Sanitary Sewer Zihuateutla DWG Block for AutoCAD

Sanitary Sewer Zihuateutla DWG Block for AutoCAD

sewerage network in the town of Zihuateutla, located in the Municipality of Zihuateutla, Pue.

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

Project data, Sanitary sewer construction, Population, Project ion, density, population, Ineal, endowment, (I.e., Coefficient of, Length of the, system of, ….., speed, Minimal, speed, Maximum, Project expenses, Medi, minimum, maximum, Inst., Maximum ext., Forecast coefficient, Hab., Hab, Lts, day, Hab., Project data, Sanitary sewer construction, Population, Project ion, density, population, Ineal, endowment, (I.e., Coefficient of, Length of the, system of, ….., speed, Minimal, speed, Maximum, Project expenses, Medi, minimum, maximum, Inst., Maximum ext., Forecast coefficient, Hab., Hab, Lts, day, Hab., Lts, day, separated, Sec., Sec., Manning harmon, Lts, Lts, Sec., Lts, Sec., Lts, Sec., constructive section, From cm on the back of the tube., Body trial, In rural areas the filling is allowed, Alcant. sanitary:, Be of material product of the excavation, The filling of the rest of the must, Of compacted to the proctor., Product of free excavation, The embossed filler should be of material, The template must be of fine material, Location of pipelines in roads, dimensions, Proper ing. According to the conditions, When this is not possible, as you may consider, Levels with the water pipes, Of the road will have a preferred, Sanitary sewer pipes should be installed at the, Road, Of the project., unscaled, Cms., cut, Sanitary ware diameter, Sewage pipe, variable, template, variable, pipeline, The proctor, Harnessed, filling, Proctor, Compacted to, filling, unscaled., Dimensions in cms., Compacted to the proctor., Tamped, minimum, variable, variable, Flush, Quota of, manhole, All dimensions are in meters, Wall template, Max., Cast of, effluent, Influential, Influential, pavement, Elevation of, See detail of brocal tapa, Simple concrete foundation with waterproofing, Should be m. Below the natural terrain., Between the pipe and the mortar ring., Simple concrete ring, In areas not the level of the brocal fo cap. Fo., All concrete mortars should be made with, Visit with external mortar coating some other sealant, Pvc adapters must be used to connect the, Medium cane made of simple concrete up to, Integral up to m. On the back of the pipe, Stalks, effluent., Cement type ii, For influential pipelines., The axis of the effluent pipeline., Of m. Wide, With material in brena, template, Cut b ‘, Specifications, Simple concrete ring, Blind flap lid fo. Fo. Of kg. With caption cespm, Meters of mortar, Sand supply with integral waterproofing of two, Brick wall flattened interior mortar, Stabilization of template, Chamfers to the side, Top of the pipe, welded Mesh, Of caliber, diameter, Brocal cap fofo. Of grid, With hinges of kg., Kg. cap of, Plant cut, variable, Partition wall, cut, variable, Flattened with mortar, Cement with, Minimum thickness of cm., unscaled., For es, For es, Dimensions in cms., Notes:, Simple concrete, Decrease of pvc., variable, Simple concrete foundation with waterproofing, All dimensions are in meters, Cast of, Wall template, Should be m. Below the natural terrain., Integral up to m. On the back of the pipe, Pvc elbow astm, Fixing base of aluminum slab grinding, Visit with external mortar coating some other sealant, Between the pipe and the mortar ring., All concrete mortars should be made with, In areas not the level of the brocal fo cap. Fo., Simple concrete ring, Pvc adapters must be used to connect the, Cement type ii, For influential pipelines., Pvc sanitary tee astm, effluent., Stalks, Of m. Wide, Influential, Elevation of, pavement, Influential, See detail of brocal tapa, Simple concrete ring, Meters of mortar, Sand supply with integral waterproofing of two, Specifications, Blind flap lid fo. Fo. Of kg. With caption cespm, Brick wall flattened interior mortar, Chamfers to the side, Top of the pipe, Cut b ‘, With material in brena, Stabilization of template, diameter, welded Mesh, Of caliber, template, Asbestos reduction, Partition wall, Simple concrete, variable, Maximio, variable, Partition wall, Cut to ‘, variable, Flattened, Vars from, Steps with, Concrete crusher, cast iron, Glazed tube., Rammed, Access zihuateutla, Area for the foza, Mojonera, stairs, clinic, sewer, Shore road, Street children heroes, sewer, Fuck me, farm, church, school, Access zihuateutla, registry, court, Alber

Raw text data extracted from CAD file:

DATOS DE PROYECTO CONSTRUCCUON DEL ALCANTARILLADO SANITARIO DE ZIHUATEUTLA, PUE; Poblac ión de Proyecto ……………………………………… …. Densidad de Población L ineal ……………… ………………... . Dotación …………………………… ……………………... ......... Coeficiente de Aportación………………………………… ….. . Aportación………………………………………… ………… … Longitud de la R ed………………… ……………………… …... Sistema de Eliminación………………… …………………... ..... Velocidad Mínima ………………………… …………………… Velocidad Máxima …………………… ………………………… Formulas……………………………………………………… … GASTOS DE PROYECTO Q Medi o = 150*0.75*1690 =……………………………… …… 86400 Q Mínimo = 2.20052 =…………………………………… …… 2 Q Máximo Inst. = ( 1 + ( 14 ) ) =………… … …… 4 + ( 1.690 ) 1/ 2 Q Máximo Ext. = 1.50 * 8. 36198=…………………………… ...…… Coeficiente de Previsión o Seguridad…………… ……………... 1690 Hab. 0.2312 Hab . / M 150 Lts . / Día / Hab. DATOS DE PROYECTO CONSTRUCCUON DEL ALCANTARILLADO SANITARIO DE ZIHUATEUTLA, PUE; Poblac ión de Proyecto ……………………………………… …. Densidad de Población L ineal ……………… ………………... . Dotación …………………………… ……………………... ......... Coeficiente de Aportación………………………………… ….. . Aportación………………………………………… ………… … Longitud de la R ed………………… ……………………… …... Sistema de Eliminación………………… …………………... ..... Velocidad Mínima ………………………… …………………… Velocidad Máxima …………………… ………………………… Formulas……………………………………………………… … GASTOS DE PROYECTO Q Medi o = 150*0.75*1690 =……………………………… …… 86400 Q Mínimo = 2.20052 =…………………………………… …… 2 Q Máximo Inst. = ( 1 + ( 14 ) ) =………… … …… 4 + ( 1.690 ) 1/ 2 Q Máximo Ext. = 1.50 * 8. 36198=…………………………… ...…… Coeficiente de Previsión o Seguridad…………… ……………... 1690 Hab. 0.2312 Hab . / M 150 Lts . / Día / Hab. 0.75 112.50 Lts . / Hab./ Día 7366.59 m. Separado 0.60 m . / seg. 5.00 m. / seg. Manning y Harmon 2.20052 Lts . /seg. 1.1003 Lts . / seg. 8.36198 Lts . / seg. 12.54297 Lts . / seg. 1.50 SECCION CONSTRUCTIVA PARTIR DE 30 CM SOBRE EL LOMO DEL TUBO. VOLTEO, A JUICIO DEL ORGANISMO OPERADOR, A EN ZONAS RURALES SE PERMITE EL RELLENO A ALCANT. SANITARIO: SER DE MATERIAL PRODUCTO DE LA EXCAVACION EL RELLENO DEL RESTO DE LA ZANJA, DEBERA DE PIEDRAS, COMPACTADO AL 90% PROCTOR. PRODUCTO DE LA EXCAVACION O DE BANCO, LIBRE EL RELLENO ACOSTILLADO DEBERA SER DE MATERIAL LA PLANTILLA DEBERA SER DE MATERIAL FINO LOCALIZACION DE TUBERIAS EN VIALIDADES >45 20-45 (cm) DIMENSIONES ADECUADO EL ING. PROYECTISTA, DE ACUERDO A LAS CONDICIONES CUANDO NO SEA POSIBLE LO ANTERIOR , O COMO CONSIDERE MAS RESPECTA A NIVELES CON LAS TUBERIAS DE AGUA POTABLE, SALVO EJE DE LA VIALIDAD Y TENDRAN PREFERENCIA DE PASO POR LO QUE LAS TUBERIAS DE ALCANTARILLADO SANITARIO DEBERAN INSTALARSE AL 150 150 L C VIALIDAD d FISICAS DEL PROYECTO. SIN ESCALA ACOTACIONES CMS. CORTE B-B' SANITARIO DIAMETRO "d" TUBERIA ALCANTARILLADO VARIABLE VARIABLE VARIABLE 150 120 (cm)min h d h(minimo) A PLANTILLA VARIABLE TUBERIA "D" AL 90% PROCTOR ACOSTILLADO RELLENO 95% PROCTOR COMPACTADO AL RELLENO SIN ESCALA. ACOTACIONES EN CMS. COMPACTADO AL 95% PROCTOR. APISONADO. 10 MINIMO VARIABLE D 30 VARIABLE RASANTE COTA DE POZO DE VISITA TODAS LAS ACOTACIONES SON EN METROS PLANTILLA Y MUROS 0.60 MAX. COLADO DE 0.76 A 1.07 EFLUENTE 8 5 0.05 0.10 5 INFLUENTE 0.20 0.91 0.20 2.10 2.40 1.50 4 0.15 0.05 7 6 0.28 8 3 INFLUENTE 5 PAVIMENTO ELEVACION DE VER DETALLE DE BROCAL Y TAPA 2 1 4.- CIMENTACION DE CONCRETO SIMPLE CON IMPERMEABILIZANTE DEBERA SER 0.10 m. POR DEBAJO DEL TERRENO NATURAL. ADECUADO ENTRE LA TUBERIA Y EL ANILLO DE MORTERO. 7.- ANILLO DE CONCRETO SIMPLE f'c= 210 kg/cm2. 10.- EN ZONAS NO PAVIMENTADAS, EL NIVEL DEL BROCAL Y TAPA DE FO. FO. 9.- TODOS LOS CONCRETOS Y MORTEROS DEBERAN SER ELABORADOS CON VISITA CON RECUBRIMIENTO EXTERIOR DE MORTERO O ALGUN OTRO SELLADOR 8.- SE DEBERAN UTILIZAR ADAPTADORES DE PVC PARA ENTRONCAR A LOS POZOS DE 6.- MEDIA CANA A BASE DE CONCRETO SIMPLE f'c= 210 kg./cm2. HASTA INTEGRAL f'c.= 210 Kg./cm2. HASTA 0.10 m. SOBRE LOMO DE LA TUBERIA 5.- ATARJEAS EFLUENTE. CEMENTO TIPO II PARA LAS TUBERIAS INFLUENTES. EL EJE DE LA TUBERIA EFLUENTE. DE 0.10 m. DE ANCHO CON MATERIAL EN BRENA (revestimiento) B' 1.50 PLANTILLA 2.10 2.40 CORTE B - B' ESPECIFICACIONES ANILLO DE CONCRETO SIMPLE f'c=210 Kg./cm2. 1.- BROCAL Y TAPA CIEGA DE FO. FO. DE 36" DE 110 Kg. CON LEYENDA CESPM METROS DE ESPESOR, Y JUNTEADO CON MORTERO 1:3 ARENA PROPORCION 1:2 CON IMPERMEABILIZANTE INTEGRAL DE DOS CENTI- 3.- MURO DE LADRILLO APLANADO INTERIOR Y EXTERIOR MORTERO CEMENTO- 2.- 0.40 0.15 0.20 ESTABILIZACION DE PLANTILLA CHAFLANES HASTA LA PARTE SUPERIOR DE LA TUBERIA MALLA ELECTROSOLDADA DE 6"x 6", CALIBRE 10 1/2 Diametro 0.30 0.15 B BROCAL Y TAPA DE Fo.Fo. DE REJILLA Y CON BISAGRAS DE 189 kg. (BROCAL 72 kg. Y TAPA DE 89 kg.) PLANTA CORTE E - E D VARIABLE 10 20 PEDACERIA DE TABIQUE 120 " D " " d " 20 CORTE D - D VARIABLE VARIABLE 0.70 APLANADO CON MORTERO DE CEMENTO 1:2 CON ESPESOR MINIMO DE 2 cm. 20 E 60 20 E SIN ESCALA. PARA " d " ES 0.20m. A 0.50m. D= 1.20m. PARA " d " ES 0.76m. A 1.07m. D= 1.50m. ACOTACIONES EN CMS. NOTAS: 70 80 1.- 2.- 3.- 4.- D DE 20 A 25 CONCRETO SIMPLE 10 20 30 DE 20 A 25 BAJADA DE PVC. 20 VARIABLE 200 4.- CIMENTACION DE CONCRETO SIMPLE CON IMPERMEABILIZANTE TODAS LAS ACOTACIONES SON EN METROS COLADO DE PLANTILLA Y MUROS 6 0.20 1.80 1.20 0.15 4 DEBERA SER 0.10 m. POR DEBAJO DEL TERRENO NATURAL. INTEGRAL f'c.= 210 Kg./cm2. HASTA 0.10 m. SOBRE LOMO DE LA TUBERIA 6.- CODO DE PVC SANITARIO ASTM D-3034. 8.