Plant Wastewater Treatment Plants DWG Detail for AutoCAD

Plants; cuts; details and everything related to proper use

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

Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, N.m., variable, Technical specifications, Reinforced concrete, On the bottom slab, In walls, In beams, Simple concrete, Sole, reinforcing steel, Degree fy, Bearing force, Least tt, Coatings, In bottom slab cm, In foundations cm, In walls, In beams slabs: cm, Plasters, Indoors with waterproofing, Outdoors, Wastewater treatment plant: imhoff tank, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, legend, symbol, description, Reinforced concrete, Concrete for flooring, natural terrain, Cntt, Finished ground level quota, Cna, Level of water level, Cnifb, Level of entrance biological filter, Cnsfb, Level of biological filter output level, Technical specifications, The inner surfaces of the walls of the bottom slabs shall be sanded with cement mixture: cm-thick sand of scratched finish., After hours afterwards with a blend of thick polished finish., In both will use similar additive in proportion according to the specifications of the manufacturer., concrete:, in general, Sole, cement:, Portland type, steel:, Wastewater treatment plant: biological filter, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, Technical specifications, Reinforced concrete, On the bottom slab, In walls, In beams, Simple concrete, Sole, reinforcing steel, Degree fy, Bearing force, Least tt, Coatings, In bottom slab cm, In foundations cm, In walls, In beams slabs: cm, Plasters, Indoors with waterproofing, Outdoors, Wastewater treatment plant: chamber of bars, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, legend, symbol, description, Reinforced concrete, Concrete for flooring, natural terrain, Technical specifications, concrete:, in general, Sole, cement:, Portland type, steel:, covering:, On the bottom slab, In foundations, In walls, In solid slabs, Plasters, Indoors with waterproofing, In exteriors with simple mortar, Free edge, Settler, Sedim background., Neutral zone, Sludges, Digester bottom, Free edge, Settler, Sedim background., Neutral zone, Sludges, Digester bottom, Sewage treatment plant: drying bed, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, Avenue colon, Avenue colon, Sanchez carrion street, cemetery, municipality, Sarin river, soccer field, sports field, Sarin river, bus station, school, Police station, post, Pregnant mothers, Paderones, ranch, Paderones, Avenue colon, Plantation of limes, Courts, Paderones, Semi-hard, Area hect., bridge, Avenue colon, Sarin river, Plantations, Ground treatment plant, area, city Hall, municipal market, Kinder garden, Distribution line, Juan, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, young village, Sarin, Ticapampa, Avenue colon, Sanchez carrion street, cemetery, municipality, Sarin river, sports field, Sarin river, bus station, school, Police station, post, Pregnant mothers, Paderones, ranch, Paderones, Plantation of limes, Courts, Paderones, Semi-hard, Area hect., bridge, Avenue colon, Sarin river, Plantations, Ground treatment plant, area, city Hall, municipal market, Kinder garden, Avenue colon, soccer field, main Street, Street, main Street, Street, main Street, Street, Sanchez carrion street, Street, main Street, Treatment plant sector ticapampa, start, start, start, start, start, start, start, start, start, B.e, The long Is more than should put a mailbox on the but does not meet in the design so it is not placed, Delete mailbox, Change of pipe for having deleted mailboxes, Delete mailbox, Change of pipe for having deleted mailboxes, Change of piping for having removed a mailbox, Delete mailbox, scale:, Type card, Bottom flange, Bolts, flange, upright, Bolts, Type card, Diagonals, upright, Bottom flange, scale:, Type card, Bolts, Board type wood on both sides, Upper flange, Bottom flange, Bolts, Type card, Board type wood on both sides, diagonal, upright, Diagonals, Bottom flange, Bolts, Board type wood on both sides, upright, Upper flange, diagonal, Bolts, Board type wood on both sides, Multiplate frieze, scale:, Pipe mm, Of pipe, Spatter, Intake tube mm, Of the pipe, Concrete crosshead, polished concrete, Rubbed with, Of the spatter, Esc., Of pipe, Spatter, Esc., tube, Spatter, Esc., Beam, Letter p

Raw text data extracted from CAD file:

DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR \A1;3.9977m N.M. 0.15 0.20 0.20 0.20 0.15 4.70 4.70 0.20 2.68 0.20 2.62 0.20 2.62 0.20 2.68 0.20 0.15 11.30 0.15 11.60 0.15 2.15 0.10 0.50 0.10 1.85 0.20 0.20 0.20 1.85 0.10 0.50 0.10 2.15 0.15 0.15 10.00 0.15 10.30 0,25 0,5 0,25 0,075 0,5 0,55 0,1 0,2 0,2 0,2 0,1 0,6 0,075 0,5 0,05 0,25 0,1 0,1 0,8 0,08 0,2 0,08 0,23 0,23 0,35 0,23 0,8 0,23 0,3 0,2 0,3 0,8 0,8 0,8 0,5 0,5 0.3 0.2 0.3 0.8 0.15 1.38 1.52 0.17 0.15 0.18 0.5 0.15 2.38 0,15 0,2 0,2 0,2 0.15 variable 0,3 0,1 0,2 0,2 0,2 0,1 0,2 0,3 0,1 0.1 ESPECIFICACIONES TECNICAS CONCRETO ARMADO En losa de fondo f´c = 245 kg/cm² En muros f´c = 245 kg/cm² En vigas f´c = 210g/cm² CONCRETO SIMPLE Solado e = 4" , 1:12 (suelo malo) ACERO DE REFUERZO Grado 60, fy = 4200 kg/cm² ESFUERZO PORTANTE DEL TERRENO Minimo Tt = 1.50 kg/cm² RECUBRIMIENTOS En losa de fondo R = 7.50 cm En Cimientos R = 7.50 cm En muros R = 5.00cm En Losas macisas, columnas, vigas: R = 3.0 cm REVOQUES En interiores con Impermeabilizante 1:2 En exteriores solaqueado 0,08 0,07 0,35 0,2 0,1 0,15 0,05 0,3 0,01 0,01 0.18 0.15 0.17 0.3 0.2 0.3 0.18 0.15 0.17 0.5 0.8 0.5 4.43 10.65 4.42 4.43 4.42 0.25 1.12 0.15 1.53 3.33 0.90 0.90 0.90 0.90 0.90 1.35 1.18 1.63 1.63 1.35 1.18 1.28 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.28 0.18 0.15 0.17 2.15 0.35 1.93 0.30 0.20 0.30 1.92 0.35 2.15 0.18 0.15 0.17 0.50 4.43 0.80 4.42 0.50 10.65 0.50 2.50 2.50 0.15 0.20 0.12 0.18 0.38 0.20 0.05 0.25 0.50 0.50 0.80 0.15 1.53 1.00 0.80 4.90 1.57 0,25 0,1 0,15 0,375 0,05 0,375 0,51 1,01 0,51 1,01 2.31 1.15 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES: TANQUE IMHOFF TI-01 PLANO: LAMINA: ESCALA: DISTRITO: PROVINCIA: DEPARTAMENTO: SANCHEZ CARRION LA LIBERTAD SARIN INDICADA A1 LEYENDA SIMBOLO DESCRIPCION CONCRETO ARMADO F'C= 245KF/CM² CONCRETO PARA SOLADO F'C=100KG/CM² TERRENO NATURAL CNTT COTA DE NIVEL DE TERRENO TERMINADO CNA COTA DE NIVEL DE AGUA CNIFB COTA DE NIVEL DE INGRESO A FILTRO BIOLOGICO CNSFB COTA DE NIVEL DE SALIDA DE FILTRO BIOLOGICO ESPECIFICACIONES TECNICAS 1.- LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO:ARENA DE 1.5 cm DE ESPESOR Y ACABADO RAYADO. 2.- PASADA LAS 4 HORAS DESPUES CON MEZCLA 1:3 DE 5mm DE ESPESOR Y ACABADO PULIDO. 