Sewer System Plaza DWG Detail for AutoCAD

Sewer System Plaza DWG Detail for AutoCAD

AUTOCAD MAP DISTRIBUTION NETWORK SANITARY SEWER PIPE TYPES INDICATED LENGTH WITH DATA TABLES LIFTS QUANTITY OF PIPE DESIGN AND CONSTRUCTION DETAILS AND CONNECTIONS manholes of sewers.

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

Electrical, main craft, Rectangular pluvial channel of cm of base a height that goes of cm of height, Street hermenegildo acoltzin, Street hermenegildo acltzin, Boulevard valle de san javier, av. River of the avenues, Business premises, commercial, Cm pipe, constructive section, variable, template, filling, Rammed, Wall facing, Poor who retired when connecting, The inner albanal, Septum cap with mixing, Albanal interior, Wall facing, Join with mortar, Slant, Elbow, Stalls, view, Current direction, Sewer connection, view, The inner albanal, Poor who retired when connecting, Septum cap with mixing, Bench seat trim, Outdoor albanal, Bench seat trim, Minimum slope cm., water well, Common type visitor’s well, cut, Dimensions in centimeters, Prof. Greater than m., Prof. Less than m., The type well will be used to, Stone masonry, With mortar, cut, Flattened, Esp. Min., Septum, With mortar, Vars, Steps, cast iron, Concrete crusher, cut, Esp. Min., Flattened, water well, variable, variable, Cm pipe, constructive section, variable, template, filling, Rammed, Business premises, Sanitary sewer network, Pza, Pza, Habs., L.h.d., Separate black water, Existing in operation, Harmon manning, Project data, Lps, Mts., quantity, gravity, Quantities of pipe, amounts of work, endowment, system, Minimal, Maximum, minimum, medium, Hermetic of diameter cm, compacted fill, Excavation of ditches in material, Single concrete pipe with gasket, Inst. your B. Simple concrete joining of cm, Wells, Extraordinary maximum, Instant maximum, Landfill site, Elimination system, Formulas used, security coefficient, Length of the network, input, Project population, Inhabitants per lot, Trenching excavation of structure., draft, existing, Lifting template, Well with fall, Elevation of ground, Well built, Common visit well, Simple concrete pipe, Atarjea head, Pvc pipe, Thousands of, Hermetic seal, Number of commercial premises, local, Mts., Hermetic of diameter cm, Single concrete pipe with gasket, Inst. your B. Simple concrete joining of cm, Mts., Pvc pipe diameter cm, Mts., Pvc pipe diameter cm, Inst. Of pvc ced. Cm in diam., Pza, Pza, Pza, Pza, Pza, Pza

Raw text data extracted from CAD file:

