Network Plane DWG Plan for AutoCAD

Network Plane DWG Plan for AutoCAD

Plan water net

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

high voltage line, Saragossa, Acayucan, freeway, highway, Cosoleacaque, swallow, Condor, swan, calender, cardinal, Carpenter, calender, hawk, Guacamaya, Rhea, Eagle, Hummingbird, swallow, swan, Condor, calender, cardinal, Carpenter, King of the forest, goldfinch, Herons, King of the forest, Pigeons, Parrots, kingfisher, Parrots, Ducks, Pavorreal, Canaries, sparrow, swallow, swan, Condor, calender, cardinal, Carpenter, cardinal, Carpenter, owl, calender, hawk, Guacamaya, Rhea, Eagle, Hummingbird, cardinal, if they are, vulture, owl, Hummingbird, cardinal, vulture, Snow clerk, Federal zone limit, kingfisher, Pelicans, commercial, green area, Equip. urban, green area, Equip. urban, Commercial area, urban equipment, Commercial area, commercial, Equip. urban, green area, green area, urban equipment, urban equipment, Commercial area, Area reserved by the owner, commercial, green area, commercial, commercial, Tank feed line, Of regularization of, The pipe is without service, on Route, Cad. Gerardo hernandez canto, drawing:, Ing. Gonzalo a. Jimenez vargas, topography:, Ing. Benjamin Tadeo Tadeo, draft:, proficient:, Arq. Jose luis lopez flores, revised:, C. P. Dario barroso patricio, I authorize, division:, Potable water network, draft:, Potable water network, Type of plane:, do not. Of plan:, scale:, Dimensions:, May of, in meters, date:, Quantities of pipe, Pvc pipe hid. from:, Galvanized elbow, male plug, Tee galvanized of diam., Galvanized elbow, Trans multiple meter. Magnetic, Galvanized elbow, Niple of cms. Galvanized of diam., Male key with diam., Niple of cms. Galvanized of diam., Brass globe valve of diam., Niple of cms. Galvanized of diam., Nose valve for diam. Hose., Niple of cms. Galvanized of diam., Tube kitec mts. average, Insertion knot with adapter for kitec, Diameter clamp, Combination elbow with adapter for kitec, sectioning, Diameter pipe, Symbology, valve, Cruise number, Length of section in meters, Take home, Coefficient of daily variation, Coefficient of time variation, Project data, Daily maximum expenditure, Maximum hourly expenditure, number of, Number of inhabitants, endowment, Daily average expenditure, Number of lots, underground water, L.p., L.p., Deep wells, L.p., Professional cedula no., Director responsible for construction no., Ing. Artemio Ortiz Mendoza, Cruise ship design, From coatzacoalcos, S. to. Of c. V., cabbage. the sources, Technological institute km., see., Bell tip, Of pvc hid. from:, Boxes for operation, Of valves, Screws of:, Neoprene packaging of:, Elbow of pvc hid. from:, Bell reduction, Of pvc hid. from:, Spike tip, Of pvc hid. from:, Gate of, Valv. Of secc. kind, Tee of pvc hid. from:, List of special parts, P., P., P., P., P., P., P., P., P., P., P., Boxes, Cross of pvc hid. from:, P., P., Pvc plug, P., compacted