3.- EN AMBOS SE UTILIZARA ADITIVO IMPERMEABILIZANTE-SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE. CONCRETO: EN GENERAL F'C=245KG/CM² SOLADO: F'C=100KG/CM² CEMENTO: PORTLAND TIPO I ACERO: F'Y= 4200KG/CM² A1 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES: FILTRO BIOLOGICO FB-01 PLANO: LAMINA: ESCALA: DISTRITO: PROVINCIA: DEPARTAMENTO: SANCHEZ CARRION LA LIBERTAD SARIN INDICADA ESPECIFICACIONES TECNICAS CONCRETO ARMADO En losa de fondo f´c = 245 kg/cm² En muros f´c = 245 kg/cm² En vigas f´c = 210g/cm² CONCRETO SIMPLE Solado e = 4" , 1:12 (suelo malo) ACERO DE REFUERZO Grado 60, fy = 4200 kg/cm² ESFUERZO PORTANTE DEL TERRENO Minimo Tt = 1.50 kg/cm² RECUBRIMIENTOS En losa de fondo R = 7.50 cm En Cimientos R = 7.50 cm En muros R = 5.00cm En Losas macisas, columnas, vigas: R = 3.0 cm REVOQUES En interiores con Impermeabilizante 1:2 En exteriores solaqueado A1 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES: CAMARA DE REJAS CR-01 PLANO: LAMINA: ESCALA: DISTRITO: PROVINCIA: DEPARTAMENTO: SANCHEZ CARRION LA LIBERTAD SARIN INDICADA A1 LEYENDA SIMBOLO DESCRIPCION CONCRETO ARMADO F'C= 245KF/CM² CONCRETO PARA SOLADO F'C=100KG/CM² TERRENO NATURAL ESPECIFICACIONES TECNICAS CONCRETO: EN GENERAL F'C=245KG/CM² SOLADO F'C=100KG/CM² CEMENTO: PORTLAND TIPO I ACERO: F'Y= 4200KG/CM² RECUBRIMIENTO: EN LOSA DE FONDO R=7.5cm EN CIMIENTOS R=7.5cm EN MUROS R=5.0cm EN LOSAS MACIZAS R=3.0cm REVOQUES: EN INTERIORES CON IMPERMEABILIZANTE 1:3 EN EXTERIORES SOLAQUEADO CON MORTERO SIMPLE 1:4 0.2 0.1 0,1 0,24 0,34 0,07 0.14 0.85 0.1 0,3 0,1 0,1 0,5 0,32 0,24 0,26 1.20 0.80 0.30 3.85 0.20 0.20 0.20 0.20 0.20 0.20 3.85 0.13 0.13 0.13 0.20 4.20 0.20 0.80 0.20 0.20 0.20 0.26 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.26 0.20 0.20 0.20 0.20 1.20 0.15 0.50 0.15 1.20 0.20 0.20 0.20 0.20 0.40 0.16 0.40 0.16 0.40 0.16 0.40 0.16 0.40 0.16 0.40 0.20 0.20 0.20 4.20 0.20 0.80 0.20 0.20 0.20 1.20 0.15 0.50 0.15 1.20 0.20 0.20 4.00 .14 .16 0.50 0.20 1.20 0.80 0.30 0.34 4.05 0.30 0.10 0.25 2.60 0.20 0.20 4.15 1.95 0.20 .85 0.10 0.95 0.10 0.80 0.20 0.80 0.20 0.20 0.20 4.05 4.00 0.20 0.20 0.80 0.20 4.60 1.00 0,2 0,2 0,2 0,1 0.13 0.13 0,16 0.25 0.25 0,16 0,16 0,2 0,16 0,16 0.4 1.4 0,1 0,3 2.31 0.20 0.20 6.00 6.00 0.80 0.20 1.00 6.00 0.20 0.20 6.00 4.00 0.60 0.60 0.20 .85 0.10 3.20 4.05 0.20 3.20 0.20 3.85 0.20 0.20 4.20 0.20 0.80 1.00 0.80 0.20 0.20 4.20 0.20 0.80 0.20 5.60 120,00° 0,2 0,15 0,2 0,1 0,2 0,35 0,1 0,15 0,15 0,3 0,1 0,1 0,15 0,15 1.50 0.30 0.40 1.50 0.30 0.20 0.40 7.50 0.30 0.20 0.40 7.50 0.90 9.30 0.40 0.20 4.40 0.20 0.40 0.30 1.50 0.90 6.20 0.20 1.00 0.20 1.40 1.50 1.00 1.00 0.30 0.20 0.40 0.90 0.15 0.70 0.15 0.10 0.70 0.15 0.10 0.15 0.10 0.20 0.90 0.30 2.1 6.2 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 0,3 0,6 0,3 1.20 0.50 BORDE LIBRE SEDIMENTADOR FONDO DE SEDIM. ZONA NEUTRA LODOS FONDO DIGESTOR 0.30 1.50 0.60 0.50 2.00 1.27 0.10 0.15 0.80 0.87 0.40 0.50 2.11 0.18 2.11 0.50 0.40 0.90 4.40 0.90 6.20 1.87 0.80 0.15 2.08 0.30 0.10 5.30 0.40 0.40 0.40 0.50 4.40 0.50 0.40 6.20 0.30 1.95 0.65 2.00 0.30 0.10 0.87 0.30 0.87 4.90 1.57 6.47 BORDE LIBRE SEDIMENTADOR FONDO DE SEDIM. ZONA NEUTRA LODOS FONDO DIGESTOR 0.40 0.20 0.30 7.50 0.30 0.20 0.40 0.90 7.50 0.90 9.30 1.00 0.30 1.50 1.10 2.00 0.30 0.10 0.87 0.30 2.50 2.40 1.57 6.47 0.35 0.15 0.15 0.15 1.00 0.70 0.40 2.00 0.30 0.10 1.17 6.47 0.40 0.50 3.45 0.57 3.48 0.50 0.40 0.90 7.50 0.90 9.30 0.20 8.10 0.20 8.10 0.60 0.40 0.20 5.00 0.20 0.60 5.00 6.20 0.6 1.10 2.31 0.40 0.40 0.20 0.30 1.50 0.20 1.00 0.20 1.50 0.30 0.20 30º 50° 0.60 0.60 1.00 1.00 1.00 0.40 0.40 0.60 9.30 0.40 0.60 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES: LECHO DE SECADO LS-01 A1 PLANO: LAMINA: ESCALA: DISTRITO: PROVINCIA: DEPARTAMENTO: SANCHEZ CARRION LA LIBERTAD SARIN INDICADA 0.65 0.15 0.15 0.6 0.3 0.81 0,2 0,15 0,08 0,1 0.35 0.15 0.15 0.15 0.6 0.3 0.35 0.15 0.15 0.15 0.6 0.3 0,3 0.15 1 0.15 1 0.15 0.4 1.2 0.4 0.15 1.05 0.23 0.35 0.15 2.3 2.3 1.78 6.38 0.15 1 0.15 1.55 0.7 0.5 1.6 0.23 1.15 2.7 2.03 0.5 0.4 0.15 0.6 0.15 0.3 0.6 0.15 0.3 0.75 0.15 1 0.15 1 0.15 0.4 0.5 0.2 0.3 0.2 0.4 1.2 0.23 0.35 0.15 1.3 1.15 1.73 1.47 0.23 0.5 0.15 0.56 0.2 0.15 0.1 0.2 0.15 0.1 .02 .03 0.2 0.1 .02 0.15 .12 0.2 0.75 0.1 0.15 0.15 0.15 0.6 0.3 0.15 0.15 0.4 0.15 0.23 0.15 0.45 0.15 1.15 0.3 0.6 0.15 0.15 0.4 0.15 0.3 0,4 0,3 0,02 0,15 0,36 1.15 0.5 60.0° \A1;70.1751m \A1;61.0000m \A1;71.0791m \A1;52.9991m \A1;46.0238m \A1;20.0000m \A1;61.0000m \A1;77.5695m \A1;79.0384m \A1;68.2708m \A1;57.0592m \A1;41.9895m \A1;60.0000m \A1;73.0000m \A1;66.8698m \A1;60.0000m \A1;48.0000m \A1;43.4689m \A1;28.0874m \A1;54.0000m \A1;50.0000m \A1;60.0000m \A1;68.1324m \A1;70.1030m \A1;49.1892m \A1;40.0003m \A1;71.8000m \A1;40.0000m \A1;49.2797m 1.20 0.80 0.30 3.85 0.20 0.20 0.20 0.20 0.20 0.20 3.85 0.20 4.20 0.20 0.80 0.20 0.20 0.20 0.26 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.20 0.16 0.26 0.20 0.20 0.20 0.20 1.20 0.15 0.50 0.15 1.20 0.20 0.20 0.90 0.90 0.90 0.90 0.90 1.35 1.18 1.63 1.63 1.35 1.18 1.28 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.28 0.18 0.15 0.17 2.15 0.35 1.93 0.30 0.20 0.30 1.92 0.35 2.15 0.18 0.15 0.17 0.50 4.43 0.80 4.42 0.50 0.50 2.50 2.50 0.15 0.20 0.12 0.18 0.38 0.20 0.05 0.25 0.50 0.50 0.80 0.15 1.52 1.00 0.80 4.90 1.57 \A1;3.9977m 0.20 0.20 6.00 6.00 0.80 0.20 1.00 3.20 4.05 9,22 4,61 AVENIDA COLON 1 2 AVENIDA COLON AVENIDA COLON AVENIDA COLON CALLE SANCHEZ CARRION CEMENTERIO MUNICIPALIDAD RIO SARIN 1 2 3 1 2 3 4 1 2 3 1 3 4 2 5 6 1 2 1 2 3 4 5 1 2 3 1 2 1 2 1 2 3 4 5 1 2 3 4 5 6 7 8 9 CANCHA DE FUTBOL CAMPO DEPORTIVO RIO SARIN TERMINAL TERRESTRE COLEGIO COMISARIA POSTA MADRES GESTANTES PADERONES CHACRA PADERONES AVENIDA COLON PLANTACION DE LIMAS 7 6 5 4 3 2 13 12 10 9 11 CANCHAS PADERONES SEMBRIOS AREA = 0.945 HECT. 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 5 6 1 2 3 4 6 PUENTE PUENTE AVENIDA COLON AVENIDA COLON AVENIDA COLON RIO SARIN RIO SARIN RIO SARIN PLANTACIONES PLANTACIONES TERRENO PLANTA DE TRATAMIENTO AREA = 9,449 M2 PALACIO MUNICIPAL MERCADO MUNICIPÀL JARDIN DE NIÑOS 1 2 3 4 5 6 7 1 2 3 4 5 4 3 2 1 1 2 3 1 2 3 4 5 6 7 9 8 16 15 17 14 13 12 11 3 1 4 2 3 7 6 5 4 3 2 1 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 Mz-A1 Mz-B1 Mz-C1 Mz-D1 Mz-E1 Mz-H1 Mz-G1 Mz-I1 Mz-K1 Mz-L1 Mz-M1 Mz-N1 3 4 1 2 3 1 2 3 4 5 7 6 1 3 4 5 2 6 8 Mz-A3 1 4 2 3 2 1 3 4 6 7 5 5 6 1 5 2 3 4 1 2 3 4 5 6 7 5 1 2 3 4 4 3 2 1 4 1 1 1 1 2 3 1 2 3 4 5 6 7 Mz-F1 1 Mz-B2 Mz-E2 Mz-A2 Mz-D2 Mz-F2 Mz-C2 Mz-L2 Mz-J2 Mz-K2 1 2 3 4 5 6 7 8 Mz-Ñ1 5 1 3 4 2 5 2 3 Mz-H2 Mz-G2 Mz-B3 Mz-D3 Mz-E3 Mz-F3 Mz-G3 Mz-I3 Mz-H3 Mz-K3 Mz-M3 Mz-J3 Mz-C3 Mz-I2 1 14 15 2 3 4 Mz-L3 10 6 7 6 01 02 03 5 Mz-J1 8 8 16 1 3 4 6 5 1 2 7 9 8 9 49 62 53 83 4 9 3 5 6 1 3 2 LINEA DE DISTRIBUCION 2872 2874 2876 2878 2880 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 2906 2908 2910 2912 2914 2916 2918 2920 2922 2924 2926 2928 2930 2932 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2960 2962 2964 2966 2968 2970 2972 2974 2976 2978 2980 2982 2984 2986 2988 2990 2992 2994 2996 2998 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 2870.