Plano Plant Containment Wall DWG Detail for AutoCAD

Plano Plant Containment Wall DWG Detail for AutoCAD

General Planimetria – distribution – Details

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

title, by, references, flat, Rev., date, Revisions, date, Electr:, Apr., Rev., Disciplines, date:, firms, Instr .:, process:, mechanics, Structure:, civil, approved by, date:, Antamine, approved by, User antamina, scale:, Filename:, Peru, Mining company antamina s.a., draft:, Rev., Plan, Notes, flat:, Cod.proy:, Table of volumes, Cutting volume, Fill volume, entry, Viewnumber, Sheetnumber, northbound, Concentric, Pit, Pit, Concentric, Haul road, Flat key, he., he., he., section, section, origin:, final:, origin:, final:, Cr:, Cr:, Cr:, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Cr:, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Cr:, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Cr:, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Grade break offset, Elev, Cr:, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Cut area, Filled area, Cut volume, Filled volume, Wall type, scale, Plant location of substation platform collection, Relocation seepage, Pumping substation collection, Deployed, Plant sections, Indicated, Issued for review comments, J.c., D.p., V.h., Issued for customer approval, J.c., D.p., V.h., Issued for customer approval, J.c., D.p., V.h., Issued for construction, J.c., D.p., Hello hi, Platform dimensions modified, J.cl., D.p., Hello hi, Platform location modified, J.c., D.p., The a.u., Elevation of plant phase tailings dam, Relocation pumping line seepage est. Pumping collection, Relocation pumping line seepage est. Pumping collection, Recovered water pumps seepage general plant, General: general: discrepancies between plans the specifications will be in the following order of priority: first: design drawings. Second: specifications. The concrete must be supplied according to the specification, the reinforcing steel shall be adjusted to meet the standard as manufactured, delivered according to the specification, the cured casting shall be in accordance with the specification. The structural backfill will be kind loan material which must meet the fill specification This material must be compacted taking into account the above specification. Abbreviations: ntc. Level of concrete. Tip. typical. Ntn. Level of natural terrain. sic. Unless otherwise indicated., Concrete exposed against the ground mm concrete interperie bars of greater mm bars of smaller mm, Pedestals walls f’c mpa floor slab f’c mpa flooring f’c mpa steel reinforcement f’y admissible load of the ground wt, Flat key, Technical specifications, Seepage pump station, Seepage collector location, New substation collection, scale, Wall type, scale, Wall type, scale, section, The dimensions

Raw text data extracted from CAD file:

