Staircase Was DWG Block for AutoCAD

Stairway Chaupimarca district, Pasco.

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

datum elev, meeting, base with affirmed material, properly compacted, stuffing with material, selected, fc, drainage ditch, profile line, ramp, compact ground cut, area, ramp, compact ground cut, area, profile line, compact ground cut, area, ramp, profile line, profile line, compact ground cut, area, ramp, compact ground cut, area, ramp, profile line, compact ground cut, area, profile line, compact ground cut, area, profile line, profile line, compact ground cut, area, compact ground cut, area, profile line, ramp, ref. with mat. of loan, compacted manual, area, ref. with mat. of loan, compacted manual, area, compact ground cut, area, compact ground cut, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, Park, huancapucro street, psje., street el mirador, former graduates, Park, huancapucro street, psje. matrimony, street el mirador, technical data of bm’s, bm no, Quota, legend, lamppost, Benchmark, level curve every m., station mark, existing mailbox, housing limit, register machine, symbology, Wall, description, former graduates, general topography, rain gutter, green area, area, metal grid, in gutter, Street, projected path, ramp, Progressive, break, ramp, break, break, break, break, level of slope, subgrade, terrain quota, Cutting height, fill height, break, profile line, ramp, compact ground cut, area, ramp, compact ground cut, area, profile line, compact ground cut, area, ramp, profile line, profile line, compact ground cut, area, ramp, compact ground cut, area, ramp, profile line, compact ground cut, area, profile line, compact ground cut, area, profile line, profile line, compact ground cut, area, compact ground cut, area, profile line, ramp, ref. with mat. of loan, compacted manual, area, ref. with mat. of loan, compacted manual, area, compact ground cut, area, compact ground cut, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, filling preparation, for base, area, break, break, break, break, break, break, ramp, Longitudinal cut, scale h:, scale v:, green area, area, metal grid, in gutter, metal grid, in gutter, matrimony, cloth, break, green area, street el mirador, psje., matrimony, Street, Park, graderiase

Raw text data extracted from CAD file:

W E E 300 300 200 200 S 0 0 400 400 100 100 N N DATUM ELEV Junta e=1″ 0,15 5 5 0.30 0,15 \A1;0,15 \A1;Junta e=1″ \A1;0,15 \A1;.10 \A1;.10 \A1;0.30 Base con Material de Afirmado Debidamente Compactado Relleno con Material Propio Seleccionado NPT= 4372.449 f’c = 175 kg/cm2 Cuneta de Drenaje 5 5 5 5 1″ 5 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.10 \A1;1″ \A1;0.35 \A1;10.22m \A1;0.78m \A1;1.68m \A1;10.22m \A1;16.80m \A1;2.00m \A1;2.00m \A1;1.50m \A1;1.00m \A1;1.00m \A1;1.00m \A1;1.00m \A1;9.49m \A1;.12 \A1;.1 0 0+008 0 0+012 0 0+016 0 0+020 0 0+024 0 0+028 0 0+032 0 0+036 0 0+040 0 0+044 0 0+048 Linea de Perfil 4367 4366 4368 RAMPA S=6.4 % Corte de Terreno Compacto Area = 0.778 m2 4367 NPT= 4367.27 4366 4368 RAMPA S=6.4 % Corte de Terreno Compacto Area = 1.146 m2 Linea de Perfil 4367 NPT= 4367.53 4368 4369 4367 NPT= 4367.53 4368 4369 Corte de Terreno Compacto Area = 1.645 m2 RAMPA S=6.4 % Linea de Perfil 4367 NPT= 4367.66 4368 4369 4367 4368 4369 Linea de Perfil Corte de Terreno Compacto Area = 1.47 m2 RAMPA S=6.4 % 4367 NPT= 4367.78 4368 4369 4367 NPT= 4367.78 4368 4369 Corte de Terreno Compacto Area = 0.701 m2 RAMPA S=3.00% Linea de Perfil NPT= 4367.90 4367 4368 4369 NPT= 4367.90 4367 4368 4369 Corte de Terreno Compacto Area = 0.801 m2 Linea de Perfil NPT= 4368.39 4368 4369 4370 NPT= 4368.39 4368 4369 4370 Corte de Terreno Compacto Area = 0.340 m2 Linea de Perfil NPT= 4368.68 4368 4369 4370 NPT= 4368.84 4368 4369 4370 Linea de Perfil NPT= 4369.48 4369 4370 4371 NPT= 4369.41 4369 4370 4371 Corte de Terreno Compacto Area = 1.38 m2 Corte de Terreno Compacto Area = 1.022 m2 Linea de Perfil NPT= 4370.08 4370 4371 4372 4370 4371 4372 NPT= 4370.98 4371 4372 4373 4371 4372 4373 4372.00 4373 4374 4372.00 4373 4374 -17638328.17124981 -17638328.17124981 NPT= 4371.88 S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% RAMPA S=11.11% RAMPA S=11.11% NPT= 4370.08 NPT= 4370.98 NPT= 4371.88 NPT= 4368.39 NPT= 4368.68 NPT= 4369.48 NPT= 4367.78 NPT= 4367.66 NPT= 4367.53 NPT= 4367.27 NPT= 4367.27 NPT= 4367.90 Rell. con Mat. de Prestamo Manual Compactado Area =0.695 m2 Rell. con Mat. de Prestamo Manual Compactado Area =0.695 m2 Corte de Terreno Compacto Area = 1.022 m2 Corte de Terreno Compacto Area = 1.022 m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 Relleno Y Preparación Para Base Area =0.292m2 \A1;.85 A A B B C C D D E E F F G G \A1;2.52 \A1;3.11 \A1;1.48 \A1;2.83 \A1;.95 \A1;1.48 \A1;.64 \A1;1.55 \A1;.82 \A1;.48 \A1;4.36 \A1;4.39 \A1;4.67 \A1;6.39 \A1;1.38 \A1;.38 \A1;3.54 \A1;3.26 \A1;4.10 \A1;2.55 \A1;2.46 \A1;2.39 \A1;R.56 \A1;R.87 \A1;R.87 \A1;3.30 \A1;4.08 \A1;3.63 \A1;1.86 \A1;R.52 \A1;R.61 \A1;R.62 \A1;R.61 \A1;1.28 \A1;2.22 \A1;2.46 \A1;2.43 \A1;1.68 \A1;1.64 \A1;.94 \A1;3.44 \A1;3.88 \A1;4.23 \A1;4.23 \A1;3.65 \A1;3.24 \A1;3.10 \A1;.02 \A1;3.61 \A1;3.61 \A1;3.61 \A1;2.84 \A1;2.66 \A1;2.44 \A1;2.37 \A1;2.89 \A1;3.12 \A1;3.64 \A1;3.53 \A1;2.12 \A1;1.59 \A1;1.59 \A1;1.46 \A1;.64 \A1;1.46 \A1;.64 \A1;.62 \A1;2.08 \A1;3.36 \A1;.90 \A1;.92 \A1;.50 \A1;.92 \A1;.68 \A1;1.55 \A1;.40 \A1;.33 \A1;2.07 \A1;2.08 \A1;.93 \A1;.58 \A1;2.40 \A1;.58 \A1;.93 \A1;2.02 \A1;.77 \A1;1.56 \A1;.39 \A1;2.12 \A1;1.40 \A1;1.02 \A1;R.77 \A1;2.93 \A1;3.33 \A1;.99 \A1;1.00 \A1;1.74 \A1;5.66 \A1;3.36 \A1;4.02 \A1;3.97 \A1;3.65 \A1;4.69 \A1;2.53 \A1;1.08 \A1;1.00 \A1;.60 \A1;.75 \A1;1.06 \A1;1.11 \A1;3/4″ \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;3/4″ \A1;.30 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.13 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.19 \A1;\S3/4;” \A1;.15 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.05 \A1;.13 \A1;.10 \A1;\S3/4;” \A1;.125 \A1;.10 \A1;.075 \A1;.10 \A1;.30 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.19 \A1;\S3/4;” \A1;.35 \A1;.15 \A1;.20 \A1;.10 \A1;.20 \A1;.08 \A1;.025 \A1;.17 \A1;.03 \A1;.30 \A1;.28 \A1;3/4″ \A1;.15 \A1;.15 \A1;.15 \A1;.12 \A1;.21 \A1;.10 \A1;.06 \A1;.125 \A1;.10 \A1;.10 \A1;.125 \A1;.15 \A1;.05 \A1;67° \A1;37° \A1;.15 \A1;.05 \A1;67° \A1;37° \A1;.45 \A1;.125 \A1;.10 \A1;.10 \A1;61° \A1;.10 \A1;.08 \A1;.125 \A1;.16 \A1;.10 \A1;.01 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.125 \A1;.075 \A1;.10 \A1;.85 PR \A1;5.87 \A1;1.72 \A1;4.06 \A1;4.42 \A1;4.77 \A1;1.01 \A1;.71 \A1;.71 \A1;6.52 \A1;6.55 \A1;.70 \A1;2.68 \A1;4.54 \A1;3.53 \A1;1.07 \A1;5.34 \A1;4.87 \A1;4.81 \A1;2.40 \A1;1.08 \A1;.82 \A1;2.50 \A1;2.36 \A1;3.55 \A1;4.90 \A1;4.73 \A1;3.17 \A1;7.46 \A1;1.26 \A1;4.14 \A1;2.82 \A1;5.81 \A1;4.01 \A1;3.95 \A1;4.92 \A1;5.98 \A1;3.95 \A1;7.39 \A1;4.19 \A1;3.71 \A1;6.58 \A1;6.80 \A1;5.96 \A1;4.40 \A1;4.01 \A1;3.73 \A1;4.79 \A1;5.81 \A1;3.80 \A1;3.78 \A1;5.20 \A1;4.43 \A1;3.19 \A1;4.26 \A1;2.10 \A1;1.99 \A1;2.89 \A1;5.86 \A1;4.28 \A1;3.69 \A1;1.75 \A1;.74 PARQUE CALLE HUANCAPUCRO PSJE. CALLE EL MIRADOR BM-1 E 362895.00 E 362865.00 4370.0 4367.5 4367.216 4367.022 4367.141 4367.155 4366.782 4366.776 4366.532 4366.537 4365.836 4366.048 4365.803 4366.213 4366.705 4366.791 4367.084 4365.838 4367.038 4366.725 4367.105 4366.902 4367.077 4368.131 4367.268 4367.369 4368.818 4366.898 4366.722 4366.585 4366.722 4367.158 4367.271 4367.636 4367.578 4368.071 4368.104 4367.707 4368.924 4369.045 4369.072 4369.161 4368.560 4368.487 4368.567 