- FIJACION A BASE DE SOLERA DE ALUMINIO Y BARRENANCLAS VISITA CON RECUBRIMIENTO EXTERIOR DE MORTERO O ALGUN OTRO SELLADOR ADECUADO ENTRE LA TUBERIA Y EL ANILLO DE MORTERO. 11.- TODOS LOS CONCRETOS Y MORTEROS DEBERAN SER ELABORADOS CON 12.- EN ZONAS NO PAVIMENTADAS, EL NIVEL DEL BROCAL Y TAPA DE FO. FO. 9.- ANILLO DE CONCRETO SIMPLE f'c= 210 kg/cm2. 10.- SE DEBERAN UTILIZAR ADAPTADORES DE PVC PARA ENTRONCAR A LOS POZOS DE CEMENTO TIPO II PARA LAS TUBERIAS INFLUENTES. 7.- TEE DE PVC SANITARIO ASTM D-3034. EFLUENTE. 5.- ATARJEAS DE 0.10 m. DE ANCHO INFLUENTE 5 0.20 ELEVACION DE PAVIMENTO 7 8 8 0.60 0.28 10 INFLUENTE 5 VER DETALLE DE BROCAL Y TAPA 2 3 1 5 ANILLO DE CONCRETO SIMPLE f'c=210 Kg./cm2. METROS DE ESPESOR, Y JUNTEADO CON MORTERO 1:3 ARENA PROPORCION 1:2 CON IMPERMEABILIZANTE INTEGRAL DE DOS CENTI- ESPECIFICACIONES 1.- BROCAL Y TAPA CIEGA DE FO. FO. DE 24" DE 110 Kg. CON LEYENDA CESPM 3.- MURO DE LADRILLO APLANADO INTERIOR Y EXTERIOR MORTERO CEMENTO- 2.- CHAFLANES HASTA LA PARTE SUPERIOR DE LA TUBERIA CORTE B - B' 0.40 2.10 1.80 0.20 0.15 1.20 CON MATERIAL EN BRENA (revestimiento) ESTABILIZACION DE PLANTILLA 1/2 Diametro MALLA ELECTROSOLDADA DE 6"x 6", CALIBRE 10 PLANTILLA B' 0.30 0.15 0.10 B 7 BAJADA DE ASBESTO CEMENTO,CONCRETO PEDACERIA DE TABIQUE CONCRETO SIMPLE VARIABLE 200 MAXIMIO 20 VARIABLE PEDACERIA DE TABIQUE CORTE A - A' 120 d 27 15 20 20 VARIABLE 390 25 20 25 40 40 APLANADO 1:3 VARS. DE 1"d ESCALONES CON 90 60 28 BROCAL DE CONCRETO O FIERRO FUNDIDO O TUBO VITRIFICADO. APISONADA DE 20 A 25 d DE 20 A 25 d 70 951.35 2.00= 1.70= 942.79 =3.23 972.07 =2.11 978.18 =1.25 980.72 954.59 =1.53 1.25= 960.48 945.14 =3.16 943.28 =1.25 942.81 =1.25 942.85 =1.26 943.12 =1.24 3.78= 983.68 979.02 2.21= 979.25 2.15= 977.42 2.17= 975.39 2.26= 973.88 1.25= 967.50 1.25= =3.59 963.18 =4.12 966.66 =2.86 981.43 =3.27 976.16 =1.25 969.53 967.37 =1.26 963.97 1.25= 963.43 1.25= =1.25 953.84 =1.76 953.82 1.26= 953.62 1.47= 953.61 3.45= 962.33 =3.65 958.28 1.25= 955.46 1.62= 955.43 1.32= 955.40 976.17 =2.25 952.04 =1.25 953.90 =3.58 981.38 =1.25 965.59 =3.89 980.83 =1.25 979.47 =1.26 971.77 =3.69 968.76 3.42= 961.78 =4.27 955.13 =3.22 953.57 =1.25 952.66 =1.26 952.72 =1.84 952.76 =1.71 955.10 =2.50 958.19 =3.63 000.00 =1.20 965.19 =2.79 968.43 =3.36 970.61 =3.28 970.66 =1.25 962.76 =1.26 961.74 =1.25 954.61 =1.25 954.83 =1.25 956.90 =1.26 959.97 =1.25 959.40 =1.82 960.23 =1.25 965.86 =4.20 974.10 2.11= 956.57 =2.35 956.80 3.22= 956.73 2.43= 956.75 2.80= 968.01 962.08 3.55= 969.06 4.20= 959.92 1.25= 962.83 =1.25 983.74 =2.49 967.34 7.71= 967.38 1.54= 000.00 1.20= 968.24 1.25= 969.25 1.73= 970.47 =3.51 973.86 2.52= 978.64 2.89= 1.25= 982.89 970.31 =1.67 967.48 =1.25 968.07 =1.25 967.42 =1.49 967.48 =1.25 982.41 =1.76 982.35 =1.25 956.84 2.55= 956.87 2.06= 959.17 1.25= 958.54 1.25= 959.58 1.25= 961.40 1.27= 961.98 1.24= 962.33 1.25= 962.58 1.27= 963.20 1.25= 978.69 4.24= 966.88 3.84= 965.22 1.59= 962.49 3.02= 961.53 =1.26 969.14 1.25= 961.64 1.25= =1.25 960.84 =1.27 961.27 =1.84 962.93 =3.60 974.62 =3.57 987.70 998.69 =3.93 978.24 =2.74 959.28 =3.37 965.35 3.62= 966.50 3.08= 953.37 1.25= 945.60 959.15 =1.47 959.17 =1.25 982.32 1.25= 1.25= 987.20 985.04 4.78= 976.06 3.54= 975.02 963.63 3.82= 3.18= 957.77 3.37= 952.11 1.25= 944.35 =2.83 947.15 =1.84 945.36 =4.32 947.14 978.41 1.26= 952.78 1.25= 980.12 981.90 1.25= =2.15 982.59 =1.27 991.28 =4.09 986.96 =3.44 983.35 =3.14 977.39 =4.05 971.04 =3.64 966.08 =1.25 963.73 1.25= 962.29 =1.25 963.73 =1.25 964.28 =1.25 965.95 1.25= 974.76 1.78= 970.51 =1.56 971.47 =1.84 979.67 995.75 =1.25 994.68 =1.36 992.99 =1.25 991.72 1.26= 986.13 =1.25 990.23 =1.36 988.60 =1.25 988.00 1.25= 982.44 =1.25 985.32 =1.83 983.74 1.91= 976.85 =3.67 956.16 =2.20 961.57 =2.36 963.57 =1.49 964.56 =1.25 965.61 =1.75 967.31 =1.49 966.90 =1.25 966.64 =1.24 966.59 =1.59 966.55 =2.50 966.53 =2.90 955.22 =3.92 951.00 =2.46 945.02 =2.71 949.41 =3.11 955.05 =3.10 960.41 3.32= 974.75 =1.25 973.52 =1.25 972.86 =1.53 970.09 =3.22 967.51 =2.57 979.19 =3.08 987.18 =2.68 1.25= 953.09 1.25= 953.31 4.00= 969.59 1.25= 968.80 =1.27 970.47 =3.36 =2.97 977.32 2.78= 1.26= 975.35 1.26= 974.40 =1.26 973.80 2.56= 982.61 1.47= 982.56 1.25= 982.33 1.25= 982.16 1.25= 981.52 1.25= 979.97 1.77= 976.14 3.88= 967.67 2.62= 955.57 2.47= 961.78 965.63 2.36= 967.84 2.83= 966.48 2.63= 966.45 =3.09 962.28 3.76= 968.70 2.65= 972.11 3.17= 974.60 976.97 1.25= 977.00 1.25= 995.43 984.53 1.25= 995.01 1.54= 994.97 1.25= 994.36 =1.25 992.30 1.26= 990.43 988.88 1.25= 985.39 =1.75 982.79 1.75= 982.84 1.67= 982.88 1.74= 982.91 1.63= 982.94 1.50= 982.97 1.25= 982.99 982.75 =2.34 982.71 =3.91 982.69 =4.26 982.66 =4.10 982.63 =3.14 942.56 1.25= 949.03 1.93= 960.11 3.55= 951.65 4.10= 942.38 1.25= 942.23 1.26= 942.20 1.26= 942.17 1.41= 942.08 1.25= 941.37 1.25= 940.35 1.26= 939.29 1.80= 938.60 1.25= 938.57 2.60= 938.50 2.33= 938.45 1.54= 938.43 1.26= 938.39 1.52= 937.29 1.67= 935.91 935.88 935.82 935.77 935.69 1.66= 935.52 =1.25 935.47 3.25= 