Sanitary Sewer System DWG Full Project for AutoCAD

Project for a sewer system which has outstanding calculation and design of manholes in accordance with standards Conagua

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

Children heroes, Cm., Bench width, Housing, Current direction, Housing, Flattened, Concrete lid with iron frame, Registration with cm wall walls, Septum cap with poor mix, Will be removed when connecting the interior sewer, Cm tube, Garrison, Of bench, Bench width, Hermetic, greater, Elbow, Slant of, Cm with gasket, Concrete tubes of, Ecological connection of sewage, Domestic sewage discharge, Dimension in cm., Septum cap with poor mix, Will be removed when connecting the interior sewer, Diamond of cms. from, Transverse perforation in the, Drainage drill, Board of, Finish on the outside with, Asphalt joint, Interior sewer, Foundation, Of the property, detail, Cm., Axis profile, Minimum slope cm., Garrison, Of bench, Exterior masonry, registry, Pedestal, Stalls, Slant of, Elbow, Construction section in trench, Dimension in cm., Int., Int., depth, width, paved roads, Streets in terraceria, In., nominal, diameter, width, Ext., Cm., template, Cm., Cm., width, Template with, Mat. Of exc. selected, Excavation equipment, Ext., Dump filler, With product material, Of excavation, To the proctor with, compacted fill, Hydraulic base, Asphalt folder, natural terrain, variable, Construction section in trench, Dimension in cm., Int., Int., depth, width, paved roads, Streets in terraceria, In., nominal, diameter, width, Ext., Cm., template, Cm., Cm., width, Template with, Mat. Of exc. selected, Excavation equipment, Ext., Dump filler, With product material, Of excavation, To the proctor with, compacted fill, Hydraulic base, Asphalt folder, natural terrain, variable, Construction section in trench, Dimension in cm., Int., Int., depth, Streets in terraceria, Ext., paved roads, Template with, Mat. Of exc. selected, Excavation equipment, Cm., width, In., Cm., nominal, diameter, width, Cm., template, width, Ext., variable, natural terrain, Hydraulic base, Asphalt folder, To the proctor with, compacted fill, variable, Post c.f.e., av. independence, C. Children heroes, C. Porfirio Diaz, Street, Priv. J. Ortiz de dominguez, Of contention, Street, C. Josefa ortiz de dom., Bn on wall, Elev., spout, Priv. from the valley, C. Priv. of April, C. Josefa ortiz de dom., channel, channel, Street, Escali, C. Children heroes, C. Josefa ortiz de dom., C. Miguel Hidalgo, Elev., cabbage. independence, C. California gardens, C. Benito diaz, C. Josefa ortiz de dominguez, And, walker, water tank, C. Miguel Hidalgo, post, post, C. Sor Juana Ines De La Cruz., Elm street, C. Juan de la luz enriquez, walker, battery, C. of April, C. Josefa ortiz de dom., channel, C. Insurgents, Prol. ebony, channel, cane, channel, channel, channel, Priv. Saragossa, Escali, Escali, C. of September, C. Miguel Hidalgo, Warrior, channel, Escali, av. independence, C. Children heroes, Esc., Escali, C. Emiliano Zapata, C. Hernandez, C. San Francisco, Street, B.n. on, C. Of the pine, Walk, Street, Valley walker, C. Hernandez, battery, battery, Walk, C. rich pool, Private street, C. Xalapa, C. principal, C. rich pool, walker, Prol. independence, walker, post, Escali, Inva, C. Xalapa, C. Morelia, C. freedom, C. Ignacio Allende, C. Saragossa, C. Northern division, Escali, C. Morelia, Elev, Escali, Of stairs, Bn. On wall, localization map, Nature of the discharge site, Basic project data., Project population, of the, Coefficient of forecast., Maximum instantaneous spending., Extraordinary maximum expense., amounts of work., Sense of runoff, Hand excavation in common material, Home connections, Mm. diameter, Template with material bank product, Common visit well, Existing well., Well number of sight., Box of fallen adjoining well., Thousands. Cm, Expecial visit well, Box with adjoining fall well of visit, Single concrete pipe of:, Excavation with equipment in common material, Concrete lids, Template with material ex., Filler comp. To with mat. Bank, Related structures:, Common wells, Rock excavation, Filler comp. To with mat. Of excavation, Compiled to that of his p.v.s.m from, Of a well., Inside the wells., The change of direction of slope in the pipe will be done by means of, The filling of the ditches will be made with material excavation product, The elevations are referred to with the elevation, The elevations are in reference to the average level of the sea., The north considered is the magnetic, All the pipe used will be of simple concrete with hermetic seal, Hermetic unless otherwise indicated., The construction of potable water systems for sewerage of the c.n.a., Common wells with fallen wells will be built, Free falls not greater than cms will be done by a r

Raw text data extracted from CAD file:

* \A1;15 \A1;15 \A1;22.5 NIÑOS HEROES 2.61 \A1;15 \A1;15 \A1;22.5 60 cm. Ancho de banqueta Paramento de la vivienda Dirección de la corriente Paramento de la vivienda aplanado con mortero cemento arena 1:3 y tapa de concreto con marco de fierro Registro con muros de tabique de 14 cm Tapón de tabique con mezcla pobre que se retirará al conectar el albañal interior Tubo de d 20 cm Guarnición de banqueta P L A N T A Ancho de banqueta 40 cm hermetica y mayores Codo de 45° Slant de 15cm. 15 cm (6") d, con junta Tubos de concreto de 91.2513628162742 A T A R J E A CONEXION ECOLOGICA DE ALBAÑAL DESCARGA DOMICILIARIA DE AGUAS NEGRAS ACOTACION EN CM. S/ESC. Tapón de tabique con mezcla pobre que se retirará al conectar el albañal interior diamante de 21 cms. (8 1/4") de d Perforacion transversal en el tubo de drenaje con taladro y broca de junta de cemento-arena 1:3 o similar, terminar por el exterior con Junta de asfalto ram-nek o synco-flex Albañal interior Cimentación del predio DETALLE 1 60 cm. PERFIL POR EJE Pendiente mínima 2 % d 15 cm. (6") Guarnición de banqueta Albañal exterior 91.2513628162742 Registro PEDIENTE 91.2513628162742 ATARJEA Slant de 15cm. Codo de 45° SECCION CONSTRUCTIVA EN ZANJA ACOTACION EN CM. S/ESC. INT. d INT. d PROFUNDIDAD ANCHO CALLES PAVIMENTADAS CALLES EN TERRACERIA Pulg. NOMINAL DIAMETRO 6 8 ANCHO 0.05 0.1 De d EXT. B 7 10 cm. PLANTILLA e 70 75 cm. 15 20 cm. ANCHO b PLANTILLA CON MAT. DE EXC. SELECCIONADO MATERIAL DE EXCAVACION B 0.05 0.1 De d EXT. H 0.30 C L RELLENO A VOLTEO CON MATERIAL PRODUCTO DE EXCAVACION AL 85 % PROCTOR CON RELLENO COMPACTADO BASE HIDRAULICA CARPETA ASFALTICA TERRENO NATURAL C L VARIABLE 0.20 0.075 SECCION CONSTRUCTIVA EN ZANJA ACOTACION EN CM. S/ESC. INT. d INT. d PROFUNDIDAD ANCHO CALLES PAVIMENTADAS CALLES EN TERRACERIA Pulg. NOMINAL DIAMETRO 6 8 ANCHO 0.05 0.1 De d EXT. B 7 10 cm. PLANTILLA e 70 75 cm. 15 20 cm. ANCHO b PLANTILLA CON MAT. DE EXC. SELECCIONADO MATERIAL DE EXCAVACION B 0.05 0.1 De d EXT. H 0.30 C L RELLENO A VOLTEO CON MATERIAL PRODUCTO DE EXCAVACION AL 85 % PROCTOR CON RELLENO COMPACTADO BASE HIDRAULICA CARPETA ASFALTICA TERRENO NATURAL C L VARIABLE 0.20 0.075 SECCION CONSTRUCTIVA EN ZANJA ACOTACION EN CM. S/ESC. INT. d INT. d PROFUNDIDAD CALLES EN TERRACERIA 0.05 0.1 De d EXT. CALLES PAVIMENTADAS PLANTILLA CON MAT. DE EXC. SELECCIONADO MATERIAL DE EXCAVACION 70 75 cm. ANCHO Pulg. 6 8 15 20 cm. NOMINAL DIAMETRO b ANCHO B 7 10 cm. PLANTILLA e ANCHO B 0.05 0.1 De d EXT. H VARIABLE TERRENO NATURAL BASE HIDRAULICA CARPETA ASFALTICA AL 85 % PROCTOR CON RELLENO COMPACTADO C L C L VARIABLE 0.20 0.075 18-275-20 10-275-20 10.5-275-20 8.5-275-20 31.5-4-20 26-4-20 25-52-20 42-96-20 29-4-20 61-24-20 18-144-20 18-226-20 10-275-20 5-275-20 11-275-20 28-13-20 14.5-275-20 40.5-221-20 26-275-20 28-62-20 24-9-20 27-41-20 20.5-171-20 59-101-20 14-275-20 9.5-275-20 6.5-275-20 4.5-275-20 5.5-275-20 6-275-20 8.5-154-20 8.5-275-20 10.5-275-20 10-275-20 6-275-20 5-275-20 4.5-275-20 10.5-275-20 8.5-262-20 11-275-20 10.5-275-20 19-275-20 59-114-20 8-275-20 46-146-20 8.5-275-20 8.5-170-20 13.50-212-20 50-228-20 34-155-20 8-154-20 30-183-20 49-98-20 46-27-20 10-275-20 13.5-275-20 15.5-275-20 7.50-28-20 49-170-20 99--4-20 45-142-20 27-164-20 35-65-20 24-66-20 10-275-20 4-275-20 12.5-275-20 8-275-20 17-275-20 34.5-222-20 13-275-20 11.5-260-20 24-275-20 7.5-275-20 5.5-275-20 7-275-20 10-275-20 9-275-20 9.5-275-20 14.5-275-20 12.5-275-20 16-158-20 5.5-275-20 25-195-20 44-168-20 30-33-20 25-196-20 43-201-20 16.5-266-20 11-275-20 50-58-20 7-85-20 17-275-20 19-275-20 20-275-20 10.5-275-20 5-275-20 9-275-20 9-275-20 16-185-20 13-275-20 15-275-20 24-119-20 18-111-20 13-275-20 25-48-20 12.5-275-20 12.5-275-20 10-275-20 16.5-34-20 16.5-275-20 13.5-275-20 38-51-20 60-12-20 47-93-20 26-70-20 14-135-20 53-66-20 19-20-20 8-275-20 17-275-20 1.85 40-275-20 42-35-20 30-29-20 8.5-275-20 11.5-275-20 1.14 934.77 935.95 938.07 32.50-88-20 23.5-275-20 29-250-20 16-275-20 57-37-20 74-16-20 35-16-20 42-8-30 27-42-30 27-8-30 48-8-30 39.50-88-20 22.50-110-20 18.5-8-30 29-227-20 1.14 938.78 5-274-20 7-275-20 943.06 1.13 11-180-20 12-275-20 939.92 12-275-20 944.19 2.11 942.08 16.5-275-20 27.5-214-20 15.5-251-20 16-275-20 8-158-20 4.5-275-20 14-275-20 10.5-275-20 14-170-20 6-275-20 16-275-20 16.5-251-20 934.36 1.19 935.55 932.79 1.18 933.97 55-275-20 19.5-275-20 48-68-20 35.5-12-20 66-85-20 46-124-20 28-79-20 8.5-275-20 47-34-20 13.5-275-20 16-128-20 72-20-20 80-21-20 70-20-20 77-121-20 52-17-30 41-272-20 50-55-20 48-30-20 60-72-20 45-155-20 5-275-20 10.5-275-20 7.5-275-20 5.5-275-20 49.50-240-20 11.50-275-20 9-275-20 12.5-275-20 13.5-275-20 50-63-20 21.50-275-20 16-277.20 5.5-275-20 29-275-20 8.5-275-20 13-209-20 11-199-20 15-138-20 77.50-142-20 79-9-20 17-89-20 47-115-20 37-96-20 37-180-20 9-275-20 14.5-275-20 5.5-31-20 12-275-20 4-275-20 19-86-20 45-185-20 13-275-20 10.5-275-20 7-275-20 8.5-275-20 7-275-20 11-275-20 12-155-20 13-275-20 8.5-275-20 17.5-275-20 24-150-20 22-275-20 31-241-20 34-31-20 64-143-20 69-56-20 45-138-20 16-263-20 11-275-30 9-275-20 15-275-20 12-275-20 17-275-20 14-154-20 11-275-20 21-215-20 10-275-20 20-28-20 19-275-20 36-141-20 26-275-20 20-275-20 24-222-20 36-227-20 20-275-20 31-275-20 17-275-20 40-96-20 42-39-20 30.50-275-20 45-79-20 31.50-154-20 46-32-20 19-275-20 19-166-20 45-111-20 9-275-20 12.5-275-20 24-275-20 8-275-20 8-275-20 8-262-20 22-116-20 29-275-20 63-178-20 11.5-275-20 34-177-20 31-4-20 38-60-20 7-154-20 21-162-20 10-275-20 44-96-20 44-10-20 9-275-20 6-275-20 975.09 1.13 1.14 981.65 988.05 1.14 1.79 959.31 12-275-20 12-275-20 14-275-20 11-275-20 7.5-275-20 11.5-275-20 978.25 4.54 982.79 6.25 976.22 969.97 3.97 985.22 989.19 11.5-275-20 12-275-20 20.5-120-20 11.5-275-20 6-113-20 8-270-20 20.50-275-20 46.5-273-20 16.50-275-20 31-169-20 47-108-20 39.50-211-20 42-208-20 20.50-137-20 23-107-20 13-275-20 16.50-262-20 14-66-20 54-125-20 38.5-75-20 20-275-20 4.5-274-20 25.5-275-20 42.5-148-20 14-275-20 18.5-127-20 20.5-275-20 9-275-20 6-275-20 18.5-253-20 9-275-20 14-275-20 11-275-20 9.5-275-20 18-275-20 23.5-198-20 16.5-184-20 7.5-275-20 18-40-20 37.5-240-20 53-227-20 13-275-20 12-275-20 19-275-20 16-131-20 29-213-20 50-30-20 76-30-20 43-27-20 13.50-275-20 16-275-20 64-37-20 36-106-20 14-169-20 10-275-20 17.50-275-20 7.5-275-20 5-275-20 46-157-20 20-275-0 51-223-20 17-95-20 8-85-20 43-90-20 18-181-20 51-4-20 24.5-260-20 20.5-171-20 8-275-20 36-31-20 3.85 992.57 946.93 2.84 1.66 1.14 4.15 4.83 987.06 985.93 1.13 991.14 990.00 1.14 987.02 985.87 1.15 991.16 990.02 1.14 992.46 991.32 1.14 1.14 