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 3016.18 3013.79 3014.13 3014.32 3011.87 3007.72 3002.98 2999.59 2996.69 2991.75 2981.98 2974.69 2969.97 2966.71 2964.30 2962.64 2960.94 2958.63 2956.02 2948.27 2940.03 2932.18 2924.39 2915.49 2906.26 2897.20 2889.80 2882.80 2875.00 juan PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 1.811333376189485E+005 9.124556054532675E+006 2870.000000000000 0.000000000000000 556.0461167384480 LEFT PEGLT PEGRT PDGL PDGR PUEBLO JOVEN SARIN TICAPAMPA 2 3 4 5 6 2 3 4 3 2 2 3 4 5 6 7 9 8 16 15 14 13 12 11 4 2 3 7 6 5 4 3 2 5 6 2 3 4 5 6 7 8 9 10 11 12 3 4 2 3 2 3 4 5 6 3 5 8 6 2 3 2 4 7 6 4 2 3 2 3 4 5 6 2 3 4 2 3 4 5 6 2 3 4 5 6 7 8 6 3 2 4 2 3 4 10 5 7 5 2 4 7 2 4 7 3 3 4 5 8 4 5 2 8 6 5 7 8 7 2 3 7 2 3 4 5 6 7 AVENIDA COLON CALLE SANCHEZ CARRION CEMENTERIO MUNICIPALIDAD RIO SARIN CAMPO DEPORTIVO RIO SARIN TERMINAL TERRESTRE COLEGIO COMISARIA POSTA MADRES GESTANTES PADERONES CHACRA PADERONES PLANTACION DE LIMAS CANCHAS PADERONES SEMBRIOS AREA = 0.945 HECT. PUENTE PUENTE AVENIDA COLON RIO SARIN RIO SARIN RIO SARIN PLANTACIONES PLANTACIONES TERRENO PLANTA DE TRATAMIENTO AREA = 9,449 M2 PALACIO MUNICIPAL MERCADO MUNICIPAL JARDIN DE NIÑOS AVENIDA COLON AVENIDA COLON AVENIDA COLON AVENIDA COLON CANCHA DE FUTBOL Mz-A1 Mz-B1 Mz-C1 Mz-D1 Mz-E1 Mz-F1 Mz-G1 Mz-H1 Mz-I1 Mz-J1 Mz-K1 Mz-L1 Mz-M1 Mz-N1 Mz-O1 Mz-P1 Mz-Q1 Mz-R1 Mz-S1 Mz-A2 Mz-B2 Mz-C2 Mz-E2 Mz-D2 Mz-F2 Mz-G2 Mz-H2 Mz-I2 Mz-N2 Mz-J2 Mz-K2 Mz-M2 Mz-A3 Mz-B3 Mz-C3 Mz-D3 Mz-E3 Mz-N3 Mz-G3 Mz-F3 Mz-H3 Mz-I3 Mz-J3 Mz-K3 Mz-M3 Mz-L3 2 3 2 3 4 1 6 5 2 3 2 3 4 1 2 3 3 4 2 5 6 2 2 3 4 5 2 3 2 3 4 5 4 5 6 1 1 1 1 2 3 1 1 1 1 2 1 2 1 1 2 3 4 5 6 7 8 9 1 1 2 3 4 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 1 1 1 1 2 3 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 Mz-L2 AVENIDA PRINCIPAL 01 CALLE 03 CALLE 02 CALLE 04 CALLE 05 CALLE 06 CALLE 07 CALLE 11 CALLE 10 CALLE 12 CALLE 08 CALLE 09 AVENIDA PRINCIPAL 01 AVENIDA PRINCIPAL 01 CALLE 13 CALLE 14 CALLE 15 CALLE 15 CALLE 15 AVENIDA PRINCIPAL 01 CALLE 16 CALLE 17 CALLE 17 CALLE 18 CALLE SANCHEZ CARRION CALLE 18 CALLE 19 CALLE 19 CALLE 21 CALLE 22 AVENIDA PRINCIPAL 01 AVENIDA PRINCIPAL 01 PLANTA DE TRATAMIENTO SECTOR TICAPAMPA C.F.=-0.90m INICIO C.F.= -1.00m Ø 8" Ø 8" C.F.= -1.10m Ø 8" C.F.= - 1.30m Ø 8" Ø 8" C.F.= -1.10m Ø 6" C.F.= - 1.15m Ø 6" C.F.= - 1.10m Ø 6" C.F.= - 1.00m Ø 6" INICIO C.F.= - 1.60m Ø 8" C.F.= - 1.10m C.F.= - 1.80m Ø 8" C.F.= - 1.00m Ø 6" Ø 6" CF= - 1.10m Ø 6" C.F.= - 1.10m Ø 6" C.F.= - 1.00m Ø 6" C.F.= -1.00m Ø 6" INICIO C.F.= - 1.00m Ø 6" INICIO C.F.= - 1.10m Ø 6" C.F.= - 1.40m Ø 6" Ø 6" C.F.= - 0.80m Ø 6" INICIO C.F.= - 1.20m Ø 6" Ø 6" C.F.=1.80m Ø 8" INICIO C.F.= - 1.80m Ø 8" C.F.= - 1.80m Ø 8" INICIO C.F.= - 0.70m Ø 6" Ø 6" C.F.= - 1.20m Ø 8" C.F.= -1.40m C.F.= - 1.35m Ø 8 C.F.= - 1.40m Ø 8" Ø 6" C.F.=-1.40m C.F.= - 1.30m Ø 6" C.F.=1.20m Ø 6" C.F.=1.60m Ø 8" C.F.= - 1.50m Ø 8" C.F.= - 1.30m Ø 8" C.F.= - 1.50m Ø 8" C.F.= - 1.50m Ø 6" C.F.=1.20m Ø 8" C.F.= - 1.40m Ø 8" C.F.= - 1.20m Ø 8" C.F.= - 1.40m Ø 8" C.F.= - 1.20m Ø 6" C.F.= - 1.40m Ø 6" C.F.= - 2.90m Ø 6" INICIO C.F.= - 1.20m Ø 6" C.F.=1.20m Ø 6" C.F.= - 1.40m Ø 6" C.F.=1.30m C.F.= - 1.40m Ø 6" Ø 6" C.F.=1.30m Ø 8" C.F.=1.40m Ø 6" C.F.=1.30m Ø 8" Ø 8" C.F.=1.20m C.F.=2.00m Ø 8" C.F.=1.30m Ø 8" Ø 8" Ø 6" C.F.=1.20m C.F.=1.60m C.F.=1.25m Ø 6" Ø 6" Ø 8" C.F.=1.20m Ø 6" C.F.=1.40m Ø 6" C.F.=1.10m Ø 6" C.F.=1.00m Ø 6" C.F.=1.15m Ø 6" C.F.=1.20m Ø 6" Ø 6" C.F.=1.25m Ø 8" Ø 6" C.F.=1.00m Ø 8" Ø 8" Ø 8" C.F.=1.20m Ø 8" C.F.=1.10m Ø 8" Ø 6" C.F.=1.20m Ø 6" C.F.=1.20m Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" C.F.=1.10m Ø 6" Ø 6" Ø 6" C.F.= - 1.80m C.F.= - 1.10m C.F.= - 1.30m C.F.= - 1.40m C.F.= - 1.20m INICIO C.F.= - 1.30m Ø 8" Ø 6" Ø 6" Ø 6" Ø 6" BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 B.E C=2768.51 B.E C=2766.17 B.E C=2771.00 B.E C=2760.06 B.E C=2775.76 B.E C=2769.93 B.E C=2775.43 B.E C=2779.36 B.E C=2779.77 B.E C=2789.49 B.E C=2782.26 B.E C=2765.95 B.E C=2788.51 B.E C=2762.44 B.E C=2758.36 B.E C=2773.62 B.E C=2772.00 B.E C=2774.39 B.E C=2783.36 B.E C=2775.09 B.E C=2795.00 B.E C=2784.07 B.E C=2797.69 B.E C=2798.60 B.E C=2816.00 B.E C=2814.99 B.E C=2811.00 B.E C=2821.92 B.E C=2819.00 B.E C=2828.21 B.E C=2824.00 B.E C=2819.18 B.E C=2827.62 B.E C=2838.62 B.E C=2822.86 B.E C=2844.00 B.E C=2839.49 B.E C=2847.72 B.E C=2835.12 B.E C=2826.93 B.E C=2833.76 B.E C=2824.36 B.E C=2828.82 B.E C=2829.09 B.E C=2839.00 B.E C=2844.06 B.E C=2847.23 B.E C=2844.00 B.E C=2828.78 B.E C=2825.56 B.E C=2825.86 B.E C=2832.00 B.E C=2840.78 B.E C=2850.00 B.E C=2857.50 B.E C=2860.37 B.E C=2855.57 B.E C=2861.36 B.E C=2850.70 B.E C=2843.55 B.E C=2826.00 B.E C=2826.00 B.E C=2825.74 B.E C=2829.00 B.E C=2831.00 B.E C=2836.00 B.E C=2838.95 B.E C=2844.69 B.E C=2858.00 B.E C=2831.45 B.E C=2828.99 B.E C=2825.00 B.E C=2827.00 B.E C=2829.00 B.E C=2824.36 B.E C=2823.82 B.E C=2822.55 B.E C=2825.00 B.E C=2840.94 B.E C=2764.18 E1-III E2-III E3-III E6-III E7-III E8-III E9-III E17-III E16-III E15-III E14-III E13-III E12-III E11-III E10-III E18-III E19-III E25-III E20-III E21-III E24-III E22-III E23-III E1-II E5-II E9-II E2-II E8-II E7-II E6-II E12-II E11-II E10-II E4-II E3-II E13-II E14-II E15-II E16-II E18-II E17-II E19-II E22-II E26-II E31-II E30-II E29-II E28-II E23-II E34-II E33-II E32-II E27-III E21-II E20-II E24-II E25-II E2-I E1-I E3-I E4-I E5-I E6-I E9-I E7-I E8-I E13-I E14-I E12-I E11-I E10-I E17-I E16-I E15-I E18-I E19-I E20-I E22-I E21-I 2835.61 LA LONG. ES MAS DE 80M, DEBERIA PONERSE UN BUZON EN EL TRAMO, PERO NO CUMPLE EN EL DISEÑO POR TANTO NO SE COLOCA LA LONG. ES MAS DE 80M, DEBERIA PONERSE UN BUZON EN EL TRAMO, PERO NO CUMPLE EN EL DISEÑO POR TANTO NO SE COLOCA ELIMINAR BUZON A H=.8M ELIMINAR BUZON A H=2.4M ELIMINAR BUZON A H=2.3M CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES ELIMINAR BUZON A H=2.35M CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES CAMBIO DE TUBERIA POR HABER ELIMINADO BUZON ELIMINAR BUZON 5 \A1; ESCALA: 1/20 CARTELA TIPO 1 BRIDA INFERIOR 2"x5" 5 Pernos de 4"x1/2" 5 Pernos de 4"x1/2" BRIDA SUPERIOR2"x5" BRIDA SUPERIOR2"x5" MONTANTE 2"x4" 4 Pernos de 4"x1/2" 4 Pernos de 4"x1/2" CARTELA