TÍTULO POR REFERENCIAS PLANO N° N° REV. FECHA REVISIONES FECHA ELECTR: APR. REV. DISCIPLINAS FECHA: FIRMAS P&D INSTR.: PROCESO: MECÁNICA : ESTRUCT.: CIVIL : APROBADO POR FECHA: ING.&PROY. ANTAMINA APROBADO POR USUARIO ANTAMINA ESCALA: NOM.ARCHIVO: ANCASH, PERU COMPAÑIA MINERA ANTAMINA S.A. PROYECTO: REV. N° DE PLANO NOTAS PLANO: COD.PROY: O/S: CUADRO DE VOLUMENES VOLUMEN DE CORTE 841.46 m³ VOLUMEN DE RELLENO 187.42 m³ INGRESO INGRESO VIEWNUMBER SHEETNUMBER DIRECCION NORTE CONCENTRIC x PI PI PIT PI PIT PI PS PS CONCENTRIC 28" 30" HAUL ROAD E 276,750 E 277,000 E 277,250 E 277,500 N 8'945,250 N 8'945,500 N 8'945,750 PLANO LLAVE WV NIV.+0.00 NIV.+0.00 1 001 1 001 1 001 1 001 \A1;2°4'57" EL. --- EL. --- \A1;400 \A1;500 \A1;850 \A1;1600 \A1;400 \A1;500 \A1;600 \A1;1350 \A1;2800 \A1;250 \A1;2000 \A1;250 \A1;8500 \A1;23000 \A1;2000 \A1;23000 (PLATAFORMADO) EL. --- 1 XXX-X-XXX SECCIÓN 1 XXX-X-XXX SECCIÓN NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 NIV.+0.00 --- NIV.+0.00 --- \A1;1000 \A1;400 \A1;500 \A1;1000 \A1;1000 \A1;500 \A1;500(REF.) \A1;500(REF.) ORIGEN: 0+000 FINAL: 0+020 ORIGEN: 0+000 FINAL: 0+035 0+035 0+036 0+000 3840 3845 3850 3855 3860 3865 3840 3845 3850 3855 3860 3865 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3854.99 CR: 0+005 3845 3850 3855 3860 3865 3845 3850 3855 3860 3865 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3856.66 CR:3858.78 0+010 3845 3850 3855 3860 3865 3870 3845 3850 3855 3860 3865 3870 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3861.70 CR:3858.68 0+015 3850 3855 3860 3865 3870 3875 3850 3855 3860 3865 3870 3875 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3865.05 CR:3862.42 0+020 3855 3860 3865 3870 3875 3855 3860 3865 3870 3875 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3868.89 CR: 0+021 3855 3860 3865 3870 3875 3855 3860 3865 3870 3875 0 5 10 15 20 25 0 -5 -10 -15 -20 -25 CT:3869.66 CR: 0+000 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 0.00 0.00 0+005 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 26.14 0.01 65.36 0+010 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 83.65 0.00 209.13 65.36 0+015 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 76.85 0.00 401.25 0.00 0+020 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 192.13 0.00 0+021 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 0.00 0.00 0+000 3845 3850 3855 3860 3865 3870 3875 3880 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 5.98% 4.59% 7.29% 3.69% -2.73% -8.59% -17.28% 7.48% 4.55% 2.30% -63.18% -107.46% -112.57% -105.37% -119.26% -100.19% -106.69% -94.91% -95.82% -70.16% -60.37% 60.37% 60.23% 61.29% 61.56% 70.24% 79.25% 46.83% 44.91% 74.15% 75.36% 74.16% 75.18% 74.17% 75.05% 74.19% 98.70% 74.26% 21.10% 18.32% 17.67% 14.52% 42.87% 137.18% 179.15% 120.41% 79.91% 90.34% 95.69% 64.75% 56.50% GRADE BREAK OFFSET = 0.000 ELEV = 3861.235 GRADE BREAK OFFSET = 18.000 ELEV = 3871.913 GRADE BREAK OFFSET = 0.000 ELEV = 3861.235 GRADE BREAK OFFSET = -13.000 ELEV = 3856.623 -10.000 10.000 CT:3861.23 CR: 0+005 3845 3850 3855 3860 3865 3870 3875 3880 