995.65 996.79 3.07 995.00 998.07 993.65 989.22 995.87 1.13 995.87 1.13 994.78 990.59 4.19 5.43 984.92 990.35 983.30 982.17 1.13 1.15 984.42 985.57 989.08 987.93 1.13 981.80 980.69 1.11 2.34 996.67 999.01 1.14 984.06 985.20 997.00 991.92 5.08 1.14 996.98 998.12 1.16 978.10 979.26 1.18 987.84 989.02 1.13 1.13 1.13 978.07 981.58 1.13 1.13 984.06 986.67 3.76 1.12 975.47 981.16 1.10 1.13 987.30 991.26 1.13 990.44 1.13 975.16 1.13 1.14 971.31 1.13 967.56 1.13 975.18 979.20 4.02 2.24 985.19 982.95 982.26 977.26 5.00 976.29 972.82 3.47 3.24 969.21 972.45 968.69 965.48 3.21 1.14 964.17 965.31 2.34 990.05 992.39 983.50 4.93 988.43 2.87 973.72 976.59 979.72 982.71 2.99 966.09 964.96 1.13 972.40 967.98 4.42 977.12 974.16 2.96 986.15 981.21 4.94 991.57 987.76 3.81 992.78 990.54 2.03 2.56 976.40 978.96 1.13 962.73 963.86 4.34 994.15 998.49 1.16 971.37 972.53 1.13 989.30 990.43 941.92 1.13 1.13 950.56 1.16 956.79 948.81 951.70 960.43 963.06 951.93 955.18 946.88 1.12 4.39 961.13 962.80 948.03 945.80 951.27 950.13 957.92 953.89 941.53 940.41 1.12 2.39 968.00 975.76 3.70 969.13 965.43 5.89 978.15 972.26 2.37 979.47 981.84 963.79 962.68 1.11 970.90 969.64 1.17 963.25 1.14 979.46 1.13 1.13 1.67 4.03 964.41 962.28 2.13 1.13 1.13 961.08 962.25 1.13 1.14 980.70 4.44 1.13 985.26 986.51 971.27 1.13 975.99 1.13 985.01 1.14 1.14 958.45 1.14 965.30 1.14 970.22 975.89 1.13 979.13 1.13 1.14 985.48 988.00 1.14 1.13 962.82 965.42 970.34 958.29 1.13 976.79 980.41 2.13 968.56 2.00 977.92 973.81 1.13 961.12 967.87 2.28 972.77 1.13 979.50 980.26 977.40 2.86 963.95 959.80 6.00 964.56 970.56 6.83 963.32 970.15 3.30 980.64 977.34 970.18 1.13 978.11 1.74 1.14 959.51 960.65 7.13 964.18 971.31 979.85 973.75 6.10 974.94 972.95 1.99 957.40 2.02 959.42 963.92 3.16 967.08 967.34 4.14 971.48 973.09 977.92 4.74 981.88 986.62 3.78 973.24 977.02 2.62 968.74 971.36 4.00 962.44 966.44 1.64 957.95 959.59 1.24 972.66 973.90 1.13 951.85 952.98 981.62 980.49 1.13 961.12 1.13 953.60 952.44 1.16 956.50 955.34 1.16 1.15 1.25 3.28 979.26 982.54 956.21 962.27 1.13 965.15 269.09 1.10 977.90 1.09 1.17 964.66 1.14 1.14 945.24 952.57 1.14 958.79 1.14 960.12 5.86 955.26 1.14 2.89 958.23 961.93 1.13 1.14 957.34 4.31 953.03 963.40 958.96 2.57 970.19 967.62 953.71 949.71 4.00 2.89 954.03 1.15 3.25 2.63 977.97 980.60 1.15 972.62 1.14 960.23 1.14 967.30 963.67 953.95 950.53 3.42 3.51 1.15 961.80 962.95 948.37 947.24 1.13 3.49 956.14 959.93 4.02 969.34 973.76 5.12 956.25 961.37 1.13 946.41 947.54 950.14 951.27 963.64 2.64 966.28 973.63 5.36 978.99 982.14 977.57 4.57 2.90 981.61 984.51 966.13 964.89 1.24 965.80 963.46 2.34 969.40 967.21 2.19 966.41 965.27 1.14 2.23 1.14 950.73 949.58 1.12 946.38 945.21 1.17 1.36 1.80 942.27 934.50 1.13 947.43 1.13 935.63 932.88 2.75 944.07 938.90 5.17 945.43 3.13 948.56 1.14 930.54 931.68 929.58 928.45 1.13 931.70 930.56 1.14 928.82 927.68 1.14 1.03 928.55 1.13 927.27 3.46 924.94 928.40 927.64 926.41 1.23 931.03 929.89 1.14 928.56 927.01 1.55 928.34 926.63 1.71 926.51 925.28 1.23 946.89 1.14 2.63 948.42 2.85 1.16 946.87 947.99 1.14 959.87 1.45 953.51 1.12 958.99 963.91 943.03 1.14 941.89 944.10 1.13 945.23 950.67 944.50 6.17 6.62 954.70 961.32 955.85 4.27 960.12 954.63 2.46 952.17 960.64 965.03 1.14 930.68 931.82 969.17 968.05 937.15 936.01 1.14 949.13 947.77 948.45 944.94 1.15 927.91 1.86 929.85 2.05 941.00 943.05 1.13 934.54 935.67 1.13 943.88 945.01 935.62 934.49 931.71 929.00 2.71 929.06 927.16 1.90 934.50 932.49 938.09 936.91 1.18 1.14 959.33 962.79 969.57 963.71 1.13 1.13 950.37 956.56 1.14 962.15 1.14 961.65 968.11 3.29 960.00 963.29 945.92 944.78 1.14 3.56 947.94 951.50 957.70 952.84 4.86 957.82 958.96 1.14 2.58 965.04 967.62 1.16 945.94 947.10 942.37 941.23 1.14 945.51 944.36 1.15 1.46 974.32 1.13 1.24 981.25 3.46 5.86 3.63 971.82 975.45 982.49 978.75 3.74 1.30 987.16 988.46 3.87 1.13 991.44 1.23 999.67 995.53 1.10 3.82 998.42 1002.24 1.14 996.63 1000.90 994.33 6.57 1.14 1001.87 1003.01 1.14 1001.10 972.49 973.87 967.92 970.33 3.72 994.28 995.42 1000.35 1001.50 996.88 995.63 1008.60 1.14 1.77 4.14 997.76 996.61 4.66 1005.27 983.80 993.51 1.14 1006.79 1.14 1004.89 1007.92 994.05 1.14 1003.41 1.13 1.13 1014.90 1.13 1021.01 1008.33 1.13 1.70 1025.82 1017.29 1.13 1012.22 1011.08 1.14 1.13 1007.39 1013.42 1.15 4.18 1015.76 1019.94 1004.54 1000.93 3.61 995.19 989.85 5.34 3.85 998.04 1001.89 1009.46 1005.33 4.13 1.14 1.13 996.23 4.79 1020.73 1025.52 1.13 1018.81 1005.77 1008.52 2.75 1010.28 1014.57 4.29 4.90 1017.24 1022.14 4.13 1011.90 1016.03 1002.88 1001.76 1.12 989.14 988.00 1.14 984.93 981.10 3.83 993.50 997.37 3.03 1.14 1008.42 1009.56 1.13 1000.95 1002.08 1.13 999.90 1001.03 1.14 1003.85 1.23 1017.19 1018.42 1.14 1026.38 2.24 1002.75 1004.99 1.14 1030.24 1031.38 1.13 1.14 996.57 1.14 1005.49 1.13 3.43 1008.79 1.13 1001.65 993.02 1.14 990.66 1.13 995.17 1.14 999.54 1.13 1.15 1003.79 4.53 1006.62 1002.09 996.31 993.41 2.90 1.14 986.91 985.77 3.00 991.79 988.79 3.03 1000.67 997.64 1.15 981.00 1000.22 1008.86 4.15 1.13 999.29 1003.80 1.14 1.14 1003.36 1011.84 1.17 990.48 4.17 994.65 1001.36 996.82 4.54 999.00 995.84 3.16 993.95 989.52 4.43 985.43 980.00 5.43 3.71 996.71 1000.42 1.14 993.68 994.82 1002.78 1001.40 1.38 1.13 977.84 978.97 1.14 992.04 993.18 1004.50 1000.56 3.94 1013.01 1011.87 997.71 994.09 3.62 988.10 986.94 1.16 988.55 987.40 1.15 1004.94 1003.67 1.27 1.24 999.58 998.44 1.14 1001.19 999.95 1.24 982.70 981.56 1.14 1.91 992.25 994.16 1019.02 1018.42 1020.70 1024.40 1.12 1.15 1001.63 1.14 1014.19 1009.37 1.14 1019.85 1.16 1.68 1.14 1005.18 1006.32 1.14 1024.84 1025.98 3.38 1017.63 1021.01 2.28 1.05 1011.82 1.13 1.15 1004.80 1021.42 1.15 1011.84 3.49 1015.33 2.17 1008.34 1010.51 1010.82 2.13 1012.95 1005.95 3.92 