, to port de aguirre, electric, right of via sct, channel, to cd. from mexico, well, street the ferris wheel, right of way, plant, water, a chichimequillas, ffcc, ejido gabriel leyva, requested by ejidatarios, right of way, outgoing testing room, auto color mixer, water out, turbo fan blower, water in, scrap tank, rescrap tank, auto bag filter, vergin tank, ups, dynisco, hexa headed bolt, spring washer, plane washer, roller chain sprocket, grouting, assembly plant, scale: without, location sketch, location of the site , notes, trabes extension, existing beams, symbology, lower bed, both directions, upper bed, npt, contratrabe, given type, concrete template, new foundation, existing foundation

Raw text data extracted from CAD file:

10.00 10.00 20.003 16.503 20.003 16.503 20.003 16.500 16.503 20.003 44.000 16.503 65.00 65.0 25.002 25.00 16.50 16.50 7 L R=30 R=30 170.54m 205.52m 95.00m 5 L25-1 SUP.UTIL=18,576.018 m2 AREA VIALIDAD=1,430.508 m2 104.691m 87.955m SUP.TOT.=20,006.526 m2 w w DERECHO DE VIA DERECHO DE VIA A QUERETARO w w w w ZONA RECREATIVA 155.12 m P 23.83 m 0 3 . 7 8 = L m 3 6 . 4 0 1 = L 110.37 m 4973.10 m2 L-1 9.00 6.00 DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA GASODUCTO 16" PEMEX LINEA DE TRANSMISION 230 KV. w w P P P w w w w w 30.00 67.55m 126.06m 34.99 m L = 4 0 . 7 5 1.50m 144.49 m 30.71 59.62m 410 3490' 3491' 3492' 409 408 46487.46 m2 L-5 34.82 DE GAS SUBESTACION A SN. MIGUEL DE ALLENDE MZ-XI 24.51m w 18.71 3466 w w 407 R=15 10.00 DERECHO DE VIA CANAL MZ-X MZ-IX 9.00 DERECHO DE VIA 30.00 MTS. 82.52m 75.00m 75.00m 22619.56 m2 188.48m 7500.00m2 7500.00m2 L-10 74489.81 m2 6269.15 m2 6215.62 m2 L-12 42.88m 3457' DERECHO DE DERECHO DE VIA 30.00 MTS. w w w w w m 8 5 . 4 2 1 = L 120.13 m (CENTRAL DE TELEFONOS) w w w w w w 6.00 D D P P w w w w w P 30.00 B P P w w w w w w w w w w w w w w w w w w P P P P P DE AGUAS NEGRAS PLANTA DE TRATAMIENTO A A E E E Long=139.38m 130.09m 59.87m 79.33m L = 2 3 . 7 0 m 70.14m 78.66m 70.82m 75.00m 74.33m 78.37m 105.14m 81.80m L = 2 3 . 4 3 75.00m 75.00m 20232.08 m2 L-9 L-10 47888.98 m2 12.44m 10.13m 27.42m 23.04m 19.29m 25.03m 49.69m 26.59m 71.66m 74.36m 125.00m 138.48m 25.69m 21.82m 33.91m 26.82m 35.05 L = 7 4 . 9 0 m 21.30m 188.51m 300.00m L-11 120.00m L-7 L-8 7500.00m2 L-2 29809.12 m2 60.69m 70.52m 113.30m 87.18m L-3 8344.70 m2 100.46m 116.15m 18795.20 m2 L-4 53.35m 115.00m 273.53m 248.40m 23147.48 m2 L-5 53.94m 300.63m 75.00m 59.95m 20997.78 m2 L-6 85.63m 75.00m 259.31m 17898.55 m2 L-7 85.63m 217.99m 75.00m L-8 14793.17 m2 176.22m 53.86m 31.99m 75.00m L-9 11622.66 m2 86.21m 133.71m 75.00m L-13 6162.08 m2 L-14 9681.90 m2 105.74m 50.80 L = 2 3 . 5 5 m 5850.27 m2 L-1 49.90m 59.28m L = 2 3 . 5 7 m 5567.41 m2 L-2 L-3 5824.93 m2 77.66m L-4 10690.01 m2 86.11m 13.63 58.81m 11.97m 48.28 43.86 52.48 37.73m L = 9 7 . 5 2 m 72.26m 13.66 65.0 25.00 16.50 71.94m 84.19m 290.40m 22.52m 229.32m 3642 3456' 3530 3500 3468 3467 3494' 406 3493' 3535' 402 403 405 404 3643 401 461 460 459 458 457 456 455 454 453 3546 3469 L = 5 7 . 9 1 m R=30 R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 15.90m 60.00m 10.95m 230.90m 32.51m 44.56m 34.22m L-1 2479.75m2 R=28 R=28 R=28 10.00 VIA CANAL w w 30.00 25.00 m 7 5 . 6 1 1 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 6 9 . 5 3 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 8 2 . 8 5 = L m 2 1 . 7 4 = L . 7 4 = L m 8 2 . 8 5 = L 4 = L 30.00 m 3 7 . 5 6 = L m 8 2 . 8 5 = L . L = 2 1 2 0 . 5 0 5 2 = L MZ-VIII MZ-VII MZ-V MZ-IV MZ-III MZ-II MZ-I 90.27m 110.87m 106.01m 119.74m O78-67 1060 1060-1' MZ-VI 0 5 6 4 L = R=28 30.00 RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 D D A A B B D D D D C C C D D C C D D C C A SAN LUIS POTOSI GASODUCTO DE PEMEX 16" DE 0 LINEA DE TRANSMISION 230 KV LINEA DE TRANSMISION 115 KV RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA w w w R=60 A PUERTO DE AGUIRRE SUBESTACION ELECTRICA DERECHO DE VIA SCT C A N A L A CD. DE MEXICO w E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 227.63m 13730.66 m2 13484.04 m2 13237.42 m2 12990.81 m2 12747.34 m2 12566.34 m2 12409.63 m2 24523.43 m2 75.00m 75.00m 75.00m 75.00m 150.00m 25.73 133.59m 60.14m 60.00m 60.00m 226.79m 60.14m 222.68m 60.14m 60.00m 218.57m 60.14m 60.00m 214.46m 44.22m 60.00m 210.74m 60.06m 60.00m 208.13m 60.06m 60.00m R=15 130.00m 125.00m 188.47m 145.03m 60.00m 60.00m 110.00m 173.43m 119.97m 104.91m 188.38m 173.41m 83.23m 75.00m 83.95m 75.00m 110.00m 105.00m 125.00m L-1 125.00m 60.00m 76.69m 113.68m 67.42m L = 3 5 . 9 6 m 60.00m 13962.25 M2 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 7500.00 M2 125.00m 60.00m 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 125.00m 125.00m 60.00m 60.00m 14806.86 M2 90.00m 120.00m 14806.86 m2 125.00m 90.00m 125.00m 60.00m 136.69m 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 90.27m 81.55m 125.00m 12191.08 m2 L-1 11959.63 m2 51.40m 113.68m 60.67m 60.00m 125.00m L = 3 5 . 9 6 m L-2 60.00m 60.00m 125.00m 7500.00 m2 7500.00 m2 L-3 L-4 7500.00 m2 L-5 7500.00 m2 7500.00 m2 L-6 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 R=30 125.00m 60.00m 125.00m 60.00m 125.00m 125.00m 60.00m 90.00m 95.00m 120.00m 90.00m 14806.87 m2 L-13 14806.86 m2 L-14 7500.00 m2 7500.00 m2 L-15 L-16 7500.00 m2 L-17 7500.00 m2 L-18 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 60.00m 60.00m 125.00m 125.00m 125.00m 90.27m 65.53m 10188.45 m2 L-1 10127.71 m2 L = 3 5 . 9 6 m 113.68m 36.74m 60.00m 125.00m 125.00m L-2 L-3 7500.00 m2 7500.00 m2 7500.00 m2 L-4 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 7500.00 m2 L-12 7500.00 m2 L-13 7500.00 m2 L-14 14806.85m2 L-15 14806.86 m2 60.00m 60.00m 125.00m 125.00m 90.00m 95.00m 120.00m 125.00m 60.00m 125.00m 90.00m 95.00m 7500.00 m2 L-16 L-17 7500.00 m2 L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 7500.00 m2 125.00m 60.00m 125.00m 60.00m L-1 20.72m 8125.09 m2 125.00m 89.99m 113.68m 60.00m 60.00m 125.00m 7500.00 m2 L-2 L-3 7500.00 m2 L-4 7500.00 m2 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 7500.00 m2 L-13 7500.00 m2 L-14 7500.00 m2 L-15 7500.00 m2 L-16 14806.86 m2 90.00m 125.00m 60.00m 60.00m 125.00m 120.00m 95.00m L-17 14806.85 m2 125.00m 125.00m 60.00m 90.00m 95.00m L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 L-25 7500.00 m2 L-26 7500.00 m2 L-27 7500.00 m2 L-28 7500.00 m2 L-29 7500.00 m2 L-30 7500.00 m2 L-31 7500.00 m2 12525.02 m2 L-32 60.00m 125.00m 125.00m 50.95m 46.36m 6,900.00 m2 L-2 6,900.00 m2 L-3 L-4 13,751.98 m2 11,806.86m2 L-5 L-10 6,000.00 m2 L-9 5,574.68 m2 L-8 6657.40 m2 L-7 6336.30 m2 L-6 11,615.35 m2 60.00m 60.00m L-12 27288.50 m2 22548.30 m2 L-13 L-14 11302.43 m2 188.37m 60.00m 60.00m 60.00m 60.00m 188.35m 60.00m 11301.47 m2 L-15 L-16 11300.49m2 60.00m 188.33m 60.00m 11299.50m2 L-17 60.00m 188.32m 60.00m 11298.53m2 L-18 60.00m 188.30m 60.00m L-19 11297.55m2 60.00m 188.28m 60.00m 11296.56m2 L-20 60.00m 60.00m 188.27m 11295.59m2 L-21 60.00m 60.00m 188.25m 60.00m 188.24m 60.00m 11294.60m2 L-22 60.00m 188.22m 60.00m 11293.63m2 L-23 60.00m 188.20m 83.93m L-24 11292.66m2 L-25 26333.94 m2 26.74m L = 7 3 . 