Sewerage DWG Plan for AutoCAD

Sewerage. Plans and Cuts

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

Colombia pampas district capital, Improvement of the system of, Dist: colonia, Prov. And you, Potable water for sewage, flat:, Dpto. lime, draft:, Location:, April, drawing:, scale:, date:, Nuwoar, Ing. Jose medoza sanchez, Regional infrastructure management, professional, Lamina nº:, Regional government of, lime, Jr. Maria Magdalena, Jr. The Andes, sports field, Crockery, av. Huancarcocha, Jr. progress, San martin street, passage, school, church, Evangelical, municipality, Colony pampa, parade ground, Jr. independence, Jr. Florida, Jr. independence, passage, church, passage, Jr. The Andes, passage, Jr. Florida, Jr. Key, medical post, passage, hotel, school, Int. Viv., passage, Int. Viv., Draw connections, Ml., Jr. Florida, Jr. Maria Magdalena, AC. San Martin, Jr. progress, av. Huancarcocha, Jr. The Andes, AC., Jr. Florida, Jr. Maria Magdalena, San martin street, Jr. progress, av. Huancarcocha, Jr. The Andes, North side of the stadium, East Side, Of the stadium, Longitudinal profile, Quota of, ground, Quota of, background, pending, length, Quota of, ground, Quota of, background, pending, length, Jr. progress, passage, Psj., Ml., Ml., Psj., AC. San Martin, Psj., Jr. Florida, Jr. Indenpendence, Psj., Jr. Maria Magdalena, Jr. The Andes, av. Huancarcocha, Quota of, ground, Quota of, background, pending, length, Street, Jr. Maria Magdalena, AC., Jr. The Andes, Psj., av. Huancarcocha, Street, Quota of, ground, Quota of, background, pending, length, Jr. progress, Quota of, ground, Quota of, background, pending, length, Psj., Jr. Key, Psj., Jr. Maria Magdalena, Jr. The Andes, Psj., av. Huancarcocha, Quota of, ground, Quota of, background, pending, length, Jr. Florida, Jr. Indenpendence, Street, AC., AC. San Martin, Jr. progress, Quota of, ground, Quota of, background, pending, length, Jr. Florida, Jr. Indenpendence, AC., AC. San Martin, Jr. progress, Psj., Jr. Key, Quota of, ground, Quota of, background, pending, length, Jr. Florida, AC., Quota of, ground, Quota of, background, pending, length, Jr. progress, Jr. Independence, Quota of, ground, Quota of, background, pending, length, Jr. Indenpendence, Quota of, ground, Quota of, background, pending, length, Jr. The Andes, av., AC., transmitter, Quota of, ground, Quota of, background, pending, length, Cdesc, To ptar, Cocha, start of, transmitter, plant, to the, Longitudinal profile

Raw text data extracted from CAD file:

CAPITAL DE DISTRITO COLONIA – PAMPAS MEJORAMIENTO E INSTALACION DEL SISTEMA DE DIST.: COLONIA PROV. YAUYOS AGUA POTABLE Y ALCANTARILLADO PARA LA PLANO: DPTO. LIMA PROYECTO: UBICACION: ABRIL 2,008 DIBUJO: ESCALA: FECHA: NUWOAR ING. JOSE MEDOZA SANCHEZ GERENCIA REGIONAL DE INFRAESTRUCTURA PROFESIONAL : LAMINA Nº: GOBIERNO REGIONAL DE LIMA \A1;19.50 m \A1;24.42 m \A1;16.00 m \A1;19.63 m \A1;11.00 m \A1;18.40 m \A1;5.90 m \A1;28.20 m \A1;16.20 m \A1;57.63 m \A1;13.80 m \A1;60.03 m \A1;49.01 m \A1;17.13 m \A1;46.19 m \A1;20.50 m \A1;56.00 m \A1;68.54 m \A1;23.59 m \A1;49.68 m \A1;21.32 m \A1;39.97 m \A1;12.93 m \A1;19.50 m \A1;36.27 m \A1;55.00 m \A1;11.10 m \A1;54.17 m \A1;29.07 m \A1;48.87 m \A1;57.00 m \A1;59.42 m \A1;42.01 m \A1;20.00 m \A1;52.96 m \A1;40.60 m \A1;21.50 m \A1;39.80 m \A1;77.68 m \A1;20.45 m \A1;35.32 m \A1;54.68 m \A1;54.91 m \A1;79.70 m \A1;63.50 m \A1;20.00 m \A1;50.00 m \A1;39.00 m \A1;25.00 m \A1;50.60 m \A1;48.50 m \A1;45.05 m \A1;18.10 m Jr. MARIA MAGDALENA Jr. MARIA MAGDALENA Jr. LOS ANDES Jr. LOS ANDES CAMPO DEPORTIVO LOZA DEPORTIVA Av. HUANCARCOCHA Av. HUANCARCOCHA Jr. PROGRESO Jr. PROGRESO CALLE SAN MARTIN CALLE SAN MARTIN PASAJE 7 PASAJE COLEGIO IGLESIA EVANGELICA MUNICIPALIDAD COLONIA PAMPA PLAZA DE ARMAS Jr. INDEPENDENCIA Jr. LA FLORIDA Jr. INDEPENDENCIA Jr. INDEPENDENCIA PASAJE PASAJE 8 PASAJE PASAJE 10 PASAJE 11 PASAJE 12 PASAJE 13 IGLESIA PASAJE 5 PASAJE 4 Jr. LOS ANDES PASAJE PASAJE 3 PASAJE 2 Jr. LA FLORIDA Jr. CHAVEZ POSTA MEDICA PASAJE 9 HOTEL COLEGIO 20720 403,400 E 403,500 E 403,550 E 403,600 E 403,650 E 403,700 E INT. 3 VIV. INT. 3 VIV. INT. 3 VIV. INT. 4 VIV. INT. 3 VIV. INT. 5 VIV. INT. 3 VIV. INT. 5 VIV. PASAJE 1 INT. 4 VIV. INT. 3 VIV. S= 48 ‰ 3400.000 3398.000 h= 1.20 h= 1.20 3397.460 3396.260 3396.060 h= 1.40 3401.360 3400.160 h= 1.20 3391.120 3389.920 h= 1.20 3389.720 h= 1.40 3392.790 3391.590 h= 1.20 3390.815 h= 1.975 3395.060 3396.260 h= 1.20 3396.860 3395.600 h= 1.20 3395.640 3396.840 h= 1.20 3395.750 3396.950 h= 1.20 3395.050 3396.250 h= 1.20 3396.640 3397.840 h= 1.20 3394.510 3395.710 h= 1.20 3394.740 3393.540 h= 1.20 3391.025 h= 3.715 3396.110 3394.910 h= 1.20 3391.208 h= 4.900 3395.180 3393.760 h= 1.420 3391.540 h= 3.640 3393.170 3391.970 h= 1.20 3396.625 3395.425 h=1.20 3395.260 3394.060 h= 1.20 3394.840 3393.640 h= 1.20 3392.520 3393.810 3392.810 h= 1.00 h= 2.32 3397.106 3395.780 h= 1.326 3395.050 h= 2.106 3396.900 3395.490 h= 1.41 3397.000 3395.740 h= 1.26 3395.860 3397.120 h= 1.26 3396.210 3397.410 h= 1.20 3397.370 3396.170 h= 1.20 3401.250 3398.825 h= 1.20 S= 113.68 ‰ S= 19.90 ‰ S= 53.16 ‰ S= 18.57 ‰ S= 11.86 ‰ S= 12.28 ‰ S= 35.85 ‰ S= 5 ‰ S= 5 ‰ S= 5 ‰ S= 5 ‰ S= 104.3 ‰ S= 24.85 ‰ S= 7.22 ‰ S= 5.03 ‰ S= 20.63 ‰ S= 5.02 ‰ S= 5.09 ‰ S= 5.11 ‰ S= 97.94 ‰ S= 56.48 ‰ S= 17.56 ‰ S=77.10 ‰ S= 15.30 ‰ S= 26.32 ‰ S= 45.36 \U+2030 S= 8.25 ‰ S= 147.70 \U+2030 S= 5 ‰ S= 5.032 ‰ 0+000 8’603,500 N 8’603,600 N 