TIPO 6 DIAGONALES 2"x4" MONTANTE 2"x4" MONTANTE 2"x4" BRIDA INFERIOR 2"x5" ESCALA: 1/20 CARTELA TIPO 2 CARTELA TIPO 3 7 Pernos de 4"x1/2" Cartela TIPO 2 de madera en ambos lados 0.50x0.30x3/4" Cartela TIPO 1 de madera en ambos lados 0.50x0.30x3/4" Cartela TIPO 6 de madera en ambos lados 0.60x0.35x3/4" BRIDA SUPERIOR 2"x5" BRIDA INFERIOR 2"x5" 8 Pernos de 4"x1/2" CARTELA TIPO 4 CARTELA TIPO 5 Cartela TIPO 4 de madera en ambos lados 0.80x0.325x3/4" DIAGONAL 2"x4" DIAGONAL 2"x4" MONTANTE 2"x4" DIAGONALES 2"x4" BRIDA INFERIOR 2"x5" 7 Pernos de 4"x1/2" Cartela TIPO 3 de madera en ambos lados 0.50x0.30x3/4" MONTANTE 2"x4" BRIDA SUPERIOR 2"x5" DIAGONAL 2"x4" 7 Pernos de 4"x1/2" Cartela TIPO 5 de madera en ambos lados 0.40x0.30x3/4" Friso de Multiplaca e=4mm. ESCALA: 1/20 ESCALA: 1/20 ESCALA: 1/20 ESCALA: 1/20 \A1;CODO DN=160 mm TUBO DN= 160 mm \A1;CODO DN=160 mm \A1;APOYO DE TUBERIA \A1;4 d 1/4" @ 0.10 \A1;4 d 1/4" SALPICADOR \A1;d 1/4" @ 0.10 \A1;d 1/4" @ 0.10 1 d 3/8" TUBO DE INGRESO DN= 160 mm \A1;APOYO DE LA TUBERIA CRUCETA DE CONCRETO DE CEMENTO PULIDO \A1;d 1/4" @ 0.10 \A1;1 d 3/8" FROTACHADO CON 0.05 x 0.05 x 0.60 \LCORTE C-C DEL SALPICADOR ESC. 1/10 5 5 5 5 5 5 5 5 5 5 5 \A1;APOYO DE TUBERIA 5 \LCORTE D - D / SALPICADOR ESC. 1/10 5 5 5 5 5 5 5 5 5 5 5 5 5 XX XX \A1;d 1/4" @ 0.10 \A1;d 1/4" @ 0.10 \A1;CANALETA S=1% TUBO d 6" \LPLANTA SALPICADOR ESC. 1/10 D D C C 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga de 0,20 x 0,25 LETRA PARA COTAS LETRA GRANDE LETRA MEDIANA ESC. 1/10 5 LETRA PEQUEÑA \A1;d 3/8" @ 0.10 \A1;d 3/8" @ 0.20 \LPLANTA ZAPATA 1 ESC. 1/10 \LPLANTA ZAPATA 2 ESC. 1/10 5 5 5 5 EST. d 1/4", 1 @ 0.05, 2 @0.10, RESTO @ 0.20 EST. d 1/4", 1 @ 0.05, 2 @0.10, RESTO @ 0.20 \A1;EST. d 1/4" \A1;2 d 1/2" \A1;2 d 1/2" d 3/8" @ 0.18 d 3/8" @ 0.25 \A1;2 d 1/2" \A1;2 d 1/2" \A1;EST. d 1/4" \LCOLUMNA C - 2 ESC. 1/25 \LCOLUMNA C - 1 \LCORTE a - a ESC. 1/25 \LCORTE b - b ESC. 1/25 ESC. 1/25 a a b b \LMURO CENTRAL ESC. 1/25 \LMURO LATERAL ESC. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 2.38 d 3/8" @ 0.18 d 3/8" @ 0.25 5 5 5 5 5 variable \A1;d 3/8" @ 0.10 \LDETALLE DE COLOCACION DE COLUMNAS ESC. 1/10 5 5 5 5 5 5 5 5 5 5 \A1;SOLADO f´c= 140 kg/cm2 \A1;LOSAS PRE-FABRICADAS \A1;d 1/4" @ 0.10 \A1;d 1/4" @ 0.10 \A1;d 1/4" @ 0.10 \A1;d 1/4" @ 0.10 \A1;LOSAS PRE-FABRICADAS \LDETALLE DE CANALETA CENTRAL ESC. 1/10 LIBRE SIN CONCRETO PERFORACIONES DE d 1/2" 5 5 5 5 5 5 5 5 5 5 LOSAS PRE-FABRICADASCON PERFORACIONES DE d 1/2" LETRA PEQUEÑA LETRA PARA COTAS LETRA MEDIANA ESC. 1/20 5 LETRA GRANDE LETRA PARA COTAS LETRA PEQUEÑA LETRA GRANDE LETRA MEDIANA ESC. 1/10 5 LETRA PEQUEÑA LETRA PARA COTAS LETRA MEDIANA ESC. 1/20 5 LETRA GRANDE \LCORTE B - B / DETALLE DE VIGA ESC. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;2 d 1/2" \A1;ESTRIBO d 1/4" @ 0.20 ESTRIBO. d 1/4", 1 @0.05, RESTO @ 0.20 \A1;ESTRIBO d 1/4" @ 0.20 \A1;2 d 1/2" \A1;2 d 1/2" GRAVA FINA LODOS ARENA GRAVA GRUESA VIGA ARCILLA BRIDA SUPERIOR 2" X 5" LETRA GRANDE LETRA MEDIANA LETRA PEQUEÑA ESC. 1/50 LETRA PARA COTAS 5 C-2 C-1 C-1 C-2 C-1 C-1 C-2 C-1 C-1 C-2 C-2 C-2 CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% CANALETAS S=1% C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 TUBO DN=160mm CODO DN=160mm TEE DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm TUBO DN=160mm TUBO DN=160mm TEE DN=160mm TUBO DN=160mm CODO DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm SALPICADOR DE 0.80X0.80 CODO DN=160mm CODO DN=160mm CODO DN=160mm TUBO DN=160mm TUBO DN=160mm TUBO DN=160mm TEE DN=160mm TEE DN=160mm TUBO DN=160mm VA A LA DESCARGA FINAL CON TUB. DN=160mm VA A LA DESCARGA FINAL CON TUB. DN=160mm NIPLE DN=200mm TUBO DN=200mm VIENE DEL TANQUE IMHOFF TUB. DN=160mm TEE DN=160mm C C A B A B 1 3 2 A B C D E A B D E C 1 3 2 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 \LPLANTA DE LECHO DE SECADO ESC. 1/50 BRIDA INFERIOR 2" X 5" DIAGONALES 2" X 4" CORREAS (2"x3") BRIDA SUPERIOR 2" X 5" BRIDA INFERIOR 2" X 5" DIAGONALES 2" X 4" BRIDA SUPERIOR 2" X 5" BRIDA INFERIOR 2" X 5" DIAGONALES 2" X 4" BRIDA SUPERIOR 2" X 5" BRIDA INFERIOR 2" X 5" DIAGONALES 2" X 4" BRIDA SUPERIOR 2" X 5" BRIDA INFERIOR 2" X 5" DIAGONALES 2" X 4" CORREAS (2"x3") CORREAS (2"x3") CORREAS (2"x3") VIGA VIGA VIGA DE APOYO DE MADERA 2"X5" VIGA DE APOYO DE MADERA 2"X5" VIGA DE APOYO DE MADERA 2"X5" VIGA DE APOYO DE MADERA 2"X5" 5 \LCORTE C-C: LECHO DE SECADO \H0.5x;\lESC. 1/50 GRAVA FINA LODOS ARENA GRAVA GRUESA \A1;CODO DN=160 mm VIGA ARCILLA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;TUBO DN=160 mm \A1;CODO DN=160 mm \A1;SALPICADOR \A1;CARTELERA TIPO 3 \A1;CARTELERA TIPO 2 \A1;CARTELERA TIPO 1 \W3.50464; \A1;APOYO DE \W3.43321; \A1;CONCRETO \A1;CARTELERA TIPO 4 \A1;COBERTURA DE CALAMINA GALVANIZADA \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 5 \A1;CORREAS (2"x3") \A1;DIAGONAL 2"X4" \A1;BRIDA INF. 2"X5" \A1;CARTELERA TIPO 3 \A1;CARTELERA TIPO 2 \A1;BRIDA INF. 2"X5" \A1;DIAGONAL 2"X4" \A1;MONTANTE 2"X4" \A1;DIAGONAL 2"X4" \A1;BRIDA SUPERIOR 2"X5" \A1;CUMBRERA \A1;CARTELERA TIPO 6 \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 4 \A1;BRIDA SUPERIOR 2"X5" GRAVA GRUESA LODOS ARENA GRAVA FINA ARCILLA \W3.50464; \A1;APOYO DE \W3.43321; \A1;CONCRETO \A1;SALPICADOR \A1;CODO DN=160 mm \A1;TUBO DN=160 mm \A1;CODO DN=160 mm \LCORTE A-A: DETALLE DE VIGA \H0.5x;\lESC. 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANAL CENTRAL CANAL CENTRAL 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 LETRA GRANDE ESC. 1/25 LETRA MEDIANA 5 LETRA PARA COTAS LETRA PEQUEÑA \A1;2 d 1/2" DETALLE DE VERTEDERO METALICO ESC. 1/10 5 5 5 5 DETALLE DE TUBERIA DE DISTRIBUCION ESC. 1/10 DETALLE DE TUBERIA DE RECOLECCION ESC. 1/10 0.13 0.13 5 5 TUBERIA PVC-UF ISO 4435 DN=160mm S-20 PERFORADA 04 FILAS @0.12m F 1/2 TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA @0.25m F 1/2 0.25 0.25 5 DETALLE DE ANCLAJE DE TUBERIA ESC. 1/10 DETALLE DE ANCLAJE DE TAPON DE TUBERIA ESC. 1/10 5 5 5 5 5 ESPECIFICACIONES TECNICAS PASADA LAS 4 HORAS DESPUES CON MEZCLA 1:3 DE 5mm. DE ESPESOR Y ACABADO PULIDO. LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO ARENA DE 1.5cm. DE ESPESOR Y ACABADO RAYADO. SOLADO: f'c= 140Kg/cm2 CONCRETO : EN GENERAL f'c=245Kg/cm2 EN AMBOS SE UTILIZARA ADITIVO IMPERMEABILIZANTE - SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE. 2.- 1.- ACERO : Fy=4200Kg/cm2 CEMENTO : PORTLAND TIPO I 3.