Sewer Map DWG Section for AutoCAD

Sewer Map DWG Section for AutoCAD

MAP OF THE INSTALLATION OF SANITARY SEWER FOR HOUSING DEVELOPMENT, INCLUDING THE LEVELS, DATA NUMBER OF WORK; TABLE OF COSTS AND SPEEDS; DETAILS VISIT DIFFERENT WELLS, PIPING DETAILS AND SECTION OF STREET.

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

Channel background, With gasket of cm of diam., Flat type, sidewalk, A.p., Minimum mattress, Alc. sanitary, sidewalk, Section of street installation of pipelines a.p. Alc., Sanitary sewer, Toltec cement, The carmen, Carr. Tula tepeji, Beautiful hill, the jewel, Sn. frames, localization map, variable, Concrete pipe, Installation of sewage pipes, Diam.int., Bed template, filling, Compacted, Mattress min., mattress, Simple with seal, Speeds, expenses, Project data, Project population, endowment, Formulas, Landfill site, Network length, Forecast coefficient, Elimination system, Average expenditure, Minimum spend, Extraordinary maximum expenditure, Maximum instantaneous expenditure, input, minimum speed, maximum speed, system, compacted fill, Wells of common type:, Cm diam., Common register of prof., Single concrete slant elbow, Reinforced concrete cover, Inhabitants per lot, do not. Of lots, Reg, Jgo, water well, Jgo, water well, Habs., Network in operation, gravity, Separated: black water, Harmon manning, zone, Lots, Structures, Excavation in class material, Tamped template, Cm in diam., Installation of simple concrete pipe, Excavation in class material, Amount of work, Ditches, quantity, Unid., Atargea, Home discharge type, Current direction, Septum with poor mix, Of bench, view, Slant, Minimum diamond earring. Cm, From the wall, Septum with poor mix, Of bench, Exterior, From the wall, Interior sewer, Common type visitor’s well, Vars, With mortar, of stone, cut, With mortar, Coupled with mortar, Concrete cast iron, plant, plant, Of falling terraced, Well with box, With mortar, cut, Of partition, Cm., Cement glazed tube, Of asbestos cement, Concrete cast iron, Vars, Coupled with mortar, cut, of stone, With mortar, cut, With mortar, plant, water well, water well, Mils cm., Atarjea head, Common visit well, Fall free well, Terrain quota, Template quota, Existing network, Stalls, Symbology, Box drop, Common type visitor’s well, Wells with a semi-detached fall, Cm in diam., at, Network of atarjeas downloads sun.

Raw text data extracted from CAD file:

E T R O N E T R O N \A1;L/2 \A1;L \A1;1.00M \A1;1.50 \A1;L/2 100-2.5-25 100-2.5-25 7-2.50-25 94.69 97.65 1 100-2.5-25 96.900 94.67 2 94.42 3 96.710 94.170 96.520 40-8-25 100-2.5-25 92.95 91.63 95.950 100-2.5-25 4 96.330 93.20 5 93.670 96.150 100-2.5-25 6 93.420 7 92.000 93.17 FONDO DE CANAL 93.00 95.750 8 9 20-2.5-25 91.95 94.95 10 CON JUNTA HERMETICA DE 20 cm de diam. 140 M-VIII 160 169 TIPO PLANO : L/2 L 32 58 28 102.54 A 1,600.65 M2 106.15 2 15.35 13 M-II 17 18 16 15 53 55 54 57 56 14 13 19 20 12 11 21 22 30 31 M-III 29 15.62 1 12 2 9 1 11 20-5-20 24 10 23 26 25 27 M-I 4 3 6 5 36.23 8 7 10 57.10 27.94 BANQUETA 1.00M A.P. 1.50 122 40 75 78 77 62 60 59 61 64 63 66 65 42 43 41 45 44 46 79 M-V 68 67 70 69 71 72 74 73 87 89 88 121 120 184 76 182 181 183 119 117 118 180 179 178 188 186 185 187 M-X 189 190 191 192 176 177 174 175 170 172 173 171 M-IX 126 30.05 86 36 M-IV 38 39 37 47 48 81 80 50 49 83 82 8 35 33 34 51 52 85 84 M-VI 91 90 93 92 124 123 125 95 94 96 98 97 99 100 L/2 9 H \A1;VARIABLE COLCHON MINIMO 0.90 ALC. SANITARIO BANQUETA 144.96 139 108 102 132 131 M-VI 113 115 116 114 151 150 128 127 101 130 110 112 111 129 109 156 153 152 154 155 158 157 159 M-VII 103 104 106 107 105 134 135 133 138 137 136 73.51 7 SECCION DE CALLE INSTALACION DE TUBERIAS A.P. Y ALC. ALCANTARILLADO SANITARIO CEMENTERA TOLTECA EL CARMEN M-XI 194 193 196 195 8.49 3 198 197 165 167 168 166 200 199 202 201 4 35.42 149 164 162 161 163 203 204 205 143 144 142 141 6 145 146 148 147 82.15 5 CARR. TULA - TEPEJI LOMA BONITA " LOMA BONITA " LA JOYA SN. MARCOS CROQUIS DE LOCALIZACION 100.90 99.40 41-50-20 99.10 100.80 99.30 101.24 102.74 101.15 19-8-20 53-20-20 50-8-20 98.86 100.12 15-4-20 100.20 98.70 40-3-25 98.58 101.05 102.65 101.25 102.75 60-25-20 40-3-25 98.46 101.25 40-3-25 102.22 100.40 41-4-20 54-20-20 37-3-25 100.56 102.39 103.54 101.98 101.42 102.90 101.53 20-28-20 43-28-20 101.70 100.22 43.5-28-20 74-13-20 81-4-20 17.50-5-20 100.54 102.06 100.72 102.15 99.48 101.95 41-26-20 18-4-20 101.02 99.65 60-4-20 60-4-20 101.17 99.24 99.00 99.00 18-13-25 99.90 98.70 T VARIABLE H TUBERIA DE CONCRETO INSTALACION DE TUBERIAS DE ALCANTARILLADO DIAM.INT. PLANTILLA O CAMA RELLENO COMPACTADO A H COLCHON MIN. 0.90 m 30 25 20 O ( cm ) 0.80 0.70 0.65 0.12 0.11 0.10 0.90 0.90 0.90 A ( m ) h ( m ) COLCHON ( m ) SIMPLE CON JUNTA HERMETICA VELOCIDADES (m/s) GASTOS (L.P.S) DATOS DE PROYECTO POBLACIÓN DE PROYECTO DOTACIÓN FÓRMULAS SITIO DE VERTIDO LONGITUD DE RED COEFICIENTE DE PREVISIÓN SISTEMA DE ELIMINACIÓN GASTO MEDIO GASTO MÍNIMO GASTO MÁXIMO EXTRAORDINARIO GASTO MÁXIMO INSTANTÁNEO APORTACIÓN VELOCIDAD MÍNIMA VELOCIDAD MÁXIMA SISTEMA RELLENO COMPACTADO POZOS DE VISITA TIPO COMUN: 15 cm de diam. REGISTRO COMUN (0.60m x 0.40m)x1m DE PROF. CODO 45° Y SLANT DE CONCRETO SIMPLE BROCAL Y TAPA DE CONCRETO ARMADO HABITANTES POR LOTE No. DE LOTES REG JGO H =2.25m H = 250 m H = 2.80 m H = 3.00 m POZO JGO POZO POZO m3 1045 HABS. 0.50 3.00 RED EXISTENTE EN OPERACION GRAVEDAD SEPARADO: AGUAS NEGRAS HARMON Y MANNING 1.50 200 L/H/D 160 L/H/D ZONA "A" 5.10 HABS./LOTE 205 LOTES 809.71 ESTRUCTURAS EXCAVACIÓN EN MATERIAL CLASE "B" PLANTILLA APISONADA DE 20 cm de diam. DE 15 cm de diam. INSTALACION DE TUBERIA DE CONCRETO SIMPLE EXCAVACIÓN EN MATERIAL CLASE "B" m3 m m m3 m3 m3 1 868.15 173.50 845.72 16.12 331.05 CANTIDAD DE OBRA ZANJAS CANTIDAD UNID. ATARGEA DESCARGA DOMICILIARIA TIPO DIRECCION DE LA CORRIENTE A B \A1;TAPON TABIQUE CON MEZCLA POBRE \A1;CODO DE 45° \A1;GUARNICION DE BANQUETA VISTA A - A SLANT PENDIENTE MINIMA DEL 1% DIAM. DE 15 CM A \A1;PARAMETRO DEL MURO \A1;TAPON TABIQUE CON MEZCLA POBRE B \A1;GUARNICION DE BANQUETA \A1;ALBAÑAL EXTERIOR \A1;PARAMETRO DEL MURO ALBAÑAL INTERIOR POZO DE VISITA TIPO COMUN \A1;ESCALONES VARS. 1" O \A1;APLANADO CON MORTERO 1:3 \A1;MANPOSTERIA DE PIEDRA CORTE A-A CON MORTERO 1: 3 \A1;TABIQUE JUNTEADO CON MORTERO 1:3 A \A1;BROCAL DE CONCRETO O FIERRO FUNDIDO PLANTA A PLANTA DE CAIDA ADOSADA POZO DE VISITA CON CAJA \A1;APLANADO CON MORTERO 1:3 CORTE A-A \A1;PEDACERIA DE TABIQUE DE 0.20 A 0.25 CM. O CEMENTO O TUBO VITRIFICADO \A1;BAJADA DE ASBESTO CEMENTO \A1;BROCAL DE CONCRETO O FIERRO FUNDIDO \A1;ESCALONES VARS. 1" O A \A1;TABIQUE JUNTEADO CON MORTERO 1:3 CORTE C-C \A1;MANPOSTERIA DE PIEDRA CON MORTERO 1: 3 CORTE B-B \A1;APLANADO CON MORTERO 1:3 B A PLANTA C B C H = 1.50 m POZO 19 POZO 1 019.22 M 0.97 1.94 10.99 7.33 m - mils - cm. LONGITUD-PENTIENTE-DIAMETRO CABEZA DE ATARJEA POZO DE VISITA COMUN CAIDA LIBRE A POZO COTA DE TERRENO COTA DE PLANTILLA RED EXISTENTE ATARJEA SIMBOLOGIA 54 - 4 - 20 100.40 98.50 CAJA DE CAIDA ADOSADA POZO DE VISITA TIPO COMUN 98.34 100.80 100.49 98.23 100.61 101.85 100.54 101.95 100.63 99.30 99.75 100.00 101.58 98.80 99.58 5-14-20 22-4-20 POZOS DE VISITA CON CAIDA ADOSADA 2 1 1 1 24 205 205 DE 25 cm de diam. 1230.00 m EN EL SUB-COLECTOR RED DE ATARJEAS Y DESCARGAS DOM.

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, data, development, DWG, Housing, including, installation, kläranlage, levels, map, number, Sanitary, section, sewer, treatment plant