9 4 m 111.98m 212.58m 105.43m 97.64m 27876.97m2 L-2 59.80m 9126.28m2 L-3 159.71m 61.90m 144.50m 61.90m L-4 8213.31m2 125.00m 129.28m 43.12m 17.41m 7536.13m2 L-5 7500.00m2 L-6 60.00m 125.00m L-7 7500.00m2 L-8 7500.00m2 L-9 7500.00m2 L-10 7500.00m2 L-11 7500.00m2 125.00m L-12 14949.56 m2 L-1 18078.87 m2 7500.00m2 L-2 125.00m L-3 7500.00m2 L-4 7500.00m2 L-5 7500.00m2 L-6 L-11 7500.00 m2 L-26 7500.00 m2 L-27 L-28 D D 5 5 5 5 5 5 5 R=15 5 5 65.00 5 16.50 60.00m 60.00m 60.00m 60.00m 15856.54 m2 556.49m L = 7 2 . 2 9 m 72.88m O78-61 450 3501 400' 202 6 451 3540" 3557' 3556 3548 452 O78-59 3536 O78-21 7862'-1 O78-67' O78-20 O78-62 POZO R=30 R=30 R=30 R=30 CURVA No. 2 CURVA No. 5 CALLE LA NORIA 25-05 25-04 25-03 25-01 7 6 L = 4 7 . 1 2 m R=30 A QUERETARO 5' E R=28 . 155.601m 3536 L-2 L-1 30000.00 m2 219.370 32641.26 m2 106,028.57 m2 L-3 21.89 81.741 289.721 324.779 21.89 158.502 51.692 25.369 19.447 19.510 19.986 19.362 19.984 18.839 21.321 18.200 44.152 25.479 134.786 10.449 LC=25.55 LC=39.02 88.141 97.467 69.322 18.799 34.057 LC=45.03 42.034 LC=34.33 13.647 R=30 R=30 R=30 R=30 R=63.88 R=24.94 R=188.46 R=187.37 21.89 124.980 LC=24.25 LC=64.12 16.669 28.251 126.264 R=28 R=16 2 L-1 99,874.27 m2 175,416.850 m2 168,669.87 m2 21.89 274.611 115.000 100.500 128.259 275.305 325.028 60.000 60.000 112.361 115.000 115.000 60.000 60.000 120.000 95.000 21.89 100.000 60.000 100.000 90.000 70.000 47.12 90.000 60.000 44.000 103.387 107.823 109.790 60.164 60.164 43.428 47.12 25.09 25.13 38.99 24.25 10.478 R=16 R=28 10650.06 m2 10650.05 m2 173.79m 22582.15 m2 40937.79 m2 20960.12 m2 20906.18 m2 41650.51 m2 172.50m Servidumbre de Paso 120.00m 25-023 25-011 G G 8182.88 m2 60.00 60.00 115.29 LONG. 217.72 LONG. 208.60 177.50m 177.50m 50.00 50.00 50.00 50.00 44.41 5.00 5.00 5.00 PLANTA DE AGUA L-19 5.00 134.061m A CHICHIMEQUILLAS 204.00 F.F.C.C. DERECHO DE VIA SCT (20.00 mts) L-9 194.43m 50974.04 m2 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-20 L-21 L-22 L-23 L-24 177.50m 177.50m 120.00m 21300.32 m2 60.00m 177.50m 10650.13 m2 10650.12 m2 177.50m 60.00m 177.50m 60.00m 10650.10 m2 177.50m 60.00m 10650.08 m2 60.00m 60.00m 127.25m 281.27m 75.00m 280.55m 21068.18 m2 279.83m 75.00m 279.11m 75.00m 21014.07 m2 278.39m 75.00m 150.01m 254.90m 255.15m DERECHO DE VIA SCT (20.00 mts) 3543 3549 3544 3554 C-3 B-3 3429' 3463' 3493" 3511 3524' 3526 C-4 O78-24 O78-23 O78-15 L-1 43.38m 270.96m 12.09m 269.82m 5,216.32 m2 3493" PROYECTO DE SUBDIVISION LOTE 25 L25-2 25-022 25-012 SUP.UTIL=27,823.456 m2 AREA VIALIDAD=2,176.544 m2 175.399m SUP.TOT.=30,000.000 m2 164.555m 6.501m X X X X 175.877m EJIDO GABRIEL LEYVA EJIDO GABRIEL LEYVA L25-3 L25-4 25-021 25-013 25-02 SUP.UTIL=18,284.986 m2 SUP.UTIL=18,685.936 m2 AREA VIALIDAD=1,980.433 m2 AREA VIALIDAD=1,715.014 m2 SUP.TOT.=20,666.369 m2 146.640m X X X X X X X 150.055m 135.647m SUP.TOT.=20,000.000 m2 125.581m SOLICITADA POR EJIDATARIOS SERVIDUMBRE DE PASO X X X X X X X X X X X X X X 131.279m 3511 G G R=5.0 R=5.0 m 2 1 m 2 1 . m 2 1 . 7 4 = C 60.00m 60.00m 60.00m 60.00m 122.25m 95.00m 95.00m 77.579m 177.523m F F 60.00m 60.00m \A1;10.00 \A1;10.00 \A1;10.00 \A1;9.75 \A1;10.00 \A1;10.00 \A1;8.50 \A1;1.50 \A1;9.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.75 \A1;1.00 \A1;1.50 \A1;8.50 \A1;Radio de doblez 152mm \A1;15.0 \A1;10.30 \A1;15.0 \A1;0.05 \A1;0.05 \A1;0.40 \A1;0.50 \A1;1.00 \A1;20.003 \A1;10.00 \A1;65.0 \A1;25.00 \A1;16.50 \A1;10.00 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.500 \A1;16.503 \A1;44.000 \A1;16.503 \A1;65.00 \A1;25.002 \A1;16.50 OUTGOING TESTING ROOM 5 5 5 5 5 5 (3ZONE) AUTO COLOR MIXER WATER OUT TURBO FAN BLOWER WATER IN (10Hp) (1TON ) SCRAP TANK RESCRAP TANK (6m) 3 LOADER 7.5HP \M+3C1A6\M+3BDC0\M+3B0C7\M+3C1B6\M+3B1E2 1.2 TON 1.2 TON \M+3BFAD\M+3C7B3\M+3B0C7\M+3C1B6\M+3B1E2 OVER HEAD CRANE(1.5TON) (5M /MIN) & AUTO BAG FILTER 3 VERGIN TANK 3 (10m) HOIST(1TON) sube Y 1-2 Y 1 X X X X 4 5 6 7-1 3 X 2 X 1 X 1060T10 DYNISCO Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T A 3' B C D E F F" 4 3" G 5 5 8 X 1-1 Y 5 5 5 5 5 8.75 5 5 5 C-2 C-2A PL-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-2A PL-1 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-1A PL-1 C-2A PL-1 PL-1 C-2A 15.0 10.30 ANCLA 1" DIAM Radio de doblez 152mm 15.0 0.05 0.05 0.40 0.50 o 3 45 4 1" PL 1" C-2 C-1 GROUTING NPT+0.00 A' F" 5 C-2 A-100 1:500 PLANTA DE CONJUNTO ESCALA 1:500 PLANTA DE CONJUNTO ESCALA: SIN CROQUIS DE LOCALIZACION LOCALIZACION DEL PREDIO ESCALA: SIN R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 m 8 2 . 8 5 = L R=30 R=15 173.43m 119.97m 104.91m 188.38m 173.41m 110.00m 105.00m 125.00m L-1 60.67m L-25 22548.30 m2 L-13 L-14 188.37m L-10 L-11 L-12 14949.56 m2 R=15 L-15 10.00 10.00 20.003 16.503 20.003 16.503 20.003 16.500 16.503 20.003 44.000 16.503 65.00 65.0 25.002 25.00 16.50 16.50 7 L R=30 R=30 170.54m 205.52m 95.00m 5 L25-1 SUP.UTIL=18,576.018 m2 AREA VIALIDAD=1,430.508 m2 104.691m 87.955m SUP.TOT.=20,006.526 m2 w w DERECHO DE VIA DERECHO DE VIA A QUERETARO w w w w ZONA RECREATIVA 155.12 m P 23.83 m 0 3 . 7 8 = L m 3 6 . 4 0 1 = L 110.37 m 4973.10 m2 L-1 9.00 6.00 DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA GASODUCTO 16" PEMEX LINEA DE TRANSMISION 230 KV. w w P P P w w w w w 30.00 67.55m 126.06m 34.99 m L = 4 0 . 7 5 1.50m 144.49 m 30.71 59.62m 410 3490' 3491' 3492' 409 408 46487.46 m2 L-5 34.82 DE GAS SUBESTACION A SN. MIGUEL DE ALLENDE MZ-XI 24.51m w 18.71 3466 w w 407 R=15 10.00 DERECHO DE VIA CANAL MZ-X MZ-IX 9.00 DERECHO DE VIA 30.00 MTS. 82.52m 75.00m 75.00m 22619.56 m2 188.48m 7500.00m2 7500.00m2 L-10 74489.81 m2 6269.15 m2 6215.62 m2 L-12 42.88m 3457' DERECHO DE DERECHO DE VIA 30.00 MTS. w w w w w m 8 5 . 4 2 1 = L 120.13 m (CENTRAL DE TELEFONOS) w w w w w w 6.00 D D P P w w w w w P 30.00 B P P w w w w w w w w w w w w w w w w w w P P P P P DE AGUAS NEGRAS PLANTA DE TRATAMIENTO A A E E E Long=139.38m 130.09m 59.87m 79.33m L = 2 3 . 