8’603,650 N 8’603,700 N 8’603,750 N 8’603,800 N 403,350 E 403,300 E 403,450 E 403,250 E 403,200 E S= 48 ‰ h= 1.20 3397.280 3396.080 S= 7.00 \U+2030 h= 1.00 3397.268 3396.268 h= 1.40 3395.243 3393.843 S= 7.00 \U+2030 h= 1.00 3395.090 3394.090 S= 113.68 ‰ S= 104.3 ‰ 3393.153 3391.953 h= 1.20 S= 7.00 \U+2030 h= 1.00 3393.090 3392.090 S= 5 ‰ 3391.806 3393.865 h=2.06 S= 7.00 \U+2030 h= 1.00 3392.908 3391.908 3392.180 3393.380 h= 1.20 S= 53.16 ‰ h= 1.00 3393.330 3392.330 S= 7.00\U+2030 TRAZAR CONEXIONES 3394.063 3395.263 h= 1.20 S=77.10 ‰ h= 1.00 3394.146 3394.146 S= 7.00\U+2030 S= 8.25 ‰ 3393.339 3392.139 h= 1.20 S= 7.00 \U+2030 h= 1.00 3393.460 3392.460 3394.957 3393.757 h=1.20 S= 7.22 ‰ h= 1.00 3394.853 3393.853 S= 7.00\U+2030 h= 1.00 3395.438 3394.438 3395.407 3394.207 h= 1.20 24.85 \U+2030 h= 1.00 3395.326 3394.326 h= 1.00 3395.381 3394.381 S= 7.00 \U+2030 7.00 \U+2030 7.00 \U+2030 3395.864 3394.664 h=1.20 S= 7.00 \U+2030 S= 24.85 ‰ h= 1.00 3395.775 3394.775 24.85 \U+2030 3396.138 3394.938 h=1.20 h= 1.00 3396.064 3395.064 S= 7.00 \U+2030 L=59.42 ml. D=160mm L=57.00 ml. D=160mm L=48.87 ml. D=160mm L=29.07 ml. D=160mm L=54.17 ml. D=160mm L=55.00 ml. D=200mm L=36.27 ml. D=160mm L=40.00 ml. D=160mm L=39.80 ml. D=160mm L=19.50 ml. D=160mm L=54.91 ml. D=160mm L=42.01 ml. D=200mm L=20.00 ml. D=200mm L=19.63 ml. D=160mm L=60.03 ml. D=160mm L=52.96 ml. D=200mm L=49.01 ml. D=160mm L=56.00 ml. D=160mm L=40.60 ml. D=160mm L=46.19 ml. D=160mm L=28.20 ml. D=160mm L=57.63 ml. D=160mm L=17.13 ml. D=160mm L=77.68 ml. D=160mm L=21.32 ml. D=160mm L=49.68 ml. D=160mm L=23.59 ml. D=160mm L=68.54 ml. D=160mm L=35.32 ml. D=160mm L=54.68 ml. D=160mm L=60.20 ml. D=160mm L=12.90 ml. D=160mm L=26.80 ml. D=160mm L=35.30 ml. D=160mm L=19.50 ml. D=160mm L=24.42 ml. D=160mm L=19.60 ml. D=160mm L=21.50 ml. D=160mm L=14.50 ml. D=160mm L=11.10 ml. D=160mm L=21.40 ml. D=160mm L=20.45 ml. D=160mm L=11.80 ml. D=160mm L=20.50 ml. D=160mm L=45.90 ml. D=160mm L=16.20 ml. D=160mm L=13.65 ml. D=160mm 5.90 ml. L=17.00 ml. D=160mm 7.80 ml. 8.20 ml. L=15.80 ml. D=160mm L=18.40 ml. D=160mm 11.00 ml. L=18.00 ml. D=160mm 3397.000 3397.000 3396.000 3396.000 3396.000 3395.000 3395.000 3394.000 3394.000 3397.000 3396.000 3396.000 3395.000 3395.000 3394.000 3394.000 3393.000 3400.000 3399.000 3398.000 Bz-2 Bz-1 Bz-3 Bz-5 Bz-6 Bz-7 Bz-8 Bz-9 Bz-4 Bz-10 Bz-11 Bz-13 Bz-12 Bz-14 Bz-16 Bz-15 Bz-17 Bz-18 Bz-19 Bz-20 Bz-22 Bz-21 Bz-23 Bz-24 Bz-25 Bz-26 Bz-27 Bz-28 Bz-29 Bz-30 Bz-32 Bz-31 Bz-34 Bz-33 Bz-38 Bz-35 Bz-36 Bz-37 Bz-39 Bz-40 Bz-41 3395.700 3394.500 h= 1.20 Bz-42 Bz-43 Bz-44 Bz-45 Bz-46 Bz-47 Bz-49 Bz-48 Bz-51 Bz-50 Bz-52 3388 3392 3396 3400 3396 3392 3388 3392 3396 3388 3392 3396 3392 3396 3396 3392 3396 3392 