1002.03 1013.30 1019.23 1005.90 1010.04 1014.44 1010.80 3.64 1021.00 1015.50 5.50 1013.77 1012.63 1.14 1.13 994.06 995.19 1.13 1004.82 1.15 1019.14 1020.29 1.24 1021.33 1022.57 1.16 1024.73 1025.89 1.14 1015.11 1.14 1006.53 1002.71 964.17 967.81 1.13 984.30 1.13 992.82 1.14 997.86 1000.05 1.14 949.53 1.14 950.85 1.13 965.77 1.13 1.14 950.63 1.14 957.03 1.14 966.02 971.02 1.13 976.04 1.14 1.15 976.10 988.11 1.10 995.53 1.14 1000.24 1.14 966.67 977.36 1.14 988.08 1.13 1.14 943.24 944.43 966.90 962.76 4.14 1.21 950.77 951.98 4.05 947.72 951.77 4.48 967.67 972.15 3.18 978.10 981.28 974.04 3.14 977.18 960.88 6.28 967.16 953.93 4.24 958.17 5.86 1001.38 998.00 3.38 996.67 994.13 2.54 997.75 993.58 4.17 1.14 990.97 992.11 977.09 978.50 1.41 981.68 982.82 1.14 988.45 986.70 1.75 3.82 1.14 974.01 975.15 989.21 987.32 1.89 976.07 974.93 1.14 994.31 993.17 1.14 985.57 984.43 1.14 977.25 972.59 954.61 1.14 958.44 1.13 1.15 962.90 971.62 1.16 986.57 1.14 1.86 996.96 1008.99 1.06 1012.00 1.15 1.16 1005.37 2.08 949.08 946.93 1.16 953.16 2.90 957.17 1.14 1.14 969.19 989.64 1.14 1.63 1002.71 1.13 1011.52 1010.39 1.14 995.83 1001.43 1.14 996.68 3.73 955.84 959.57 4.32 951.43 955.75 964.05 960.50 3.55 972.78 969.12 3.66 3.24 984.47 987.71 987.29 1.14 988.43 992.96 998.82 951.16 946.58 4.58 961.10 956.81 4.29 954.81 958.31 3.50 956.06 950.66 5.40 960.74 965.65 993.79 3.18 996.97 3.97 1008.01 1004.04 2.81 1010.34 1013.15 1.15 1015.04 1016.19 1004.34 999.71 4.63 1.16 1008.89 1010.05 1.14 944.42 945.56 948.09 1002.57 998.85 1.15 980.62 981.77 3.64 939.47 938.31 1.16 1.44 1.14 1027.10 1009.59 1.16 1.13 996.62 1.53 1001.87 1011.50 1.13 1015.51 1.14 1021.44 1.14 1027.04 1.20 1.15 2.26 1.44 1022.58 1020.32 1016.65 1015.21 5.09 1004.24 1009.33 1003.40 999.37 4.03 1.16 1010.95 1012.63 2.40 1025.84 1028.24 1010.75 1018.03 1.16 1019.19 4.08 1029.40 1.14 1012.02 1010.83 1.19 1.14 1000.64 1.15 1005.42 2.76 999.02 1001.78 1002.70 3.87 1006.57 1.58 1008.37 1006.79 2.46 997.82 995.36 1010.88 1.14 1.14 1018.05 1030.54 1029.32 1.22 1.14 1030.93 1032.07 1.14 1.21 1010.20 1011.41 1.15 1.12 1003.07 1004.19 1.13 1006.33 1007.46 972.73 1.14 978.82 1.14 983.76 1.14 4.91 979.96 3.38 976.58 1.38 1.13 991.74 992.87 1.14 995.79 996.93 2.41 984.90 981.29 3.61 990.78 988.98 1.80 1003.30 1002.16 1.14 993.41 992.28 1.13 993.16 1.14 2.22 992.08 994.30 C 983.07 CL CL 162 148 115 POSTE C.F.E. AV. INDEPENDENCIA C. NIÑOS HEROES 1,002.24 1,001.35 C. PORFIRIO DIAZ 989.93 996.75 986.97 987.06 CL CL CL CALLE 4 S/N 996.10 998.07 991.22 988.01 990.60 991.16 991.42 992.46 991.14 991.03 986.94 987.06 C C CL CL ST CL CL C CL C CL C C C C C C C CL C CL CL CL CL ST 224 278 277 227 226 225 PRIV. J. ORTIZ DE DOMINGUEZ DE CONTENCION CALLE 5 S/N C. JOSEFA ORTIZ DE DOM. BN SOBRE MURO ELEV. 978.35 981.80 986.29 997.03 998.12 988.96 993.90 989.07 997.49 991.10 997.16 997.39 993.83 996.79 997.07 989.08 992.41 997.00 979.39 979.46 979.56 979.26 978.82 977.94 977.77 980.66 983.30 986.09 990.35 992.27 994.78 980.35 981.24 983.36 999.01 985.24 985.42 985.20 984.72 986.43 985.57 CL C CL C CL CL C CL C C C C CL CL C CL CL CL C CL C C CL C C CL C CANO CANO CL C C C CL CL CL C C CL CL ST CL CL CL CL CL CL C C CL ST CL CL CL CL CL CL CL 279 276 275 274 273 272 271 270 269 264 263 229 228 PRIV. DEL VALLE C. PRIV. 2 DE ABRIL C. JOSEFA ORTIZ DE DOM. 979.20 972.46 969.85 974.12 995.48 982.71 985.19 990.29 990.52 992.57 990.35 999.21 972.40 975.33 977.12 982.96 983.82 986.15 988.53 991.57 994.17 996.63 1,000.90 1,003.01 988.67 965.92 970.96 973.39 972.53 972.22 973.54 970.76 969.01 967.94 969.21 967.86 973.42 972.41 976.59 974.27 982.26 988.43 992.39 996.50 998.49 963.49 963.60 964.06 963.92 965.67 966.09 968.23 963.81 963.79 965.31 968.69 972.45 976.29 978.96 975.87 975.52 974.54 970.02 973.54 970.88 C C CL CL CL CL CL CL CL CL C C CL CL CL CL CL CL CL CL CL C CL CL CL CL C C CL CL CL CL CL CL CL CL C C CL CL CL CANAL CANAL CANAL CANAL CL CL CL CL CL CL CL C C CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CL CL C C CL CL ST CL CL CL C C CL CL CL CL C C CL ST CL 265 267 257 253 244 245 258 256 255 254 268 266 262 261 260 248 249 250 251 252 247 246 243 231 230 CALLE 3 S/N 940.75 942.81 942.83 ESCALI ESCALI CL C. NIÑOS HEROES C. JOSEFA ORTIZ DE DOM. C. MIGUEL HIDALGO 957.92 959.44 ELEV. 980.98 COL. INDEPENDENCIA 195 C. JARDINES DE CALIFORNIA 965.51 C. BENITO DIAZ C. JOSEFA ORTIZ DE DOMINGUEZ 981.62 981.81 981.73 980.24 981.84 981.46 981.84 981.73 978.15 976.35 969.13 966.02 961.07 965.81 963.79 966.93 966.50 965.26 962.08 C C CL AND AND AND AND CL CL CL ST CL CL C C CL CL CL CL CL CL C C C C C C ST CL CL ST CL 182 181 183 180 964.48 964.41 964.41 962.66 967.73 970.90 964.53 965.68 970.90 971.23 974.09 977.43 970.57 964.88 980.60 980.82 980.83 981.26 964.78 965.23 ANDADOR CL CL CL CL C C CL C C ST CL CL CL CL C C ST ST L CL C CL CL CL CL CL CL C C ST 193 194 184 TANQUE DE AGUA C. MIGUEL HIDALGO C. 1 S/N 968.81 982.90 971.36 968.67 966.44 977.02 982.35 989.11 991.49 986.72 989.84 996.93 987.50 998.16 986.62 983.87 988.53 980.26 957.59 959.42 956.03 958.87 955.72 953.49 956.80 961.88 963.95 967.08 971.48 965.40 974.89 977.92 974.94 970.56 981.14 981.37 981.37 984.21 980.39 C C CL CL CL CL CL CL C C CL ST C CL CL C CL CL ST CL CL CL CL CL CL C C C C CL CL CL CL CL CL CL C CL CL C CL C CL C C C CL CL ST CL CL C C CL CL CL 971.99 973.90 977.05 973.08 972.95 971.05 970.26 967.66 968.99 985.79 979.89 983.67 984.93 979.85 982.13 978.41 976.32 975.32 973.39 971.31 969.95 968.50 965.42 964.33 960.65 957.96 954.33 952.95 955.04 961.62 952.98 962.25 952.77 953.28 953.40 982.11 981.79 982.04 980.64 CL CL CL C C C C C C ST CL C C CL CL CL CL C CL C CL CL CL C CL C CL CL CL CL CL CL POSTE CL