7 0 m 70.14m 78.66m 70.82m 75.00m 74.33m 78.37m 105.14m 81.80m L = 2 3 . 4 3 75.00m 75.00m 20232.08 m2 L-9 L-10 47888.98 m2 12.44m 10.13m 27.42m 23.04m 19.29m 25.03m 49.69m 26.59m 71.66m 74.36m 125.00m 138.48m 25.69m 21.82m 33.91m 26.82m 35.05 L = 7 4 . 9 0 m 21.30m 188.51m 300.00m L-11 120.00m L-7 L-8 7500.00m2 L-2 29809.12 m2 60.69m 70.52m 113.30m 87.18m L-3 8344.70 m2 100.46m 116.15m 18795.20 m2 L-4 53.35m 115.00m 273.53m 248.40m 23147.48 m2 L-5 53.94m 300.63m 75.00m 59.95m 20997.78 m2 L-6 85.63m 75.00m 259.31m 17898.55 m2 L-7 85.63m 217.99m 75.00m L-8 14793.17 m2 176.22m 53.86m 31.99m 75.00m L-9 11622.66 m2 86.21m 133.71m 75.00m L-13 6162.08 m2 L-14 9681.90 m2 105.74m 50.80 L = 2 3 . 5 5 m 5850.27 m2 L-1 49.90m 59.28m L = 2 3 . 5 7 m 5567.41 m2 L-2 L-3 5824.93 m2 77.66m L-4 10690.01 m2 86.11m 13.63 58.81m 11.97m 48.28 43.86 52.48 37.73m L = 9 7 . 5 2 m 72.26m 13.66 65.0 25.00 16.50 71.94m 84.19m 290.40m 22.52m 229.32m 3642 3456' 3530 3500 3468 3467 3494' 406 3493' 3535' 402 403 405 404 3643 401 461 460 459 458 457 456 455 454 453 3546 3469 L = 5 7 . 9 1 m R=30 R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 15.90m 60.00m 10.95m 230.90m 32.51m 44.56m 34.22m L-1 2479.75m2 R=28 R=28 R=28 10.00 VIA CANAL w w 30.00 25.00 m 7 5 . 6 1 1 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 6 9 . 5 3 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 8 2 . 8 5 = L m 2 1 . 7 4 = L . 7 4 = L m 8 2 . 8 5 = L 4 = L 30.00 m 3 7 . 5 6 = L m 8 2 . 8 5 = L . L = 2 1 2 0 . 5 0 5 2 = L MZ-VIII MZ-VII MZ-V MZ-IV MZ-III MZ-II MZ-I 90.27m 110.87m 106.01m 119.74m O78-67 1060 1060-1' MZ-VI 0 5 6 4 L = R=28 30.00 RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 D D A A B B D D D D C C C D D C C D D C C A SAN LUIS POTOSI GASODUCTO DE PEMEX 16" DE 0 LINEA DE TRANSMISION 230 KV LINEA DE TRANSMISION 115 KV RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA w w w R=60 A PUERTO DE AGUIRRE SUBESTACION ELECTRICA DERECHO DE VIA SCT C A N A L A CD. DE MEXICO w E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 227.63m 13730.66 m2 13484.04 m2 13237.42 m2 12990.81 m2 12747.34 m2 12566.34 m2 12409.63 m2 24523.43 m2 75.00m 75.00m 75.00m 75.00m 150.00m 25.73 133.59m 60.14m 60.00m 60.00m 226.79m 60.14m 222.68m 60.14m 60.00m 218.57m 60.14m 60.00m 214.46m 44.22m 60.00m 210.74m 60.06m 60.00m 208.13m 60.06m 60.00m R=15 130.00m 125.00m 188.47m 145.03m 60.00m 60.00m 110.00m 173.43m 119.97m 104.91m 188.38m 173.41m 83.23m 75.00m 83.95m 75.00m 110.00m 105.00m 125.00m L-1 125.00m 60.00m 76.69m 113.68m 67.42m L = 3 5 . 9 6 m 60.00m 13962.25 M2 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 7500.00 M2 125.00m 60.00m 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 125.00m 125.00m 60.00m 60.00m 14806.86 M2 90.00m 120.00m 14806.86 m2 125.00m 90.00m 125.00m 60.00m 136.69m 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 90.27m 81.55m 125.00m 12191.08 m2 L-1 11959.63 m2 51.40m 113.68m 60.67m 60.00m 125.00m L = 3 5 . 9 6 m L-2 60.00m 60.00m 125.00m 7500.00 m2 7500.00 m2 L-3 L-4 7500.00 m2 L-5 7500.00 m2 7500.00 m2 L-6 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 R=30 125.00m 60.00m 125.00m 60.00m 125.00m 125.00m 60.00m 90.00m 95.00m 120.00m 90.00m 14806.87 m2 L-13 14806.86 m2 L-14 7500.00 m2 7500.00 m2 L-15 L-16 7500.00 m2 L-17 7500.00 m2 L-18 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 60.00m 60.00m 125.00m 125.00m 125.00m 90.27m 65.53m 10188.45 m2 L-1 10127.71 m2 L = 3 5 . 9 6 m 113.68m 36.74m 60.00m 125.00m 125.00m L-2 L-3 7500.00 m2 7500.00 m2 7500.00 m2 L-4 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 7500.00 m2 L-12 7500.00 m2 L-13 7500.00 m2 L-14 14806.85m2 L-15 14806.86 m2 60.00m 60.00m 125.00m 125.00m 90.00m 95.00m 120.00m 125.00m 60.00m 125.00m 90.00m 95.00m 7500.00 m2 L-16 L-17 7500.00 m2 L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 7500.00 m2 125.00m 60.00m 125.00m 60.00m L-1 20.72m 8125.09 m2 125.00m 89.99m 113.68m 60.00m 60.00m 125.00m 7500.00 m2 L-2 L-3 7500.00 m2 L-4 7500.00 m2 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 7500.00 m2 L-13 7500.00 m2 L-14 7500.00 m2 L-15 7500.00 m2 L-16 14806.86 m2 90.00m 125.00m 60.00m 60.00m 125.00m 120.00m 95.00m L-17 14806.85 m2 125.00m 125.00m 60.00m 90.00m 95.00m L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 L-25 7500.00 m2 L-26 7500.00 m2 L-27 7500.00 m2 L-28 7500.00 m2 L-29 7500.00 m2 L-30 7500.00 m2 L-31 7500.00 m2 12525.02 m2 L-32 60.00m 125.00m 125.00m 50.95m 46.36m 6,900.00 m2 L-2 6,900.00 m2 L-3 L-4 13,751.98 m2 11,806.86m2 L-5 L-10 6,000.00 m2 L-9 5,574.68 m2 L-8 6657.40 m2 L-7 6336.30 m2 L-6 11,615.35 m2 60.00m 60.00m L-12 27288.50 m2 22548.30 m2 L-13 L-14 11302.43 m2 188.37m 60.00m 60.00m 60.00m 60.00m 188.35m 60.00m 11301.47 m2 L-15 L-16 11300.49m2 60.00m 188.33m 60.00m 11299.50m2 L-17 60.00m 188.32m 60.00m 11298.53m2 L-18 60.00m 188.30m 60.00m L-19 11297.55m2 60.00m 188.28m 60.00m 11296.56m2 L-20 60.00m 60.00m 188.27m 11295.59m2 L-21 60.00m 60.00m 188.25m 60.00m 188.24m 60.00m 11294.60m2 L-22 60.00m 188.22m 60.00m 11293.63m2 L-23 60.00m 188.20m 83.93m L-24 11292.66m2 L-25 26333.94 m2 26.74m L = 7 3 . 9 4 m 111.98m 212.58m 105.43m 97.64m 27876.97m2 L-2 59.80m 9126.28m2 L-3 159.71m 61.90m 144.50m 61.90m L-4 8213.31m2 125.00m 129.28m 43.12m 17.41m 7536.13m2 L-5 7500.00m2 L-6 60.00m 125.00m L-7 7500.00m2 L-8 7500.00m2 L-9 7500.00m2 L-10 7500.00m2 L-11 7500.00m2 125.00m L-12 14949.56 m2 L-1 18078.87 m2 7500.00m2 L-2 125.00m L-3 7500.00m2 L-4 7500.00m2 L-5 7500.00m2 L-6 L-11 7500.00 m2 L-26 7500.00 m2 L-27 L-28 D D 5 5 5 5 5 5 5 R=15 5 5 65.00 5 16.50 60.00m 60.00m 60.00m 60.00m 15856.54 m2 556.49m L = 7 2 . 2 9 m 72.88m O78-61 450 3501 400' 202 6 451 3540" 3557' 3556 3548 452 O78-59 3536 O78-21 7862'-1 O78-67' O78-20 O78-62 POZO R=30 R=30 R=30 R=30 CURVA No. 2 CURVA No. 5 CALLE LA NORIA 25-05 25-04 25-03 25-01 7 6 L = 4 7 . 1 2 m R=30 A QUERETARO 5' E R=28 . 