Jr. LA FLORIDA Jr. MARIA MAGDALENA Ca. SAN MARTIN Jr. PROGRESO Av. HUANCARCOCHA Jr. LOS ANDES Ca. S/N – 1 CT=3394.957 CF=3393.757 h=1.20m CT=3393.810 h=1.00m CT=3392.810 CT=3394.840 3393.640 h=1.20m CF=3392.520 h=2.32m CT=3395.864 CF=3394.664 h=1.20m CT=3395.260 CF=3394.060 h=1.20m CT=3395.407 CF=3394.207 h=1.20m CT=3396.138 CF=3394.938 h=1.20m CT=3396.625 CF=3395.425 h=1.20m Bz-19 Bz-20 Bz-41 Bz-39 Bz-38 Bz-30 Bz-52 Bz-34 Bz-32 CT=3391.120 3389.920 h=1.20m CF=3389.720 h=1.40m 104.3‰ CT=3393.153 CF=3391.953 h=1.20m Bz-44 CT=3395.700 CF=3394.500 h=1.20m Bz-42 3388 3392 3396 3400 0+040 0+080 0+120 0+160 0+200 3399.99 3399.03 3398.04 3396.61 3394.39 3392.17 3391.44 3392.05 3392.65 3393.61 3394.68 3395.74 3396.26 3393.17 3393.72 3394.37 3395.02 3395.44 3395.79 3395.98 3394.69 3393.74 3392.79 0+160 0+120 0+080 0+040 0+000 3396 3392 3388 3392 3396 0+000 0+040 0+080 0+120 0+160 0+200 3396.86 3396.38 3396.34 3396.60 3396.86 3396.83 3396.58 3396.34 3397.60 3396.88 3396.17 3395.71 3388 3392 3396 3392 3396 0+000 0+040 0+080 3395.26 3395.23 3395.21 3395.18 3395.62 3396.05 3396.25 3395.71 3394.81 3393.90 3393.27 3393.77 3394.27 3394.77 3397.10 0+120 0+080 0+040 0+000 3396 3392 3397.10 3397.07 3396.90 3396.94 3396.98 3397.06 3397.16 3397.24 3397.33 3397.41 0+160 0+120 0+080 0+040 0+000 3396 3392 3397.10 3396.87 3397.04 3397.20 3397.37 0+040 0+000 3396 3392 Jr. LA FLORIDA Jr. MARIA MAGDALENA CALLE SAN MARTIN JR. PROGRESO AV. HUANCARCOCHA JR. LOS ANDES LADO NORTE DEL ESTADIO LADO ESTE DEL ESTADIO PERFIL LONGITUDINAL 0+000 0+040 0+080 0+120 0+160 0+200 3391.12 3393.21 3395.29 3396.62 3396.12 3395.63 3395.22 3395.08 3394.93 3394.72 3394.36 3394.00 3393.81 0+230.68 0+109.02 0+139.81 0+163.14 0+000 0+229.73 0+212.74 0+177.04 0+077.68 CT=3394.957 CF=3393.757 h=1.20m S= 5.03 ‰ CT=3393.810 h=1.00m CT=3392.810 S= 7.22 ‰ S= 7.22 ‰ 24.85 \U+2030 S= 24.85 ‰ CT=3394.840 3393.640 h=1.20m CF=3392.520 h=2.32m CT=3395.864 CF=3394.664 h=1.20m CT=3395.26 CF=3394.060 h=1.20m CT=3395.407 CF=3394.207 h=1.20m CT=3396.138 CF=3394.938 h=1.20m S= 24.85 ‰ CT=3396.625 CF=3395.425 h=1.20m Bz-19 Bz-20 Bz-41 Bz-39 Bz-38 Bz-30 Bz-52 Bz-34 Bz-32 CT=3391.120 3389.920 h=1.20m CF=3389.720 h=1.40m S= 104.3 ‰ CT=3393.153 CF=3391.953 h=1.20m Bz-44 S= 104.3 ‰ CT=3395.700 CF=3394.500 h=1.20m Bz-42 3391.120 3394.957 3393.810 3394.840 3395.864 3395.260 3396.625 3393.153 3395.700 3396.138 3395.407 3389.720 104.3‰ 24.85‰ 24.85‰ 24.85‰ 24.85‰ 7.22‰ 5.03‰ 7.22‰ COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD 3391.953 3394.500 3395.425 3394.938 3394.664 3394.207 3394.06 3393.757 3393.640 3392.810 3392.520 5 5 5 5 5 5 5 5 5 5 3389.920 COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD 3388 3392 3396 3392 3396 