- CONCRETO ARMADO f'c=245 Kg/cm2 CONCRETO PARA SOLADO f'c=140 Kg/cm2 COTA DE NIVEL DE TERRENO TERMINADO COTA DE NIVEL DE INGRESO A FILTRO BIOLOGICO COTA DE NIVEL DE SALIDA DE FILTRO BIOLOGICO CNA CNIFB CNTT CNSFB LEYENDA COTA DE NIVEL DE AGUA TERRENO NATURAL \LCORTE B - B / ELEMENTOS DE FILTRO BIOLOGICO ESC. 1/50 5 CNSFB 5 5 5 5 5 5 5 5 5 \LDETALLE DE VERTEDERO ESC. 1/25 5 0.85 5 N.T.N. DUCTO DE VENTILACIÓN INGRESO AIRE PVC DN=100mm 5 5 5 5 5 5 5 DETALLE DE TIPICO DE TUBERIA DE VENTILACION\L ESC. 1/10 BERMA Union corrediza PVC-UF C-5 embebida en concreto tuberias de ingreso perforadas Tapon de union flexible de PVC ISO 4432 C-5 embebida en concreto DUCTO DE VENTILACION INGRESO AIRE PVC DN = 100 mm MALLA METALICA VERTEDERO METALICO REGULABLE PL e=1/4" \LCORTE B - B / ELEMENTOS DE FILTRO BIOLOGICO ESC. 1/50 \A1;GRAVA ZARANDEADA D = \S1/4;" a \H0.7x;\S1/2;\H1.429x;" \A1;GRAVA ZARANDEADA D=\S1/2;" a \H0.7x;\S3/4;\H1.429x;" \A1;GRAVA ZARANDEADA D=1" a 1 \S1/2;" \A1;GRAVA DE SOPORTE D=2" a 2 \S1/2;" 5 5 5 5 5 \LCORTE A - A / ELEMENTOS DE FILTRO BIOLOGICO ESC. 1/50 5 CNA TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA @0.20m F 1/2 5 5 5 5 5 0.13 0.13 0.13 \LCORTE D - D / ELEMENTOS DE FILTRO BIOLOGICO ESC. 1/50 LETRA GRANDE LETRA MEDIANA LETRA PEQUEÑA ESC. 1/50 LETRA PARA COTAS 5 XX XX XX XX PLANTA DE FILTRO BIOLOGICO ESC. 1/50 \LCORTE C - C PLANTA DE FILTRO BIOLOGICO ESC. 1/50 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 Válvula de Purga DN=200mm 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 TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA 04 FILAS @0.13m F 1/2 TAPON PARA PURGA DE LIMPIEZA DUCTO DE VENTILACIÓN INGRESO AIRE PVC DN=110mm TEE DE 160mm./110mm. 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 \A1;GRAVA ZARANDEADA D = \S1/4;" a \H0.7x;\S1/2;\H1.429x;" \A1;GRAVA ZARANDEADA D=\S1/2;" a \H0.7x;\S3/4;\H1.429x;" \A1;GRAVA ZARANDEADA D=1" a 1 \S1/2;" \A1;GRAVA DE SOPORTE D=2" a 2 \S1/2;" .14 .16 5 5 5 5 5 5 \A1;MURO RUGOSO CNSFB TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA @0.20m F 1/2 DUCTO DE VENTILACIÓN INGRESO AIRE PVC DN=100mm JUNTA DE ASFALTO DADO DE CONCRETO f'c=245kg/cm² XX XX \A1;TIRANTE AGUA VERTEDERO =0.01m \A1;VERTEDERO METALICO REGULABLE PL e=\S1/4;" CNTT DADO DE CONCRETO f'c=245kg/cm² CNIFB CNA TUBERIA PVC-UF ISO 4435 DN=160 mm S-25 PERFORADA 04 FILAS @0.13m F 1/2 TAPON PURGA PARA LIMPIEZA SOLADO DE CONCRETO f'c=140kg/cm² VIENE TUB. DEL TANQUE IMHOFF 5 5 5 5 5 5 5 5 1.95 5 .85 5 5 5 5 5 5 5 5 5 5 .85 5 \A1;MURO RUGOSO TUBERIA PVC-UF ISO 4435 DN=160 mm S-25 PERFORADA 04 FILAS @0.13m F 1/2 5 5 \LCORTE A - A ESC. 1/50 5 5 5 5 5 5 5 5 \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA 5 XX XX DADO DE CONCRETO f'c=245kg/cm² DADO DE CONCRETO f'c=245kg/cm² \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA \A1;Ø3/8"@0.20 C/CARA ESPECIFICACIONES TECNICAS SOLADO: f'c= 100Kg/cm2 CONCRETO : EN GENERAL f'c=245Kg/cm2 ACERO : Fy=4200Kg/cm2 CEMENTO : PORTLAND TIPO I CONCRETO ARMADO f'c=245 Kg/cm2 CONCRETO PARA SOLADO f'c=100 Kg/cm2 LEYENDA TERRENO NATURAL RECUBRIMIENTO : \fArial Narrow|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lEn losa de fondo R = 7.5 cm \fArial Narrow|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lEn Cimientos R = 7.5 cm En muros R = 5.0 cm \fArial Narrow|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lEn Losas macisas R = 3.0 cm REVOQUES : \fArial Narrow|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lEn interiores con Impermeabilizante 1:3 En exteriores solaqueado con mortero simple 1:4 TUB. d10" VA AL LECHO DE SECADO TUBERIA DE EXTRACCION DE LODOS PANTALLA DE DIfUSORA TUB. DE SALIDA d10" PANTALLA DIFUSORA VERTEDERO DE ENTRADA 5 5 5 5 5 5 5 \LPLANTA DE TANQUE IMHOFF \H0.5x;\lESC. 1/50 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 VIENE DE CAMARA DE REJAS TUBERIA PVC DN=200 mm DADO DE CONCRETO F'C=140KG/CM2 BAFLE DE MADERA CAMARA DE SEDIMENTACION CAMARA DE NATAS Y DE DIGESTION CANASTILLA DE BRONCE DN=200 mm TUBERIA PVC DN=200 mm VALVULA PARA DESAGUE DN=200 mm VA AL LECHO DE SECADO TUBERIA DN=200mm REBOSE QUE VA AL FILTRO BIOLOGICO DADO DE CONCRETO F'C=140KG/CM2 TUBERIA PVC DN=200 mm d 3/4" @0.15 d 3/4" @0.15 ESC. 1/25 d 1/2" @ 0,10 m 5 5 GANCHOS DE d 3/8" @ 1,00 m 5 GANCHOS DE d 3/8" @ 1,00 m d 1/2" @0.15 \LDETALLE DE ARMADURA .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 d 1/2" @ 0.10 GANCHOS DE d 3/8" @ 1,00 m \LDETALLE DE REBOSE ESC. 1/20 5 5 5 5 5 5 5 5 REBOSE QUE VA AL FILTRO BIOLOGICO TUBERIA PVC 8 " DN= 200 mm 5 5 5 5 5 BAFLE DE MADERA \LCORTE C - C: PLANTA / ESTRUCTURAS DE TANQUE IMHOFF \H0.5x;\lESC. 1/50 5 5 5 DETALLE DE AMARRE Esc. 1:20 \LCORTE B - B / ELEMENTOS DE TANQUE IMHOFF ESC. 1/50 Cº f´c = 245 Kg/cm² 5 5 5 LETRA GRANDE LETRA MEDIANA LETRA PEQUEÑA ESC. 1/50 LETRA PARA COTAS 5 A A B B \LCORTE A-A / ELEMENTOS DE TANQUE IMHOFF \H0.5x;\lESC. 1/50 BORDE LIBRE SEDIMENTADOR FONDO DE SEDIM. ZONA NEUTRA LODOS FONDO DIGESTOR 5 5 5 5 5 5 PARANTE METALICO PARANTE METALICO TUBERIA PVC DN = 200mm CANASTILLA DE BRONCE d 250 mm SOLADO f'c=140 kg/cm2 CON MATERIAL DE PRESTAMO RELLENO COMPACTADO (95% Proctor Modificado) CAMARA DE NATAS Y DE DIGESTION CAMARA DE SEDIMENTACION Cº: f´c = 245 Kg/cm² Cº: f´c = 245 Kg/cm² C C VALVULA PARA DESAGUE DN=200MM TAPA DE INSPECCION (CONCRETO) VA AL LECHO DE SECADO TUBERIA PVC DN=200 mm SOLADO f'c=140 kg/cm2 5 5 5 5 5 5 Cº: f´c = 245 Kg/cm² 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 30º 5 5 5 5 CANASTILLA DE BRONCE DN=250 mm Cº: f´c = 245 Kg/cm² BORDE LIBRE SEDIMENTADOR FONDO DE SEDIM. ZONA NEUTRA LODOS FONDO DIGESTOR Cº: f´c = 245 Kg/cm² CAMARA DE NATAS Y DE DIGESTION TUBERIA PVC DN = 200 mm CAMARA DE SEDIMENTACION TUBERIA PVC DN = 200 mm SOLADO f'c=140 kg/cm2 CON MATERIAL DE PRESTAMO RELLENO COMPACTADO (95% Proctor Modificado) REBOSE QUE VA AL FILTRO BIOLOGICO TUBERIA PVC DN=200 mm VIENE DE CAMARA DE REJAS TUBERIA PVC DN=200mm 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 d1/2"@0.15 d3/4"@0.15 5 d3/8"@1.00 d1/2"@0.15 d3/4"@0.15 5 d3/8"@1.00 d1/2"@0.15 d3/4"@0.15 d3/8"@1.00 d1/2"@0.15 d3/4"@0.15 d3/8"@1.00 A B 2 2 1 A B 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C 5 CAMARA DE SEDIMENTACION CAMARA DE NATAS Y DE DIGESTION 5 5 d 1/2" @ 0.20 m d 1/2" @ 0.15 m d 1/2" @ 0.10 m d 1/2" @ 0.10 m d 1/2" @ 0.10 m d 1/2" @ 0.10 m d 1/2" @ 0.20 m d 1/2" @ 0.15 m d 3/8" @ 0.20 m d 3/8" @ 0.20 m d 1/2" @ 0.10 m d 1/2" @ 0.15 m d 3/4" @ 0.15 m d 1/2" @ 0.15 m d 3/4" @ 0.15 m GANCHOS DE d 3/8" @ 1.00 m d 3/4" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.10 m GANCHOS DE d 3/8" @ 1.00 m d 3/4" @ 0.15 m \LCORTE A-A / ELEMENTOS DE TANQUE IMHOFF \H0.5x;\lESC. 1/50 \LCORTE B - B / ELEMENTOS DE TANQUE IMHOFF ESC. 1/50 CAMARA DE NATAS Y DE DIGESTION CAMARA DE SEDIMENTACION d 3/8" @ 0,25 m d 1/2" @ 0,10 m d 3/8" @ 0,20 m GANCHOS DE d 3/8" @ 1,00 m d 1/2" @ 0,10 m GANCHOS DE d 3/8" @ 1,00 m d 