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 5.39% 7.44% 0.00% 0.00% -22.19% -74.38% -130.75% -107.95% -107.95% -107.95% -107.95% -107.95% -54.11% -64.67% -67.25% 67.25% 63.21% 58.69% 70.24% 79.25% 46.83% 71.71% 73.79% 73.10% 73.79% 72.66% 72.66% 73.81% 72.75% 73.82% 73.05% 27.56% 22.65% 20.08% 15.45% 70.83% 179.15% 120.41% 155.39% 129.00% 49.68% GRADE BREAK OFFSET = 0.000 ELEV = 3860.871 GRADE BREAK OFFSET = 18.000 ELEV = 3871.997 GRADE BREAK OFFSET = 0.000 ELEV = 3860.871 GRADE BREAK OFFSET = -13.000 ELEV = 3856.438 -10.000 10.000 0.169 10.090 -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% 9.07% 9.07% 24.51% 51.23% 51.23% 51.23% 51.23% 51.23% 72.42% 90.40% 90.40% 90.40% 90.40% 105.21% 108.70% 116.47% 116.47% 126.89% 126.89% 133.08% 140.46% 140.46% 140.46% 147.93% 147.93% GRADE BREAK OFFSET = 0.169 ELEV = 3860.985 GRADE BREAK OFFSET = 10.090 ELEV = 3867.792 10.000 CT:3860.87 CR: 0+010 3845 3850 3855 3860 3865 3870 3875 3880 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 0.76% 6.13% -10.81% 2.11% -3.18% -6.17% -22.04% -34.68% -112.25% -129.03% -113.82% -128.44% -104.84% -91.11% -57.61% -57.84% 57.84% 57.59% 55.54% 57.73% 49.10% 70.21% 74.02% 71.12% 79.58% 73.10% 73.79% 72.66% 72.66% 73.81% 72.75% 73.82% 73.05% 72.86% 64.57% 17.32% 15.59% 10.68% 14.31% 19.21% 63.72% 155.39% 129.00% 119.39% GRADE BREAK OFFSET = 0.000 ELEV = 3860.974 GRADE BREAK OFFSET = 18.000 ELEV = 3871.897 GRADE BREAK OFFSET = 0.000 ELEV = 3860.974 GRADE BREAK OFFSET = -13.000 ELEV = 3856.000 -10.000 10.000 -5.737 0.000 10.563 -151.52% -151.52% 2.00% 2.00% 2.00% 2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% 151.52% 151.52% GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = 10.563 ELEV = 3868.195 GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = -5.737 ELEV = 3856.547 10.000 CT:3860.97 CR:3858.72 0+015 3845 3850 3855 3860 3865 3870 3875 3880 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 0.83% -1.40% 0.22% -7.80% 6.13% -10.81% -14.13% -3.73% -2.19% -0.53% 8.22% -29.81% -45.65% -49.71% -73.61% -25.77% -34.18% -75.83% -68.13% -62.50% -60.42% -105.22% -112.13% -109.62% -105.28% -103.97% -101.23% -100.66% -99.86% -18.62% -7.34% -69.91% -80.68% -43.28% -45.47% 45.47% 55.10% 59.63% 65.81% 59.87% 70.21% 74.02% 71.12% 79.58% 78.01% 77.25% 73.00% 77.59% 74.73% 77.81% 78.68% 77.74% 76.70% 77.82% 73.91% 20.82% 22.32% 35.56% 119.39% GRADE BREAK OFFSET = 0.000 ELEV = 3860.697 GRADE BREAK OFFSET = 18.000 ELEV = 3871.274 GRADE BREAK OFFSET = 0.000 ELEV = 3860.697 GRADE BREAK OFFSET = -13.000 ELEV = 3855.011 -10.000 10.000 -6.373 0.000 10.513 -151.52% -151.52% -151.52% -151.52% -151.52% -151.52% 2.00% 2.00% 2.00% 2.00% 2.00% -2.00% -2.00% 151.52% 151.52% GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = 10.513 ELEV = 3868.119 GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = -6.373 ELEV = 3855.584 10.000 CT:3860.70 CR:3858.71 0+020 3840 3845 3850 3855 3860 3865 3870 3875 3880 3840 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 