POSTE ST C C C C CL C CL ST C CL CL CL C C CL CL C C CL CL CL ST ST CL 236 237 238 239 240 241 242 237A 235 234 233 232 214A 211 213 212 210 209 196 197 153 152 151 150 147 C. SOR JUANA INES DE LA CRUZ. CALLE DEL OLMO C. JUAN DE LA LUZ ENRIQUEZ 966.41 966.10 970.56 967.81 966.40 966.09 965.80 964.45 966.32 966.22 963.06 960.12 966.33 965.78 966.25 964.96 959.93 959.52 956.16 953.71 968.37 970.43 967.30 973.76 970.77 967.26 961.37 953.95 962.95 962.62 969.91 968.62 968.48 986.51 984.66 977.52 986.34 984.51 978.99 974.46 970.19 966.28 963.40 985.09 986.31 986.45 951.24 948.37 946.26 946.32 945.14 943.59 950.67 947.54 946.24 946.38 947.55 946.89 946.34 951.09 951.27 950.43 950.73 951.02 968.41 CL CL CL CL ANDADOR ANDADOR ANDADOR C CL CL C PILA PILA PILA PILA C C C C CL CL CL CL CL CL CL CL CL CL C C C C CL C C CL CL CL CL CL CL ST CL CL ST CL C ST C CL CL CL CL CL CL CL CL ST CL CL CL CL CL CL CL CL CL CL C C ST CL CL CL C C C CL CL CL CL C C CL CL C C ST ST CL CL CL 218 217 215 219 216 214 208A 207 208 206 205 202 201 200 199 198 167 169 170 168 166 155 154 C. 2 DE ABRIL C. JOSEFA ORTIZ DE DOM. CANAL 929.64 929.77 ST 929.96 931.70 929.08 930.49 931.49 930.95 931.68 932.56 935.63 936.96 944.07 944.46 957.92 957.89 961.61 962.80 962.53 961.71 948.56 CL C C CL CL CL ST CL CL CL CL CL CL CL CL CL C C C C CL CL 188 187 191 189 186 185 171 C. INSURGENTES PROL. EBANO CL 928.40 928.40 928.30 928.39 928.66 928.63 928.66 928.01 928.88 928.56 927.67 928.62 927.49 927.46 928.32 928.21 928.02 927.64 927.42 926.59 926.61 925.88 931.03 926.51 927.33 928.78 929.58 929.23 929.36 929.55 928.85 928.64 928.69 928.59 928.77 CANAL CANAL C C C CANA C CANAL CANAL CANAL CANAL CANAL CANAL C C C CL CL C C ST CANAL CANAL CANAL CANAL C C C CANAL C CL CL C C C ST CL CL CL C CL CL CL ST 192 190 59 58 41 40 39 38 37 PRIV. ZARAGOZA 78 951.98 961.32 966.90 938.52 935.55 937.15 937.55 940.26 943.03 944.53 945.23 939.36 942.19 944.43 950.67 939.47 937.02 949.56 931.82 934.87 935.14 935.14 930.51 934.60 935.95 939.92 969.46 965.03 965.26 960.12 958.56 957.74 954.63 951.70 955.18 941.54 941.12 946.97 948.32 951.36 950.89 945.90 941.68 941.53 943.30 941.40 942.75 945.47 946.78 948.45 950.05 950.16 949.08 948.30 949.05 937.65 941.51 944.77 948.36 948.14 948.03 951.88 955.33 944.19 CL CL CL CL CL ESCALI ESCALI C C ESCALI ESCALI CL CL CL CL CL CL CL CL C C C C C C C C C C C C C CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C C CL CL C C CL CL CL CL CL CL ST C C CL CL C CL CL CL C CL CL CL CL CL CL CL CL C C CL CL ST CL CL CL 204 203 178 177 176 179 175 174 173 172 140 141 117 121 120 118 116 119 79 C. 16 DE SEPTIEMBRE C. MIGUEL HIDALGO \fArial|b0|i0|c0|p34;C.VICENTE GUERRERO 934.47 934.53 938.34 931.77 934.18 935.67 931.87 934.23 935.10 937.78 934.52 945.54 938.46 938.09 945.61 951.21 938.40 942.19 938.94 938.00 937.07 945.37 944.26 950.17 948.71 931.20 931.09 931.54 932.25 934.75 937.89 940.76 943.05 932.33 932.34 934.84 936.79 939.92 931.44 931.37 929.21 929.40 929.18 928.96 928.09 929.20 930.94 933.57 935.62 929.46 930.40 928.69 929.84 928.62 930.75 930.78 930.73 930.75 C C CL CL CL CL CL C CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CL CL C ESCALI ESCALI C C CL CL CL CL CL CL CL CL CL CL C C C CL CL C CL C CL CL C CL CL CL CL CL CL C C CL CL C C CL CL C C ST C C CL CL CL CL CL CL ST CL CL C C ST C C ST CL CL ST 57 51 36 35 34 33 32 31 AV. INDEPENDENCIA C. NIÑOS HEROES E S C A L A G R A F I C A E S C A L A G R A F I C A m e t r o s m e t r o s 75 50 25 0 100 ESC. 1:1,000 955.21 958.96 962.79 969.57 975.45 953.73 958.48 957.87 967.62 967.65 963.29 963.26 957.70 947.10 942.37 943.62 945.51 942.61 944.13 945.56 945.84 941.20 948.13 950.28 944.65 945.92 949.08 951.50 CL ESCALI ESCALI ESCALI ESCALI ESCALI ESCALI ESCALI CL CL CL CL C C C CL CL CL C C ST CL CL CL C C C ST CL CL CL CL CL CL CL CL 53 48 47 56 55 54 52 50 49 46 43 42 988.46 982.49 CL CL 45 44 259 1,004.19 CL 1,005.88 1,001.33 CL 17 18 C. EMILIANO ZAPATA C. HERNANDEZ 987.94 1,000.33 1,000.71 C C CL 110 C. SAN FRANCISCO CALLE 2 B.N. SOBRE C. DEL PINO 1,004.77 1,003.65 1,002.32 1,003.96 1,016.69 1,014.90 1,011.11 1,012.22 CL ST ANDAD CL C 1,018.54 1,009.47 306 1,004.39 1,006.53 1,004.38 1,008.52 1,012.17 1,004.12 1,004.16 1,007.72 1,013.42 1,002.08 1,004.64 1,006.65 1,008.74 1,016.77 1,019.94 1,014.57 1,023.00 1,025.62 1,029.90 1,029.92 1,030.02 1,030.65 1,031.38 1,030.02 1,031.90 1,030.68 1,019.89 1,016.03 1,025.15 1,029.53 1,027.37 1,025.37 1,027.46 1,025.40 1,022.14 1,027.52 999.73 999.22 1,002.88 997.44 998.68 C ST CL CL CL CL CL CL C ST CL ST C ST ST CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C CL C C C CL C C C CL C C C C C C C C C CL CL C C C C 1,026.15 1,009.56 1,009.68 1,008.54 1,007.18 1,001.89 995.19 CL CL CL C C CL ST C C CL 307 305 304 303 302 301 300 299 298 295 294 293 292 291 290 156 158 157 149 CALLE PRIV.1 C. 5 S/N ANDADOR DEL VALLE C. HERNANDEZ 146 994.74 987.35 988.06 990.55 988.55 988.58 997.17 992.63 994.05 994.16 1,000.33 1,000.94 1,002.76 987.32 988.10 987.50 987.69 987.83 993.27 997.37 996.95 996.45 998.10 984.92 1,002.95 1,006.62 1,012.34 1,009.31 1,007.29 1,007.39 1,007.25 1,007.24 CL CL CL CL CL CL CL PILA PILA CL ST PILA PILA CL ANDAD CL CL C C CL C CL C C CL ST CL CL CL CL ST CL C CL ST CL CL C C CL CL C C C C C C C C 1,004.89 1,004.14 1,007.07 1,005.65 1,003.48 1,003.62 1,004.51 1,002.74 1,004.50 1,003.10 1,005.89 1,010.88 1,013.01 1,013.26 1,012.32 1,010.70 1,007.92 1,008.97 1,007.53 1,006.09 1,009.11 1,001.31 1,001.24 994.82 993.21 992.66 994.34 992.07 987.81 987.75 988.06 1,001.64 1,002.60 998.55 1,000.42 997.37 1,001.75 1,000.67 996.30 993.97 991.79 1,001.19 1,001.19 999.00 997.30 993.95 989.19 985.43 998.81 986.91 982.97 