fill, Of excavation, template, Rammed, Of excavation, pavement, Section of trench in streets, Trench dimensions, Direction of the pushes way of placing berths, elbow, plug, tee, Tee blind cap, Inches, Dimensions of concrete berths, For special parts, side, In cms., Millimeters, height, In cms., side, In cms., Docking volume, dipstick, welding, Drilling, welding, Isometric that indicates the flare of joining the frame with the rods by means of a rod of mm welded perimetrally to the frame., box, kind, diameter, valve, Cant, waltz., Cm., Esp., Wall, Cm., Counter frames, simple, double, quantity, Profile mm., camber, Exc., Ped., Tab., Conc., floor, M. Tab., Mor. Hundred, Dala per, Vars, with. Ree, Aplan, Hundred, L. Conc., ceiling, Vars, Kg floor, Notes for valve boxes, The dimensions are given in centimeters except those indicated in another, Unit prices are general for all slabs of the, Diam. Nominal of the piece. Esp., As well as those of the wall plant of the boxes., Structural profiles used for the, Construction of the sera light type., Valve operating value should be centered with the lid, from the box, The frames will be welded to a rod perimeter as, Indicates the isometrico in order to be able to tie more solidly the, Counter-frame with the roof slab., The roof slab will have the thickness indicated in the table will take a, Grating of rods of cm both directions the lower iron, Anger in the short sense., The floor slab will be cm thick with reinforcing rods, Cm in both directions., Residence test put in the bottom of the box a tube of, Mm to drain the case in case but provided that this, Discharge a well from the sewer., Floor that is detailed in this construction plan whenever it is, Desp

Raw text data extracted from CAD file:

x x x \A1;A \A1;P \A1;H B B A A F A A A B B A \A1;61.50 \A1;50.00 \A1;50.00 \A1;51.20 \A1;48.00 \A1;61.50 \A1;67.50 \A1;8.5 \A1;3.5 \A1;57.50 \A1;3.5 \A1;3.5 \A1;b \A1;e \A1;e \A1;b \A1;e \A1;e \A1;48.00 \A1;61.50 \A1;61.50 \A1;Y \A1;X \A1;10.00 \A1;c \A1;X \A1;D 15,00 32,00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 107 107.09 95.80 11.29 106 107.09 95.82 11.27 105 107.09 95.70 11.39 109 107.09 95.38 11.71 108 107.09 95.54 11.55 114 107.06 95.54 11.52 113 107.06 95.38 11.68 123 107.06 94.71 12.35 116 107.06 94.77 12.29 115 107.06 95.06 12.00 104 107.09 95.70 11.39 110 107.09 95.38 11.71 103 107.09 95.54 11.55 86 107.09 95.22 11.87 112 107.06 95.38 11.68 124 107.06 94.71 12.35 85 107.08 95.22 11.86 126 107.06 94.31 12.75 125 107.06 94.60 12.46 102 107.10 95.54 11.56 87 107.10 95.22 11.88 101 107.13 95.38 11.75 88 107.13 95.05 12.08 89 107.14 95.05 12.09 90 107.18 94.89 12.29 91 107.20 94.89 12.31 92 107.26 94.73 12.53 93 107.29 94.73 12.56 94 107.44 94.57 12.87 111 107.46 94.57 12.89 76 107.47 94.57 12.90 77 107.43 94.57 12.86 78 107.23 94.73 12.50 79 107.19 94.73 12.46 80 107.13 94.89 12.24 81 107.11 94.89 12.22 82 107.09 95.05 12.04 83 107.08 95.05 12.03 