935.41 2.90= 935.37 934.62 933.56 933.19 931.88 931.07 930.49 929.23 1.51= 929.08 =1.38 924.59 1.38= 924.62 =1.26 924.76 =1.25 926.35 =1.25 927.31 =1.61 927.34 =1.26 928.07 =1.25 926.53 =1.26 927.91 =1.25 929.12 1.43= 929.15 =1.71 929.27 1.26= 929.49 1.25= 929.88 1.63= 929.93 1.65= 929.96 =1.26 930.06 1.68= 930.10 1.25= 930.43 1.89= 930.48 1.25= 930.95 1.32= 931.35 1.96= =3.48 967.05 =3.08 957.37 =2.10 938.29 =2.70 940.98 =3.22 944.28 =1.25 948.29 2.82= 949.56 =3.54 955.98 =3.27 965.07 =3.58 971.36 =1.25 974.27 1.26= 974.85 =1.75 976.33 =1.25 976.41 =1.31 980.06 =1.25 980.11 =1.26 980.23 980.53 =1.25 =1.25 934.63 =3.05 957.15 1.25= 931.42 =1.25 931.91 =1.25 932.10 4.14= 932.49 =1.26 932.52 =1.27 933.25 =1.26 936.11 =1.25 937.64 =2.11 938.84 =1.26 940.39 =1.26 940.81 =1.27 944.93 =1.25 947.66 =1.25 951.49 =1.25 983.56 =1.79 983.88 =1.25 983.90 =1.25 982.36 =1.20 982.87 =2.80 965.30 =3.80 960.08 =1.25 956.25 =1.54 954.47 =3.47 956.58 =1.20 000.00 944.49 944.06 944.11 944.53 944.36 948.30 982.22 983.78 985.01 985.42 984.12 982.82 981.40 979.59 977.64 975.13 971.98 969.32 968.73 968.92 967.36 965.81 965.06 963.93 961.93 958.36 956.71 957.05 956.72 954.62 953.46 955.37 959.45 961.85 965.85 970.20 969.58 969.31 969.08 981.23 979.17 976.01 974.77 974.39 973.31 970.08 996.68 996.26 996.51 995.61 993.55 992.56 991.69 986.64 984.59 984.55 984.65 984.57 984.47 988.54 985.67 982.79 980.29 977.85 976.61 975.66 975.06 971.74 970.78 970.05 973.59 979.43 988.42 957.48 953.29 975.46 972.18 966.05 958.35 954.82 954.04 954.47 954.34 954.56 966.77 970.78 968.63 965.22 954.56 953.92 957.60 961.82 964.68 965.83 967.98 965.78 971.79 968.75 951.51 947.20 947.73 949.98 952.52 955.48 958.15 960.95 963.73 967.45 979.60 982.27 989.82 989.86 988.45 973.89 971.91 976.21 980.52 987.46 985.65 984.14 953.35 962.65 965.37 968.97 972.46 974.76 977.77 977.42 978.42 978.27 980.98 983.60 984.17 983.69 987.15 964.02 962.99 961.73 959.16 955.08 954.88 955.58 955.09 956.12 955.86 956.08 958.92 961.22 961.48 970.06 973.26 965.63 959.55 969.05 968.25 968.80 968.15 967.88 968.18 969.05 969.43 968.91 969.49 968.73 970.98 973.98 981.48 989.25 989.85 991.59 987.38 961.22 962.09 962.54 963.54 960.02 959.39 958.93 959.79 960.41 960.83 962.67 963.22 963.58 963.85 964.45 964.77 978.22 991.27 1002.62 962.79 965.51 966.81 970.72 982.93 962.89 964.98 969.72 975.09 980.53 986.78 991.05 958.16 992.99 994.24 996.03 997.00 976.38 986.23 964.08 961.17 964.98 965.53 967.20 973.02 976.78 981.51 970.39 971.76 976.18 =2.99 925.97 925.88 926.01 927.60 927.79 929.16 928.91 928.60 929.32 931.74 930.46 930.55 930.86 930.74 930.53 930.74 931.51 931.59 931.22 931.74 931.35 932.32 932.33 933.12 934.49 934.81 935.88 937.44 938.31 940.39 943.68 938.72 936.77 937.35 931.73 932.27 933.31 933.35 933.16 932.67 933.46 971.51 973.01 972.86 974.89 976.99 937.87 938.22 937.32 937.16 938.96 939.90 939.69 939.98 940.83 941.17 939.85 941.09 941.61 942.63 943.33 943.58 943.46 943.49 943.63 943.81 947.50 949.54 952.38 959.52 968.34 974.94 975.52 976.11 978.08 977.66 981.37 981.36 981.49 981.78 983.57 984.81 985.65 985.15 968.10 960.45 970.53 963.88 960.20 957.50 956.01 960.05 977.42 983.61 984.12 981.17 980.51 978.51 977.81 977.24 978.23 981.43 983.82 985.41 986.07 985.99 986.35 986.38 986.61 987.28 952.74 948.91 946.20 942.07 941.65 940.95 938.89 937.37 935.88 934.52 933.78 936.63 987.32 988.10 987.55 987.00 982.49 981.47 980.84 979.75 977.65 975.66 973.22 984.24 984.29 968.42 985.09 960.42 960.62 958.18 955.75 950.96 963.66 971.55 975.30 977.91 980.29 981.22 981.97 982.77 983.41 983.15 983.58 984.03 984.74 985.17 985.77 986.76 986.95 986.62 984.54 982.63 982.08 981.37 980.73 979.67 969.48 acceso a zihuateutla 972.36 =1.25 975.74 =1.25 =1.66 973.23 =1.25 971.61 971.11 =1.90 967.51 4.00= =1.25 971.97 974.41 =1.25 975.88 1.77= 978.49 1.26= 979.54 1.30= 980.16 1.31= 981.09 =1.39 984.95 =2.05 985.01 =2.54 985.04 =3.06 985.07 =2.25 976.98 =1.25 985.10 1.25= 979.91 1.26= 3.75= 973.67 =1.25 975.99 =1.25 976.56 =1.25 977.26 =1.44 979.07 =1.36 980.86 =1.77 982.01 =1.29 983.73 1.25= 984.17 =1.62 982.49 =1.84 980.98 973.61 24.82-101-20 14.75-110-20 958.86 930.00 930.00 980.00 980.00 975.00 975.00 970.00 970.00 965.00 965.00 945.00 945.00 950.00 950.00 955.00 955.00 960.00 960.00 960.00 965.00 970.00 975.00 980.00 18.02 AREA PARA LA FOZA MOJONERA ESCALERAS CLINICA ALCANTARILLA Orilla Camino CALLE NIÑOS HEROES ALCANTARILLA FCO.I.MADERO GRANJA Iglesia Iglesia Escuela 18.10-2-20 10.26 56.87-32-20 69.16- 6-20 41.55-25-20 41.72-40-20 40.20-37-20 10.00-107-20 15.40-110-20 16.94 3.34 5.84 10.21 18.68 19.61 18.60 19.12 13.36-95-20 14.78-110-20 10.20-59-20 34.00-55-20 28.09-41-20 31.60-110-20 37.67-110-20 27.06-110-20 8.75-110-20 7.60-110-20 29.24-109-20 24.60-68-20 9.16-60-20 23.62-38-20 9.12-110-20 8.40-110 -20 13.40-56-20 14.20-38-20 81.35-29-20 27.60-82-20 10.40- 3-20 16.40- 2-20 20.63- 2-20 9.12-110-20 22.53-5-20 24.72-89-20 21.40-110-20 8.72- 110-20 23.48-110-20 