980.90 980.82 978.93 982.14 982.78 980.22 994.65 1,001.36 CL C C CL C CL CL C CL C ST C C CL CL CL CL CL CL CL CL C C CL CL CL CL C C C C CL ST CL CL CL CL CL CL CL CL C C C C CL CL CL C CL C CL CL C CL C CL CL ST CL CL CL C C CL CL CL C CL C C C CL CL CL CL C C C C CL CL CL ST C C CL 296 222 297 289 288 223 221 220 103 165 164 163 161 160 159 145 144 143 142 125 124 123 122 109 108 107 104 C. POZA RICA CALLE PRIV. 2 C. XALAPA C. PRINCIPAL 1,021.01 1,022.50 1,025.98 1,025.67 1,026.89 1,028.70 CL CL CL CL ST CL C C 286 285 287 283 1,031.01 CL 1,021.00 1,014.44 1,019.25 1,015.11 1,020.74 1,020.32 1,020.29 1,020.32 1,020.85 1,025.73 1,022.57 1,022.93 1,020.15 1,020.78 994.99 996.41 995.19 999.33 995.22 994.80 994.89 988.38 997.76 999.69 993.07 993.14 988.38 988.38 995.74 992.05 1,010.04 1,000.44 1,003.67 1,005.95 1,005.53 1,007.35 1,011.06 1,012.95 1,005.95 1,006.80 1,006.32 1,008.36 1,010.51 C CL CL CL C C C C C CL C CL CL CL CL CL C CL CL CL CL CL CL CL ST C C CL CL C CL CL C CL C C CL C C CL CL C C CL CL C C ST CL CL C C CL CL CL C CL CL CL C CL CL CL 284 282 281 280 106 101 98 99 102 100 97 96 C. POZA RICA ANDADOR 3 ANDADOR 4 68 C. 3 S/N PROL. INDEPENDENCIA 988.45 945.56 82 77 989.21 989.44 997.75 995.23 988.63 982.82 992.11 996.67 1,000.64 975.74 975.15 974.87 977.78 978.50 976.07 977.23 985.42 980.65 982.79 980.40 CL CL CL CL C CL CL CL L CL C CL CL C CL CL CL CL C C C CL CL CL 970.52 968.76 968.32 969.16 968.32 967.81 969.84 965.22 972.10 961.10 973.87 975.26 968.68 976.22 979.34 982.79 985.98 989.19 992.67 981.28 977.18 972.15 967.16 963.03 958.17 951.77 951.16 943.15 994.31 985.48 997.12 996.88 996.91 995.39 994.22 992.30 989.87 988.02 986.10 999.58 999.62 998.50 997.23 996.19 1,000.98 996.79 984.52 985.57 983.64 971.27 977.25 977.62 978.29 977.18 970.32 CL CL CL C C CL CL CL CL CL CL CL C CL CL C C CL CL C C CL ST C C CL CL CL C C CL C CL CL C C CL CL CL CL CL CL ST ANDADOR ANDADOR ANDADOR ANDADOR C C CL ST CL CL CL CL CL ST C CL C CL C CL CL CL CL CL CL CL CL CL C C C CL CL CL C C ST CL C C CL CL C 139 138 137 136 135 134 131 129 133 132 130 128 127 126 114 113 112 111 88 83 84 76 75 74 73 72 71 70 69 1,014.63 1,016.19 1,014.66 1,014.82 1,005.86 1,010.83 1,008.07 1,006.53 1,006.55 1,008.59 1,010.66 1,013.15 1,010.87 1,002.57 1,011.50 1,011.52 1,011.83 1,008.01 994.62 995.31 998.82 996.85 1,000.33 1,003.71 1,007.97 1,009.88 1,010.05 1,010.89 1,009.94 1,010.07 1,009.62 1,009.06 1,010.19 1,009.12 992.52 C C C C CL CL CL CL CL ST CL CL CL C C C C ST CL CL CL CL CL CL CL CL CL CL CL CL CL C CL ST C C C CL CL C C POSTE T C C CL C CL 1,010.79 970.33 990.98 967.67 969.15 968.54 966.63 965.54 964.70 964.05 970.16 973.87 979.96 983.60 983.72 969.23 968.52 968.54 969.25 988.10 983.83 987.87 990.01 990.79 990.76 992.87 995.04 998.36 988.44 990.73 988.43 987.71 985.10 983.34 980.59 989.19 959.57 976.38 972.78 955.75 957.14 949.52 956.06 958.31 965.65 964.51 CL CL C CL C C ST C CL C C C C C CL CL CL CL CL CL CL CL C C INVACI0N INVACI0N C ST C CL CL CL CL CL CL CL C C CL CL ESCALI ESCALI ESCALI ESCALI C C INVA CL C CL CL CL CL C CL C CL CL C C C CL CL CL CL C ST CL ST CL CL 95 94 93 92 91 90 89 87 86 85 81 30 29 28 27 26 25 24 23 22 21 20 15 16 C. XALAPA C. MORELIA C. LIBERTAD C. IGNACIO ALLENDE 80 1,016.65 1,013.67 1,022.58 1,028.35 1,028.24 1,028.40 1,028.06 1,027.22 1,030.81 991.62 991.07 988.38 990.30 988.38 988.38 1,002.37 1,004.71 1,005.52 1,012.56 1,012.63 1,013.10 1,009.33 1,004.53 1,008.15 1,005.46 1,013.77 992.66 988.38 1,013.00 1,001.51 CL C C CL ST CL C C CL C C CL ST CL C CL CL CL CL CL C C ST CL CL CL CL CL CL CL CL CL CL CL CL CL CL C CL CL CL CL CL 105 67 66 65 64 63 62 C. ZARAGOZA C. DIVISION DEL NORTE 1,030.00 1,016.67 1,018.95 1,018.94 1,019.19 1,019.14 1,019.72 1,018.86 1,026.73 1,022.46 1,031.89 1,030.27 1,031.27 1,032.07 1,012.52 1,011.38 1,010.86 1,008.02 1,012.66 1,012.02 1,011.89 1,010.40 1,007.94 1,011.20 1,011.87 1,011.06 1,008.33 1,008.36 1,008.51 1,001.78 1,006.57 1,007.46 1,008.76 C C CL C C CL ESCALI ESCALI ESCALI CL CL C C CL CL ST C C CL CL CL CL CL C C CL CL C C CL CL ST C CL CL CL C C ST CL CL CL CL C C C CL CL CL CL CL C C 61 60 19 12 11 10 1 2 3 4 C. MORELIA ELEV 1,011.98 992.67 993.15 993.19 993.64 995.01 996.21 991.25 990.54 996.93 996.97 C CL C C C C C CL CL CL CL CL 1,003.30 C C ST 6 7 8 998.61 997.82 997.17 992.07 992.61 993.84 994.27 991.64 991.66 992.59 994.36 994.75 995.22 995.42 994.21 994.22 1,001.45 1,002.88 CL CL C C CL CL CL CL C C ESCALI ESCALI CL CL C C CL CL CL ST 9 13 14 5 DE ESCALINATAS BN. SOBRE MURO CROQUIS DE LOCALIZACION V E L O C I D A D E S: NATURALEZA DEL SITIO DE VERTIDO DATOS BASICOS DE PROYECTO. POBLACION DE PROYECTO 2022. APORTACION.(75% DE LA DOTACION). COEFICIENTE DE PREVISION. GASTO MAXIMO INSTANTANEO. GASTO MAXIMO EXTRAORDINARIO. S I M B O L O G I A. CANTIDADES DE OBRA. N O T A S . SENTIDO DE ESCURRIMIENTO EXCAVACION A MANO EN MATERIAL COMUN CONEXIONES DOMICILIARIAS 200 mm. (8") DE DIAMETRO PLANTILLA CON MATERIAL PRODUCTO DE BANCO POZO DE VISITA COMUN POZO DE VISITA EXISTENTE. NUMERO DE POZO DE VISTA. LOGITUD-PENDIENTE-DIAMETRO. CAJA DE CAIDA ADOSADA A POZO. m - miles. - cm POZO DE VISITA EXPECIAL CAJA CON CAIDA ADOSADA A POZO DE VISITA TUBERIA DE CONCRETO SIMPLE DE: EXCAVACION CON EQUIPO EN MATERIAL COMUN BROCALES Y TAPAS DE CONCRETO PLANTILLA CON MATERIAL PRODUCTO DE EXC. RELLENO COMP. AL 90% CON MAT. DE BANCO ESTRUCTURAS CONEXAS: POZOS DE VISITA COMUN EXCAVACION EN ROCA RELLENO COMP. AL 85% CON MAT. DE EXCAVACION COMPACTADO AL 85% DE SU P.V.S.M Y DE BANCO AL 90%. DE UN POZO DE VISITA. DENTRO DE LOS POZOS. 9.- EL CAMBIO DE DIRECCION Y PENDIENTE EN LA TUBERIA SE HARAN POR MEDIO 6.- EL RELLENO DE LAS ZANJAS SE HARA CON MATERIAL PRODUCTO DE EXCAVACION 3.