84 107.08 95.22 11.86 127 107.07 94.31 12.76 128 107.07 94.02 13.05 100 107.14 95.38 11.76 147 107.74 94.60 13.14 146 107.74 94.31 13.43 145 107.74 94.09 13.65 149 107.74 94.21 13.53 148 107.74 94.44 13.30 99 107.18 95.21 11.97 129 107.08 94.02 13.06 155 107.74 94.31 13.43 144 107.74 94.09 13.65 130 107.10 93.74 13.36 98 107.20 95.21 11.99 156 107.75 94.02 13.73 141 107.75 93.57 14.18 142 107.75 93.80 13.95 143 107.75 93.90 13.85 97 107.26 95.05 12.21 131 107.11 93.74 13.37 157 107.75 94.02 13.73 140 107.75 93.57 14.18 132 107.15 93.44 13.71 96 107.28 95.05 12.23 158 107.77 93.74 14.03 139 107.77 93.24 14.53 95 107.31 94.89 12.42 133 107.16 93.44 13.72 159 107.77 93.74 14.03 138 107.78 93.24 14.54 134 107.18 93.15 14.03 160 107.80 93.44 14.36 137 107.83 92.91 14.92 161 107.81 93.44 14.37 136 107.86 92.91 14.95 162 107.83 93.15 14.67 135 108.01 92.59 15.42 64 108.05 93.19 14.86 65 108.06 92.83 15.23 62 108.07 92.27 15.80 63 108.07 92.47 15.60 66 108.06 92.83 15.23 61 108.07 92.27 15.80 67 108.06 92.52 15.54 60 108.10 92.07 16.03 68 108.06 92.52 15.54 59 108.10 92.09 16.01 74 108.08 92.58 15.50 73 108.21 92.26 15.95 72 108.20 92.26 15.94 71 108.12 92.38 15.74 70 108.11 92.38 15.73 69 108.08 92.52 15.56 189 108.06 92.07 15.99 188 108.07 91.88 16.19 187 108.08 91.88 16.20 186 108.10 91.68 16.42 35 108.16 91.68 16.48 40 108.11 92.07 16.04 58 108.10 92.09 16.01 43 108.10 92.27 15.83 42 108.10 92.09 16.01 50 108.09 92.13 15.96 49 108.09 92.13 15.96 48 108.09 92.23 15.86 47 108.09 92.33 15.76 46 108.09 92.36 15.73 45 108.09 92.54 15.55 44 108.09 92.72 15.37 41 108.10 92.07 16.03 51 108.09 92.13 15.96 57 108.10 91.88 16.21 56 108.09 91.88 16.21 55 108.09 92.07 16.02 52 108.09 92.08 16.01 163 108.24 92.24 16.00 178 108.25 92.24 16.01 177 108.34 91.68 16.66 176 108.36 91.49 16.87 175 108.38 91.49 16.89 174 108.45 91.29 17.16 173 108.48 91.29 17.19 172 108.62 91.10 17.52 171 108.70 91.10 17.60 170 109.04 90.90 18.14 169 109.23 90.89 18.34 5 109.28 90.89 18.39 6 108.17 91.66 16.51 164 108.73 91.57 17.16 185 108.73 91.57 17.16 184 108.68 91.70 16.98 183 108.66 91.70 16.96 182 108.57 91.88 16.69 181 108.55 91.88 16.67 180 108.48 92.02 16.46 179 108.46 92.02 16.44 37 108.15 91.88 16.27 36 108.16 91.68 16.48 39 108.13 91.70 16.43 38 108.13 91.88 16.25 7 108.20 91.66 16.54 15 109.29 90.89 18.40 14 109.26 90.90 18.36 13 109.02 91.10 17.92 12 108.92 91.10 17.82 11 108.64 91.29 17.35 10 108.56 91.29 17.27 9 108.35 91.49 16.86 8 108.27 91.49 16.78 29 108.51 91.51 17.00 30 108.44 91.68 16.76 28 108.57 91.49 17.08 27 108.78 91.31 17.47 26 108.87 91.29 17.58 25 109.16 91.12 18.04 168 108.75 91.54 17.22 24 109.28 91.10 18.18 17 109.79 90.91 18.88 16 110.16 90.89 19.26 31 109.29 90.89 18.40 32 109.28 90.70 18.58 33 109.26 90.71 18.55 34 109.26 90.89 18.37 4 109.35 90.69 18.66 3 109.72 90.64 19.08 2 109.85 90.72 19.12 1 110.23 90.90 19.33 198 109.00 91.24 17.76 197 109.00 91.24 17.76 196 109.00 90.85 18.15 195 109.02 