3/4" @ 0,15 m d 1/2" @ 0,10 m d 1/2" @ 0,10 m d 3/4" @ 0,15 m d 1/2" @ 0.15 m d 3/4" @ 0.15 m GANCHOS DE d 3/8" @ 1,00 m d 1/2" @ 0.15 m d 3/4" @ 0.15 m VER DETALLE 01 (AMARRE DE ACERO) d 1/2" @ 0.15 m d 3/4" @ 0.15 m GANCHOS DE d 3/8" @ 1.00 m d 1/2" @ 0.15 m d 1/2" @ 0.10 m \LISOMETRIA \H0.5x;\lS/ESCALA CORTE C - C ESC. 1/25 5 5 5 5 5 5 5 5 1.15 5 CORTE C - C (DETALLE DE ARMADURA) ESC. 1/25 5 5 5 5 5 5 d3/8"@0.20 ESPECIFICACIONES TECNICAS CONCRETO ARMADO En losa de fondo f´c = 210 kg/cm² En muros f´c = 245 kg/cm² CONCRETO SIMPLE Solado e = 4" f´c = 140 kg/cm² ACERO DE REFUERZO Sider, Grado 60, f´y = 4200 kg/cm² ESFUERZO PORTANTE DEL TERRENO Minimo \U+03C3 = 1.50 kg/cm² RECUBRIMIENTOS En losa de fondo R = 7.50 cm En Cimientos R = 7.50 cm En muros R = 5.00cm En Losas macisas, columnas, vigas: R = 3.0 cm REVOQUES En interiores con Impermeabilizante 1:2 En exteriores solaqueado CORTE D - D ESC. 1/25 5 5 5 5 5 5 CORTE D - D(DETALLE DE ARMADURA) ESC. 1/25 5 5 5 5 5 \LDETALLE DE VERTEDERO METALICO ESC. 1/10 5 5 \A1;VERTEDERO METALICO REGULABLE PL e=\S1/4;\H1.429x;" 5 5 ISOMETRIA TUBERIA DE SALIDA DN = 200mm TUB. PVC DN=200mm REJAS BY PASS 5 5 \LDETALLE DE REJAS ESC. 1/10 Fº LISO 1/4" < 12"x1/2" Fº LISO 1/4" N=9 5 5 5 CORTE B - B ESC. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B - B(DETALLE DE ARMADURA) ESC. 1/25 S = 0.68% 5 S = 0.68% S = 0.1 % Reja BY PASS 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 .02 .03 5 5 5 .02 5 .12 5 5 DADO DE CONCRETO F'c = 140Kg/cm2 TUB. PVC DN:200mm DN=200mm REJAS DADO DE CONCRETO TUB. PVC DN:200mm CORTE A - A ESC. 1/25 XX XX XX XX XX XX XX XX 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 PLANTA DE CAMARA DE REJAS ESC. 1/25 DADO DE CONCRETO F'c = 140KG/CM2 VIENE DE ULTIMO BUZON 5 REJAS CORTE A - A (DETALLE DE ARMADURA) ESC. 1/25 PLANTA (DETALLE DE ARMADURA ) ESC. 1/25 d3/8" @0.20 d3/8" @0.20 d3/8" @0.20 d3/8" @0.20 LOSA CON ORIFICIOS TUB. d = 3/4 " @0.15 d3/8" @0.20 BY PASS d3/8" @0.20 d3/8" @ 0.20 d3/8" @0.20 d3/8"@0.20 S = 0.68% TUB. PVC DN:200MM DN=200mm VA AL TANQUE IMHOFF TUB. PVC DN=200mm d3/8"@0.20 d3/8"@0.20 LETRA GRANDE ESC. 1/25 LETRA MEDIANA 5 LETRA PARA COTAS LETRA PEQUEÑA F'c =140Kg/cm2 REJAS LETRA PARA COTAS LETRA PEQUEÑA LETRA GRANDE LETRA MEDIANA \LESC. 1/10 5 CAMARA DE REJAS TANQUE INHOFF LECHO SECADO AVENIDA COLON 1 2 AVENIDA COLON AVENIDA COLON AVENIDA COLON CALLE SANCHEZ CARRION CEMENTERIO MUNICIPALIDAD RIO SARIN 1 2 3 1 2 3 4 1 2 3 1 3 4 2 5 6 1 2 1 2 3 4 5 1 2 3 1 2 1 2 1 2 3 4 5 1 2 3 4 5 6 7 8 9 CANCHA DE FUTBOL CAMPO DEPORTIVO RIO SARIN TERMINAL TERRESTRE COLEGIO COMISARIA POSTA MADRES GESTANTES PADERONES CHACRA PADERONES AVENIDA COLON PLANTACION DE LIMAS 7 6 5 4 3 2 13 12 10 9 11 CANCHAS PADERONES SEMBRIOS AREA = 0.945 HECT. 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 5 6 1 2 3 4 6 PUENTE PUENTE AVENIDA COLON AVENIDA COLON AVENIDA COLON RIO SARIN RIO SARIN RIO SARIN PLANTACIONES PLANTACIONES TERRENO PLANTA DE TRATAMIENTO AREA = 9,449 M2 PALACIO MUNICIPAL MERCADO MUNICIPÀL JARDIN DE NIÑOS 2730 2735.000 2740.000 2740.000 2745.000 2745.000 2750.000 2750.000 2755.000 2755.000 2760.000 2760.000 2765.000 2765.000 2770.000 2770.000 2775.000 2775.000 2780.000 2780.000 2785.000 2785.000 2790.000 2790.000 2795.000 2795.000 2800.000 2800.000 2805.000 2805.000 2810.000 2810.000 2810.000 2815 2815.000 2815.000 2815.000 2815.000 2820.000 2820.000 2820.000 2820.000 2820.000 2820.000 2825.000 2825.000 2825.000 2825.000 2825.000 2825.000 2825.000 2825.000 2830.000 2830.000 2830.000 2830.000 2830.000 2830.000 2835.000 2835.000 2835.000 2835.000 2835.000 2840.000 2840.000 2840.000 2840.000 2840.000 2845.000 2845.000 2845.000 2845.000 2845.000 2850.000 2850.000 2850.000 2850.000 2850.000 2855.000 2855.000 2855.000 2855.000 2855.000 2860.000 2860.000 2860.000 2860.000 2865.000 2865.000 2865.000 2870.000 2870.000 2870.000 2875.000 2875.000 2875.000 2880.000 2880.000 2880.000 2885.000 2885.000 2885.000 2890.000 2890.000 2890.000 2895.000 2895.000 2895.000 2900.000 2900.000 2900.000 2905.000 2905.000 2905.000 2910.000 2910.000 2915.000 2915.000 2920.000 2920.000 2925.000 2925.000 2930.000 2930.000 2935.000 2935.000 2940.000 2940.000 2945.000 2945.000 2950.000 2950.000 2955.000 2955.000 2960.000 2965.000 2970.000 2975.000 2980.000 2985.000 2990.000 2995.000 2995.000 3000.000 3000.000 3005.000 3005.000 3010.000 3010.000 3015.000 3015.000 3020.000 3020.000 3025.000 1 2 3 4 5 6 7 1 2 3 4 5 4 3 2 1 1 2 3 1 2 3 4 5 6 7 9 8 16 15 17 14 13 12 11 3 1 4 2 3 7 6 5 4 3 2 1 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 Mz-A1 Mz-B1 Mz-C1 Mz-D1 Mz-E1 Mz-H1 Mz-G1 Mz-I1 Mz-K1 Mz-L1 Mz-M1 Mz-N1 3 4 1 2 3 1 2 3 4 5 7 6 1 3 4 5 2 6 8 Mz-A3 1 4 2 3 2 1 3 4 6 7 5 5 6 1 5 2 3 4 1 2 3 4 5 6 7 5 1 2 3 4 4 3 2 1 4 1 1 1 1 2 3 1 2 3 4 5 6 7 Mz-F1 1 Mz-B2 Mz-E2 Mz-A2 Mz-D2 Mz-F2 Mz-C2 Mz-L2 Mz-J2 Mz-K2 1 2 3 4 5 6 7 8 Mz-Ñ1 5 1 3 4 2 5 2 3 Mz-H2 Mz-G2 Mz-B3 Mz-D3 Mz-E3 Mz-F3 Mz-G3 Mz-I3 Mz-H3 Mz-K3 Mz-M3 Mz-J3 Mz-C3 Mz-I2 1 14 15 2 3 4 Mz-L3 10 6 7 6 01 02 03 5 Mz-J1 8 8 16 1 3 4 6 5 1 2 7 9 8 9 49 62 53 83 4 9 3 5 6 1 3 2 LINEA DE DISTRIBUCION 2872 2874 2876 2878 2880 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 2906 2908 2910 2912 2914 2916 2918 2920 2922 2924 2926 2928 2930 2932 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2960 2962 2964 2966 2968 2970 2972 2974 2976 2978 2980 2982 2984 2986 2988 2990 2992 2994 2996 2998 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 2870.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 3016.18 3013.79 3014.13 3014.32 3011.87 3007.72 3002.98 2999.59 2996.69 2991.75 2981.98 2974.69 2969.97 2966.71 2964.30 2962.64 2960.94 2958.63 2956.02 2948.27 2940.03 2932.18 2924.39 2915.49 2906.26 2897.20 2889.80 2882.80 2875.00 PUEBLO JOVEN SARIN TICAPAMPA 2 3 4 5 6 2 3 4 3 2 2 3 4 5 6 7 9 8 16 15 14 13 12 11 4 2 3 7 6 5 4 3 2 5 6 2 3 4 5 6 7 8 9 10 11 12 3 4 2 3 2 3 4 5 6 3 5 8 6 2 3 2 4 7 6 4 2 3 2 3 4 5 6 2 3 4 2 3 4 5 6 2 3 4 5 6 7 8 6 3 2 4 2 3 4 10 5 7 5 2 4 7 2 4 7 3 3 4 5 8 4 5 2 8 6 5 7 8 7 2 3 7 2 3 4 5 6 7 AVENIDA COLON CALLE SANCHEZ CARRION CEMENTERIO MUNICIPALIDAD RIO SARIN CAMPO DEPORTIVO RIO SARIN TERMINAL TERRESTRE COLEGIO COMISARIA POSTA MADRES GESTANTES PADERONES CHACRA PADERONES PLANTACION DE LIMAS CANCHAS PADERONES SEMBRIOS AREA = 0.945 HECT. PUENTE PUENTE AVENIDA COLON RIO SARIN RIO SARIN RIO SARIN PLANTACIONES PLANTACIONES TERRENO PLANTA DE TRATAMIENTO AREA = 9,449 M2 PALACIO MUNICIPAL MERCADO MUNICIPAL JARDIN DE NIÑOS AVENIDA COLON AVENIDA COLON AVENIDA COLON AVENIDA COLON CANCHA DE FUTBOL Mz-A1 Mz-B1 Mz-C1 Mz-D1 Mz-E1 Mz-F1 Mz-G1 Mz-H1 Mz-I1 Mz-J1 Mz-K1 Mz-L1 Mz-M1 Mz-N1 Mz-O1 Mz-P1 Mz-Q1 Mz-R1 Mz-S1 Mz-A2 Mz-B2 Mz-C2 Mz-E2 Mz-D2 Mz-F2 Mz-G2 Mz-H2 Mz-I2 Mz-N2 Mz-J2 Mz-K2 Mz-M2 Mz-A3 Mz-B3 Mz-C3 Mz-D3 Mz-E3 Mz-N3 Mz-G3 Mz-F3 Mz-H3 Mz-I3 Mz-J3 Mz-K3 Mz-M3 Mz-L3 2 3 2 3 4 1 6 5 2 3 2 3 4 1 2 3 3 4 2 5 6 2 2 3 4 5 2 3 2 3 4 5 4 5 6 1 1 1 1 2 3 1 1 1 1 2 1 2 1 1 2 3 4 5 6 7 8 9 1 1 2 3 4 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 1 1 1 1 2 3 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 Mz-L2 AVENIDA PRINCIPAL 01 CALLE 03 CALLE 02 CALLE 04 CALLE 05 CALLE 06 CALLE 07 CALLE 11 CALLE 10 CALLE 12 CALLE 08 CALLE 09 AVENIDA PRINCIPAL 01 AVENIDA PRINCIPAL 01 CALLE 13 CALLE 14 CALLE 15 CALLE 15 CALLE 15 AVENIDA PRINCIPAL 01 CALLE 16 CALLE 17 CALLE 17 CALLE 18 CALLE SANCHEZ CARRION CALLE 18 CALLE 19 CALLE 19 CALLE 21 CALLE 22 AVENIDA PRINCIPAL 01 AVENIDA PRINCIPAL 01 CALLE 20 PLANTA DE TRATAMIENTO SECTOR TICAPAMPA 2831.67 C.F.