155.601m 3536 L-2 L-1 30000.00 m2 219.370 32641.26 m2 106,028.57 m2 L-3 21.89 81.741 289.721 324.779 21.89 158.502 51.692 25.369 19.447 19.510 19.986 19.362 19.984 18.839 21.321 18.200 44.152 25.479 134.786 10.449 LC=25.55 LC=39.02 88.141 97.467 69.322 18.799 34.057 LC=45.03 42.034 LC=34.33 13.647 R=30 R=30 R=30 R=30 R=63.88 R=24.94 R=188.46 R=187.37 21.89 124.980 LC=24.25 LC=64.12 16.669 28.251 126.264 R=28 R=16 2 L-1 99,874.27 m2 175,416.850 m2 168,669.87 m2 21.89 274.611 115.000 100.500 128.259 275.305 325.028 60.000 60.000 112.361 115.000 115.000 60.000 60.000 120.000 95.000 21.89 100.000 60.000 100.000 90.000 70.000 47.12 90.000 60.000 44.000 103.387 107.823 109.790 60.164 60.164 43.428 47.12 25.09 25.13 38.99 24.25 10.478 R=16 R=28 10650.06 m2 10650.05 m2 173.79m 22582.15 m2 40937.79 m2 20960.12 m2 20906.18 m2 41650.51 m2 172.50m Servidumbre de Paso 120.00m 25-023 25-011 G G 8182.88 m2 60.00 60.00 115.29 LONG. 217.72 LONG. 208.60 177.50m 177.50m 50.00 50.00 50.00 50.00 44.41 5.00 5.00 5.00 PLANTA DE AGUA L-19 5.00 134.061m A CHICHIMEQUILLAS 204.00 F.F.C.C. DERECHO DE VIA SCT (20.00 mts) L-9 194.43m 50974.04 m2 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-20 L-21 L-22 L-23 L-24 177.50m 177.50m 120.00m 21300.32 m2 60.00m 177.50m 10650.13 m2 10650.12 m2 177.50m 60.00m 177.50m 60.00m 10650.10 m2 177.50m 60.00m 10650.08 m2 60.00m 60.00m 127.25m 281.27m 75.00m 280.55m 21068.18 m2 279.83m 75.00m 279.11m 75.00m 21014.07 m2 278.39m 75.00m 150.01m 254.90m 255.15m DERECHO DE VIA SCT (20.00 mts) 3543 3549 3544 3554 C-3 B-3 3429' 3463' 3493" 3511 3524' 3526 C-4 O78-24 O78-23 O78-15 L-1 43.38m 270.96m 12.09m 269.82m 5,216.32 m2 3493" PROYECTO DE SUBDIVISION LOTE 25 L25-2 25-022 25-012 SUP.UTIL=27,823.456 m2 AREA VIALIDAD=2,176.544 m2 175.399m SUP.TOT.=30,000.000 m2 164.555m 6.501m X X X X 175.877m EJIDO GABRIEL LEYVA EJIDO GABRIEL LEYVA L25-3 L25-4 25-021 25-013 25-02 SUP.UTIL=18,284.986 m2 SUP.UTIL=18,685.936 m2 AREA VIALIDAD=1,980.433 m2 AREA VIALIDAD=1,715.014 m2 SUP.TOT.=20,666.369 m2 146.640m X X X X X X X 150.055m 135.647m SUP.TOT.=20,000.000 m2 125.581m SOLICITADA POR EJIDATARIOS SERVIDUMBRE DE PASO X X X X X X X X X X X X X X 131.279m 3511 G G R=5.0 R=5.0 m 2 1 m 2 1 . m 2 1 . 7 4 = C 60.00m 60.00m 60.00m 60.00m 122.25m 95.00m 95.00m 77.579m 177.523m F F 60.00m 60.00m \A1;10.00 \A1;10.00 \A1;10.00 \A1;9.75 \A1;10.00 \A1;10.00 \A1;8.50 \A1;1.50 \A1;9.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;1.20 \A1;8.50 \A1;0.40 \A1;0.76 \A1;35 \A1;80 \A1;35 \A1;0.025 \A1;10 \A1;0.60 \A1;140 \A1;0.025 \A1;0.60 x 76 = 38 \A1;0.025 \A1;35 \A1;10 \A1;35 \A1;80 \A1;1.00 \A1;8.75 \A1;1.00 \A1;35 \A1;75 \A1;35 \A1;3@76=228 \A1;1.46 \A1;0.30 \A1;0.29 \A1;8.25 \A1;0.818 \A1;0.182 \A1;0.818 \A1;0.182 \A1;20.003 \A1;10.00 \A1;65.0 \A1;25.00 \A1;16.50 \A1;10.00 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.500 \A1;16.503 \A1;44.000 \A1;16.503 \A1;65.00 \A1;25.002 \A1;16.50 OUTGOING TESTING ROOM 5 5 5 5 5 5 (3ZONE) AUTO COLOR MIXER WATER OUT TURBO FAN BLOWER WATER IN (10Hp) (1TON ) SCRAP TANK RESCRAP TANK (6m) 3 LOADER 7.5HP \M+3C1A6\M+3BDC0\M+3B0C7\M+3C1B6\M+3B1E2 1.2 TON 1.2 TON \M+3BFAD\M+3C7B3\M+3B0C7\M+3C1B6\M+3B1E2 OVER HEAD CRANE(1.5TON) (5M /MIN) & AUTO BAG FILTER 3 VERGIN TANK 3 (10m) HOIST(1TON) sube Y 1-2 Y 1 X X X X 4 5 6 7-1 3 X 2 X 1 X 1060T10 DYNISCO Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T A 3' B C D E F F' 4 3" G 5 5 8 X 1-1 Y 5 5 5 5 5 5 5 3. EL PESO DE LAS VIGAS ESTA EN Lb/pie DE 3/4"d x 4" 2. LOS NUMEROS EN PARENTESIS INDICAN LOS PERNOS NELSON 1. EL ACERO DE LAS VIGAS SERA DUAL fy=3,579.00 kg/cm2 NOTAS TRABES AMPLIACION TRABES EXISTENTES SIMBOLOGIA W18x35 (10) W16x31 (20) W18x35 (10) W18x40 (10) W24x68 (10) W24x68 (10) W18x40 (10) W18x35 (2) W18x35 (2) W12x14 (9) W6x9(3) 0.40 0.76 3 @ 76 = 228 13/16" = 3/4" A325X 35 80 35 10 PL 7/8" 8 PL 7/8" 3L 6 0.025 10 PL 7/8" X 180 Acero en PL's y 's A-36 Tornillos 7/8" Soldadura E70 XX A325N Corte 1-1 DET-1 3 45 o W 18X40 0.60 PL 7/8" X 180 15/16" Tornillos 7/8" DETALLE W 18x40 Tornillos 7/8" 13/16" Tornillos 7/8" W 24 x 68 W24x68 15/16" 140 o 3 45 PL 1" 0.025 Acero en PL's y 's A-36 PL 1" X 260 PL 1" X 260 0.60 x 76 = 38 0.025 7 3L PL 1" 3L PL 1" 8 PL 1" 10 Soldadura E70 XX Tornillos 7/8" A325N Corte 1-1 DET-1 DETALLE W 24x68 13/16" 35 10 7 5 @ 76 14 W 24x68 35 2 4 x 4 x 5/16" 80 7 A' 5 F" 8.75 5 W6x9 (2) W12x14 (9) W18x35 (2) W18x35 (2) W18x35 (2) W18x35 (2) DETALLE W 18 x 35 W18X35 COL C-1 W18X35 CORTE 1-1 6 6 6 35 75 35 3@76=228 2 3x3x1/4" 5 13/16" Tornillos 7/8" 3"' 5 5 5 W18x35 (2) 5 0.182 5 5 W16x31 (20) W16x31 (20) W18x35 (10) W14x22 (10) W18x35 (10) W18x35 (28) W18x35 (28) W18x35 (28) W18x35 (10) W14x22 (10) W18x35 (10) W18x35 (28) W18x35 (28) W18x35 (28) W18x35 (10) W14x22 (11) W18x35 (2) W24x68 (10) W18x35 (10) W14x22 (11) W18x35 (28) W18x35 (28) W18x35 (28) W18x35 (10) W24x68 (10) W18x35 (10) W18x35 (28) W18x35 (28) W18x35 (28) W14x22 (11) W18x35 (10) W24x68 (10) W18x35 (10) W16x25 (12) W14x22 (11) W16x25 (12) W16x25 (12) W18x35 (2) W18x35 (2) W18x35 (2) W18x35 (2) W18x35 (2) A-100 1:500 PLANTA DE CONJUNTO ESCALA 1:500 PLANTA DE CONJUNTO ESCALA: SIN CROQUIS DE LOCALIZACION LOCALIZACION DEL PREDIO ESCALA: SIN R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 m 8 2 . 8 5 = L R=30 R=15 173.43m 119.97m 104.91m 188.38m 173.41m 110.00m 105.00m 125.00m L-1 60.67m L-25 22548.30 m2 L-13 L-14 188.37m L-10 L-11 L-12 14949.56 m2 R=15 L-15 10.00 10.00 20.003 16.503 20.003 16.503 20.003 16.500 16.503 20.003 44.000 16.503 65.00 65.0 25.002 25.00 16.50 16.50 7 L R=30 R=30 170.54m 205.52m 95.00m 5 L25-1 SUP.UTIL=18,576.018 m2 AREA VIALIDAD=1,430.508 m2 104.691m 87.955m SUP.TOT.=20,006.526 m2 w w DERECHO DE VIA DERECHO DE VIA A QUERETARO w w w w ZONA RECREATIVA 155.12 m P 23.83 m 0 3 . 7 8 = L m 3 6 . 4 0 1 = L 110.37 m 4973.10 m2 L-1 9.00 6.00 DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA GASODUCTO 16" PEMEX LINEA DE TRANSMISION 230 KV. w w P P P w w w w w 30.00 67.55m 126.06m 34.99 m L = 4 0 . 7 5 1.50m 144.49 m 30.71 59.62m 410 3490' 3491' 3492' 409 408 46487.46 m2 L-5 34.82 DE GAS SUBESTACION A SN. MIGUEL DE ALLENDE MZ-XI 24.51m w 18.71 3466 w w 407 R=15 10.00 DERECHO DE VIA CANAL MZ-X MZ-IX 9.00 DERECHO DE VIA 30.00 MTS. 82.52m 75.00m 75.00m 22619.56 m2 188.48m 7500.00m2 7500.00m2 L-10 74489.81 m2 6269.15 m2 6215.62 m2 L-12 42.88m 3457' DERECHO DE DERECHO DE VIA 30.00 MTS. w w w w w m 8 5 . 4 2 1 = L 120.13 m (CENTRAL DE TELEFONOS) w w w w w w 6.00 D D P P w w w w w P 30.00 B P P w w w w w w w w w w w w w w w w w w P P P P P DE AGUAS NEGRAS PLANTA DE TRATAMIENTO A A E E E Long=139.38m 130.09m 59.87m 79.33m L = 2 3 . 7 0 m 70.14m 78.66m 70.82m 75.00m 74.33m 78.37m 105.14m 81.80m L = 2 3 . 4 3 75.00m 75.00m 20232.08 m2 L-9 L-10 47888.98 m2 12.44m 10.13m 27.42m 23.04m 19.29m 25.03m 49.69m 26.59m 71.66m 74.36m 125.00m 138.48m 25.69m 21.82m 33.91m 26.82m 35.05 L = 7 4 . 