- LAS ELEVACIONES ESTAN REFERIDAS AL BN-1 CON LA ELEVACION 1,000.00 1.- LAS ELEVACIONES ESTAN EN METROS, Y REFERIDAS AL NIVEL MEDIO DEL MAR. 2.- EL NORTE CONSIDERADO ES EL MAGNETICO 4.- TODA LA TUBERIA A EMPLEAR SERA DE CONCRETO SIMPLE CON JUNTA HERMETICA HERMETICA ( EXCEPTO DONDE SE INDIQUE OTRO MATERIAL ). LA CONSTRUCCION DE SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DE LA C.N.A. 7.- LOS POZOS DE VISITA COMUN Y POZOS CON CAIDA ADOSADA, SE CONSTRUIRAN 8.- LAS CAIDAS LIBRES NO MAYORES DE 50 cms SE HARAN MEDIANTE UNA RAPIDA LINEAMIENTOS INDICADOS EN EL MANUAL DE "ESPECIFICACIONES GENERALES PARA REQUERIDAS PARA LA CONSTRUCCION DE ATARJEAS, SEDEBERAN SEGUIR LOS 5.- PARA LA EJECUCION DE EXCAVACIONES, PLANTILLAS, RELLENOS Y DEMAS OBRAS DE ACUERDO CON LOS PLANOS TIPO mortero cemento minimo de 1 cm 1:3 con espesor Aplanado con Variable - Variable P L A N T A C O R T E B - B POZO CON CAIDA ADOSADA ACARREO Bajada de asbesto cemento, Para "d" de 0.20 m a 0.60 m : D = 1.20 m Acotaciones en cm, excepto las indicadas en B Tabique junteado 28 60 90 B 20 25 Brocal de concreto - apisonado con mortero 1:4 15 27 Concreto simple Pedaceria de tabique de 20 a 25 d concreto o tubo vitrificado otra unidad N O T A S : d25 80 A 25 30 40 20 20 - "d" 120 "D" con vars. de 1" Escalones 20 10 10 Variable 40 28 70 tabique C O R T E A - A A Pedaceria de 20 SISTEMA DE ELIMINACION FORMULAS EMPLEADAS GASTO MINIMO. GASTO MEDIO. G A S T O S: VELOCIDAD MINIMA. VELOCIDAD MAXIMA. DOTACION. SISTEMA. Variable 200 0.90 0.60 P O Z O "A" Escalones con var. 1" 1.20 Aplanado 1:3 CORTE A-A Acotaciones en metros N O T A S: P L A N T A mayores de 2.50 m. menores de 2.50 m y mayores e iguales a El pozo tipo "B" se usara para profundidades El pozo tipo "A" se usara para profundidades 0.20 0.90 1.10 m. A CORTE B-B Losa de 10x20 Esta figura es copia del plano V.C. 1985 de las Normas de Proyecto para Obras de Alcantarillado Sanitario en localidades Urbanas de la Republica Mexicana, de la extinta S.A.H.O.P. Var. C CORTE C-C 0.25 1.20 C 1.76 P L A N T A - - - con mortero 1:3 Mamposteria de piedra 0.25 B 0.25 A Aplanado con mortero 1:3 Espesor minimo de 1 cm - 0.25 0.28 - POZO DE VISITA COMUN RED DE ARTAJEA Variable B 0.25 CAIDA LIBRE A POZO. COLECTOR EXISTENTE. COTA DE TERRENO. COTA DE PLANTILLA. Espesor minimo de 1 cm Aplanado con mortero 1:3 P O Z O "B" 1.20 1.76 Brocal de concreto Variable - 354 89 m3 m3 8,440 3,778 m 2,320 m3 m3 194 1,360 314 314 jgos. cajas pzas. pozos 8,012 m3 SEPARADO DE AGUAS RESIDUALES. 7.23 l/p/s. 53.37 l/p/s. 35.58 l/p/s. 14.46 l/p/s. GRAVEDAD. HARMON Y MANNING. 0.60 m/s. 3.00 m/s. 1.50 PLANTA DE TRATAMIENTO. 277.00 l/h/d. 207.75 l/h/d. 8,445 hab 2,208 9,017 m3 1,004 m3 m3 ROJO AZUL MAGENTA AMARILLO CYAN VERDE BLANCO EL RESTO DE PUNTOS DE PLOTEO: 6 1.22 16 1233.19 1231.97 PROFUNDIDAD. 63.55-10-76 7 10 9 8 GRIS 11 1 3 2 5 4 0.30 0.05 0.25 0.11 0.50 0.15 0.10 0.35 0.20 0.20 0.13 0.25 E S C A L A G R A F I C A E S C A L A G R A F I C A m e t r o s m e t r o s 100 ESC. 1:1,000 Paramento de la vivienda Ancho de banqueta hermetica P L A N T A Tubos de concreto de 15 cm (6") d, con junta se retirará al conectar el albañal interior Tapón de tabique con mezcla pobre que Registro con muros de tabique de 14 cm aplanado con mortero cemento arena 1:3 y tapa de concreto con marco de fierro DETALLE 1 de banqueta Guarnición 40 cm Paramento de la vivienda Ancho de banqueta Junta de asfalto ram-nek o synco-flex DESCARGA DOMICILIARIA DE AGUAS NEGRAS CONEXION ECOLOGICA DE ALBAÑAL A T A R J E A y mayores Tubo de d 20 cm ACOTACION EN CM. o similar, terminar por el exterior con junta de cemento-arena 1:3 drenaje con taladro y broca de Perforacion transversal en el tubo de diamante de 21 cms. (8 1/4") de d 15 Slant de 15cm. Codo de 45° Dirección de la corriente S/ESC. se retirará al conectar el albañal interior Tapón de tabique con mezcla pobre que del predio Cimentación Albañal interior ATARJEA Slant de 15cm. PEDIENTE 15 22.5 Albañal exterior de banqueta Guarnición Registro PERFIL POR EJE Pendiente mínima 2 % d 15 cm. (6") Codo de 45° 60 cm. 60 cm. 1027.43 1011.08 1.14 996.59 1.12 37-138-20 995.75 1.13 1027.52 1026.34 1011.86 1.15 1005.89 3.68 1000.76 985.38 1.13 983.37 1.14 983.38 965.77 3.63 952.81 1.14 950.13 1011.47 1.68 1008.20 1008.14 2.61 1009.61 1.13 987.32 968.15 963.24 2.41 947.31 1.14 927.42 1.14 COLECTOR PAPAS 1 927.12 C. MORELOS A LA RED DE LA COL. DOLORES HIDALGO (Ver plano RED-DH-16/2) A LA RED DE LA COL. DOLORES HIDALGO (Ver plano RED-DH-16/2) 989.90 985.80 1.26 1.22 950.89 949.75 1.14 949.56 947.28 26-95-20 2.28 10.5-275-20 944.78 140A 140B 1.18 993.17 1.14 991.21 3.10 989.30 3.95 CANAL EXISTENTE 937.61 938.34 945.25 1.16 1.86 935.33 1.82 933.93 4.16 932.23 3.32 930.79 2.01 3.71 928.04 3.67 37-90-20 930.60 929.46 1.14 928.63 1.97 1.13 942.74 179 A 972.46 971.33 1.13 969.51 2.95 11.5-5-20 969.45 3.08 945.67 939.97 1.56 3.46 20-4-20 1005.46 1004.32 1.14 80A 985.93 2.17 994.88 1.91 968.77 2.13 969.64 1.17 971.75 2.15 968.48 967.32 1.16 27-4-20 197A 982.35 981.21 1.14 27-4-20 986.44 2.70 148A 33-85-20 997.44 996.30 1.14 302A 1.13 4.78 989.64 1.14 969.19 1.14 1.22 981.00 1.15 1.53 1.13 973.42 1.73 10-115-20 10.5-115-20 74A 966.24 963.02 960.52 3.22 5.72 75A 957.79 955.90 953.40 4.39 1.89 8-114-20 954.48 952.49 949.99 4.49 1.99 75B 8-114-20 8-114-20 948.67 945.90 944.24 4.43 2.77 7.5-113-20 943.39 2.17 76A 26-178-20 950.28 949.15 1.13 42A 948.99 1.29 A' \A1;ENCAMISADO DE CONCRETO \fTimes New Roman|b1|i1|c0|p18;\LPERFIL POR EL EJE DE LA TUBERIA DEL CRUCE \fTimes New Roman|b1|i1|c0|p18;\LCORTE A - A' N.A.M.E. L C N.F.C. A C L \A1;Plantilla de Concreto f 'c = 100 kg/cm Malla electrosoldada E6-6/4-4 Arropamiento de Concreto \A1;Plantilla de Material Granular Apisonado Bien Graduado de f 'c = 200 kg/cm 2 Compactado al 95% Relleno con Material de Banco Fondo del Cauce 47 dINT. 10 \A1;5 10 0.25 1.0 EXCAVACION TALUD DE 27 10 C L Variable 2 Tubería de concreto simple SECCION CONSTRUCTIVA EN CRUCES CON CAUCES A CIELO ABIERTO S/ESC. ACOTACION EN CM. CALLES EN TERRACERIA 0.1 De 0.05 PROFUNDIDAD H d EXT. VARIABLE SECCION CONSTRUCTIVA EN ZANJA ACOTACION EN CM. S/ESC. CALLES PAVIMENTADAS ANCHO 8 6 Pulg. cm. 20 15 DIAMETRO NOMINAL cm. 10 70 75 cm. 7 PLANTILLA b e RELLENO COMPACTADO AL 85 % PROCTOR CON CARPETA ASFALTICA BASE HIDRAULICA TERRENO NATURAL MATERIAL DE EXCAVACION MAT. DE EXC. SELECCIONADO PLANTILLA CON ANCHO B INT. d L C B ANCHO d INT. L C d EXT. 0.1 De 0.05 0.075 VARIABLE 0.20