Jr. PROGRESO PASAJE 6 Psj. 8 S= 7.22 ‰ L=13.80 ml. D=160mm 3395.057 3393.857 h= 1.20 h= 1.00 3395.071 3394.071 S= 7.00 \U+2030 L=30.50 ml. D=160mm Bz-41A Bz-40A CT=3395.057 CF=3393.857 h=1.20m Bz-40 7.22‰ 5 3395.057 3393.857 Psj. 9 Ca. SAN MARTÍN Psj. 10 Psj. 11 Psj. 12 Psj. 13 Jr. LA FLORIDA Jr. INDENPENDENCIA Psj. 3 CT=3395.260 CF=3394.060 h=1.20m Bz-39 3395.260 3394.06 5 Bz-6 CT=3396.250 CF=3395.050 h=1.20m Bz-18 26.32‰ 5.00‰ 5 3391.540 3393.760 3395.180 3395.050 3396.250 Jr. MARÍA MAGDALENA Jr. LOS ANDES Av. HUANCARCOCHA COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD Bz-27 5 Bz-22 Bz-3 Calle S/N – 2 CT=3397.106 3395.78 h=1.326m CF=3395.050 h=2.106m CT=3394.840 3393.640 h=1.20m CF=3392.520 h=2.32m Bz-20 3394.840 3393.640 3392.520 CT=3393.339 CF=3392.139 h=1.20m CT=3393.170 CF=3391.970 h=1.20m CT=3395.710 CF=3394.510 h=1.20m Bz-2 5 5 5 3395.050 3395.780 3397.106 3392.139 3391.970 3394.510 3395.710 3393.170 3393.339 45.36‰ 8.25‰ 147.70‰ 8.25‰ Jr. MARÍA MAGDALENA Ca. S/N – 2 Jr. LOS ANDES Psj. 7 Av. HUANCARCOCHA Calle S/N – 1 COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD CT=3397.410 CF=3396.210 h=1.20m CT=3397.120 CF=3395.860 h=1.26m CT=3397.000 CF=3395.740 h=1.26m Bz-23 CT=3396.900 CF=3395.490 h=1.41m Bz-27 CT=3397.106 3395.78 h=1.326m CF=3395.050 h=2.106m 3395.050 3395.780 3397.106 Bz-24 Bz-25 Bz-26 5.09‰ 5.11‰ 20.63‰ 5.032‰ 5 5 5 5 3396.210 3395.860 3395.740 3396.490 3397.900 3397.000 3397.120 3397.410 Jr. PROGRESO 48.00‰ 19.90‰ 113.68‰ 53.16‰ CT=3400.000 CF=3398.000 h=1.20m CT=3397.280 CF=3396.080 h=1.20m CT=3395.243 CF=3393.843 h=1.40m CT=3397.460 3396.260 h=1.20m CF=3396.060 h=1.40m Bz-52 CT=3391.120 3389.920 h=1.20m CF=3389.720 h=1.40m 3391.120 3389.720 3389.920 CT=3392.790 3391.590 h=1.20m CF=3390.815 h=1.975m CT=3393.380 CF=3392.180 h=1.20m CT=3396.260 CF=3395.060 h=1.20m COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD Bz-51 Bz-49 Bz-47 Bz-45 Bz-9 Bz-13 Bz-11 3400.000 3397.280 3397.460 3395.243 3392.790 3393.380 3396.260 3395.060 3392.180 3390.815 3391.590 3393.843 3396.260 3396.060 3396.080 3398.000 48.00‰ 113.68‰ 53.16‰ 5 5 5 5 5 5 5 Psj. 1 Jr. CHAVEZ Psj. 2 Jr. MARÍA MAGDALENA Jr. LOS ANDES Psj. 4 Av. HUANCARCOCHA COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD 18.57‰ 12.28‰ 35.85‰ CT=3396.860 CF=3395.600 h=1.20m CT=3396.260 CF=3395.060 h=1.20m CT=3396.840 CF=3395.640 h=1.20m CT=3396.950 CF=3395.750 h=1.20m CT=3396.250 CF=3395.050 h=1.20m CT=3397.840 CF=3396.640 h=1.20m CT=3396.710 CF=3394.510 h=1.20m Bz-10 Bz-11 Bz-14 Bz-17 Bz-2 Bz-18 Bz-1 3395.600 3395.060 3395.640 3395.750 3395.050 3396.640 3394.510 3396.860 3396.260 3396.840 3396.950 3396.250 3397.840 3396.710 11.86‰ 5 5 5 5 Jr. LA FLORIDA Jr. INDENPENDENCIA Calle