0.63% -0.13% 0.06% -0.64% -0.36% -0.22% -15.42% -131.76% -131.76% -131.76% -131.76% -131.76% -131.76% -131.76% -131.76% -131.76% -131.76% -149.25% -104.17% -118.12% 118.12% 47.43% 55.76% 52.71% 62.28% 63.60% 63.60% 63.60% 46.34% 78.01% 77.25% 73.00% 77.59% 74.73% 77.81% 78.68% 77.74% 76.70% 77.82% 76.76% 76.99% 33.20% 23.70% 18.64% 21.05% 21.31% 20.60% GRADE BREAK OFFSET = 0.000 ELEV = 3860.951 GRADE BREAK OFFSET = 18.000 ELEV = 3871.697 GRADE BREAK OFFSET = 0.000 ELEV = 3860.951 GRADE BREAK OFFSET = -13.000 ELEV = 3854.982 -10.000 10.000 -6.767 0.000 10.071 -151.52% -151.52% -151.52% -151.52% -151.52% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% -2.00% -2.00% 151.52% 151.52% GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = 10.071 ELEV = 3867.450 GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = -6.767 ELEV = 3854.986 10.000 CT:3860.95 CR:3858.71 0+025 3840 3845 3850 3855 3860 3865 3870 3875 3880 3840 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 -1.73% -3.54% -26.21% -105.12% -105.10% -93.59% -90.69% -85.54% -85.14% -99.46% -99.46% -99.46% -100.86% -114.45% -113.35% -112.88% 112.88% 113.12% 112.97% 41.96% 45.71% 56.23% 69.75% 53.82% 53.77% 64.43% 68.00% 68.00% 68.00% 74.43% 74.43% 78.68% 77.74% 76.70% 77.82% 76.76% 76.99% 76.77% 76.77% 22.20% 21.30% GRADE BREAK OFFSET = 0.000 ELEV = 3860.632 GRADE BREAK OFFSET = 18.000 ELEV = 3872.191 GRADE BREAK OFFSET = 0.000 ELEV = 3860.632 GRADE BREAK OFFSET = -13.000 ELEV = 3854.722 -10.000 10.000 -6.831 0.000 9.681 -151.52% -151.52% -151.52% -151.52% -151.52% -151.52% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% 151.52% 151.52% GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = 9.681 ELEV = 3866.860 GRADE BREAK OFFSET = 0.000 ELEV = 3858.715 GRADE BREAK OFFSET = -6.831 ELEV = 3854.890 CT:3860.63 CR:3858.71 0+030 3840 3845 3850 3855 3860 3865 3870 3875 3880 3840 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 12.65% 0.43% 0.15% -0.00% 0.06% 0.04% 0.07% -0.01% -0.01% -0.07% -0.10% -15.39% -44.47% -38.16% -3.63% -40.21% -45.13% -89.88% -223.10% -212.43% -67.89% -116.41% -104.04% -96.09% -95.35% -99.62% -99.62% 99.62% 99.62% 23.54% 1.92% 42.48% 40.41% 44.84% 84.09% 84.77% 65.81% 65.82% 64.63% 63.55% 63.55% 63.63% 63.51% 63.51% 63.51% 67.78% 67.78% 67.78% 73.88% 68.02% 74.34% 68.25% 75.32% 51.28% 8.13% 6.93% 9.05% 23.79% GRADE BREAK OFFSET = 0.000 ELEV = 3861.136 GRADE BREAK OFFSET = 18.000 ELEV = 3872.463 GRADE BREAK OFFSET = 0.000 ELEV = 3861.136 GRADE BREAK OFFSET = -13.000 ELEV = 3854.180 -10.000 10.000 -7.273 -2.962 -1.632 0.000 10.262 -149.94% -147.53% -147.48% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% 3.80% 14.14% 31.68% 31.68% 57.00% 57.00% 57.00% 82.36% 82.36% 82.36% 100.35% 100.35% 113.38% 113.38% 124.44% 124.44% 132.22% 139.86% 139.86% 146.76% 146.76% 149.90% 151.52% GRADE BREAK OFFSET = 0.000 ELEV = 3859.472 GRADE BREAK OFFSET = 10.262 ELEV = 3867.781 GRADE BREAK OFFSET = 0.000 ELEV = 3859.472 GRADE BREAK