4367.972 4367.644 4367.582 4367.318 4367.065 4366.911 4367.087 4367.340 4367.850 4367.940 4367.110 4367.410 4367.680 4367.660 4367.790 4368.470 4368.440 4368.510 4369.600 4369.480 4369.270 4369.400 4369.290 4369.130 4369.230 4369.950 4369.620 4372.230 4369.480 4369.480 4370.180 4370.170 4370.280 4370.350 4370.520 4370.830 4370.790 4370.820 4371.130 4371.160 4370.790 4370.600 4370.760 4370.960 4371.510 4371.490 4371.930 4371.960 4372.430 4372.230 4372.350 4372.310 4372.190 4372.440 4372.130 4372.360 4372.350 4372.330 4372.000 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+016 0+018 0+020 0+022 0+024 0+026 0+028 0+030 0+032 0+034 0+038 0+040 0+042 0+044 0+046 0+048 0+050 GraderiasExistentes PARQUE CALLE HUANCAPUCRO PSJE. MATADERIA CALLE EL MIRADOR BM-1 DATOS TECNICOS DE BM’s BM Nº BM-1 4372.130 COTA LEYENDA POSTE DE LUZ BENCHMARK CURVA DE NIVEL CADA 2.50 m. CURVA DE NIVEL CADA 0.50 m. MARCA DE ESTACION BUZON EXISTENTE LIMITE DE VIVIENDA CAJA DE REGISTRO SIMBOLOGIA MURO DESCRIPCION E 362880.00 E 362865.00 E 362850.00 N 8819175.00 N 8819190.00 N 8819205.00 N 8819220.00 4370.0 4367.5 GraderiasExistentes TOPOGRAFIA GENERAL CUNETA DE DRENAJA PLUVIAL CUNETA DE DRENAJA PLUVIAL 5 5 5 E 362895.00 E 362910.00 E 362925.00 Area Verde 01 Area = 4.29 m2 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 Rejilla Metalica en cuneta (ver detalle) CALLE vereda proyectada 4368 4372 0+000 0+004 0+008 0+012 0+016 0+020 0+024 0+028 0+032 0+036 0+040 0+044 0+048 RAMPA 2- s = 3.00 % PROGRESIVA DESCANSO 06 NPT= 4371.88 02 03 05 06 07 08 09 10 11 12 13 14 16 15 17 18 19 20 RAMPA 1- s = 6.4 % RAMPA 3 – s = 11.11 % DESCANSO 05 NPT= 4371.43 DESCANSO 04 NPT= 4370.98 DESCANSO 03 NPT= 4370.53 DESCANSO 02 NPT= 4370.08 4366 4365 4367 4369 4370 4371 4373 4368 4372 4366 4365 4367 4369 4370 4371 COTA DE RASANTE COTA DE SUBRASANTE COTA DE TERRENO ALTURA DE CORTE ALTURA DE RELLENO 0+002 0+006 0+010 0+014 0+018 0+022 0+026 0+030 0+038 0+042 0+046 0+050 0.00 0.00 4366.41 — 0.00 0.00 4366.72 — 0.00 0.00 4366.94 — 0.00 0.17 4367.13 4366.96 4367.27 0.00 0.20 4367.29 4367.09 4367.40 0.00 0.17 4367.39 4367.22 4367.53 0.00 0.14 4367.43 4367.29 4367.60 0.00 0.14 4367.49 4367.35 4367.66 0.00 0.09 4367.50 4367.41 4367.72 0.00 0.13 4367.60 4367.47 4367.78 0.00 0.16 4367.69 4367.53 4367.84 0.00 0.25 4367.84 4367.59 4367.90 0.00 0.06 4367.99 4367.93 4368.24 0.00 0.14 4368.22 4368.08 4368.39 0.00 0.22 4368.45 4368.23 4368.54 0.00 0.14 4368.74 4368.60 4368.84 0.00 0.38 4369.06 4368.68 4368.99 0.00 0.34 4369.44 4369.10 