7.51-110- 20 8.51-110- 20 12.94-110-20 11.99- 110-20 9.81- 110-20 8.55-110- 20 9.21-110- 20 13.91-110-20 36.27-16-20 14.76-24-20 9.30-27-20 57.94 16.33 25.63-24-20 23.10-02-20 24.22-42-20 13.56-32-20 16.35-53-20 27.60- 2-20 77.68 38.40-67-20 17.68-71-20 14.13-72-20 12.89-94-20 32.10-106-20 21.42-101-20 7.50- 3-20 7.19-110-20 8.22-110-20 7.41-110-20 13.58-110-20 10.38-110-20 12.54-75-20 44.36-75-20 10.27-58-20 12.46-76-20 15.04-83-20 7.64-110-20 8.10-110-20 4.01 2.60 5.95-110-20 7.00-110-20 10.46-110-20 20.00-91-20 13.54-78-20 9.35-70-20 9.59-74-20 7.87-70-20 7.86-66-20 7.66 12.20-76-20 13.62-55-20 10.43-77-20 7.03-91-20 10.21-17-20 19.21-12-25 14.32- 2-20 8.77-2-20 9.99-26-20 13.84-110-20 18.98-110-20 11.94-110-20 8.50-110-20 8.00-2-20 21.14-105-20 9.71-110-20 17.66-110-20 18..02-110-20 9.62- 2-20 14.66- 2-20 11.91- 2-20 10.19- 2-20 20.46- 2-20 16.97- 2-20 11.90-2-20 15.03- 2-20 14.92- 2-20 15.80- 2-20 17.80- 2-20 16.00-3-20 20.71-102-20 26.65-110-20 28.20-55-20 32.61-26-20 40.62-25-20 49.04-42-20 22.42-27-20 17.61- 2-20 11.14-110-20 13.07 52.60- 8-20 20.63- 3-20 16.02-110-20 16.74-110-20 14.97-110-20 6.38-3-20 15.42-110-20 19.36 48.49-61-20 6.19 20.72- 4-20 21.51- 2-20 31.26-110-20 35.80-3-20 13.40-3-20 8.93-3-20 7.50-3-20 11.22-110-20 8.87-110-2 8.14-110-20 9.87-110-20 24.15-3-20 10.30-3-20 31.80-14-20 7.14-110-20 23.76-110-20 8.02-67-20 7.76-110-20 22.12-81-20 14.01- 4-20 11.43-3-20 10.48-110-20 44.03-41-20 8.80-3-20 8.26-3-20 15.49- 3-20 16.26- 3-20 32.71-8-20 17.08-24-20 12.43-2-20 8.43-2-20 6.07-110-20 9.36-110-20 10.77-110-20 6.34-110-20 10.0-110-20 6.30-110-20 26.36- 3-20 12.80-110-20 20.03-58-20 26.30-77-20 12.20- 2-20 6.69-110-20 10.82-110-20 9.19-110-20 14.40- 2-20 6.32-110-20 10.68-110-20 8.07-110-20 8.08-110-20 9.04-110-20 9.53-110-20 21.00- 2-20 22.70 16.61 8.00-13-20 11.97-49-20 21.80- 2-20 15.37-89-20 28.60- 2-20 13.22-62-20 9.22-110-20 6.70-110-20 10.31-110-20 8.69-110-20 12.98 5.03 16.61 20.31-110-20 28.75-110-20 13.70-110-20 9.24-110-20 8.25-110-20 7.51-110-20 8.42-109-20 18.05-93-20 9.09-19-20 10.02-110-20 12.99-110-20 11.20-110-20 13.58-49-20 7.28-110-20 11.47-110-20 11.90-110-20 6.11-110-20 6.15-110-20 7.60-110-20 7.49-110-20 7.91-110-20 6.43-110-20 10.48-110-20 6.12-110-20 9.44-110-20 7.65-110-20 6.72-110-20 10.21-43-20 10.92-110-20 10.46-110-20 14.50-110-20 16.48-110-20 20.48-34-20 28.70-20-20 15.58- 2-20 11.46-57-20 20.40-40-20 21.16-110-20 8.78-110-20 16.56-110-20 27.03-89-20 12.79-110-20 7.23-104-20 7.60-2-20 31.01-12-20 25.80- 9-20 20.10-34-20 16.44- 2-20 15.07- 2-20 15.41- 2-20 11.46-98-20 31.49-78-20 13.11-39-20 17.12-60-20 35.10-110-20 15.45-60-20 12.42-50-20 30.82-34-20 26.98-78-20 13.37-110-20 18.80-109-20 15.02-26-20 32.00-27-20 11.60-43-20 7.75-110-20 45.71 49.23 36.26- 2--20 10.23-48-20 12.66-15-20 12.45-31-20 10.40-3-20 20.21-36-20 26.52-52-20 15.41-96-20 15.74-97-20 10.87-110-20 9.53-72-20 32.15-13-20 41.66-99-20 42.07-65-20 39.12-98-20 7.65 8.47-2-20 11.33-2-20 11.47-28-20 14.39-86-20 17.71-101-20 17.50-17-20 13.77- 9-20 16.42-3-20 34.07-107-20 25.82- 3-20 29.65-50-20 9.60-60-20 6.43-90-20 8.84-110-20 11.66-110-20 11.55-110-20 20.36-100-20 10.24-110-20 16.84-110-20 16.73-110-20 11.19-110-20 22.15-48-20 15.27-49-20 12.43-3-20 18.40- 3-20 15.41-3-20 7.66-22-20 25.46- 3-20 15.87-3-20 15.77-110-20 15.86-110-20 9.05-24-20 10.38-2-20 22.64-33-20 9.89-2-20 19.85-10-20 6.20-2-20 38.87- 4-20 13.82-3-20 6.48-110-20 6.67-33-20 7.52-110-20 14.19-110-20 12.28-64-20 11.54-5-110 6.51-3-20 48.55-27-20 12.34-110-20 16.94-110-20 25.40- 3-20 16.92-10-20 12.29-8-20 8.05-3-20 6.69-11-20 11.55-22-20 6.67-110-20 12.14-110-20 6.60-105-20 29.21-42-20 16.88-16-20 6.00-7-20 8.26-2-20 16.95-110-20 7.74-63-20 14.45-16-20 0.21 0.18 12.90-14-20 14.73-10-20 12.62- 2-20 11.12-3-20 14.28-6-20 16.15-44-20 19.25-53-20 22.50-23-20 6.24-110-20 9.49-3-20 23.18- 3-20 16.75-3-20 7.21-3-20 12.41-3-20 12.55-88-20 12.52-110-20 8.65-3-20 20.93- 3-20 21.80-17-20 11.90-110-20 19.36-42-20 20.58-28-20 24.98-97-20 14.54-50-20 11.05-3-20 11.47-84-20 22.00-8-20 14.50-95-20 12.04-3-20 14.00-2-20 26.00-3-20 28.30-14-20 19.39-24-20 23.02- 2-20 10.84-30-20 13.58- 7-20 14.67-2-20 16.35-3-20 8.38-47-20 16.66-13-20 17.23-8-20 10.02 11.97 6.83 8.21 8.64-3-20 6.88-3-20 15.31-97-20 8.14-110-20 10.30-110-20 24.29-110-20 8.56-110-20 17.16-110-20 12.14-110-20 11.89-27-20 9.53- 110-20 8.79- 110-20 6.73-110-20 8.06 16.04-110-20 acceso a zihuateutla 9.98-110-20 9.98-110-20 9.99-110-20 994.91 3.93= 998.84 991.12 =3.94 995.06 997.59 993.81 990.02 8.55-110- 20 8.55-110- 20 984.44 3.57= 988.01 981.18 3.57= 984.75 977.91 3.58= 981.49 986.76 983.50 980.24 9.21-110- 20 9.21-110- 20 9.20-110- 20 973.61 971.26 =3.60 974.86 970.25 966.89 963.52 967.90 =3.60 971.50 964.53 =3.61 968.14 976.97 8.53-110- 20 985.54 982.41 =3.44 980.22 983.66 8.51-110- 20 979.28 974.67 977.81 =3.14 976.56 973.84 7.51-110- 20 968.46 977.61 974.62 4.24= 978.86 970.55 4.24= 974.79 973.54 969.47 965.56 964.26 9.82- 110-20 9.82- 110-20 8.72- 