OFFSET = -7.273 ELEV = 3854.146 10.000 CT:3861.14 CR:3859.47 0+035 3840 3845 3850 3855 3860 3865 3870 3875 3880 3840 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 1.09% 0.97% -0.64% 2.57% 7.95% 0.11% 0.15% 0.17% 0.17% -0.15% -0.14% -0.17% -99.91% -108.09% -180.61% -166.91% -183.69% -169.27% -136.77% -127.09% -78.12% -75.80% -86.48% -68.91% -80.91% 80.91% 33.95% 49.27% 55.34% 50.44% 55.04% 114.63% 92.95% 83.14% 77.70% 90.34% 79.91% 82.69% 79.03% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 73.88% 68.02% 74.34% 68.25% 75.32% 74.34% 74.02% 10.70% 6.73% 6.55% GRADE BREAK OFFSET = 0.000 ELEV = 3860.033 GRADE BREAK OFFSET = 18.000 ELEV = 3873.136 GRADE BREAK OFFSET = 0.000 ELEV = 3860.033 GRADE BREAK OFFSET = -13.000 ELEV = 3854.035 -10.000 10.000 CT:3860.03 CR: 0+036 3840 3845 3850 3855 3860 3865 3870 3875 3880 3840 3845 3850 3855 3860 3865 3870 3875 3880 0 5 10 15 20 25 0 -5 -10 -15 -20 -13.000 0.000 18.000 1.09% 1.08% 1.28% 4.14% 11.49% -1.99% -0.35% 0.77% 0.08% 1.50% 0.18% 0.18% -0.17% -0.23% -55.54% -108.09% -180.61% -166.91% -183.69% -169.27% -136.77% -127.09% -78.12% -74.53% -71.01% -61.20% 61.20% 50.44% 55.04% 114.63% 92.95% 83.14% 77.70% 90.34% 79.91% 82.69% 79.03% 79.03% 79.03% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 67.78% 73.88% 68.02% 74.34% 68.25% 75.32% 74.34% 74.02% GRADE BREAK OFFSET = 0.000 ELEV = 3859.792 GRADE BREAK OFFSET = 18.000 ELEV = 3873.225 GRADE BREAK OFFSET = 0.000 ELEV = 3859.792 GRADE BREAK OFFSET = -13.000 ELEV = 3854.028 -10.000 10.000 CT:3859.79 CR: 0+000 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 0.00 0.00 0+005 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 16.15 0.00 40.36 0.00 0+010 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 34.41 2.34 126.40 5.86 0+015 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 31.92 2.17 165.83 11.29 0+020 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 29.51 9.03 153.58 28.00 0+025 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 29.93 6.61 148.61 39.10 0+030 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 29.96 4.62 149.73 28.09 0+035 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 74.89 11.56 0+036 AREA CORTE AREA RELLENO VOLUMEN CORTE VOLUMEN RELLENO 0.00 0.00 0.00 0.00 0+005 0+010 0+015 0+005 0+010 0+015 0+020 0+025 0+030 5 5 5 5 5 5 5 5 5 5 5 5 5 NP 3858.80 -- NP 3858.80 -- #4@200 MURO TIPO 2 MURO TIPO 1 5 5 5 23000 (PLATAFORMADO) 5 10 15 20 3850 3855 3860 3865 3850 3855 3860 3865 5 10 15 20 3850 3855 3860 3865 3850 3855 3860 3865 5 10 15 20 3850 3855 3860 3865 3850 3855 3860 3865 5 10 15 20 3850 3855 3860 3865 3850 3855 3860 3865 N 8'945,650 N 8'945,650 E 277,525 E 277,550 E 277,575 N 8'945,625 E 277,575 E 277,550 E 277,525 5 5 0+002.5 0+007.5 0+012.5 0+017.5 0+022.5 0+027.5 5 5 5 5 500(REF.) 500(REF.) ESCALA 1/100 PLANTA - UBICACIÒN DE PLATAFORMA DE SUBESTACIÒN COLLECTION REUBICACIÓN LINEA DE BOMBEO SEEPAGE SUBESTACIÒN DE BOMBEO COLLECTION PLATAFORMADO PLANTA Y SECCIÓNES 450-C-1066 