4369.41 0.00 0.35 4369.80 4369.45 4369.75 0.00 0.33 4370.22 4369.89 4370.20 0.00 0.33 4370.67 4370.34 4370.65 0.00 0.24 4371.03 4370.79 4371.10 0.00 0.22 4371.46 4371.24 4371.55 0.00 0.18 4371.87 4371.69 4372.00 0.00 0.00 4372.00 0.00 4372.00 — — — DESCANSO 01 NPT= 4369.48 01 04 01 02 0 0+008 0 0+012 0 0+016 0 0+020 0 0+024 0 0+028 0 0+032 0 0+036 0 0+040 0 0+044 0 0+048 Linea de Perfil 4367 4366 4368 RAMPA S=6.4 % Corte de Terreno Compacto Area = 0.45 m2 4367 NPT= 4367.27 4366 4368 RAMPA S=6.4 % Corte de Terreno Compacto Area = 0.70 m2 Linea de Perfil 4367 NPT= 4367.53 4368 4369 4367 NPT= 4367.53 4368 4369 Corte de Terreno Compacto Area = 1.90 m2 RAMPA S=6.4 % Linea de Perfil 4367 NPT= 4367.66 4368 4369 4367 4368 4369 Linea de Perfil Corte de Terreno Compacto Area = 1.47 m2 RAMPA S=6.4 % 4367 NPT= 4367.78 4368 4369 4367 NPT= 4367.78 4368 4369 Corte de Terreno Compacto Area = 0.65 m2 RAMPA S=3.00% Linea de Perfil NPT= 4367.90 4367 4368 4369 NPT= 4367.90 4367 4368 4369 Corte de Terreno Compacto Area = 0.35 m2 Linea de Perfil NPT= 4368.39 4368 4369 4370 NPT= 4368.39 4368 4369 4370 Corte de Terreno Compacto Area = 1.45 m2 Linea de Perfil NPT= 4368.68 4368 4369 4370 NPT= 4368.84 4368 4369 4370 Linea de Perfil NPT= 4369.48 4369 4370 4371 NPT= 4369.41 4369 4370 4371 Corte de Terreno Compacto Area = 0.85 m2 Corte de Terreno Compacto Area = 1.20 m2 Linea de Perfil NPT= 4370.08 4370 4371 4372 4370 4371 4372 NPT= 4370.98 4371 4372 4373 4371 4372 4373 4372.00 4373 4374 4372.00 4373 4374 NPT= 4371.88 S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% S=1% RAMPA S=11.11% RAMPA S=11.11% NPT= 4370.08 NPT= 4370.98 NPT= 4371.88 NPT= 4368.39 NPT= 4368.68 NPT= 4369.48 NPT= 4367.78 NPT= 4367.66 NPT= 4367.53 NPT= 4367.27 NPT= 4367.27 NPT= 4367.90 Rell. con Mat. de Prestamo Manual Compactado Area =0.25 m2 Rell. con Mat. de Prestamo Manual Compactado Area =0.05 m2 Corte de Terreno Compacto Area = 1.20 m2 Corte de Terreno Compacto Area = 0.63 m2 Relleno Y Preparación Para Base Area =0.65m2 Relleno Y Preparación Para Base Area =0.50m2 Relleno Y Preparación Para Base Area =0.50 m2 Relleno Y Preparación Para Base Area =0.50m2 Relleno Y Preparación Para Base Area =0.40m2 Relleno Y Preparación Para Base Area =0.40m2 Relleno Y Preparación Para Base Area =0.35 m2 Relleno Y Preparación Para Base Area =0.47 m2 Relleno Y Preparación Para Base Area =0.30 m2 Relleno Y Preparación Para Base Area =0.40m2 Relleno Y Preparación Para Base Area =0.20 m2 0+036 DESCANSO 06 NPT= 4371.88 DESCANSO 05 NPT= 4371.43 