110-20 959.58 =1.25 960.83 960.84 3.24= 6.73-110-20 959.04 3.55= 962.59 965.35 3.91= 969.26 964.38 961.34 958.30 9.47- 2-20 13.10-12-20 988.00 1.25= 989.25 984.98 980.26 975.53 971.78 969.98 970.22 963.83 3.94= 967.53 971.47 966.53 967.78 =3.95 3.94= 971.22 975.16 3.94= 974.91 978.85 3.94= 978.60 982.54 973.91 977.60 981.29 3.94= 982.29 9.12-110-20 9.12-110-20 9.12-110-20 9.12-110-20 986.23 961.57 =4.20 965.77 964.52 12.14-110-20 957.67 959.91 961.22 =1.31 11.14-110-20 11.14-110-20 992.39 991.01 =2.63 993.64 988.40 =2.63 991.03 993.62 =2.63 996.25 =3.89 989.78 987.17 983.04 980.61 978.18 7.41-110-20 =2.86 979.00 981.86 3.27= 973.24 976.51 8.22-110-20 975.26 972.34 =3.10 1.25= 976.60 977.85 968.78 2.80= 969.53 6.48-110-20 6.48-110-20 6.48-110-20 =3.59 960.13 963.72 =3.59 957.08 960.67 =3.60 954.02 957.62 965.52 962.47 959.42 956.37 953.07 1.40= =1.26 1.25= 982.16 983.41 6.61-110-20 979.69 982.31 975.07 981.54 984.42 979.04 976.59 =2.97 985.57 1.26= 976.59 =1.26 7.85-110-20 970.93 974.21 965.69 =3.43 969.12 957.93 =4.27 962.20 967.87 964.80 960.95 957.10 8.10-110-20 7.52-110-20 8.56-110-20 6.00-110-20 980.21 983.99 =3.78 982.74 979.27 974.96 966.73 970.53 963.37 964.53 2.41= 967.49 =1.26 968.75 960.57 956.35 953.45 =1.26 961.59 =3.89 965.48 964.23 957.59 =3.89 961.48 960.23 956.23 12.34-110-20 12.34-110-20 Registro 1.27= 986.19 987.46 984.40 984.17 983.59 =1.83 985.42 10.48-110-20 979.73 977.45 =1.25 978.70 976.10 973.51 971.21 967.72 CANCHA 985.42 =1.25 984.17 981.57 980.15 978.34 976.40 970.72 977.68 975.13 972.73 969.73 8.69-110-20 976.09 2.84= 978.93 964.12 966.41 967.39 961.40 8.03-110-20 956.42 =3.29 959.71 958.46 952.95 =3.90 956.85 955.60 952.10 7.47-110-20 7.44-110-20 7.69-110-20 951.27 =2.19 953.46 951.10 =1.26 952.36 1.25= 951.00 952.25 1.44= 950.98 952.42 =1.25 950.91 952.16 =1.94 949.97 951.91 949.24 950.66 =2.10 948.39 950.49 ALBERGUE 1.83= 988.32 990.15 983.28 979.04 974.05 976.66 970.31 962.41 11.94-110-20 966.36 963.72 3.89= 967.61 956.93 954.50 949.71 947.05 3.88= 948.46 952.34 12.80-81-20 4.26= 952.13 956.39 951.09 947.05 967.48 1.25= 968.73 966.11 962.68 960.68 957.11 =3.26 958.59 =4.07 =2.79 968.33 =1.25 969.58 967.17 964.60 960.60 957.89 954.12 968.31 952.90 1.89= 952.21 950.26 945.95 980.15 1.25= 981.40 979.98 977.92 972.06 968.83 981.76 3.79= 985.55 6.72-110-20 987.16 984.30 981.02 978.35 6.12-110-20 6.12-110-20 972.28 969.24 972.95 =3.32 976.27 969.91 =3.62 973.53 966.87 =3.62 970.49 966.20 962.48 959.70 956.90 954.23 6.11-110-20 951.27 948.73 946.48 =2.10 =2.40 =1.44 =1.25 939.83 =1.25 983.90 985.15 =3.58 968.06 971.64 =3.27 962.13 965.40 =3.27 959.19 962.46 =3.54 952.41 955.95 973.69 970.39 967.09 964.15 961.21 958.27 954.70 951.13 8.84-110-20 8.34-110-20 11.66-110-20 8.34-110-20 8.34-110-20 =3.09 953.33 956.42 =3.48 960.33 963.81 =3.48 963.69 967.17 965.92 962.56 959.20 955.17 951.13 10.24-110-20 10.24-110-20 20.00-110-20 20.00-110-20 946.25 942.43 939.14 937.06 =1.25 =1.26 =1.24 =1.30 =1.25 =1.26 =2.07 979.31 =2.12 982.57 =1.25 984.73 =1.34 984.75 =1.24 985.12 =1.26 985.35 =1.26 986.03 =1.25 982.53 979.26 983.98 1.43= 986.35 985.10 1.43= 980.17 975.96 958.80 =3.77 959.77 963.54 962.29 =3.75 963.26 967.01 965.76 =3.75 966.73 970.48 969.23 =3.75 970.20 973.95 972.70 8.78-110-20 8.78-110-20 8.78-110-20 8.78-110-20 976.17 =1.46 =1.25 954.76 954.76 962.63 958.95 27.09-110-20 23.58-2-20 15.46-3-20 14.63-80-20 12.20-18-20 12.10-16-20 11.27-110-20 11.17-110-20 9.20-110-20 10.72-110-20 11.00-110-20 8.09-110-20 12.07-110-20 14.84-26-20 22.42-86-20 15.75-110.20 10.75-110-20 11.04-110-20 7.82-110-20 930.98 =1.60 932.58 931.03 =1.25 932.28 932.20 =1.25 933.45 932.42 933.67 933.85 3.39= 937.24 947.84 =3.62 951.46 951.54 =1.89 954.43 953.56 =1.25 954.81 937.22 2.83= 940.05 939.81 2.91= 942.72 942.65 2.20= 944.93 944.89 3.31= 948.20 955.49 1.25= 956.74 957.22 3.36= 960.58 960.51 4.00= 964.51 964.47 3.43= 967.90 932.61 1.25= 933.86 938.80 941.47 959.33 963.26 966.65 970.26 953.17 943.68 950.21 946.95 935.99 19.20- 2-20 32.01- 2-20 976.39 001 13.71-85-20 002 003 004 005 006 007 008 009 010 011 012 017 013 014 015 016 018 019 039 038 037 036 068 59 058 057 056 055 054 020 021 022 023 024 025 026 027 035 034 028 029 030 031 032 033 067 066 065 064 063 062 061 060 107 108 109 110 111 112 113 053 069 070 071 072 076 075 074 073 117 116 115 114 157 158 159 153 154 155 156 160 162 163 165 164 166 197 167 118 119 122 120 121 123 040 041 042 043 044 045 046 052 077 078 079 080 081 082 083 084 099 085 086 210 211 212 213 214 215 216 223 222 221 220 219 218 217 224 225 226 227 228 229 230 231 232 233 126 127 128 129 130 131 132 133 134 135 136 096 097 098 087 088 089 090 091 092 093 094 100 047 048 049 050 051 178 179 180 181 182 183 185 184 186 187 188 189 190 191 192 193 194 195 196 286 287 288 289 290 291 292 293 294 295 275 274 273 272 271 270 269 268 258 257 256 255 254 253 252 177 176 175 174 173 172 171 170 169 168 366 367 368 369 364 363 362 259 260 261 262 263 