90.85 18.17 202 108.93 91.34 17.59 201 108.93 91.34 17.59 200 108.94 91.05 17.89 199 108.95 91.05 17.90 206 108.91 91.42 17.49 205 108.91 91.42 17.49 204 108.91 91.15 17.76 203 108.92 91.15 17.77 75 108.03 92.59 15.44 190 108.05 93.19 14.86 191 108.05 92.72 15.33 166 108.69 92.59 16.10 165 108.73 91.57 17.16 23 109.76 91.88 17.88 18 109.79 90.91 18.88 167 108.73 91.52 17.21 19 109.79 91.46 18.33 20 109.79 90.89 18.90 21 109.79 91.46 18.33 22 109.79 90.68 19.11 192 109.16 90.55 18.61 194 109.11 91.14 17.97 193 109.12 90.55 18.57 208 108.90 91.55 17.35 207 108.91 91.25 17.66 LINEA DE ALTA TENSION A ZARAGOZA A ACAYUCAN AUTOPISTA CARRETERA A COSOLEACAQUE 5 GOLONDRINA CONDOR CISNE CALANDRIA CARDENAL CARPINTERO CALANDRIA HALCON GUACAMAYA ÑANDU AGUILA COLIBRI GOLONDRINA CISNE CONDOR CALANDRIA CARDENAL CARPINTERO REY DEL BOSQUE JILGUERO GARZAS REY DEL BOSQUE PALOMAS PALOMAS LOROS MARTIN PESCADOR LOROS PATOS PAVORREAL CANARIOS GORRION GOLONDRINA CISNE CONDOR CALANDRIA CARDENAL CARPINTERO CARDENAL CARPINTERO BUHO CALANDRIA HALCON GUACAMAYA ÑANDU AGUILA COLIBRI CARDENAL SISON BUITRE BUHO COLIBRI CARDENAL CARDENAL BUITRE ESCRIBANO NIVAL LIMITE DE LA ZONA FEDERAL 5 18.73 40.80 2.50 88.11 24.16 47.95 22.01 4.01 79.63 MARTIN PESCADOR PELICANOS 34.21 72.43 14.75 13.67 Lc=13.26 Lc=12.19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 18.79 132.74 Lc=4.35 Lc=16.75 11.62 Lc=24.13 Lc=14.95 15.96 11.58 11.30 15.13 27.52 33.15 4.56 41.67 17.43 14.50 14.59 4.42 0.05 15.69 48.80 27.56 14.55 15.40 7.36 55.07 101.43 L=22.92m L=11.99m L=64.27m L=24.00m L=44.75m L=24.00m L=121.56m L=40.78m L=85.14m L=8.50m L=64.27m L=8.50m L=24.00m L=64.27m L=24.00m L=8.50m L=121.56m L=8.50m L=24.00m L=151.50m L=24.00m L=29.94m L=8.50m L=64.27m L=8.50m L=24.00m L=64.27m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=8.50m L=151.50m L=8.50m L=151.50m L=24.00m L=8.50m L=64.27m L=24.00m L=61.57m L=40.42m L=24.87m L=24.00m L=64.27m L=151.50m L=8.50m L=8.50m L=61.57m L=8.50m L=151.50m L=24.00m L=8.50m L=64.27m L=24.00m L=133.50m L=20.01m L=12.52m L=60.06m L=24.00m L=64.27m L=151.50m L=8.50m L=8.50m L=133.50m L=8.50m L=151.50m L=24.00m L=8.50m L=64.27m L=24.00m L=133.50m L=24.00m L=24.00m L=64.27m L=151.50m L=8.50m L=8.50m L=133.50m L=8.50m L=151.50m L=24.00m L=24.00m L=133.50m L=24.00m L=8.50m L=133.50m L=8.50m L=24.00m L=133.50m L=24.00m L=23.99m L=151.45m L=24.00m L=151.41m L=8.51m L=151.46m L=8.50m L=24.00m L=151.46m L=24.00m L=1.84m L=151.50m L=63.16m L=1.46m L=24.00m L=8.50m L=24.00m L=6.66m L=1.46m L=151.50m L=24.00m L=8.50m L=24.00m L=7.04m L=56.50m L=6.66m L=7.04m L=151.50m L=24.00m L=124.76m L=7.68m L=11.96m L=10.38m L=102.15m L=151.50m L=8.50m L=124.76m L=8.50m L=151.50m L=24.00m L=151.50m L=19.89m L=21.74m L=8.50m L=1.46m L=151.