=-0.90m INICIO C.F.= -1.00m Ø 8" Ø 8" C.F.= -1.10m Ø 8" C.F.= - 1.30m Ø 8" Ø 8" C.F.= -1.10m Ø 6" C.F.= - 1.15m Ø 6" C.F.= - 1.10m Ø 6" C.F.= - 1.00m Ø 6" INICIO C.F.= - 1.60m Ø 8" C.F.= - 1.10m C.F.= - 1.80m Ø 8" C.F.= - 1.00m Ø 6" Ø 6" CF= - 1.10m Ø 6" C.F.= - 1.10m Ø 6" C.F.= - 1.00m Ø 6" C.F.= -1.00m Ø 6" INICIO C.F.= - 1.00m Ø 6" INICIO C.F.= - 1.10m Ø 6" C.F.= - 1.40m Ø 6" Ø 6" C.F.= - 0.80m Ø 6" INICIO C.F.= - 1.20m Ø 6" Ø 6" C.F.=1.80m Ø 8" INICIO C.F.= - 1.80m Ø 8" C.F.= - 1.80m Ø 8" INICIO C.F.= - 0.70m Ø 6" Ø 6" C.F.= - 1.20m Ø 8" C.F.= -1.40m C.F.= - 1.35m Ø 8 C.F.= - 1.40m Ø 8" Ø 6" C.F.=-1.40m C.F.= - 1.30m Ø 6" C.F.=1.20m Ø 6" C.F.=1.60m Ø 8" C.F.= - 1.50m Ø 8" C.F.= - 1.30m Ø 8" C.F.= - 1.50m Ø 8" C.F.= - 1.50m Ø 6" C.F.=1.20m Ø 8" C.F.= - 1.40m Ø 8" C.F.= - 1.20m Ø 8" C.F.= - 1.40m Ø 8" C.F.= - 1.20m Ø 6" C.F.= - 1.40m Ø 6" C.F.= - 2.90m Ø 6" INICIO C.F.= - 1.20m Ø 6" C.F.=1.20m Ø 6" C.F.= - 1.40m Ø 6" C.F.=1.30m C.F.= - 1.40m Ø 6" Ø 6" C.F.=1.30m Ø 8" C.F.=1.40m Ø 6" C.F.=1.30m Ø 8" Ø 8" C.F.=1.20m C.F.=2.00m Ø 8" C.F.=1.30m Ø 8" Ø 8" Ø 6" C.F.=1.20m C.F.=1.60m C.F.=1.25m Ø 6" Ø 6" Ø 8" C.F.=1.20m Ø 6" C.F.=1.40m Ø 6" C.F.=1.10m Ø 6" C.F.=1.00m Ø 6" C.F.=1.15m Ø 6" C.F.=1.20m Ø 6" Ø 6" C.F.=1.25m Ø 8" Ø 6" C.F.=1.00m Ø 8" Ø 8" Ø 8" C.F.=1.20m Ø 8" C.F.=1.10m Ø 8" Ø 6" C.F.=1.20m Ø 6" C.F.=1.20m Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" C.F.=1.10m Ø 6" Ø 6" Ø 6" C.F.= - 1.80m C.F.= - 1.10m C.F.= - 1.30m C.F.= - 1.40m C.F.= - 1.20m INICIO C.F.= - 1.30m Ø 8" Ø 6" Ø 6" Ø 6" Ø 6" 2861.36 2840.78 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 BP-21 B.E C=2768.51 B.E C=2766.17 B.E C=2771.00 B.E C=2760.06 B.E C=2775.76 B.E C=2769.93 B.E C=2775.43 B.E C=2779.36 B.E C=2779.77 B.E C=2789.49 B.E C=2782.26 B.E C=2765.95 B.E C=2788.51 B.E C=2762.44 B.E C=2758.36 B.E C=2773.62 B.E C=2772.00 B.E C=2774.39 B.E C=2783.36 B.E C=2775.09 B.E C=2795.00 B.E C=2784.07 B.E C=2797.69 B.E C=2798.60 B.E C=2816.00 B.E C=2814.99 B.E C=2811.00 B.E C=2821.92 B.E C=2819.00 B.E C=2828.21 B.E C=2824.00 B.E C=2819.18 B.E C=2827.62 B.E C=2838.62 B.E C=2822.86 B.E C=2844.00 B.E C=2839.49 B.E C=2847.72 B.E C=2835.12 B.E C=2826.93 B.E C=2833.76 B.E C=2824.36 B.E C=2828.82 B.E C=2829.09 B.E C=2839.00 B.E C=2844.06 B.E C=2847.23 B.E C=2844.00 B.E C=2828.78 B.E C=2825.56 B.E C=2825.86 B.E C=2832.00 B.E C=2840.78 B.E C=2850.00 B.E C=2857.50 B.E C=2860.37 B.E C=2855.57 B.E C=2861.36 B.E C=2850.70 B.E C=2843.55 B.E C=2826.00 B.E C=2826.00 B.E C=2825.74 B.E C=2829.00 B.E C=2831.00 B.E C=2836.00 B.E C=2838.95 B.E C=2844.69 B.E C=2858.00 B.E C=2831.45 B.E C=2828.99 B.E C=2825.00 B.E C=2827.00 B.E C=2829.00 B.E C=2824.36 B.E C=2823.82 B.E C=2822.55 B.E C=2825.00 B.E C=2840.94 B.E C=2764.18 BZ1-III BZ2-III BZ3-III BZ5-III BZ4-III BZ6-III BZ7-III E1-III E2-III E3-III E6-III E7-III E8-III E9-III BZ8-III BZ9-III E17-III E16-III E15-III E14-III E13-III E12-III E11-III E10-III E18-III E19-III E25-III E20-III E21-III E24-III E22-III E23-III BZ11-III E1-II E5-II E9-II E2-II E8-II E7-II E6-II E12-II E11-II E10-II E4-II E3-II E13-II E14-II E15-II E16-II E18-II E17-II E19-II E22-II E26-II E31-II E30-II E29-II E28-II E23-II E34-II E33-II E32-II E27-III E21-II E20-II E24-II E25-II E2-I E1-I E3-I E4-I E5-I E6-I E9-I E7-I E8-I E13-I E14-I E12-I E11-I E10-I E17-I E16-I E15-I E18-I E19-I E20-I E22-I E21-I BZ10-III BZ12-III BZ6-II BZ9-II BZ8-II BZ5-II BZ7-II BZ3-II BZ1-II BZ4-II BZ2-II BZ3-I BZ1-I BZ4-I BZ2-I BZ5-I BZ11-I BZ8-I BZ6-I BZ9-I BZA BZ10-I BZ7-I 2835.61 2860.37 2826.88 2827.00 2826.89 2826.00 2827.37 2830.49 2828.37 2830.15 2828.15 2831.93 2838.82 2825.62 2852.99 2852.51 2851.94 2834.01 2817.35 2813.00 2808.79 2801.32 2804.07 2780.58 2782.77 2776.11 2763.00 2755.29 2750.38 2750.27 2756.15 2750.75 2746.21 2744.27 2737.67 2864.47 LA LONG. ES MAS DE 80M, DEBERIA PONERSE UN BUZON EN EL TRAMO, PERO NO CUMPLE EN EL DISEÑO POR TANTO NO SE COLOCA LA LONG. ES MAS DE 80M, DEBERIA PONERSE UN BUZON EN EL TRAMO, PERO NO CUMPLE EN EL DISEÑO POR TANTO NO SE COLOCA ELIMINAR BUZON A H=.8M ELIMINAR BUZON A H=2.4M ELIMINAR BUZON A H=2.3M BZ13-III CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES 2826.03 BC2-III BC1-III BC3-III BC4-III ELIMINAR BUZON A H=2.35M CAMBIO DE TUBERIA POR HABER ELIMINADO BUZONES CAMBIO DE TUBERIA POR HABER ELIMINADO BUZON BC5-III ELIMINAR BUZON 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 \A1;GRAVA ZARANDEADA D = \S1/4;" a \H0.7x;\S1/2;\H1.429x;" \A1;GRAVA ZARANDEADA D=\S1/2;" a \H0.7x;\S3/4;\H1.429x;" \A1;GRAVA ZARANDEADA D=1" a 1 \S1/2;" \A1;GRAVA DE SOPORTE D=2" a 2 \S1/2;" 5 5 5 5 5 \LCORTE A - A / ELEMENTOS DE FILTRO BIOLOGICO ESC. 1/50 5 CNA TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA @0.20m F 1/2 5 5 5 5 5 PLANTA DE FILTRO BIOLOGICO ESC. 1/50 \LCORTE C - C PLANTA DE FILTRO BIOLOGICO ESC. 1/50 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 DESCARGA HACIA EL CUERPO RECEPTOR TUBERIA PVC-UF ISO 4435 DN=200mm S-25 Válvula de Purga DN=200mm 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 TUBERIA PVC-UF ISO 4435 DN=160mm S-25 PERFORADA 04 FILAS @0.13m F 1/2 TAPON PARA PURGA DE LIMPIEZA DUCTO DE VENTILACIÓN INGRESO AIRE PVC DN=110mm TEE DE 160mm./110mm. \A1;MURO RUGOSO TUBERIA PVC-UF ISO 4435 DN=160 mm S-25 PERFORADA 04 FILAS @0.13m F 1/2 5 5 GRAVA FINA LODOS ARENA GRAVA GRUESA \A1;CODO DN=160 mm VIGA ARCILLA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;TUBO DN=160 mm \A1;CODO DN=160 mm \A1;SALPICADOR \A1;CARTELERA TIPO 3 \A1;CARTELERA TIPO 2 \A1;CARTELERA TIPO 1 \W3.50464; \A1;APOYO DE \W3.43321; \A1;CONCRETO \A1;CARTELERA TIPO 4 \A1;COBERTURA DE CALAMINA GALVANIZADA \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 5 \A1;CORREAS (2"x3") \A1;DIAGONAL 2"X4" \A1;BRIDA INF. 2"X5" \A1;CARTELERA TIPO 3 \A1;CARTELERA TIPO 2 \A1;BRIDA INF. 2"X5" \A1;DIAGONAL 2"X4" \A1;MONTANTE 2"X4" \A1;DIAGONAL 2"X4" \A1;BRIDA SUPERIOR 2"X5" \A1;CUMBRERA \A1;CARTELERA TIPO 6 \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 5 \A1;CARTELERA TIPO 4 \A1;BRIDA SUPERIOR 2"X5" GRAVA GRUESA LODOS ARENA GRAVA FINA ARCILLA \W3.50464; \A1;APOYO DE \W3.43321; \A1;CONCRETO \A1;SALPICADOR \A1;CODO DN=160 mm \A1;TUBO DN=160 mm \A1;CODO DN=160 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANAL CENTRAL CANAL CENTRAL 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 BZA BZB BC6-III 2827.00 2828.22 BC7-III 5 2726.00 2727.00 2728.00 2729.00 2730.00 2731.00 2732.00 2733.00 2734.