9 0 m 21.30m 188.51m 300.00m L-11 120.00m L-7 L-8 7500.00m2 L-2 29809.12 m2 60.69m 70.52m 113.30m 87.18m L-3 8344.70 m2 100.46m 116.15m 18795.20 m2 L-4 53.35m 115.00m 273.53m 248.40m 23147.48 m2 L-5 53.94m 300.63m 75.00m 59.95m 20997.78 m2 L-6 85.63m 75.00m 259.31m 17898.55 m2 L-7 85.63m 217.99m 75.00m L-8 14793.17 m2 176.22m 53.86m 31.99m 75.00m L-9 11622.66 m2 86.21m 133.71m 75.00m L-13 6162.08 m2 L-14 9681.90 m2 105.74m 50.80 L = 2 3 . 5 5 m 5850.27 m2 L-1 49.90m 59.28m L = 2 3 . 5 7 m 5567.41 m2 L-2 L-3 5824.93 m2 77.66m L-4 10690.01 m2 86.11m 13.63 58.81m 11.97m 48.28 43.86 52.48 37.73m L = 9 7 . 5 2 m 72.26m 13.66 65.0 25.00 16.50 71.94m 84.19m 290.40m 22.52m 229.32m 3642 3456' 3530 3500 3468 3467 3494' 406 3493' 3535' 402 403 405 404 3643 401 461 460 459 458 457 456 455 454 453 3546 3469 L = 5 7 . 9 1 m R=30 R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 15.90m 60.00m 10.95m 230.90m 32.51m 44.56m 34.22m L-1 2479.75m2 R=28 R=28 R=28 10.00 VIA CANAL w w 30.00 25.00 m 7 5 . 6 1 1 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 6 9 . 5 3 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 8 2 . 8 5 = L m 2 1 . 7 4 = L . 7 4 = L m 8 2 . 8 5 = L 4 = L 30.00 m 3 7 . 5 6 = L m 8 2 . 8 5 = L . L = 2 1 2 0 . 5 0 5 2 = L MZ-VIII MZ-VII MZ-V MZ-IV MZ-III MZ-II MZ-I 90.27m 110.87m 106.01m 119.74m O78-67 1060 1060-1' MZ-VI 0 5 6 4 L = R=28 30.00 RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 D D A A B B D D D D C C C D D C C D D C C A SAN LUIS POTOSI GASODUCTO DE PEMEX 16" DE 0 LINEA DE TRANSMISION 230 KV LINEA DE TRANSMISION 115 KV RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA w w w R=60 A PUERTO DE AGUIRRE SUBESTACION ELECTRICA DERECHO DE VIA SCT C A N A L A CD. DE MEXICO w E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 227.63m 13730.66 m2 13484.04 m2 13237.42 m2 12990.81 m2 12747.34 m2 12566.34 m2 12409.63 m2 24523.43 m2 75.00m 75.00m 75.00m 75.00m 150.00m 25.73 133.59m 60.14m 60.00m 60.00m 226.79m 60.14m 222.68m 60.14m 60.00m 218.57m 60.14m 60.00m 214.46m 44.22m 60.00m 210.74m 60.06m 60.00m 208.13m 60.06m 60.00m R=15 130.00m 125.00m 188.47m 145.03m 60.00m 60.00m 110.00m 173.43m 119.97m 104.91m 188.38m 173.41m 83.23m 75.00m 83.95m 75.00m 110.00m 105.00m 125.00m L-1 125.00m 60.00m 76.69m 113.68m 67.42m L = 3 5 . 9 6 m 60.00m 13962.25 M2 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 7500.00 M2 125.00m 60.00m 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 125.00m 125.00m 60.00m 60.00m 14806.86 M2 90.00m 120.00m 14806.86 m2 125.00m 90.00m 125.00m 60.00m 136.69m 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 90.27m 81.55m 125.00m 12191.08 m2 L-1 11959.63 m2 51.40m 113.68m 60.67m 60.00m 125.00m L = 3 5 . 9 6 m L-2 60.00m 60.00m 125.00m 7500.00 m2 7500.00 m2 L-3 L-4 7500.00 m2 L-5 7500.00 m2 7500.00 m2 L-6 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 R=30 125.00m 60.00m 125.00m 60.00m 125.00m 125.00m 60.00m 90.00m 95.00m 120.00m 90.00m 14806.87 m2 L-13 14806.86 m2 L-14 7500.00 m2 7500.00 m2 L-15 L-16 7500.00 m2 L-17 7500.00 m2 L-18 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 60.00m 60.00m 125.00m 125.00m 125.00m 90.27m 65.53m 10188.45 m2 L-1 10127.71 m2 L = 3 5 . 9 6 m 113.68m 36.74m 60.00m 125.00m 125.00m L-2 L-3 7500.00 m2 7500.00 m2 7500.00 m2 L-4 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 7500.00 m2 L-12 7500.00 m2 L-13 7500.00 m2 L-14 14806.85m2 L-15 14806.86 m2 60.00m 60.00m 125.00m 125.00m 90.00m 95.00m 120.00m 125.00m 60.00m 125.00m 90.00m 95.00m 7500.00 m2 L-16 L-17 7500.00 m2 L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 7500.00 m2 125.00m 60.00m 125.00m 60.00m L-1 20.72m 8125.09 m2 125.00m 89.99m 113.68m 60.00m 60.00m 125.00m 7500.00 m2 L-2 L-3 7500.00 m2 L-4 7500.00 m2 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 7500.00 m2 L-13 7500.00 m2 L-14 7500.00 m2 L-15 7500.00 m2 L-16 14806.86 m2 90.00m 125.00m 60.00m 60.00m 125.00m 120.00m 95.00m L-17 14806.85 m2 125.00m 125.00m 60.00m 90.00m 95.00m L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 L-25 7500.00 m2 L-26 7500.00 m2 L-27 7500.00 m2 L-28 7500.00 m2 L-29 7500.00 m2 L-30 7500.00 m2 L-31 7500.00 m2 12525.02 m2 L-32 60.00m 125.00m 125.00m 50.95m 46.36m 6,900.00 m2 L-2 6,900.00 m2 L-3 L-4 13,751.98 m2 11,806.86m2 L-5 L-10 6,000.00 m2 L-9 5,574.68 m2 L-8 6657.40 m2 L-7 6336.30 m2 L-6 11,615.35 m2 60.00m 60.00m L-12 27288.50 m2 22548.30 m2 L-13 L-14 11302.43 m2 188.37m 60.00m 60.00m 60.00m 60.00m 188.35m 60.00m 11301.47 m2 L-15 L-16 11300.49m2 60.00m 188.33m 60.00m 11299.50m2 L-17 60.00m 188.32m 60.00m 11298.53m2 L-18 60.00m 188.30m 60.00m L-19 11297.55m2 60.00m 188.28m 60.00m 11296.56m2 L-20 60.00m 60.00m 188.27m 11295.59m2 L-21 60.00m 60.00m 188.25m 60.00m 188.24m 60.00m 11294.60m2 L-22 60.00m 188.22m 60.00m 11293.63m2 L-23 60.00m 188.20m 83.93m L-24 11292.66m2 L-25 26333.94 m2 26.74m L = 7 3 . 9 4 m 111.98m 212.58m 105.43m 97.64m 27876.97m2 L-2 59.80m 9126.28m2 L-3 159.71m 61.90m 144.50m 61.90m L-4 8213.31m2 125.00m 129.28m 43.12m 17.41m 7536.13m2 L-5 7500.00m2 L-6 60.00m 125.00m L-7 7500.00m2 L-8 7500.00m2 L-9 7500.00m2 L-10 7500.00m2 L-11 7500.00m2 125.00m L-12 14949.56 m2 L-1 18078.87 m2 7500.00m2 L-2 125.00m L-3 7500.00m2 L-4 7500.00m2 L-5 7500.00m2 L-6 L-11 7500.00 m2 L-26 7500.00 m2 L-27 L-28 D D 5 5 5 5 5 5 5 R=15 5 5 65.00 5 16.50 60.00m 60.00m 60.00m 60.00m 15856.54 m2 556.49m L = 7 2 . 2 9 m 72.88m O78-61 450 3501 400' 202 6 451 3540" 3557' 3556 3548 452 O78-59 3536 O78-21 7862'-1 O78-67' O78-20 O78-62 POZO R=30 R=30 R=30 R=30 CURVA No. 2 CURVA No. 5 CALLE LA NORIA 25-05 25-04 25-03 25-01 7 6 L = 4 7 . 1 2 m R=30 A QUERETARO 5' E R=28 . 155.601m 3536 L-2 L-1 30000.00 m2 219.370 32641.26 m2 106,028.57 m2 L-3 21.89 81.741 289.721 324.779 21.89 158.502 51.692 25.369 19.447 19.510 19.986 19.362 19.984 18.839 21.321 18.200 44.152 25.479 134.786 10.449 LC=25.55 LC=39.02 88.141 97.467 69.322 18.799 34.057 LC=45.03 42.034 LC=34.33 13.647 R=30 R=30 R=30 R=30 R=63.88 R=24.94 R=188.46 R=187.37 21.89 124.980 LC=24.25 LC=64.12 16.669 28.251 126.264 R=28 R=16 2 L-1 99,874.27 m2 175,416.850 m2 168,669.87 m2 21.89 274.611 115.000 100.500 128.259 275.305 325.028 60.000 60.000 112.361 115.000 115.000 60.000 60.000 120.000 95.000 21.89 100.000 60.000 100.000 90.000 70.000 47.12 90.000 60.000 44.000 103.387 107.823 109.790 60.164 60.164 43.428 47.12 25.09 25.13 38.99 24.25 10.478 R=16 R=28 10650.06 m2 10650.05 m2 173.79m 22582.15 m2 40937.79 m2 20960.12 m2 20906.18 m2 41650.51 m2 172.50m Servidumbre de Paso 120.00m 25-023 25-011 G G 8182.88 m2 60.00 60.00 115.29 LONG. 217.72 LONG. 208.60 177.50m 177.50m 50.00 50.00 50.00 50.00 44.41 5.00 5.00 5.00 PLANTA DE AGUA L-19 5.00 134.061m A CHICHIMEQUILLAS 204.00 F.F.C.C. DERECHO DE VIA SCT (20.00 mts) L-9 194.43m 50974.04 m2 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-20 L-21 L-22 L-23 L-24 177.50m 177.50m 120.00m 21300.32 m2 60.00m 177.50m 10650.13 m2 10650.12 m2 177.50m 60.00m 177.50m 60.00m 10650.10 m2 177.50m 60.00m 10650.08 m2 60.00m 60.00m 127.25m 281.27m 75.00m 280.55m 21068.18 m2 279.83m 75.00m 279.11m 75.00m 21014.07 m2 278.39m 75.00m 150.01m 254.90m 255.15m DERECHO DE VIA SCT (20.00 mts) 3543 3549 3544 3554 C-3 B-3 3429' 3463' 3493" 3511 3524' 3526 C-4 O78-24 O78-23 O78-15 L-1 43.38m 270.96m 12.09m 269.82m 5,216.32 m2 3493" PROYECTO DE SUBDIVISION LOTE 25 L25-2 25-022 25-012 SUP.UTIL=27,823.456 m2 AREA VIALIDAD=2,176.544 m2 175.399m SUP.TOT.