DESCANSO 04 NPT= 4370.98 DESCANSO 03 NPT= 4370.53 DESCANSO 02 NPT= 4370.08 DESCANSO 01 NPT= 4369.48 5 RAMPA 2- s = 3.00 % RAMPA 1- s = 6.4 % RAMPA 2- s = 3.00 % RAMPA 3 – s = 11.11 % CORTE LONGITUDINAL A-A ESCALA H: 1/75 ESCALA V: 1/75 Area Verde 02 Area = 10.38 m2 Rejilla Metalica en cuneta (ver detalle) Rejilla Metalica en cuneta (ver detalle) 0+049.26 MATADERIA E 362880.00 E 362880.00 N 8819175.00 N 8819190.00 N 8819205.00 N 8819205.00 N 8819220.00 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PAÑO 1 PAÑO 2 PAÑO 3 PAÑO 4 PAÑO 5 PAÑO 6 PAÑO 8 PAÑO 7 PAÑO 9 PAÑO 10 DESCANSO 06 DESCANSO 05 DESCANSO 04 DESCANSO 03 DESCANSO 02 DESCANSO 01 5 5 5 Area Verde 01 Area Verde 02 CALLE EL MIRADOR PSJE. MATADERIA CALLE PARQUE GraderiasExistentes vereda proyectada BENCHMARK POSTE DE LUZ MARCA DE ESTACION CAJA DE REGISTRO BUZON EXISTENTE LIMITE DE VIVIENDA LEYENDA MURO SIMBOLOGIA DESCRIPCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALLE EL MIRADOR CALLE HUANCAPUCRO PSJE. MATADERIA CALLE E 362895.00 E 362865.00 E 362880.00 E 362895.00 N 8819190.00 N 8819205.00 N 8819220.00 E 362895.00 E 362865.00 E 362880.00 N 8819190.00 N 8819205.00 N 8819220.00 N 8819160.00 N 8819175.00 N 8819175.00 PLANTA GENERAL ESC: 1/75 CERCO PROVICIONAL DE OBRA (SEÑALIZACIÓN ESC: 1/75 PLANTA DE CIMENTACION ESC: 1/75 RAMPA 1- s = 6.4 % RAMPA 2- s = 3.00 % RAMPA 3 – s = 11.11 % Area Verde 01 Area = 4.29 m2 Area Verde 02 Area = 10.38 m2 3/4″ .30 \A1;Concreto 140 Kg/cm2 \A1;Junta Asfaltica \S3/4;” .15 .15 \A1;Acabado Frotachado \A1;Acabado Frotachado 5 5 5 5 5 5 5 5 ESC: 1/10 DETALLE DE ENCUENTRO DESCANZO Y PELDAÑOS EN CORTE F-F 3/4″ .30 \A1;Concreto 140 Kg/cm2 \A1;Junta Asfaltica \S3/4;” .15 .15 \A1;Acabado Frotachado \A1;Acabado Frotachado 5 5 5 5 5 5 5 5 5 5 5 5 \W6.61667; \A1;Junta Asfaltica \A1;\S3/4;” Sardinel Concreto175 Kg/cm2 5 \S3/4;” 5 5 5 5 Veredas Concreto 140 Kg/cm2 \A1;Acabado Frotachado \A1;Acabado Frotachado \A1;En Cuneta DETALLE DE CUNETA EN CORTE A-A ESC: 1/10 Cuneta Concreto140 Kg/cm2 ESC: 1/10 DETALLE DE ENCUENTRO DESCANZO Y PELDAÑOS EN CORTE D-D 5 5 \W6.61667; \A1;Junta Asfaltica \A1;\S3/4;” Sardinel Concreto175 Kg/cm2 5 5 5 \S3/4;” .125 5 .075 5 CORTE C-C ESC: 1/10 5 Angulo de 1″ Acero de 1/2″ DETALLE DE REJILLA EN CUNETA CORTE G-G ESC: 1/10 5 5 5 5 5 5 5 5 5 5 Angulo de 1″ 5 5 5 \W6.61667; \A1;Junta Asfaltica \A1;\S3/4;” Sardinel Concreto175 Kg/cm2 5 \S3/4;” 5 5 5 5 5 5 .025 5 5 Cuneta Concreto140 Kg/cm2 Rejilla \A1;Acabado Frotachado \A1;Concreto 140 Kg/cm2 5 \A1;Concreto 