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 2726.00 2727.00 2728.00 2729.00 2730.00 2731.00 2732.00 2733.00 2734.00 2735.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 C.T.:2734.54 S = 0.68% 2802.00 2803.00 2804.00 2805.00 2806.00 2807.00 2808.00 2809.00 2810.00 2811.00 2812.00 2813.00 2814.00 2815.00 2816.00 2817.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 2801.00 2802.00 2803.00 2804.00 2805.00 2806.00 2807.00 2808.00 2809.00 2810.00 2811.00 2812.00 2813.00 2814.00 2815.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 5 LETRA GRANDE LETRA MEDIANA LETRA PEQUEÑA LETRA PARA COTAS \LESC 1/200 5 LETRA GRANDE LETRA MEDIANA LETRA PEQUEÑA LETRA PARA COTAS \LESC 1/100 CERCO PERIMETRICO CERCO PERIMETRICO CERCO PERIMETRICO CERCO PERIMETRICO 2730 CERCO PERIMETRICO 2726.00 2727.00 2728.00 2729.00 2730.00 2731.00 2732.00 2733.00 2734.00 2735.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 AREA: 2776.68 m² PERIMETRO: 220.61ml. CERCO PERIMETRICO AREA: 1660.48 m² PERIMETRO: 163.86 ml. CERCO PERIMETRICO CERCO PERIMETRICO CERCO PERIMETRICO 2815 BZC BZ14-III 2816.68 PLANO: LAMINA: ESCALA: DISTRITO: PROVINCIA: DEPARTAMENTO: SANCHEZ CARRION LA LIBERTAD SARIN INDICADA PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES CON TANQUE IMHOFF PTAR-01 \LPLANTA DE TRATAMIENTO DE AGUAS RESIDUALES CON TANQUE IMHOFF/ PATR- 01 \lESC. 1/200 \LPERFIL DE PLANTA DE TRATAMIENTO DE AGUAS \LPERFIL DE PLANTA DE TRATAMIENTO DE AGUAS \LPERFIL DE PLANTA DE TRATAMIENTO DE AGUAS A1

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

Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, N.m., variable, Technical specifications, Reinforced concrete, On the bottom slab, In walls, In beams, Simple concrete, Sole, reinforcing steel, Degree fy, Bearing force, Least tt, Coatings, In bottom slab cm, In foundations cm, In walls, In slabs beams: cm, Plasters, Indoors with waterproofing, Outdoors, Wastewater treatment plant: imhoff tank, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, legend, symbol, description, Reinforced concrete, Concrete for flooring, natural terrain, Cntt, Finished terrain level, Cna, Level of water level, Cnifb, Level of income biological filter, Cnsfb, Level of biological filter output level, Technical specifications, The inner surfaces of walls of the bottom slabs shall be painted with cement mixture: cm-thick sand of scratched finish., After hours afterwards with a mixture of thick polished finish., In both will use similar additive in proportion according to the specifications of the manufacturer., concrete:, in general, Sole, cement:, Portland type, steel:, Wastewater treatment plant: biological filter, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, Technical specifications, Reinforced concrete, On the bottom slab, In walls, In beams, Simple concrete, Sole, reinforcing steel, Degree fy, Bearing force, Least tt, Coatings, In bottom slab cm, In foundations cm, In walls, In slabs beams: cm, Plasters, Indoors with waterproofing, Outdoors, Sewage treatment plant: chamber of bars, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, legend, symbol, description, Reinforced concrete, Concrete for flooring, natural terrain, Technical specifications, concrete:, in general, Sole, cement:, Portland type, steel:, covering:, On the bottom slab, In foundations, In walls, In solid slabs, Plasters, Indoors with waterproofing, In exteriors with simple mortar, Free edge, Settler, Sedim background., Neutral zone, Sludges, Digester bottom, Free edge, Settler, Sedim background., Neutral zone, Sludges, Digester bottom, Sewage treatment plant: drying bed, flat:, sheet:, scale:, district:, province:, Department:, Sanchez carrion, freedom, Sarin, Indicated, Avenue colon, Avenue colon, Sanchez carrion street, cemetery, municipality, Rio sarin, soccer field, sports field, Rio sarin, bus station, school, Police station, post, Pregnant mothers, Paderones, ranch, Paderones, Avenue colon, Plantation of limes, Courts, Paderones, Semi-hard, Area hect., bridge, Avenue colon, Rio sarin, Plantations, Ground treatment plant, area, city Hall, municipal market, Kinder garden, Distribution line, Juan, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, young village, Sarin, Ticapampa, Avenue colon, Sanchez carrion street, cemetery, municipality, Rio sarin, sports field, Rio sarin, bus station, school, Police station, post, Pregnant mothers, Paderones, ranch, Paderones, Plantation of limes, Courts, Paderones, Semi-hard, Area hect., bridge, Avenue colon, Rio sarin, Plantations, Ground treatment plant, area, city Hall, municipal market, Kinder garden, Avenue colon, soccer field, main Street, Street, main Street, Street, main Street, Street, Sanchez carrion street, Street, main Street, Treatment plant sector ticapampa, start, start, start, start, start, start, start, start, start, B.e, The long Is more than should put a mailbox on the but does not meet in the design so it is not placed, Delete mailbox, Change of pipe for having deleted mailboxes, Delete mailbox, Change of pipe for having deleted mailboxes, Change of piping for having removed mailbox, Delete mailbox, scale:, Type card, Bottom flange, Bolts, flange, upright, Bolts, Type card, Diagonals, upright, Bottom flange, scale:, Type card, Bolts, Board type wood on both sides, Upper flange, Bottom flange, Bolts, Type card, Board type wood on both sides, diagonal, upright, Diagonals, Bottom flange, Bolts, Board type wood on both sides, upright, Upper flange, diagonal, Bolts, Board type wood on both sides, Multiplate frieze, scale:, Pipe mm, Of pipe, Spatter, Intake tube mm, Of the pipe, Concrete crosshead, polished concrete, Rubbed with, Of the spatter, Esc., Of pipe, Spatter, Esc., tube, Spatter, Esc., Beam, Letter p

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, Black, cuts, DETAIL, details, DWG, gray, kläranlage, plant, plants, proper, related, treatment, treatment plant, wastewater

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