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

Children heroes, Cm., Bench width, Housing, Current direction, Housing, Mortar, Concrete lid with iron frame, Registration with cm wall walls, Septum cap with poor mix, Will be removed when connecting the interior sewer, Cm tube, Garrison, Of bench, Bench width, Hermetic, greater, Elbow, Slant of, Cm with gasket, Concrete tubes of, Ecological connection of sewage, Domestic sewage discharge, Dimension in cm., Septum cap with poor mix, Will be removed when connecting the interior sewer, Diamond of cms. from, Transverse drilling in the, Drainage drill, Board of, Finish on the outside with, Asphalt joint, Interior sewer, Foundation, Of the property, detail, Cm., Axis profile, Minimum slope cm., Garrison, Of bench, Exterior masonry, registry, Pedestal, Stalls, Slant of, Elbow, Construction section in trench, Dimension in cm., Int., Int., depth, width, paved roads, Streets in terraceria, In., nominal, diameter, width, Ext., Cm., template, Cm., Cm., width, Template with, Mat. Of exc. selected, Excavation equipment, Ext., Dump filler, With product material, Of excavation, To the proctor with, compacted fill, Hydraulic base, Asphalt folder, natural terrain, variable, Construction section in trench, Dimension in cm., Int., Int., depth, width, paved roads, Streets in terraceria, In., nominal, diameter, width, Ext., Cm., template, Cm., Cm., width, Template with, Mat. Of exc. selected, Excavation equipment, Ext., Dump filler, With product material, Of excavation, To the proctor with, compacted fill, Hydraulic base, Asphalt folder, natural terrain, variable, Construction section in trench, Dimension in cm., Int., Int., depth, Streets in terraceria, Ext., paved roads, Template with, Mat. Of exc. selected, Excavation equipment, Cm., width, In., Cm., nominal, diameter, width, Cm., template, width, Ext., variable, natural terrain, Hydraulic base, Asphalt folder, To the proctor with, compacted fill, variable, Post c.f.e., av. independence, C. Children heroes, C. Porfirio Diaz, Street, Priv. J. Ortiz de dominguez, Containment, Street, C. Josefa ortiz de dom., Bn on wall, Elev., spout, Priv. from the valley, C. Priv. of April, C. Josefa ortiz de dom., channel, channel, Street, Escali, C. Children heroes, C. Josefa ortiz de dom., C. Miguel Hidalgo, Elev., cabbage. independence, C. California gardens, C. Benito diaz, C. Josefa ortiz de dominguez, And, walker, water tank, C. Miguel Hidalgo, post, post, C. Sor Juana Ines De La Cruz., Elm street, C. Juan de la luz enriquez, walker, battery, C. of April, C. Josefa ortiz de dom., channel, C. Insurgents, Prol. ebony, channel, cane, channel, channel, channel, Priv. Saragossa, Escali, Escali, C. of September, C. Miguel Hidalgo, Warrior, channel, Escali, av. independence, C. Children heroes, Esc., Escali, C. Emiliano Zapata, C. Hernandez, C. San Francisco, Street, B.n. on, C. Of the pine, Walk, Street, Valley walker, C. Hernandez, battery, battery, Walk, C. rich pool, Private street, C. Xalapa, C. principal, C. rich pool, walker, Prol. independence, walker, post, Escali, Inva, C. Xalapa, C. Morelia, C. freedom, C. Ignacio Allende, C. Saragossa, C. Northern division, Escali, C. Morelia, Elev, Escali, Of stairs, Bn. On wall, localization map, Nature of the discharge site, Basic project data., Project population, of the, Coefficient of forecast., Maximum instantaneous expenditure., Extraordinary maximum expense., amounts of work., Sense of runoff, Hand excavation in common material, Home connections, Mm. diameter, Template with material bank product, Common visit well, Existing well., Well number of sight., Box of fallen adjoining well., Thousands. Cm, Expecial visit well, Box with adjoining fall well of visit, Single concrete pipe from:, Excavation with equipment in common material, Concrete slabs, Template with material ex., Filling comp. To with mat. Bank, Related structures:, Common wells, Rock excavation, Filling comp. To with mat. Of excavation, Compiled to the one of its p.v.s.m of bank to the, Of a well., Inside the wells., The change of direction of slope in the pipe will be done by means of, The filling of the ditches will be made with material excavation product, The elevations are referred to with the elevation, The elevations are in reference to the average level of the sea., The north considered is the magnetic, All the pipe used will be of simple concrete with hermetic seal, Hermetic unless otherwise indicated., The construction of drinking water sewer systems of the c.n.a., Common wells with fallen wells will be built, Free falls not greater than cms will be done by a r

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot, Garden / Park
Tags	accordance, autocad, calculation, Design, DWG, full, kläranlage, manholes, Project, Sanitary, sewer, sewers, standards, system, treatment plant

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