INDICADA 104-12013-450-DWG-C-1066 12013 2 A 04-ABR-13 EMITIDO PARA REVISIÓN Y COMENTARIOS J.C.L. D.P.M. V.H. B 01-MAY-13 EMITIDO PARA APROBACIÓN DEL CLIENTE J.C.L. D.P.M. V.H. C 13-AGO-13 EMITIDO PARA APROBACIÓN DEL CLIENTE J.C.L. D.P.M. V.H. 0 14-AGO-13 EMITIDO PARA CONSTRUCCIÓN J.C.L. D.P.M. O.A.U 1 10-SET-13 SE MODIFICÓ DIMENSIONES DE PLATAFORMA J.CL. D.P.M. O.A.U 2 26-SET-13 SE MODIFICÓ UBICACIÓN DE PLATAFORMA J.C.L. D.P.M. O.A.U. 433-T-8901 ELEVACIÒN DE PRESA DE RELAVES FASE V - PLANTA 450-DWG-C-101 REUBICACIÒN LINEA DE BOMBEO SEEPAGE - EST. BOMBEO COLLECTION 450-DWG-C-102 REUBICACIÒN LINEA DE BOMBEO SEEPAGE - EST. BOMBEO COLLECTION 433-T-9247 BOMBAS DE AGUA RECUPERADA SEEPAGE - PLANTA GENERAL \LNOTAS GENERALES:GENERALES: 1._ LAS DISCREPANCIAS ENTRE LOS PLANOS Y LAS ESPECIFICACIONES SERÁN EN \W2.66667; EL SIGUIENTE ORDEN DE PRIORIDAD: \W5.33333; PRIMERO: PLANOS DE DISEÑO. \W5.33333; SEGUNDO: ESPECIFICACIONES. 2._ EL CONCRETO DEBERÁ SUMINISTRARSE Y ENTREGARSE DE ACUERDO CON LA \W5.33333; ESPECIFICACIÓN 0000-ESP-C-08. 3._ EL ACERO DE REFUERZO DEBERÁ AJUSTARSE Y SUMINISTRARSE A LA NORMA \W5.33333; ASTM A615 GRADO 60 Y DETALLADO, FABRICADO Y ENTREGADO DE ACUERDO \W5.33333; A LA ESPECIFICACIÓN 0000-ESP-C-09. 4._ EL ENCOFRADO, VACIADO Y CURADO DEBERÁ ESTAR DE ACUERDO CON LA \W5.33333; ESPECIFICACIÓN 0000-ESP-C-09. 5._ REPLANTEAR ELEVACIONES Y DISTANCIAS EN OBRA. 6._ EL RELLENO ESTRUCTURAL SERÁ MATERIAL DE PRESTAMO (RELLENO CLASE A) \W5.33333; QUE DEBE CUMPLIR LA ESPECIFICACIÓN 0000-ESP-C-02 (EXCAVACIÓN Y \W5.33333; RELLENO ESTRUCTUAL), ESTE MATERIAL DEBE SER COMPACTADO TENIENDO EN \W5.33333; CUENTA LA ESPECIFICACIÓN ANTERIOR. 7._ ABREVIACIONES: NTC. = NIVEL TOPE DE CONCRETO. TIP. = TÍPICO. NTN. = NIVEL DE TERRENO NATURAL. SIC. = SALVO INDICACIÓN CONTRARIA. \LRECUBRIMIENTOS: 1._ CONCRETO EXPUESTO CONTRA EL TERRENO 75 mm 2._ CONCRETO A LA INTERPERIE \W5.33333; BARRAS DE 3:4" Y MAYORES 50 mm \W5.33333; BARRAS DE 5:8" Y MENORES 40 mm \L · ZAPATAS, PEDESTALES Y MUROS f'c = 30 MPA · LOSA DE PISO f'c = 20 MPA · SOLADOS f'c = 10 MPA · ACERO REFUERZO f'y = 4,200 kg:cm² · CARGA ADMISIBLE DEL TERRENO wt = 1.5 kg:cm² PLANO LLAVE ESPECIFICACIONES TÉCNICAS : ESTACIÒN DE BOMBEO SEEPAGE EXISTENTE UBICACIÒN DE POZA COLECTORA SEEPAGE (PROPUESTA 23/03/2012) NUEVA SUBESTACIÒN COLLECTION A -- N 8'945,649.866 E 277,576.407 N 8'945,639.226 E 277,554.315 N 8'945,655.771 E 277,570.293 N 8'945,633.321 E 277,560.430 B -- C -- ESCALA 1/25 MURO TIPO 2 ESCALA 1/25 MURO TIPO 1 NP 3858.800 A -- ESCALA 1/250 SECCIÓN 1. LAS DIMENSIONES ESTÀN EN MILIMETROS, NIVELES Y SECCIONES EN METROS. 2. EL SISTEMA DE COORDENADAS UTILIZADO ES UTM, ZONA 18 SUR. SATUM PSAD-56. 3. TOPOGRAFÌA ACTUALIZADA AL 23-09-2013 NP 3858.80

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bergbau, bohr, containment, DETAIL, details, distribution, drilling, DWG, general, l'exploitation minière, le forage, mineração, mining, perfuração, planimetria, plano, plant, wall, wall containment