Sewerage DWG Detail for AutoCAD

DEVELOPMENT OF A SEWER AND DETAILS AND CUTS THE ESTATE IS THE SAME LEVEL WITH THIS AND EVERY LIVING WITH ITS FACILITIES

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

Lot, Symbology, Pvc pipe drinking water network, Concrete pipe sewer network, Length of section in meters, Direction of the sewage network, Diameter of the pipe to use, Review box, Sewer well, Slope of the pipe, Drains, Hydrants, tee, Double tee, Ground level, flow, To the sewer, Existing, flow

Raw text data extracted from CAD file:

cr cr cr Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 Lot 20 Lot 21 Lot 22 Lot 23 Lot 24 Lot 25 Lot 26 Lot 27 Lot 28 Lot 29 Lot 30 Lot 31 Lot 32 Lot 33 Lot 34 Lot 35 Lot 36 Lot 147 Lot 148 Lot 149 Lot 150 Lot 151 Lot 152 Lot 157 Lot 158 Lot 159 Lot 160 Lot 161 Lot 162 Lot 129 Lot 130 Lot 131 Lot 132 Lot 133 Lot 134 Lot 135 Lot 136 Lot 137 Lot 138 Lot 139 Lot 140 Lot 141 Lot 142 Lot 61 Lot 62 Lot 63 Lot 64 Lot 65 Lot 66 Lot 67 Lot 68 Lot 69 Lot 70 Lot 71 Lot 72 Lot 74 Lot 75 Lot 76 Lot 77 Lot 78 Lot 79 Lot 80 Lot 81 Lot 82 Lot 83 Lot 84 Lot 85 Lot 37 Lot 38 Lot 39 Lot 41 Lot 42 Lot 43 Lot 40 Lot 44 Lot 45 Lot 46 Lot 47 Lot 48 Lot 49 Lot 50 Lot 51 Lot 52 Lot 53 Lot 54 Lot 55 Lot 56 Lot 57 Lot 58 Lot 59 Lot 60 Lot 86 Lot 87 Lot 88 Lot 89 Lot 90 lot 91 Lot 92 Lot 93 Lot 95 Lot 96 Lot 97 Lot 98 Lot 108 Lot 109 Lot 110 Lot 111 Lot 99 Lot 100 Lot 101 Lot 102 Lot 104 Lot 105 Lot 106 Lot 107 Lot 112 Lot 113 Lot 114 Lot 115 Lot 116 Lot 117 Lot 118 Lot 119 Lot 121 Lot 122 Lot 123 Lot 124 Lot 56 Lot 94 Lot 103 Lot 120 Lot 125 Lot 126 Lot 127 Lot 128 Lot 143 Lot 144 Lot 145 Lot 146 Lot 153 Lot 154 Lot 155 Lot 156 Lot 163 Lot 164 Lot 165 Lot 166 Lot 167 Lot 168 Lot 180 Lot 181 Lot 182 Lot 183 Lot 184 Lot 185 Lot 169 Lot 170 Lot 171 Lot 172 Lot 173 Lot 174 Lot 175 Lot 176 Lot 177 Lot 178 Lot 179 Lot 186 Lot 187 Lot 188 Lot 189 Lot 190 N= +100m N= +105m N= +101m N= +98m N= +99m N= +100m N= +103m N= +102m N= +101m N= +104m N= +102m N= +103m N= +104m N= +99m cr cr 98.80 P1 67 m P= 1,5% P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 97.79 100 97.59 95.88 100 95.68 94.25 100 94.05 92.70 101 92.50 91.12 102 90.92 89.56 102 89.36 89.36 88.02 102 87.82 87.82 86.34 100 86.14 86.14 84.85 100 84.65 84.65 83.39 100 81.39 81.39 80.17 100 79.97 79.97 88.02 103 87.82 87.82 86.51 102 86.31 85.02 102 84.82 84.82 P13 86.51 102 92.27 P14 85.02 100 84.82 84.82 P19 83.55 100 83.35 P20 82.10 100 81.90 P21 80.68 100 80.34 80.34 P22 78.78 100 78.58 78.58 P15 89.56 103 89.36 P23 88.02 105 86.51 104 86.31 P25 83.55 102 83.25 P26 78.77 99 78.57 P27 77.41 98 77.21 P16 P17 P18 114 m P= 1,5% 103 m P= 1,5% 90 m P= 1,5% 34 m P= 1,5% 57 m P= 1,5% 102 m P= 1,5% 57 m P= 1,5% 57 m P= 1,5% 65m P= 1,5% 144 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 144 m P= 1,5% 144 m P= 1,5% 34 m P= 1,5% 57 m P= 1,5% 55 m P= 1,5% 47 m P= 1,5% 57 m P= 1,5% 57 m P= 1,5% 65 m P= 1,5% 34 m P= 1,5% 112 m P= 1,5% 162 m P= 1,5% 59 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% P24 Simbología Tubería de PVC red de agua potable 150mm Tubería de hormigón red de alcantarillado 300mm L = 10.00 Longitud de tramo en metros Dirección de la red de alcantarillado ø 150 mm Diametro de la tubería a utilizar cr Caja de revisión P5 Pozo de alcantarillado P= 1,5% Pendiente de la tubería Desagues Hidrantes Tee Tee doble N=+100 Nivel de terreno cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr 100 flujo flujo flujo flujo flujo 86.31 89.36 87.82 al alcantarillado existentes flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo

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

Lot, Symbology, Pvc pipe drinking water network, Concrete pipe sewer network, Length of section in meters, Direction of the sewage network, Diameter of the pipe to use, Review box, Sewer well, Slope of the pipe, Drains, Hydrants, tee, Double tee, Ground level, flow, To the sewer, Existing, flow

Raw text data extracted from CAD file:

cr cr cr Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 Lot 20 Lot 21 Lot 22 Lot 23 Lot 24 Lot 25 Lot 26 Lot 27 Lot 28 Lot 29 Lot 30 Lot 31 Lot 32 Lot 33 Lot 34 Lot 35 Lot 36 Lot 147 Lot 148 Lot 149 Lot 150 Lot 151 Lot 152 Lot 157 Lot 158 Lot 159 Lot 160 Lot 161 Lot 162 Lot 129 Lot 130 Lot 131 Lot 132 Lot 133 Lot 134 Lot 135 Lot 136 Lot 137 Lot 138 Lot 139 Lot 140 Lot 141 Lot 142 Lot 61 Lot 62 Lot 63 Lot 64 Lot 65 Lot 66 Lot 67 Lot 68 Lot 69 Lot 70 Lot 71 Lot 72 Lot 74 Lot 75 Lot 76 Lot 77 Lot 78 Lot 79 Lot 80 Lot 81 Lot 82 Lot 83 Lot 84 Lot 85 Lot 37 Lot 38 Lot 39 Lot 41 Lot 42 Lot 43 Lot 40 Lot 44 Lot 45 Lot 46 Lot 47 Lot 48 Lot 49 Lot 50 Lot 51 Lot 52 Lot 53 Lot 54 Lot 55 Lot 56 Lot 57 Lot 58 Lot 59 Lot 60 Lot 86 Lot 87 Lot 88 Lot 89 Lot 90 lot 91 Lot 92 Lot 93 Lot 95 Lot 96 Lot 97 Lot 98 Lot 108 Lot 109 Lot 110 Lot 111 Lot 99 Lot 100 Lot 101 Lot 102 Lot 104 Lot 105 Lot 106 Lot 107 Lot 112 Lot 113 Lot 114 Lot 115 Lot 116 Lot 117 Lot 118 Lot 119 Lot 121 Lot 122 Lot 123 Lot 124 Lot 56 Lot 94 Lot 103 Lot 120 Lot 125 Lot 126 Lot 127 Lot 128 Lot 143 Lot 144 Lot 145 Lot 146 Lot 153 Lot 154 Lot 155 Lot 156 Lot 163 Lot 164 Lot 165 Lot 166 Lot 167 Lot 168 Lot 180 Lot 181 Lot 182 Lot 183 Lot 184 Lot 185 Lot 169 Lot 170 Lot 171 Lot 172 Lot 173 Lot 174 Lot 175 Lot 176 Lot 177 Lot 178 Lot 179 Lot 186 Lot 187 Lot 188 Lot 189 Lot 190 N= +100m N= +105m N= +101m N= +98m N= +99m N= +100m N= +103m N= +102m N= +101m N= +104m N= +102m N= +103m N= +104m N= +99m cr cr 98.80 P1 67 m P= 1,5% P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 97.79 100 97.59 95.88 100 95.68 94.25 100 94.05 92.70 101 92.50 91.12 102 90.92 89.56 102 89.36 89.36 88.02 102 87.82 87.82 86.34 100 86.14 86.14 84.85 100 84.65 84.65 83.39 100 81.39 81.39 80.17 100 79.97 79.97 88.02 103 87.82 87.82 86.51 102 86.31 85.02 102 84.82 84.82 P13 86.51 102 92.27 P14 85.02 100 84.82 84.82 P19 83.55 100 83.35 P20 82.10 100 81.90 P21 80.68 100 80.34 80.34 P22 78.78 100 78.58 78.58 P15 89.56 103 89.36 P23 88.02 105 86.51 104 86.31 P25 83.55 102 83.25 P26 78.77 99 78.57 P27 77.41 98 77.21 P16 P17 P18 114 m P= 1,5% 103 m P= 1,5% 90 m P= 1,5% 34 m P= 1,5% 57 m P= 1,5% 102 m P= 1,5% 57 m P= 1,5% 57 m P= 1,5% 65m P= 1,5% 144 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 144 m P= 1,5% 144 m P= 1,5% 34 m P= 1,5% 57 m P= 1,5% 55 m P= 1,5% 47 m P= 1,5% 57 m P= 1,5% 57 m P= 1,5% 65 m P= 1,5% 34 m P= 1,5% 112 m P= 1,5% 162 m P= 1,5% 59 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% 72 m P= 1,5% P24 Simbología Tubería de PVC red de agua potable 150mm Tubería de hormigón red de alcantarillado 300mm L = 10.00 Longitud de tramo en metros Dirección de la red de alcantarillado ø 150 mm Diametro de la tubería a utilizar cr Caja de revisión P5 Pozo de alcantarillado P= 1,5% Pendiente de la tubería Desagues Hidrantes Tee Tee doble N=+100 Nivel de terreno cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr cr 100 flujo flujo flujo flujo flujo 86.31 89.36 87.82 al alcantarillado existentes flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo flujo