=30,000.000 m2 164.555m 6.501m X X X X 175.877m EJIDO GABRIEL LEYVA EJIDO GABRIEL LEYVA L25-3 L25-4 25-021 25-013 25-02 SUP.UTIL=18,284.986 m2 SUP.UTIL=18,685.936 m2 AREA VIALIDAD=1,980.433 m2 AREA VIALIDAD=1,715.014 m2 SUP.TOT.=20,666.369 m2 146.640m X X X X X X X 150.055m 135.647m SUP.TOT.=20,000.000 m2 125.581m SOLICITADA POR EJIDATARIOS SERVIDUMBRE DE PASO X X X X X X X X X X X X X X 131.279m 3511 G G R=5.0 R=5.0 m 2 1 m 2 1 . m 2 1 . 7 4 = C 60.00m 60.00m 60.00m 60.00m 122.25m 95.00m 95.00m 77.579m 177.523m F F 60.00m 60.00m \A1;10.00 \A1;10.00 \A1;10.00 \A1;9.75 \A1;10.00 \A1;10.00 \A1;8.50 \A1;1.50 \A1;0.500 \A1;1.000 \A1;0.500 \A1;1.000 \A1;0.100 \A1;0.100 \A1;1.50 \A1;0.60 \A1;0.05 \A1;1.50 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.50 \A1;1.00 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;1.50 \A1;0.50 \A1;0.05 \A1;1.50 \A1;0.20 \A1;0.50 \A1;0.50 \A1;1.90 \A1;1.90 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.60 \A1;0.60 \A1;3.80 \A1;0.50 \A1;0.05 \A1;1.50 \A1;0.20 \A1;1.20 \A1;1.20 \A1;0.60 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.60 \A1;1.20 \A1;1.20 \A1;2.40 \A1;0.05 \A1;0.50 \A1;1.50 \A1;0.20 \A1;0.60 \A1;8.50 (ejes 3' - 3") \A1;0.10 \A1;0.24 \A1;0.24 \A1;0.10 \A1;0.10 \A1;0.24 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;9.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.75 \A1;0.60 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;9.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.75 \A1;0.60 \A1;0.10 \A1;0.24 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.10 \A1;0.24 \A1;0.24 \A1;0.10 \A1;8.50 (ejes 3' - 3") \A1;0.60 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.50 \A1;0.20 \A1;0.05 \A1;0.60 \A1;1.50 \A1;0.60 \A1;0.60 \A1;3.80 \A1;0.50 \A1;0.05 \A1;1.50 \A1;0.20 \A1;0.50 \A1;1.00 \A1;0.50 \A1;1.00 \A1;0.10 \A1;0.10 \A1;2.40 \A1;0.14 \A1;0.60 \A1;1.20 \A1;1.50 \A1;0.20 \A1;0.14 \A1;1.20 \A1;0.60 \A1;0.14 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.05 \A1;0.14 \A1;0.60 \A1;0.60 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.50 \A1;0.50 \A1;1.90 \A1;1.90 \A1;1.50 \A1;0.05 \A1;0.50 \A1;0.20 \A1;1.50 \A1;1.00 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;20.003 \A1;10.00 \A1;65.0 \A1;25.00 \A1;16.50 \A1;10.00 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.500 \A1;16.503 \A1;44.000 \A1;16.503 \A1;65.00 \A1;25.002 \A1;16.50 OUTGOING TESTING ROOM 5 5 5 5 5 5 (3ZONE) AUTO COLOR MIXER WATER OUT TURBO FAN BLOWER WATER IN (10Hp) (1TON ) SCRAP TANK RESCRAP TANK (6m) 3 LOADER 7.5HP \M+3C1A6\M+3BDC0\M+3B0C7\M+3C1B6\M+3B1E2 1.2 TON 1.2 TON \M+3BFAD\M+3C7B3\M+3B0C7\M+3C1B6\M+3B1E2 OVER HEAD CRANE(1.5TON) (5M /MIN) & AUTO BAG FILTER 3 VERGIN TANK 3 (10m) HOIST(1TON) sube Y 1-2 Y 1 X X X X 4 5 6 7-1 3 X 2 X 1 X 1060T10 DYNISCO Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T 5 5 8 X 1-1 Y 5 5 5 5 5 5 1.50 0.60 0.05 1.50 0.20 1.00 1.00 0.50 1.00 0.14 0.14 0.14 0.14 1.50 0.05 0.50 1.50 0.20 0.50 0.50 1.90 1.90 0.12 0.12 0.12 0.12 0.60 0.60 1.50 0.20 3.80 0.05 0.50 1.20 1.20 0.60 0.14 0.14 0.14 0.14 0.60 1.20 1.20 2.40 0.50 0.05 0.20 1.50 0.60 8.50 (ejes 3' - 3") 0.10 0.24 0.24 0.10 0.10 0.24 0.10 0.10 0.10 0.10 0.10 0.10 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 9.00 10.00 10.00 10.00 10.00 8.75 0.60 0.60 8.75 10.00 10.00 10.00 10.00 9.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.10 0.10 0.10 0.10 0.10 0.10 0.10 A' F E D C B F' CONTRA TRABE CT-2 EST. #3 @ 10cm ~ 1.20m EST. #3 @ 24cm 2 VAR # 5 ~ 2.60 m 2 VAR # 4 2 VAR # 6 EST. #3 @ 24cm EST. #3 @10cm ~ 1.20m 2 VAR # 5 ~ 2.60 m 0.60 8.50 (ejes 3' - 3") 0.10 0.24 0.24 0.10 2 VAR # 4 ~ 2.00 m 2 VAR # 4 ~ 4.00 m 2 VAR # 4 ~ 4.00 m 2 VAR # 4 ~ 4.00 m 2 VAR # 4 ~ 4.00 m 2 VAR # 4 ~ 4.00 m 2 VAR # 4 ~ 2.00 m EST. #3 @10cm ~ 1.20m 1.20 1.20 EST. #3 @10cm ~ 1.20m 1.20 1.20 EST. #3 @10cm ~ 1.20m 1.20 1.20 EST. #3 @10cm ~ 1.20m 1.20 1.20 EST. #3 @10cm ~ 1.20m 1.20 1.20 EST. #3 @10cm ~ 1.20m 1.20 EST. #3 @10cm ~ 1.20m 1.20 EST. #3 @24cm EST. #3 @24cm EST. #3 @24cm EST. #3 @24cm EST. #3 @24cm EST. #3 @24cm 2 VAR # 6 2 VAR # 6 CONCRETO F'c=250kg/cm2 CONCRETO F'c=250kg/cm2 CONTRA TRABE CT-1 ARMAD VAR #5 @14cm LECHO INFERIOR AMBOS SENTIDOS DADO TIPO: SECCION 60 x 60 cm CONCRETO F'c=250kg/cm2 8 VAR # 6 ESTRIBOS VAR #3 @10cm MATERIALES CONCRETO f'c=250kg/cm2 ACERO REF fy=4200 kg/cm2 AMBOS SENTIDOS LECHO SUPERIOR ARMAD VAR #4 @14cm NPT CONTRATRABE SECCION 60x60 cm DADO TIPO ARMAD VAR #4 @14cm AMBOS SENTIDOS AMBOS SENTIDOS ARMAD VAR #5 @14cm F'c=100kg/cm2, 10cm PLANTILLA DE CONCRETO ZAPATA Z-4 0.14 0.05 0.50 1.20 1.20 0.14 0.60 1.20 0.14 0.20 1.50 1.20 0.60 0.14 2.40 ZAPATA Z-3 NPT PLANTILLA DE CONCRETO F'c=100kg/cm2, 10cm AMBOS SENTIDOS ARMAD VAR #5 @12cm SECCION 60x60 cm DADO TIPO ARMAD VAR #4 @12cm AMBOS SENTIDOS CONTRATRABE ARMAD VAR #4 @12cm LECHO SUPERIOR AMBOS SENTIDOS MATERIALES CONCRETO f'c=250kg/cm2 ACERO REF fy=4200 kg/cm2 DADO TIPO: SECCION 60 x 60 cm CONCRETO F'c=250kg/cm2 8 VAR # 6 ESTRIBOS VAR #3 @10cm AMBOS SENTIDOS LECHO INFERIOR ARMAD VAR #5 @12cm 1.90 1.90 0.50 0.50 0.12 0.12 0.12 0.12 0.60 0.60 0.20 1.50 0.05 0.50 3.80 DADO TIPO: SECCION 60 x 60 cm CONCRETO F'c=250kg/cm2 8 VAR # 6 ESTRIBOS VAR #3 @10cm MATERIALES CONCRETO f'c=250kg/cm2 ACERO REF fy=4200 kg/cm2 AMBOS SENTIDOS ARMAD VAR #5 @14cm AMBOS SENTIDOS ARMAD VAR #4 @14cm SECCION 60x60 cm PLANTILLA DE CONCRETO F'c=100kg/cm2, 10cm ZAPATA Z-2 ARMAD VAR #4 @14cm LECHO SUPERIOR AMBOS SENTIDOS ARMAD VAR #5 @14cm LECHO INFERIOR AMBOS SENTIDOS NPT CONTRATRABE DADO TIPO 0.14 0.14 0.14 0.14 1.00 1.00 0.50 1.00 1.50 0.20 0.50 0.05 1.50 F'c=100kg/cm2, 10cm PLANTILLA DE CONCRETO NPT SECCION 60x60 cm DADO TIPO CONTRATRABE ARMAD VAR #5 @10cm AMBOS SENTIDOS ARMAD VAR #4 @10cm AMBOS SENTIDOS 0.60 0.60 DADO TIPO: SECCION 60 x 60 cm CONCRETO F'c=250kg/cm2 8 VAR # 6 ESTRIBOS VAR #3 @10cm LECHO INFERIOR LECHO SUPERIOR AMBOS SENTIDOS ARMAD VAR #4 @10cm 1.50 0.60 0.05 1.50 MATERIALES CONCRETO f'c=250kg/cm2 ACERO REF fy=4200 kg/cm2 AMBOS SENTIDOS ARMAD VAR #5 @10cm 0.10 0.10 1.00 0.50 1.00 0.50 0.20 ZAPATA Z-1 NOTAS: 1.