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=7.16m L=7.04m L=128.66m L=8.50m L=121.50m L=1.46m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.69m L=23.81m L=151.50m L=24.00m L=151.50m L=24.00m L=151.50m L=151.50m L=151.50m L=1.46m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=8.50m L=24.00m L=151.50m L=24.00m L=151.50m L=151.50m L=151.50m L=8.50m L=151.50m L=151.50m L=24.00m L=151.50m L=151.50m L=8.50m L=151.50m L=151.50m L=24.00m L=7.16m L=152.96m L=151.50m L=8.50m L=151.50m L=24.00m L=7.16m L=24.02m L=151.50m L=24.00m L=151.50m L=131.00m L=29.08m L=26.68m L=7.11m L=26.68m L=8.50m L=95.30m L=8.50m L=95.51m L=8.50m L=95.30m L=8.50m L=95.51m L=8.50m L=97.83m L=8.50m L=98.04m L=293.50m L=11.04m L=8.61m L=75.75m L=1.84m L=179.45m L=1.46m L=1.46m L=163.56m L=11.04m L=18.25m L=8.50m L=50.51m L=11.96m L=59.04m L=28.11m L=88.17m L=95.48m L=8.70m L=24.01m L=24.01m L=24.01m L=102.60m L=24.01m COMERCIAL AREA VERDE 5,333.43m2 EQUIP. URBANO AREA VERDE EQUIP. URBANO AREA COMERCIAL EQUIPAMIENTO URBANO 7,249.26m2 AREA COMERCIAL AREA COMERCIAL AREA COMERCIAL 341.56m2 341.56m2 341.56m2 341.56m2 341.56m2 688.62m2 2,555.38m2 COMERCIAL 1,984.65m2 EQUIP. URBANO 9,819.80m2 150.45m2 3,381.15m2 AREA VERDE AREA VERDE 688.62m2 2,645.71m2 AREA VERDE 624.82m2 EQUIPAMIENTO URBANO 2,479.37 m2 EQUIPAMIENTO URBANO AREA COMERCIAL 4,421.39m2 AREA QUE SE RESERVA EL PROPIETARIO 10,797.58m2 COMERCIAL AREA VERDE 89.97m2 COMERCIAL 188.33m2 113.76m2 COMERCIAL 142.65m2 LINEA DE ALIMENTACION (VIENE DEL TANQUE DE REGULARIZACION DE 1,050 m3 DE CAPACIDAD). LA TUBERIA ES SIN SERVICIO EN RUTA (T.S.S.R). \A1; CAD. GERARDO HERNANDEZ CANTO DIBUJÓ: ING. GONZALO A. JIMENEZ VARGAS TOPOGRAFIA: ING. BENJAMIN TADEO TADEO PROYECTÒ: PERITO: ARQ. JOSE LUIS LOPEZ FLORES REVISO: C. P. DARIO BARROSO PATRICIO AUTORIZO: "PRADOS DE COSOLEACAQUE" FRACCIONAMIENTO: RED DE AGUA POTABLE PROYECTO: RED DE AGUA POTABLE TIPO DE PLANO: PD-AG-R5 No. DE PLANO: ESCALA: ACOTACIONES: 1:1000 MAYO DE 2008 EN METROS FECHA: CANTIDADES DE TUBERIA TUBERIA DE PVC HID. RD-26 DE: 152 MM (6")d 1,278.53 ML CODO GALVANIZADO DE 90ª x 1/2" TAPON MACHO 1/2" TEE GALVANIZADA DE 1/2" DE DIAM. CODO GALVANIZADO DE 90ª x 1/2" MEDIDOR DE CHORRO MULTIPLE DE TRANS. MAGNETICA 1/2"d CODO GALVANIZADO DE 90ª x 1/2" NIPLE DE 45 CMS. GALVANIZADO DE 1/2" DE DIAM. LLAVE MACHO CON OREJAS DE 1/2" DE DIAM. NIPLE DE 10 CMS. GALVANIZADO DE 1/2" DE DIAM. VALVULA DE GLOBO DE BRONCE DE 1/2" DE DIAM. NIPLE DE 10 CMS. GALVANIZADO DE 1/2" DE DIAM. NIPLE DE 60 CMS. GALVANIZADO DE 1/2" DE DIAM. VALVULA DE NARIZ PARA MANGUERA DE 1/2" DE DIAM. NIPLE DE 5 CMS. GALVANIZADO DE 1/2" DE DIAM. TUBO KITEC 6 MTS. PROMEDIO NUDO DE INSERCION CON ADAPTADOR PARA KITEC ABRAZADERA 3" x 1/2" DE DIAMETRO CODO COMBINADO DE 90º x 1/2" CON ADAPTADOR PARA KITEC 14.- SECCIONAMIENTO 77.00 30 L = TUBERIA DE 3" DIÁM TUBERIA DE 6" DIÁM SIMBOLOGIA VALVULA DE NUMERO DE CRUCERO LONGITUD DE TRAMO EN METROS 75 MM (3")d 12,286.73 ML 3.- 4.- 2.- 1.- 9.- 8.- 7.- 6.- 5.- 13.- 12.- 11.- 10.- 17.- 18.- 16.- 15.