264 265 266 267 370 365 371 372 382 381 380 379 377 376 409 375 374 373 378 410 411 412 413 414 415 416 417 418 419 420 421 425 424 423 422 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 408 407 406 405 404 403 402 401 400 399 398 397 396 395 394 393 392 387 386 385 384 383 391 390 389 388 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 346 347 348 349 350 351 322 321 320 319 318 317 316 315 314 313 312 311 310 309 308 307 306 305 304 303 302 301 300 251 299 250 247 246 245 244 243 242 241 240 239 238 237 236 235 234 148 149 150 151 152 202 147 146 101 102 103 104 105 106 145 144 143 142 141 140 139 138 137 095 276 277 278 279 280 281 282 283 284 285 125 124 203 204 205 206 207 208 209 161 198 199 200 201 248 249 296 297 298 323 345 344 343 342 341 352 353 354 355 356 357 358 359 360 361 460 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 461 462 463 30.57-52-20 957.91 986.19 995.01 953.46 1.25= 939.70 964.08 COLECTOR GENERAL EMISOR COLECTOR No 2 COLECTOR No. 2 COLECTOR No.2 COLECTOR No. 2 COLECTOR No.2 COLECTOR No. 2 COLECTOR No.2 COLECTOR No.2 SUBCOLECTOR No.1 SUBCOLECTOR No.2 SUBCOLECTOR No.2 SUBCOLECTOR No.3 SUBCOLECTOR No.3 SUBCOLECTOR No.4 SUBCOLECTOR No.4 SUBCOLECTOR No.1 N DATOS DE PROYECTO Población de Proyecto......................................... Densidad de Población........................................ Dotación................................................................ Coeficiente de Aportación.................................. Aportación............................................................ Longitud de la Red.............................................. Sistema de Eliminación....................................... Velocidad Mínima.............................................. Velocidad Máxima............................................. Formulas.............................................................. GASTOS DE PROYECTO Medio = 150 x 0.75 x 1690 =............................ 86400 Mínimo = 2.20052 =....................................... 2 Máximo Inst. = ( 1 + ( 14 ) ) =.......... 4 + ( 1.690 ) 1/ 2 Máximo Ext. = 1.50 x 8.36198 =............................ Coeficiente de Previsión de Seguridad =.......... 1690 Hab. 0.2312 Hab/M 150 Lts./Día/Hab. 0.75 112.50 Lts./Hab./Día 7366.59 m. Separado 0.60 m./seg. 5.00 m./seg. Manning y Harmon 2.20052 Lts./seg. . 1.1003 Lts./seg. 8.36198 Lts./seg. 12.54297 Lts./seg. 1.50 Q Q Q Q Longitud de Tuberia de P.V.C. de 8" de Diam. 1205.57 M. * CANTIDADES DE OBRA * COLECTOR No.1 Excavación Matrial "C" a 2.00 m. de Prof. ..... 869.43 M3. 70.69 M3. 372.64 M3. 30.27 M3. Relleno Compactado........................................... 353.94 M3. Relleno a Volteo.................................................. 872.87 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 76 Pozos 25 Cajas 10 Volumen de Plantilla........................................... 353.94 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 518.75 M. SUBCOLECTOR No.1 DEL COLECTOR No.1 Excavación Matrial "C" a 2.00 m. de Prof. ..... 378.87 M3. 29.60 M3. 162.39 M3. 12.65 M3. Relleno Compactado........................................... 152.30 M3. Relleno a Volteo.................................................. 381.19 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 31 Pozos 12 Cajas 5 Volumen de Plantilla........................................... 33.72 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 886.98 M. COLECTOR No.2 Excavación Matrial "C" a 2.00 m. de Prof. ..... 561.62 M3. 16.11 M3. 240.70 M3. 6.93 M3. Relleno Compactado........................................... 260.40 M3. Relleno a Volteo.................................................. 479.43 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 48 Pozos 11 Cajas 7 Volumen de Plantilla........................................... 57.65 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 350.85 M. SUBCOLECTOR No.1 DEL COLECTOR No.2 Excavación Matrial "C" a 2.00 m. de Prof. ..... 246.16 M3. 12.48 M3. 105.51 M3. 5.36 M3. Relleno Compactado........................................... 103.00 M3. Relleno a Volteo.................................................. 232.66 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 24 Pozos 12 Cajas 4 Volumen de Plantilla........................................... 22.81 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 572.78 M. SUBCOLECTOR No.2 DEL COLECTOR No.2 Excavación Matrial "C" a 2.00 m. de Prof. ..... 401.33 M3. 63.07 M3. 172.00 M3. 27.04 M3. Relleno Compactado........................................... 168.16 M3. Relleno a Volteo.................................................. 440.04 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 32 Pozos 11 Cajas 5 Volumen de Plantilla........................................... 37.23 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 3112.45 M. RED DE ATARGEAS Excavación Matrial "C" a 2.00 m. de Prof. ..... 2201.13 M3. 173.89 M3. 943.41 M3. 