E T R O N E T R O N 98.68 99.95 98.76 99.98 99.21 99.82 99.08 100.00 99.42 100.04 99.58 100.07 100.10 99.06 98.85 99.04 98.85 100.19 98.40 99.98 98.63 99.80 98.08 99.93 99.50 100.10 99.62 99.89 SUB-ESTACION ELECTRICA 101.86 101.51 101.57 100.60 100.29 101.85 104.39 99.99 100.14 100.72 100.04 100.33 100.26 99.89 100.38 10091 99.94 99.87 100.83 101.02 NAVE PRINCIPAL 100.06 100.16 101.41 101.55 100.04 100.05 100.20 100.22 100.09 100.10 100.49 99.85 100.01 15.15 - 1.3 - 60 31.66- 6.6- 25 35.11 - 6 - 25 40 - 6.7 - 25 15.72 - 0.06 - 60 38.33 - 3.3 - 60 43.70 - 3.7- 40 32.55 - 4 - 25 34.14-7-25 32.5-8-25 33.50-5-30 33.50-4-25 42.53 - 4- 20 120.00 - 3.4 - 30 68.05 - 8.5 - 30 98.98 100.10 45 - 8.5 - 25 CANAL PLUVIAL RECTANGULAR DE 30 CM DE BASE Y UNA ALTURA QUE VA DE 27 A 61 CM DE ALTURA CANAL PLUVIAL RECTANGULAR DE 40 CM DE BASE Y UNA ALTURA QUE VA DE 60 A 70 CM DE ALTURA CALLE HERMENEGILDO ACOLTZIN CALLE HERMENEGILDO ACLTZIN BOULEVARD VALLE DE SAN JAVIER AV. RIO DE LAS AVENIDAS 34-4-25 99.36 79- 3 - 25 33.29 - 2.19 - 25 14.43 - 8.3 - 45 0.00 - 0 - 45 0.00 - 0 - 45 33.38 - 2.19 - 25 34 LOCALES COMERCIALES 34LOCALES COMERCIALES 34LOCALES COMERCIALES 40LOCALES COMERCIALES BN7 99.989 BN2 100.231 BN4 99.973 BN3 100.050 BN5 99.990 BN6 100.486 96.97 100.22 99.19 99.07 98.13 99.97 98.95 100.02 98.44 100.00 98.59 99.90 98.90 99.98 98.82 99.90 34 -5 - 25 98.69 99.95 42 - 4 - 20 35 - 4 - 20 99.25 100.03 98.99 99.99 99.15 99.30 40 - 4 - 25 38.34 - 4 - 20 32.55 - 4 - 25 35.11 - 5 - 25 31.80- 5 - 25 98.97 100.02 98.72 100.02 98.79 99.99 99.10 100.00 7-5-25 7-4.2-25 948.41 M2 100.01 98.68 34.72-8-25 33.37- 8-30 5.00-8-30 27.65- 8-30 59.19- 8-30 22.89 - 8 - 30 (1.33) (1.58) (1.84) (2.07) 98.09 99.97 (1.88) 97.91 99.98 (2.29) 97.69 99.98 (3.27) 97.22 100.07 96.80 98.18 98.60 45 - 8.5 - 25 98.97 (1.27) (1.30) (1.20) (1.22) (1.05) (1.07) (0.90) (0.92) (0.78) (0.62) (0.49) (0.89) (0.95) (1.00) (1.12) (1.31) (1.08) (1.56) (0.64) (1.24) TUBERIA DE 20 cm d 10 SECCION CONSTRUCTIVA 65 cm 20 cm VARIABLE PLANTILLA RELLENO APISONADO Paramento del Muro B pobre que se retirara al conectar el albanal interior Tapon de tabique con mezcla Albanal interior Paramento del Muro Junteo con mortero 1:3 Slant Codo de 45° ATARJEA VISTA B-B A Direccion de la corriente CONEXION DE ALBAÑAL VISTA A-A el albanal interior pobre que se retirara al conectar Tapon de tabique con mezcla Guarnicion de banqueta Albanal exterior Guarnicion de banqueta B Pendiente minima 1% = 15 cm. d (6") 60 POZO A POZO DE VISITA TIPO COMUN P L A N T A P L A N T A A CORTE A-A N O T A S 1.- ACOTACIONES EN CENTIMETROS PROF. MAYORES DE 2.50 m. PROF. MENORES DE 2.50 m. 3.- EL POZO TIPO B SE USARA PARA 2.- EL POZO TIPO A SE USARA PARA Mamposteria de piedra con mortero 1:3 A B C CORTE C-C C B Aplanado 1:3 esp. min. 1cm. Tabique junteado con mortero 1:3 vars. 1"d Escalones o fierro fundido Brocal de concreto CORTE B-B esp. min. 1cm. Aplanado 1:3 POZO B 28 20 Variable 175 120 Variable 120 40 40 90 60 120 TUBERIA DE 25 cm d 10 SECCION CONSTRUCTIVA 70 cm 20 cm VARIABLE PLANTILLA RELLENO APISONADO 33 LOCALES COMERCIALES 35 LOCALES COMERCIALES 6 LOCALES COMERCIALES 98.87 99.99 99.99 RED DE ALCANTARILLADO SANITARIO PZA 9 H = 1.25 m PZA Habs. Habs. L.H.D. L.H.D. m 3 549 160 200 1.5 920.79 Separado Aguas Negras Existente en operación Harmon y Manning DATOS DE PROYECTO LPS LPS LPS LPS Mts. U. 34.52 CANTIDAD Gravedad G A S T O S V E L O C I D A D E S C O N C E P T O 9.8957 1.7688 6.5972 0.8844 3.0 m/s 0.6 m/s CANTIDADES DE TUBERÍA M3 M3 155.00 902.06 935.98 M3 9 34.72 M H = 1.00 m CANTIDADES DE OBRA DOTACION SISTEMA MÍNIMA MÁXIMA MÍNIMO MEDIO HERMÉTICA DE 25 cm DE DIÁMETRO RELLENO COMPACTADO EXCAVACION DE ZANJAS EN MATERIAL (B) 70% TUBERÍA DE CONCRETO SIMPLE CON JUNTA INST. TUB. CONCRETO SIMPLE JUNTA HERM DE 25 cm d POZOS DE VISITA MÁXIMO EXTRAORDINARIO MÁXIMO INSTANTÁNEO SITIO DE VERTIDO SISTEMA DE ELIMINACIÓN FÓRMULAS EMPLEADAS COEFICIENTE DE SEGURIDAD LONGITUD DE LA RED APORTACIÓN (80% DOTACIÓN) POBLACION DE PROYECTO HABITANTES POR LOTE EXCAVACION DE PARA DESPLANTE DE ESTRUC. PROYECTO EXISTENTE 100-7-20 98.50 100.00 ELEVACIÓN DE PLANTILLA C O N C E P T O POZO CON CAÍDA LONGITUD-PENDIENTE-DIAMETRO ELEVACION DE TERRENO POZO DE VISITA CONSTRUIDO POZO DE VISITA COMÚN TUBERIA DE CONCRETO SIMPLE CABEZA DE ATARJEA TUBERIA DE PVC (metros - milesimas - centímetros) JUNTA HERMÉTICA S I M B O L O G I A E C NUMERO DE LOCALES COMERCIALES 183 Locales Mts. 143.11 HERMÉTICA DE 30 cm DE DIÁMETRO TUBERÍA DE CONCRETO SIMPLE CON JUNTA 143.11 M INST. TUB. CONCRETO SIMPLE JUNTA HERM DE 30 cm d Mts. 119.55 TUBERÍA DE PVC CEDULA 25 DE 20 CM DE DIAMETRO Mts. 623.43 TUBERÍA DE PVC CEDULA 25 DE 30 CM DE DIAMETRO 623.43 M 119.53 M INST. DE TUBERIA DE PVC CED. 25 DE 20 CM DE DIAM INST. DE TUBERIA DE PVC CED. 25 DE 25 CM DE DIAM PZA 2 H = 1.75 m PZA 2 H = 1.50 m PZA 1 H = 2.25 m PZA 2 H = 2.00 m PZA 1 H = 3.25 m PZA 1 H = 2.50 m

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, data, DETAIL, distribution, DWG, kläranlage, length, map, network, pipe, plaza, Sanitary, sewer, system, treatment plant, types