- TOMA DOMICILIARIA 2 3 12 13 10 11 16 15 6 8 14 7 9 18 17 5 4 COEFICIENTE DE VARIACION DIARIA COEFICIENTE DE VARIACION HORARIA DATOS DEL PROYECTO GASTO MAXIMO DIARIO GASTO MAXIMO HORARIO NUMERO DE HAB/LOTES NUMERO DE HABITANTES DOTACION GASTO MEDIO DIARIO NUMERO DE LOTES AGUA SUBTERRANEA 38.24 L.P.S. 185 LTS/HAB/DIA 24.67 L.P.S. POZOS PROFUNDOS 17.62 L.P.S. 1.40 5 7,420 1.55 1484 CEDULA PROFESIONAL No. 547761 DIRECTOR RESPONSABLE DE OBRA No. 17 ING. ARTEMIO ORTIZ MENDOZA DISEÑO DE CRUCEROS RM, DE COATZACOALCOS S. A. DE C. V. COL. LAS FUENTES INSTITUTO TECNOLOGICO KM. 264 MINATITLAN, VER. EXTREMIDAD CAMPANA DE PVC HID. DE: 75 MM (3")d 203 MM (8")d CAJAS PARA OPERACION DE VALVULAS TORNILLOS DE: 3/4" x 2 1/2" (3")d 3/4" x 3 1/2" (8")d 75 MM (3")d 203 MM (8")d EMPAQUES DE NEOPRENO DE: 45°x75 MM (22°x3")d 90°x75 MM (45°x3")d 45°x152 MM (45°x6")d CODO DE PVC HID. DE: 90°x152 MM (90°x6")d 203x152 MM (8"x6")d REDUCCION CAMPANA DE PVC HID. DE: EXTREMIDAD ESPIGA DE PVC HID. DE: 75 MM (3")d 203 MM (8")d 203 MM (8")d 75 MM (3")d COMPUERTA DE: VALV. DE SECC. TIPO 152x152 MM (6"x6")d 203x203 MM (8"x8")d TEE DE PVC HID. DE: LISTA DE PIEZAS ESPECIALES CT- CT-3 CT-2 PZA. PZA. 1 1 PZA. PZA. 1 11 1 11 PZA. PZA. PZA. 30 PZA. 1 PZA. 11 PZA. 0 PZA. 0 PZA. 2 PZA. PZA. 2 PZA. PZA. 88 16 PZA. 22 CAJAS CAJAS 11 1 75x75 MM (3"x3")d 152x152 MM (6"x6")d CRUZ DE PVC HID. DE: PZA. PZA. 5 5 22°x152 MM (22°x6")d 5 4 PZA. TAPON PVC 75 MM (3")d PZA. 9 RELLENO COMPACTADO C/MAT. DE EXCAVACION PLANTILLA APISONADA C/MAT. DE EXCAVACION P(CMS) A(CMS) 60 7 pavimento SECCION DE ZANJA EN CALLES A P D DIMENSIONES DE LA ZANJA H(CMS) H 3" D 100 S/ESC. 70 10 6" 110 DIRECCION DE LOS EMPUJES Y FORMA DE COLOCAR LOS ATRAQUES CODO B B TAPON TEE A A F A A TEE Y TAPA DE CIEGA A B B PULGADAS A DIMENSIONES DE LOS ATRAQUES DE CONCRETO PARA LAS PIEZAS ESPECIALES LADO B EN CMS. MILIMETROS 75 ALTURA EN CMS. 3" 30 LADO A EN CMS. 30 30 VOLUMEN X ATRAQUE 0.027 Varilla de 3/8" SOLDADURA PERFORACION DE 3/4" SOLDADURA ISOMETRICO QUE INDICA LA FROMA DE UNIR EL CONTRAMARCO CON LAS VARILLAS POR MEDIO DE UNA VARILLA DE 9.5 mm (3/8") Ø, SOLDADA PERIMETRALMENTE AL CONTRAMARCO. 2 75 a 150 1 1.27 11.3 1.00 0.90 14 1.28 1.18 1.10 - 1 100 1.92 1.51 0.15 3.75 3.60 0.151 32 CAJA TIPO No DE DIAMETRO VALVULA CANT. DE VALS. m. h EN c cm. EN m. EN a b m. EN ESP. MURO e cm. m. EN x m. EN y CONTRAMARCOS SENCILLO DOBLE CANTIDAD PERFIL mm. PERALTE EXC. M3 PED. TAB. M2 CONC. PISO M3 M. TAB. MOR. CEM. M2 DALA PER. 2 VARS. 3/8" Ø CON. REE APLAN. M2 CEM. 0.061 L. CONC. TECHO M3 VARS. 3/8" Ø Kg PISO NOTAS PARA LAS CAJAS DE VALVULAS 1.-TODAS LAS ACOTACIONES SE DAN EN CENTIMETROS EXEPTO LAS INDICADAS EN OTRA UNIDAD LAS COTACIONES "X" E "Y" SON GENERALES PARA TODAS LAS LOSAS DE LOS DIAM. NOMINAL DE LA PZA. ESP. CONTRAMARCOS, ASI COMO LAS "a" Y "e" DE LA PLANTA DE MUROS DE LAS CAJAS. 2.-LOS PERFILES ESTRUCTURALES DE 150 mm (6") DE PERALTE EMPLEADOS PARA LA CONSTRUCCION DEL CONTRAMARCO, SERA TIPO LIVIANA. 3.-EL DADO DE OPERACION DE LA VALVULA DEBERA QUEDAR CENTRADA CON LA TAPA DE LA CAJA 4.