74.48 M3. Relleno Compactado........................................... 913.77 M3. Relleno a Volteo.................................................. 2179.01 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 204 Pozos 112 Cajas 52 Volumen de Plantilla........................................... 202.31 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 337.88 M. SUBCOLECTOR No.3 DEL COLECTOR No.2 Excavación Matrial "C" a 2.00 m. de Prof. ..... 247.96 M3. 23.57 M3. 106.24 M3. 10.11 M3. Relleno Compactado........................................... 99.20 M3. Relleno a Volteo.................................................. 256.11 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 26 Pozos 12 Cajas 2 Volumen de Plantilla........................................... 21.26 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 324.89 M. SUBCOLECTOR No.4 DEL COLECTOR No.2 Excavación Matrial "C" a 2.00 m. de Prof. ..... 241.38 M3. 20.83 M3. 103.45 M3. 10.21 M3. Relleno Compactado........................................... 95.38 M3. Relleno a Volteo.................................................. 247.87 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 18 Pozos 11 Cajas 4 Volumen de Plantilla........................................... 21.12 M3. Longitud de Tuberia de P.V.C. de 8" de Diam. 56.44 M. EMISOR Excavación Matrial "C" a 2.00 m. de Prof. ..... 32.42 M3. 0.00 M3. 13.89 M3. 0.00 M3. Relleno Compactado........................................... 16.57 M3. Relleno a Volteo.................................................. 24.30 M3. Excavación Matrial "C" a 4.00 m. de Prof. ..... Excavación Matrial "B" a 2.00 m. de Prof. ..... Excavación Matrial "B" a 4.00 m. de Prof. ..... Pozos de Vicita Común de dif. Alturas............ Cajas de Caida Adosadas de Dif. Alturas......... Inccremento en Cajas de Caida Adosadas........ 3 Pozos 0 Cajas 0 Volumen de Plantilla........................................... 3.67 M3. * SIMBOLOGIA * EMISOR....................................................... COLECTOR................................................... SUBCOLECTOR............................................. CAMINO....................................................... CALLE......................................................... VEREDA....................................................... -Estructuras de Cruce- ALCANTARILLAS TIPO.................................. LOSAS DE CONCRETO................................. POZOS DE CAIDA COMUN............................ CAJA DE CAIDA ADOSADA........................... CAVEZA DE ATARGEA.................................. ATARGEA..................................................... LONGITUD - PENDIENTE - DIAM. ............ ELEV. DE TERRENO NATURAL ................... ELEV. DE PLANTILLA ................................. NUMERO DE CRUCERO .............................. ESCURRIMIENTO NATURAL ......................... CONSTRUCCIONES....................................... 14.00-2-20 456 H.A.M. ZIHUATEUTLA. C. ANGEL LAZCANO HERNANDEZ CONSTRUCCION DE SISTEMA DE ALCANTARILLADO SANITARIO ACOTACIONES METROS LOCALIDAD: ESCALA 1 : 7 5 0 PRESIDENTE MUNICIPAL: ZIHUATEUTLA; ESTADO DE PUEBLA EJERCICIO 2005 Rev. DIBUJO No. ING. AL-001 HONORABLE AYUNTAMIENTO MUNICIPAL DE ZIHUATEUTLA, PUEBLA FECHA Enero/06 C. N. A.(Ing. Antonio Perez ) TRABAJO EJECUTADO PROYECTO: LEVANTO: APROBO: REVISO: AUTORIZO: NOMBRE Ing. Ismael Velazquez Ing. Domingo, Arq. Ruben Ing. Flavio Aguilar FIRMA O SELLO PROYECTOS Y CONSTRUCCIONES ING. ISMAEL VELAZQUEZ DIAZ CED. PROF. 2342768 282 T A P A B R O C A L 238 333 LISTA DE VARILLAS 223 201 CANTIDADES DE OBRA Concreto f'c=190 kg/cm2 Fierro de refuerzo 3/8" 3/8" A2 4 3/8" 3/8" 3/8" 3/8" 3/8" A3 4 C5 1 B1 C4 4 1 A4 4 3/8" 3/8" 1/4" 3/8" 3/8" 0 / A1 2 C3 1 D1 8 C2 C1 1 1 TIPO No. 47 13 292 73 a 37 13 252 63 0.172m3 TOTAL 17.4 kg 1.1 kg. D a c 0.108 m3 BROCAL 5.0 kg. 1.1 kg. 71 3/8" 1/4" 10 75 65 64 11 12 10 10 233 233 740 211 185 211 0.064m3 TAPA 12.4kg 47 13 292 73 b b C B A b e b g a 53 13 158 79 292 292 10 90 15 14 8 408 51 106 78 a b 10 10 d c e e 248 343 248 343 1cm 1cm C R O Q U I S CODO DE 45° P.V.C. SANITARIO ASTM D3034 RD 34. MEDIDAS EN PULGADAS SILLETA DE 45° P.V.C. SANITARIO ASTM D3034 RD 35. B x 6 10 x 6 12 x 6 B x D B DETALLE 1 3.500 3.500 2.900 13.22 7.53 11.81 A L L 6 D J A D . DETALLE 2 . 1.875 A 3.500 J A D La Union A Tuxpan Cuaunepixca Rio San Marcos Xicotepec Villa Avila Camacho Piedras Negras Atequezquitla Apapantilla Loma Bonita Nuevo Zoquiapan (La Cumbre) Los manguitos presa Necaxa Huauchinango A Mexico Xaltepuxtla presa Tenango Papatlazolco A Tlaola Tenango de las flores Las colonias Nvo Necaxa La Florida Xaltepec A San lorenzo Presa Nexapa Tlalmaya Carr. Federal Mexico-Tuxpan Zihuateutla PROYECTO: C. N. A. Lic. Manuel Beristain Gomez Enero/06 Enero/06 Enero/06 Enero/06 Enero/06

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, kläranlage, located, municipality, network, Sanitary, sewer, sewerage, town, treatment plant