Marketing Mix Management Circuit; Mtc Tarapoto DWG Block for AutoCAD

geometric distribution of a circuit marketing mix; proposed.

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

n.m., proy.de ceiling, motorcycles, cars, medium buses, npt, control, dor., office, npt, to be, ss.hh., reception., npt, parking lot, of gravel, ground boundary, npt, terrace, proy.de ceiling, Distribution plant, esc:, highway andiviela, moral road, general income, sh., esc:, entry, departure, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, npt, topographic level, dimension equivalence, project dimension, npt, npt, npt, npt, marketing mix, esc:, ntt m., npt m., ct m., ntt m., front elevation, esc:, cut, esc:, npt, ntt m., ct m., ntt m., ct m., ntt m., npt m., ct m., septic tank area, percolator well, tank tank elevated

Raw text data extracted from CAD file:

N.M. N.M. N.M. \A1;3.00 \A1;5.00 \A1;3.00 \A1;5.00 \A1;3.00 \A1;5.00 \A1;67.25 \A1;125.50 \A1;39.68 \A1;4.30 \A1;47.10 \A1;96.92 \A1;R6.00 \A1;R15.50 \A1;8.20 \A1;8.20 \A1;18.93 \A1;21.21 \A1;63.20 \A1;30.50 \A1;13.00 \A1;9.50 \A1;20.66 \A1;13.00 \A1;51.34 \A1;9.50 \A1;35.50 \A1;13.00 \A1;10.00 \A1;11.80 \A1;11.80 \A1;10.20 \A1;6.00 \A1;12.43 \A1;14.14 \A1;51.63 \A1;8.20 \A1;8.20 \A1;8.20 \A1;9.50 \A1;9.50 \A1;8.20 \A1;8.20 \A1;8.20 \A1;0.50 \A1;7.20 \A1;0.50 \A1;15.00 \A1;0.50 \A1;7.20 \A1;0.50 \A1;18.50 \A1;0.50 \A1;10.80 \A1;0.50 \A1;0.50 \A1;7.20 \A1;0.50 \A1;100.55 \A1;6.00 \A1;6.00 \A1;0.50 \A1;0.50 \A1;24.21 \A1;6.44 \A1;20.35 \A1;3.19 \A1;8.52 \A1;31.90 \A1;8.42 \A1;R22.30 \A1;R4.50 \A1;R2.50 \A1;R4.50 \A1;8.20 \A1;8.20 \A1;18.05 \A1;R30.50 \A1;8.20 \A1;12.57 \A1;R8.00 \A1;7.07 \A1;7.07 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;7.07 \A1;7.07 \A1;7.07 \A1;7.07 \A1;R4.50 \A1;R4.50 \A1;7.07 \A1;6.00 \A1;7.07 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;R4.50 \A1;9.05 \A1;7.07 \A1;12.50 \A1;12.50 \A1;5.45 \A1;R4.50 \A1;R4.50 \A1;23.19 \A1;40.85 \A1;18.53 \A1;1.73 \A1;R4.50 298 298 300 300 300 300 300 300 300 300 302 302 304 304 306 306 308 308 310 310 312 312 314 314 316 316 318 318 320 320 322 322 324 324 326 326 298.5 298.5 298.5 298.5 299 299 299.5 299.5 300.5 300.5 300.5 300.5 301 301 301.5 301.5 302.5 302.5 303 303 303.5 303.5 304.5 304.5 305 305 305.5 305.5 306.5 306.5 307 307 307.5 307.5 308.5 308.5 309 309 309.5 309.5 310.5 310.5 311 311 311.5 311.5 312.5 312.5 313 313 313.5 313.5 314.5 314.5 315 315 315.5 315.5 316.5 316.5 317 317 317.5 317.5 318.5 318.5 319 319 319.5 319.5 320.5 320.5 321 321 321.5 321.5 322.5 322.5 323 323 323.5 323.5 324.5 324.5 325 325 325.5 325.5 \A1;110.51 \A1;2.50 \A1;4.71 \A1;15.10 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROY.DE TECHO MOTOS AUTOS \W1.03306; BUSES \W1.03306; MEDIANOS 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 NPT + 0.70 CT + 300.50 CONTROL DOR. OFICINA NPT + 0.70 CT + 300.50 ESTAR SS.HH. SS.HH. RECEPCI. NPT + 0.05 CT + 299.85 ESTACIONAMIENTO \W0.52549; \A1;PISO DE GRAVA 3/4″ LIMITE DEL TERRENO LIMITE DEL TERRENO NPT + 0.25 CT + 300.05 TERRAZA PROY.DE TECHO PROY.DE TECHO PROY.DE TECHO PROY.DE TECHO PROY.DE TECHO PROY.DE TECHO PROY.DE TECHO PLANTA DE DISTRIBUCION ESC: 1/250 CARRETERA A ANDIVIELA CARRETERA A MORALES \W0.95499; INGRESO \W0.95499; GENERAL 5 5 SH. A-1 ESC: 1/250 \W0.95499; INGRESO \W1.66927; SALIDA 5 NPT – 1.20 CT + 298.50 NPT – 0.55 CT + 299.15 NPT ± 0.00 CT + 299.80 NPT + 0.20 CT + 300.00 NPT ± 0.00 CT + 299.80 NPT ± 0.00 CT + 299.80 NPT ± 0.00 CT + 299.80 NPT ± 0.00 CT + 299.80 NPT ± 0.00 CT + 299.80 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 NPT + 0.20 CT + 300.00 CT + 299.80 COTA TOPOGRAFICA \W0.63500; EQUIVALENCIA DE COTA COTA PROYECTO NPT ± 0.00 = NPT + 0.10 CT + 299.90 NPT + 0.25 CT + 300.05 NPT + 0.10 CT + 299.90 5 5 MARKETING MIX A-1 ESC: 1/150 A A E1 NTT +3.50 m. NTT +5.05 m. NTT +4.30 m. NPT -0.55 m. CT +299.15 m. NTT +4.45 m. E1- ELEVACION FRONTAL ESC: 1/150 CORTE A-A ESC: 1/150 NPT – 0.55 CT + 299.15 B D C A E NTT +5.00 m. NTT +4.30 m. NPT+0.20m. CT +300.00 m. NTT +4.71 m. NTT +3.40 m. NPT+0.70m. CT +300.50 m. NTT +3.50 m. NPT -1.20 m. CT +298.50 m. 5 AREA DE TANQUE SEPTICO Y POZO PERCOLADOR CISTERNA 3.6m3 + TANQUE ELEVADO 11OOLT