-A LOS CONTRAMARCOS SE LES SOLDARA UNA VARILLA PERIMETRALMENTE COMO LO INDICA EL ISOMETRICO CON EL OBJETO DE PODER AMARRAR MAS SOLIDAMENTE EL CONTRAMARCO CON LA LOSA DEL TECHO. 5.- LA LOSA DEL TECHO TENDRA EL ESPESOR INDICADO EN LA TABLA Y LLEVARA UN EMPARRILLADO DE VARILLAS DE 3/8" @ 10 cm AMBOS SENTIDOS EL FIERRO INFERIOR IRA EN SENTIDO CORTO. 6.- LA LOSA DEL PISO SERA DE 10 cm DE ESPESOR CON REFUERZO DE VARILLAS DE 3/8" @ 30 cm EN AMBOS SENTIDOS. 7.-QUEDAN A JUICIO DE LA RESIDENCIA PONER EN EL FONDO DE LA CAJA UN TUBO DE 50 mm (2") PARA DESAGUAR LA CAJA EN CASO NECESARIO, PERO SIEMPRE QUE ESTE DESCARGUE A UN POZO DE VISITA DEL ALCANTARILLADO. 8.-EL PISO QUE SE DETALLA EN ESTE PLANO DE CONSTRUIRA SIEMPRE QUE SE DESPLANTE SOBRE TIERRA U OTRO MATERIAL SEMEJANTE. SI EL TERRENO DE CIMENTACION ES TEPETATE ORDINARIO, ROCA ALTERADA O ROCA FIRME FISURADA SE CONTRUIRA LA LOSA DEL PISO SIN LA PLANTILLA Y SI ES ROCA FIRME SANA, SE ELIMINARA LA LOSA DEL PISO DESPLANTANDOSE LOS MUROS DIRECRAMENTE SOBRE EL TERRENO. 9.-QUEDA A JUICIO DE LA RESIDENCIA EL EMPLEO DE UNA O VARIAS CAJAS TIPO EN UN CRUCERO, DE ACUERDO CON EL NUMERO Y DISPOSICION DE LAS VALVULAS. PRORCIONAMIENTO DEL CONCRETO LOSA DE TECHO 1:2 : 31/2" LOSA DEL PISO 1:3 : 5 CAJAS PARA OPERACION DE VALVULAS 30 30 COMISIÓN DEL AGUA DEL ESTADO DE VERACRUZ APROBADO POR EL DEPARTAMENTO DE ESTUDIOS Y POYECTOS SEGÚN OFICIO NO. _______________DE FECHA _______________ Revisó: ING. GUILLERMO CORTES HERNANDEZ JEFE DE LA OF. DE SUPERVISION DE ESTUDIOS Y PROYECTOS ING. GUILLERMO SALAS FERRER JEFE DEL DEPARTAMENTO DE ESTUDIOS Y PROYECTOS Aprobó: CAJON. S/N CAJON. S/N AGUAS NEGRAS MIGUEL HIDALGO UNIDAD DEPORTIVA N COSOLEACAQUE" FRACC. "PRADOS DE AUTOPISTA A ACAYUCAN AV. HIDALGO AV. HIDALGO AV. HIDALGO CABECERA MUNIPAL COSOLEACAQUE UBICACION: LOCALIZACION GPE. VICTORIA A JALTIPAN CJON. S/N REVOLUCION N. HEROES CJON. HIDALGO F. LOPEZ ARIAS JUSTO SIERRA CANTINFLAS CDA. ALTAMIRA CJON. S/N CJON. S/N LAS FLORES LOS TULIPANES CJON. CJON. EMILIANO ZAPATA TRANSISTMICA INDEP. 1º DE MAYO 20 DE NOV. 16 DE SEPTIEMBRE BELIZARIO DOMINGUEZ AGUAS NEGRAS MIGUEL HIDALGO A.M.P. PVEM FRANCISCO VILLA CAJON. S/N CAJON. S/N A. LOPEZ MATEOS MIGUEL ALEMAN AGUAS NEGRAS MIGUEL HIDALGO UNIDAD DEPORTIVA F. LOPEZ ARIAS A. LOPEZ MATEOS LA COLMENA FRACC. RINCON DE DANTE DELGADO PIPILA CJON. S/N CJON. S/N JESUS REYES HEROLES L. D. COLOSIO H. HEBERTO C. CJON. S/N ANTONIO QUIROZ PROL. 20 DE NOV. 20 DE NOV. TRANSISTMICA ITURBIDE MARTIN ALOR CJON. CJON. CJON. J. MALPICA CJON. LOS CHININES BOLIVAR SIMON CJON. PRD CJON. CJON. S/N BENITO JUAREZ E. ZAPATA CJON. CJON. CJON. S/N E. ZAPATA CJON. CUAUHTEMOC VICENTE GUERRERO CJON. CJON. PROL. E. ZAPATA MARTIN ALOR JUAN ESCUTIA EULALIO VELA 10 DE OCTUBRE CJON. S/N 5 DE FEBRERO A. RUIZ CORTINEZ CJON. S/N CJON. S/N CJON. S/N CJON. S/N CJON. S/N EULALIO VELA MIGUEL HIDALGO MIRADOR TELEGRAFOS PARQUE MPAL. PALACIO CORREOS PAN A. RUIZ CORTINEZ HEROES DE TOTOAPAN EJERCITO MEXICANO ALLENDE