S/N – 3 Ca. S/N – 2 Ca. SAN MARTÍN Jr. PROGRESO COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD CT=3392.790 3391.590 h=1.20m CF=3390.815 h=1.975m Bz-9 3392.790 3390.815 3391.590 CT=3394.740 3393.54 h=1.20m CF=3391.025 h=3.715m CT=3396.110 3394.910 h=1.20m CF=3391.208 h=4.90m CT=3393.865 CF=3391.806 h=2.06m CT=3395.180 3393.760 h=1.42m CF=3391.540 h=3.64m Bz-6 3391.540 3393.760 3395.180 CT=3393.170 CF=3391.970 h=1.20m 3391.970 3393.170 Bz-3 Bz-8 Bz-7 Bz-5 6.38‰ 5 5 5 5 5 6.38‰ 6.38‰ 6.38‰ 6.38‰ CT=3395.180 3393.760 h=1.42m CF=3391.540 h=3.64m Jr. LA FLORIDA Jr. INDENPENDENCIA Ca. S/N – 2 Ca. SAN MARTÍN Jr. PROGRESO Psj. 6 3396 3400 Jr. CHAVEZ CT=3397.460 3396.260 h=1.20m CF=3396.060 h=1.40m COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD Bz-49 3397.460 3396.260 3396.060 Jr. LA FLORIDA Bz-48 CT=3401.360 CF=3400.160 h=1.20m 97.99‰ 5 3401.360 3400.160 3396 Ca. S/N – 2 COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD CT=3397.370 CF=3396.170 h=1.20m Bz-23 Bz-27 CT=3397.106 3395.78 h=1.326m CF=3395.050 h=2.106m 3395.050 3395.780 3397.106 5.02‰ 5 3396.170 3397.370 Jr. PROGRESO 3392 3396 Jr. INEDEPENDENCIA COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD CT=3396.840 CF=3395.640 h=1.20m Bz-14 3395.640 3396.840 Jr. INDENPENDENCIA CT=3395.263 CF=3394.063 h=1.20m CT=3394.740 3393.54 h=1.20m CF=3391.025 h=3.715m Bz-8 Bz-16 CT=3395.700 CF=3394.500 h=1.20m Bz-42 3395.700 3394.500 3391.025 3393.54 3394.740 3396.110 3391.208 3394.910 3391.806 3393.865 3391.025 3393.54 3394.740 17.56‰ 77.10‰ 77.10‰ 5 5 5 3392 COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD 15.30‰ CT=3396.950 CF=3395.750 h=1.20m Bz-17 3395.750 3396.950 5 Jr. LOS ANDES Av. HUANCAR- CT=3396.110 3394.910 h=1.20m CF=3391.208 h=4.90m Bz-7 3396.110 3391.208 3394.910 Ca. S/N – 3 3388 3392 EMISOR Bz-52 CT=3391.120 3389.920 h=1.20m CF=3389.720 h=1.40m 3391.120 3389.720 3389.920 COTA DE TERRENO COTA DE FONDO PENDIENTE LONGITUD 3384 3380 3376 3372 3368 3364 3360 CT=3386.624 CF=3385.424 h=1.20m CT=3380.195 CF=3378.995 h=1.20m CT=3378.751 CF=3377.551 h=1.20m CT=3374.191 CF=3372.991 h=1.20m CT=3373.124 CF=3371.924 h=1.20m CT=3370.942 CF=3369.742 h=1.20m CT=3366.937 CF=3365.737 h=1.20m CT=3365.118 CF=3363.918 h=1.20m CT=3363.780 CF=3362.580 h=1.20m CT = 3363.448 Cdesc = 3362.248 Bz-53 Bz-54 Bz-55 Bz-56 Bz-57 Bz-58 Bz-59 Bz-60 Bz-61 PTAR 3386.624 3385.424 3380.195 3378.995 3378.751 3377.551 3374.191 3372.991 3373.124 3371.924 3370.942 3369.742 3366.937 3365.737 3365.118 3363.918 3363.780 3362.580 3363.448 3362.248 Cdesc= 53.90‰ 101.95‰ 72.20‰ 91.20‰ 27.36‰ 87.28‰ 79.26‰ 37.51‰ 29.73‰ 18.34‰ 5 5 5 5 5 5 5 5 5 5 COCHA INICIO DEL EMISOR PLANTA HACIA LA PERFIL LONGITUDINAL PERFIL LONGITUDINAL