140 Kg/cm2 \A1;Concreto 140 Kg/cm2 .30 .28 3/4″ ESC: 1/10 \A1;Junta Asfaltica \S3/4;” \A1;Bruña 1cm@1.00m \A1;Concreto 140 Kg/cm2 \A1;Acabado Frotachado .15 .15 .15 \A1;Concreto 140 Kg/cm2 \A1;Acabado Frotachado \A1;Acabado Frotachado 5 5 5 5 5 DETALLE DE ENCUENTRO DESCANZO Y PELDAÑOS EN CORTE E-E 5 5 5 5 \A1;Acabado Frotachado \A1;Concreto 140 Kg/cm2 \A1;Concreto 140 Kg/cm2 \A1;Junta Asfaltica \S3/4;” DETALLE DE ENCUENTRO DE RAMPA EN CORTE B-B 5 5 A A A A A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B B D D E E F F F F F F F F F F E E E E E E E E C C C C C C C C C C C C C C C C C C C C H H G G G G G G \W6.61667; \A1;Junta Asfaltica \A1;\S3/4;” \A1;Acabado Frotachado \A1;Concreto 140 Kg/cm2 \A1;Buzon Existente 5 ESC: 1/10 DETALLE DE ENCUENTRO DESCANSO Y BUZON EXISTENTE EN CORTE I-I H H H H H H H H I I I I 5 5 5 5 5 5 \A1;Material de Relleno \A1;Acabado Frotachado \W6.61667; \A1;Junta Asfaltica \A1;\S3/4;” \A1;Concreto 140 Kg/cm2 5 5 5 \A1;Para Jardin Sardinel Concreto175 Kg/cm2 ESC: 1/10 DETALLE DE ENCUENTRO VEREDA Y SARDINEL DE JARDIN CORTE H-H 4368 4372 0+000 0+004 0+008 0+012 0+016 0+020 0+024 0+028 0+032 0+036 0+040 0+044 0+048 RAMPA 2- s = 3.00 % PROGRESIVA DESCANSO 06 NPT= 4371.88 PERFIL LONGITUDINAL 02 03 05 06 07 08 09 10 11 12 13 14 16 15 17 18 19 20 RAMPA 1- s = 6.4 % RAMPA 3 – s = 11.11 % DESCANSO 05 NPT= 4371.43 DESCANSO 04 NPT= 4370.98 DESCANSO 03 NPT= 4370.53 DESCANSO 02 NPT= 4370.08 4366 4365 4367 4369 4370 4371 4373 4368 4372 4366 4365 4367 4369 4370 4371 COTA DE TERRENO 0+002 0+006 0+010 0+014 0+018 0+022 0+026 0+030 0+038 0+042 0+046 0+050 4366.41 4366.72 4366.94 4367.13 4367.29 4367.39 4367.43 4367.49 4367.50 4367.60 4367.69 4367.84 4367.99 4368.22 4368.45 4368.74 4369.06 4369.44 4369.80 4370.22 4370.67 4371.03 4371.46 4371.87 4372.00 DESCANSO 01 NPT= 4369.48 01 04 5 RAMPA 2- s = 3.00 % ESCALA H: 1/75 ESCALA V: 1/75 PARQUE GraderiasExistentes vereda proyectada CALLE EL MIRADOR CALLE HUANCAPUCRO PSJE. MATADERIA CALLE E 362895.00 E 362865.00 E 362880.00 E 362895.00 N 8819190.00 N 8819205.00 N 8819160.00 N 8819160.00 N 8819175.00 PLANTA DE REPLANTEO ESC: 1/75 RAMPA 1- s = 6.4 % RAMPA 2- s = 3.00 % RAMPA 3 – s = 11.11 % Area Verde 01 Area = 4.29 m2 Area Verde 02 Area = 10.38 m2 PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR PR 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 PR PR BENCHMARK POSTE DE LUZ PUNTOS DE APOYO MARCA DE ESTACION CAJA DE REGISTRO BUZON EXISTENTE LIMITE DE VIVIENDA LEYENDA MURO SIMBOLOGIA DESCRIPCION DE REPLANTEO