ALLENDE MIRADOR BARRIO SEGUNDO B A R R I O CJON. S/N JUAN DE LA BARRERA TRANSISTMICA CAPITAN ARIZA CALLEJON CJON. S/N TRANSISTMICA CJON. S/N 5 DE FEBRERO D U C T O S NIÑO PERDIDO LA CEIBA MOCTEZUMA 5 DE FEBRERO 5 DE MAYO VERACRUZ N COSOLEACAQUE" FRACC. "PRADOS DE AUTOPISTA A ACAYUCAN AV. HIDALGO AV. HIDALGO AV. HIDALGO AV. HIDALGO ELEVACION PIEZOMETRICA ELEVACION DEL TERRENO CARGA DISPONIBLE TANQUE DE ALAMACENAMIENTO DE 1,050 m3 POZO PROFUNDO CRUCE DE TUBERIA SIN CONEXION FUENTE DE ABASTECIMIENTO CAPTACION CONDUCCION REGULARIZACION EXISTENTE DISTRIBUCION DESINFECION BOMBEO L= 947.93m TANQUE SUPERFICIAL 1,050 m3 GRAVEDAD POR CLORACION SERVICIO TOMA DOMICILIARIA TAPA DE PEAD CORTE A-A' CORTE B-B' ^ MARCO ^ B B A A' ^ ^ 61.50 50.00 50.00 51.20 48.00 61.50 67.50 8.5 3.5 57.50 3.5 3.5 b 1 VARS. 3/8" Ø e e b e e 48.00 61.50 61.50 S/ESC. S/ESC. S/ESC. S/ESC. CONTRAMARCO S/ESC. S/ESC. 40 0.036 6" 152 EN m3 152x75 MM (6"x3")d 6 PZA. 2 Y X 10.00 c X 2 T.N. T.N. 2, 4, 168 3 5 96-101, 146, 17 18, 41 191, 194, 208 25, 27, 87, 126-133, 187, 188 30, 32, 33, 56, 57, 63, 125, 134, 177, 34, 39, 108, 197, 37, 38, 43, 95, 114, 44, 107 11°15' 3" 3" 46 47, 53, 116, 48, 49, 55, 50 51, 124, 144, 11°15' 3" 3" 90° 6" 6" 58 68 74 85, 86 106 115, 148 123 142 145 149, 192 165 90° 6" 6" 2, 4, 168 11°15' 6" 6" 3" 3 6" 6" 3" 6" 5 3" 3" 3" 7-9, 13, 14, 64-67, 96-101, 146, 155-166, 178-186 3" 3" 3" 10-12, 42, 70, 71, 80-84, 102-105, 112, 113, 193, 195, 196, 199, 200, 203, 204 3" 6" 3" 6" 15 6" 6" 3" 16, 169 3" 3" 3" 3" 17 3" 3" 3" 3" 18, 41 3" 19, 21-23, 166, 167 191, 194, 208 3" 3" 3" 20, 24, 26, 28, 29, 31, 36, 60-62, 69, 72, 77-79, 88-94, 3" 3" 3" 25, 27, 87, 126-133, 187, 188 90° 3" 3" 30, 32, 33, 56, 57, 189, 202, 206 90° 3" 3" 34, 39, 108, 197, 198, 201, 205 90° 3" 3" 37, 38, 43, 95, 114, 147, 162, 190, 207 22°30' 3" 3" 44, 107 11°15' 3" 3" 45, 151 11°15' 3" 3" 46 22°30' 3" 3" 47, 53, 116, 143, 150, 152-154 45° 3" 3" 48, 49, 55, 45° 3" 3" 3" 50 3" 3" 3" 51, 124, 144, 52, 54, 117-122 58 3" 6" 3" 6" 68 6" 6" 6" 74 3" 3" 3" 3" 85, 86 22°30' 90° 3" 3" 106 22°30' 3" 3" 115, 148 11°15' 3" 3" 3" 123 22°30' 90° 3" 3" 142 22°30' 3" 3" 3" 145 3" 3" 149, 192 3" 3" 3" 165 6"x3" 8"x8" 8"x6" 1 8"x6" 8" 6" 6" 3" 6"x3" 3" 6, 40, 73, 163 6"x3" 170-176, 109, 110 135-141 3" 3" 3" 6"x3" 6"x6" 6" 6" 35, 164 3" 3" 3" 6"x3" 6" 6" 59, 75, 76 90° 3" 6" 3" 6"x3" 111 CT - 3 CT - 2 CT - 2 CT - 2 CT - 2 CT - 2 207 108.91 91.25 17.66 NUMERO DE CRUCERO REDUCCION ESPIGA PVC 152x75 MM (6"X3")d PZA. 2 152x75 MM (6"x3")d PZA. 10 75x75 MM (3"x3")d PZA. 106 22°x75 MM (22°x3")d 11°x75 MM (22°x3")d 15 13 PZA. PZA. COPLE DE REPARACION PVC 75 MM (3")d PZA. 2 CONTRA MARCO SENCILLO DE 1.10x100mm DE 1.40x100mm 11 1 PZA. PZA. MARCO CON TAPAS DE PEAD DE MEDIA DENSIDAD 12 PZA. DISEÑO DE CRUCEROS DISEÑO DE CRUCEROS

Language	Spanish
Drawing Type	Plan
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, net, network, plan, plane, provision, wasser bestimmung, water