- MEJORAR EL SUELO DEBAJO DE LAS ZAPATAS MINIMO A 1.50 mts. COMO SE INDICA EN PLANO. 2.-CONCRETO F'c=250kg/cm2. 3.-ACERO DE REFUERZO fy=4,200kg/cm2. A-100 1:500 PLANTA DE CONJUNTO ESCALA 1:500 PLANTA DE CONJUNTO ESCALA: SIN CROQUIS DE LOCALIZACION LOCALIZACION DEL PREDIO ESCALA: SIN R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 m 8 2 . 8 5 = L R=30 R=15 173.43m 119.97m 104.91m 188.38m 173.41m 110.00m 105.00m 125.00m L-1 60.67m L-25 22548.30 m2 L-13 L-14 188.37m L-10 L-11 L-12 14949.56 m2 R=15 L-15 10.00 10.00 20.003 16.503 20.003 16.503 20.003 16.500 16.503 20.003 44.000 16.503 65.00 65.0 25.002 25.00 16.50 16.50 7 L R=30 R=30 170.54m 205.52m 95.00m 5 L25-1 SUP.UTIL=18,576.018 m2 AREA VIALIDAD=1,430.508 m2 104.691m 87.955m SUP.TOT.=20,006.526 m2 w w DERECHO DE VIA DERECHO DE VIA A QUERETARO w w w w ZONA RECREATIVA 155.12 m P 23.83 m 0 3 . 7 8 = L m 3 6 . 4 0 1 = L 110.37 m 4973.10 m2 L-1 9.00 6.00 DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA GASODUCTO 16" PEMEX LINEA DE TRANSMISION 230 KV. w w P P P w w w w w 30.00 67.55m 126.06m 34.99 m L = 4 0 . 7 5 1.50m 144.49 m 30.71 59.62m 410 3490' 3491' 3492' 409 408 46487.46 m2 L-5 34.82 DE GAS SUBESTACION A SN. MIGUEL DE ALLENDE MZ-XI 24.51m w 18.71 3466 w w 407 R=15 10.00 DERECHO DE VIA CANAL MZ-X MZ-IX 9.00 DERECHO DE VIA 30.00 MTS. 82.52m 75.00m 75.00m 22619.56 m2 188.48m 7500.00m2 7500.00m2 L-10 74489.81 m2 6269.15 m2 6215.62 m2 L-12 42.88m 3457' DERECHO DE DERECHO DE VIA 30.00 MTS. w w w w w m 8 5 . 4 2 1 = L 120.13 m (CENTRAL DE TELEFONOS) w w w w w w 6.00 D D P P w w w w w P 30.00 B P P w w w w w w w w w w w w w w w w w w P P P P P DE AGUAS NEGRAS PLANTA DE TRATAMIENTO A A E E E Long=139.38m 130.09m 59.87m 79.33m L = 2 3 . 7 0 m 70.14m 78.66m 70.82m 75.00m 74.33m 78.37m 105.14m 81.80m L = 2 3 . 4 3 75.00m 75.00m 20232.08 m2 L-9 L-10 47888.98 m2 12.44m 10.13m 27.42m 23.04m 19.29m 25.03m 49.69m 26.59m 71.66m 74.36m 125.00m 138.48m 25.69m 21.82m 33.91m 26.82m 35.05 L = 7 4 . 9 0 m 21.30m 188.51m 300.00m L-11 120.00m L-7 L-8 7500.00m2 L-2 29809.12 m2 60.69m 70.52m 113.30m 87.18m L-3 8344.70 m2 100.46m 116.15m 18795.20 m2 L-4 53.35m 115.00m 273.53m 248.40m 23147.48 m2 L-5 53.94m 300.63m 75.00m 59.95m 20997.78 m2 L-6 85.63m 75.00m 259.31m 17898.55 m2 L-7 85.63m 217.99m 75.00m L-8 14793.17 m2 176.22m 53.86m 31.99m 75.00m L-9 11622.66 m2 86.21m 133.71m 75.00m L-13 6162.08 m2 L-14 9681.90 m2 105.74m 50.80 L = 2 3 . 5 5 m 5850.27 m2 L-1 49.90m 59.28m L = 2 3 . 5 7 m 5567.41 m2 L-2 L-3 5824.93 m2 77.66m L-4 10690.01 m2 86.11m 13.63 58.81m 11.97m 48.28 43.86 52.48 37.73m L = 9 7 . 5 2 m 72.26m 13.66 65.0 25.00 16.50 71.94m 84.19m 290.40m 22.52m 229.32m 3642 3456' 3530 3500 3468 3467 3494' 406 3493' 3535' 402 403 405 404 3643 401 461 460 459 458 457 456 455 454 453 3546 3469 L = 5 7 . 9 1 m R=30 R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 15.90m 60.00m 10.95m 230.90m 32.51m 44.56m 34.22m L-1 2479.75m2 R=28 R=28 R=28 10.00 VIA CANAL w w 30.00 25.00 m 7 5 . 6 1 1 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 6 9 . 5 3 = L m 2 1 . 7 4 = L m 2 1 . 7 4 = L m 8 2 . 8 5 = L m 2 1 . 7 4 = L . 7 4 = L m 8 2 . 8 5 = L 4 = L 30.00 m 3 7 . 5 6 = L m 8 2 . 8 5 = L . L = 2 1 2 0 . 5 0 5 2 = L MZ-VIII MZ-VII MZ-V MZ-IV MZ-III MZ-II MZ-I 90.27m 110.87m 106.01m 119.74m O78-67 1060 1060-1' MZ-VI 0 5 6 4 L = R=28 30.00 RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 R=30 D D A A B B D D D D C C C D D C C D D C C A SAN LUIS POTOSI GASODUCTO DE PEMEX 16" DE 0 LINEA DE TRANSMISION 230 KV LINEA DE TRANSMISION 115 KV RESTRICCION DE CONSTRUCCION (10.00 m.) DERECHO DE VIA SCT (30.00 m.) DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA DERECHO DE VIA w w w R=60 A PUERTO DE AGUIRRE SUBESTACION ELECTRICA DERECHO DE VIA SCT C A N A L A CD. DE MEXICO w E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 227.63m 13730.66 m2 13484.04 m2 13237.42 m2 12990.81 m2 12747.34 m2 12566.34 m2 12409.63 m2 24523.43 m2 75.00m 75.00m 75.00m 75.00m 150.00m 25.73 133.59m 60.14m 60.00m 60.00m 226.79m 60.14m 222.68m 60.14m 60.00m 218.57m 60.14m 60.00m 214.46m 44.22m 60.00m 210.74m 60.06m 60.00m 208.13m 60.06m 60.00m R=15 130.00m 125.00m 188.47m 145.03m 60.00m 60.00m 110.00m 173.43m 119.97m 104.91m 188.38m 173.41m 83.23m 75.00m 83.95m 75.00m 110.00m 105.00m 125.00m L-1 125.00m 60.00m 76.69m 113.68m 67.42m L = 3 5 . 9 6 m 60.00m 13962.25 M2 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 7500.00 M2 125.00m 60.00m 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 7500.00 M2 125.00m 125.00m 60.00m 60.00m 14806.86 M2 90.00m 120.00m 14806.86 m2 125.00m 90.00m 125.00m 60.00m 136.69m 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 7500.00 m2 90.27m 81.55m 125.00m 12191.08 m2 L-1 11959.63 m2 51.40m 113.68m 60.67m 60.00m 125.00m L = 3 5 . 9 6 m L-2 60.00m 60.00m 125.00m 7500.00 m2 7500.00 m2 L-3 L-4 7500.00 m2 L-5 7500.00 m2 7500.00 m2 L-6 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 R=30 125.00m 60.00m 125.00m 60.00m 125.00m 125.00m 60.00m 90.00m 95.00m 120.00m 90.00m 14806.87 m2 L-13 14806.86 m2 L-14 7500.00 m2 7500.00 m2 L-15 L-16 7500.00 m2 L-17 7500.00 m2 L-18 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 60.00m 60.00m 125.00m 125.00m 125.00m 90.27m 65.53m 10188.45 m2 L-1 10127.71 m2 L = 3 5 . 9 6 m 113.68m 36.74m 60.00m 125.00m 125.00m L-2 L-3 7500.00 m2 7500.00 m2 7500.00 m2 L-4 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 7500.00 m2 L-12 7500.00 m2 L-13 7500.00 m2 L-14 14806.85m2 L-15 14806.86 m2 60.00m 60.00m 125.00m 125.00m 90.00m 95.00m 120.00m 125.00m 60.00m 125.00m 90.00m 95.00m 7500.00 m2 L-16 L-17 7500.00 m2 L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 L-22 7500.00 m2 L-23 7500.00 m2 L-24 7500.00 m2 L-25 7500.00 m2 125.00m 60.00m 125.00m 60.00m L-1 20.72m 8125.09 m2 125.00m 89.99m 113.68m 60.00m 60.00m 125.00m 7500.00 m2 L-2 L-3 7500.00 m2 L-4 7500.00 m2 L-5 7500.00 m2 L-6 7500.00 m2 7500.00 m2 L-7 7500.00 m2 L-8 7500.00 m2 L-9 7500.00 m2 L-10 7500.00 m2 L-11 L-12 7500.00 m2 L-13 7500.00 m2 L-14 7500.00 m2 L-15 7500.00 m2 L-16 14806.86 m2 90.00m 125.00m 60.00m 60.00m 125.00m 120.00m 95.00m L-17 14806.85 m2 125.00m 125.00m 60.00m 90.00m 95.00m L-18 7500.00 m2 7500.00 m2 L-19 7500.00 m2 L-20 7500.00 m2 L-21 7500.00 m2 L-22 7500.00 m2 L-23 7500.00 m2 L-24 L-25 7500.00 m2 L-26 7500.00 m2 L-27 7500.00 m2 L-28 7500.00 m2 L-29 7500.00 m2 L-30 7500.00 m2 L-31 7500.00 m2 12525.02 m2 L-32 60.00m 125.00m 125.00m 50.95m 46.36m 6,900.00 m2 L-2 6,900.00 m2 L-3 L-4 13,751.98 m2 11,806.86m2 L-5 L-10 6,000.00 m2 L-9 5,574.68 m2 L-8 6657.40 m2 L-7 6336.30 m2 L-6 11,615.35 m2 60.00m 60.00m L-12 27288.50 m2 22548.30 m2 L-13 L-14 11302.43 m2 188.37m 60.00m 60.00m 60.00m 60.00m 188.35m 60.00m 11301.47 m2 L-15 L-16 11300.49m2 60.00m 188.33m 60.00m 11299.50m2 L-17 60.00m 188.32m 60.00m 11298.53m2 L-18 60.00m 188.30m 60.00m L-19 11297.55m2 60.00m 188.28m 60.00m 11296.56m2 L-20 60.00m 60.00m 188.27m 11295.59m2 L-21 60.00m 60.00m 188.25m 60.00m 188.24m 60.00m 11294.60m2 L-22 60.00m 188.22m 60.00m 11293.63m2 L-23 60.00m 188.20m 83.93m L-24 11292.66m2 L-25 26333.94 m2 26.74m L = 7 3 . 9 4 m 111.98m 212.58m 105.43m 97.64m 27876.97m2 L-2 59.80m 9126.28m2 L-3 159.71m 61.90m 144.50m 61.90m L-4 8213.31m2 125.00m 129.28m 43.12m 17.41m 7536.13m2 L-5 7500.00m2 L-6 60.00m 125.00m L-7 7500.00m2 L-8 7500.00m2 L-9 7500.00m2 L-10 7500.00m2 L-11 7500.00m2 125.00m L-12 14949.56 m2 L-1 18078.87 m2 7500.00m2 L-2 125.00m L-3 7500.00m2 L-4 7500.00m2 L-5 7500.00m2 L-6 L-11 7500.00 m2 L-26 7500.00 m2 L-27 L-28 D D 5 5 5 5 5 5 5 R=15 5 5 65.00 5 16.50 60.00m 60.00m 60.00m 60.00m 15856.54 m2 556.49m L = 7 2 . 2 9 m 72.88m O78-61 450 3501 400' 202 6 451 3540" 3557' 3556 3548 452 O78-59 3536 O78-21 7862'-1 O78-67' O78-20 O78-62 POZO R=30 R=30 R=30 R=30 CURVA No. 2 CURVA No. 5 CALLE LA NORIA 25-05 25-04 25-03 25-01 7 6 L = 4 7 . 1 2 m R=30 A QUERETARO 5' E R=28 . 155.601m 3536 L-2 L-1 30000.00 m2 219.370 32641.26 m2 106,028.57 m2 L-3 21.89 81.741 289.721 324.779 21.89 158.502 51.692 25.369 19.447 19.510 19.986 19.362 19.984 18.839 21.321 18.200 44.152 25.479 134.786 10.449 LC=25.55 LC=39.02 88.141 97.467 69.322 18.799 34.057 LC=45.03 42.034 LC=34.33 13.647 R=30 R=30 R=30 R=30 R=63.88 R=24.94 R=188.46 R=187.37 21.89 124.980 LC=24.25 LC=64.12 16.669 28.251 126.264 R=28 R=16 2 L-1 99,874.27 m2 175,416.850 m2 168,669.87 m2 21.89 274.611 115.000 100.500 128.259 275.305 325.028 60.000 60.000 112.361 115.000 115.000 60.000 60.000 120.000 95.000 21.89 100.000 60.000 100.000 90.000 70.000 47.12 90.000 60.000 44.000 103.387 107.823 109.790 60.164 60.164 43.428 47.12 25.09 25.13 38.99 24.25 10.478 R=16 R=28 10650.06 m2 10650.05 m2 173.79m 22582.15 m2 40937.79 m2 20960.12 m2 20906.18 m2 41650.51 m2 172.50m Servidumbre de Paso 120.00m 25-023 25-011 G G 8182.88 m2 60.00 60.00 115.29 LONG. 217.72 LONG. 208.60 177.50m 177.50m 50.00 50.00 50.00 50.00 44.41 5.00 5.00 5.00 PLANTA DE AGUA L-19 5.00 134.061m A CHICHIMEQUILLAS 204.00 F.F.C.C. DERECHO DE VIA SCT (20.00 mts) L-9 194.43m 50974.04 m2 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-20 L-21 L-22 L-23 L-24 177.50m 177.50m 120.00m 21300.32 m2 60.00m 177.50m 10650.13 m2 10650.12 m2 177.50m 60.00m 177.50m 60.00m 10650.10 m2 177.50m 60.00m 10650.08 m2 60.00m 60.00m 127.25m 281.27m 75.00m 280.55m 21068.18 m2 279.83m 75.00m 279.11m 75.00m 21014.07 m2 278.39m 75.00m 150.01m 254.90m 255.15m DERECHO DE VIA SCT (20.00 mts) 3543 3549 3544 3554 C-3 B-3 3429' 3463' 3493" 3511 3524' 3526 C-4 O78-24 O78-23 O78-15 L-1 43.38m 270.96m 12.09m 269.82m 5,216.32 m2 3493" PROYECTO DE SUBDIVISION LOTE 25 L25-2 25-022 25-012 SUP.UTIL=27,823.456 m2 AREA VIALIDAD=2,176.544 m2 175.399m SUP.TOT.=30,000.000 m2 164.555m 6.501m X X X X 175.877m EJIDO GABRIEL LEYVA EJIDO GABRIEL LEYVA L25-3 L25-4 25-021 25-013 25-02 SUP.UTIL=18,284.986 m2 SUP.UTIL=18,685.936 m2 AREA VIALIDAD=1,980.433 m2 AREA VIALIDAD=1,715.014 m2 SUP.TOT.=20,666.369 m2 146.640m X X X X X X X 150.055m 135.647m SUP.TOT.=20,000.000 m2 125.581m SOLICITADA POR EJIDATARIOS SERVIDUMBRE DE PASO X X X X X X X X X X X X X X 131.279m 3511 G G R=5.0 R=5.0 m 2 1 m 2 1 . m 2 1 . 7 4 = C 60.00m 60.00m 60.00m 60.00m 122.25m 95.00m 95.00m 77.579m 177.523m F F 60.00m 60.00m \A1;10.00 \A1;10.00 \A1;10.00 \A1;9.75 \A1;10.00 \A1;10.00 \A1;8.50 \A1;1.50 \A1;9.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.75 \A1;1.00 \A1;1.50 \A1;8.50 \A1;1.00 \A1;20.003 \A1;10.00 \A1;65.0 \A1;25.00 \A1;16.50 \A1;10.00 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.503 \A1;20.003 \A1;16.500 \A1;16.503 \A1;44.000 \A1;16.503 \A1;65.00 \A1;25.002 \A1;16.50 OUTGOING TESTING ROOM 5 5 5 5 5 5 (3ZONE) AUTO COLOR MIXER WATER OUT TURBO FAN BLOWER WATER IN (10Hp) (1TON ) SCRAP TANK RESCRAP TANK (6m) 3 LOADER 7.5HP \M+3C1A6\M+3BDC0\M+3B0C7\M+3C1B6\M+3B1E2 1.2 TON 1.2 TON \M+3BFAD\M+3C7B3\M+3B0C7\M+3C1B6\M+3B1E2 OVER HEAD CRANE(1.5TON) (5M /MIN) & AUTO BAG FILTER 3 VERGIN TANK 3 (10m) HOIST(1TON) sube Y 1-2 Y 1 X X X X 4 5 6 7-1 3 X 2 X 1 X 1060T10 DYNISCO Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Spring Washer M12 2 S45C Plane Washer M12(NORMAL) S45C Hexa Headed Bolt M12x1.75 18L S45C Plane Washer M12(NORMAL) S45C Spring Washer M12 2 S45C Hexa Headed Bolt M12x1.75 18L S45C Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T Roller chain sprocket # 80-1 10T A 3' B C D E F F" 4 3" G 5 5 8 X 1-1 Y 5 5 5 5 5 8.75 1.00 5 5 F' A 5 NOTAS: 1.- MEJORAR EL SUELO DEBAJO DE LAS ZAPATAS MINIMO A 1.50 mts. COMO SE INDICA EN PLANO. 2.-CONCRETO F'c=250kg/cm2. 3.-ACERO DE REFUERZO fy=4,200kg/cm2. Z-2 Z-4 Z-1 Z-3 Z-3 Z-4 Z-3 Z-4 Z-4 Z-3 Z-3 Z-4 Z-2 Z-1 CIMENTACION NUEVA CIMENTACION EXISTENTE SIMBOLOGIA CT-2 CT-1 CT-1 CT-2 CT-1 CT-2 CT-1 CT-2 CT-1 CT-1 CT-1 CT-1 CT-2 CT-1 CT-1 CT-2 CT-1 CT-1 CT-2 A-100 1:500 PLANTA DE CONJUNTO ESCALA 1:500 PLANTA DE CONJUNTO ESCALA: SIN CROQUIS DE LOCALIZACION LOCALIZACION DEL PREDIO ESCALA: SIN R=30 R=30 R=30 R=15 M-XVI L-1 EDIFICIO CORPORATIVO 6,175.08 m2 m 8 2 . 8 5 = L R=30 R=15 173.43m 119.97m 104.91m 188.38m 173.41m 110.00m 105.00m 125.00m L-1 60.67m L-25 22548.30 m2 L-13 L-14 188.37m L-10 L-11 L-12 14949.56 m2 R=15 L-15

Language	Spanish
Drawing Type	Detail
Category	Utilitarian Buildings
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File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	adega, armazenamento, autocad, barn, beams, cave, celeiro, cellar, columns, DETAIL, details, DWG, grange, industrial, keller, le stockage, nave, scheune, speicher, storage, structural

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