Storm Drains DWG Detail for AutoCAD

Distribution network – topography – hydrologie – health – Details wells – Use

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

Psalto, New metal cap for well, New, New hf, Var., Var., Psalto, Empty ground, Miguel Morelos, av. Manuel Benjamin Carrion, Jorge e. Gaitan, Manuel Roses, Jose de san martin, Jorge e. Gaitan, Manuel Roses, Jose de san martin, Salvador Allende, Jose artigas, Jorge e. Gaitan, College of store accountants, in construction, Nameless, Sergio urgilés, Jorge e. Gaitan, Jose artigas, Salvador Allende, Jose de san martin, Manuel Roses, Jorge e. Gaitan, Jose de san martin, Manuel Roses, Jorge e. Gaitan, av. Manuel Benjamin Carrion, Miguel Morelos, Miguel Morelos, av. Manuel Benjamin Carrion, Jorge e. Gaitan, Manuel Roses, Jose de san martin, Jorge e. Gaitan, Manuel Roses, Jose de san martin, Salvador Allende, Jose artigas, Jorge e. Gaitan, Sergio urgilés, Francisco santander, Francisco santander, Jose artigas, Jose artigas, Jose de san martin, Location, Topographic survey, sector, Napoleon, Nursery house, Guzman, Chile, General store cemetery, Nursery house, Salvador Allende, Dominican, Montalvo, Albania, Porphyry, F. Federico, career, Jorge Miguel, Diaz, Diego de rojas, Cuba, Napoleon, Jorge e. Gaitan, Portugal, Colombia, Haiti, Chile, Bicep, Sunday e. Sarmiento, Benito Juarez, Francisco de morazan, Emiliano Zapata, Francisco de miranda, Miguel Hidalgo, Jose de san martin, Francisco nariño, Jose artigas, Guadeloupe, Spain, Argentina, Dominican Republic, Sta lucia, Dominica, to. Nino, Lavalleja, Abraham Lincoln, Avda. Iberoamerica, Manuel zambrano, Jose j Palaces, Jonh f. Kennedy, Mexico, Jose Marti, George Washington, Charles Darwin, Juan león mera, Miguel Morelos, Ricardo j. Bustamante, Hernan Cortes, Juan zenea, Enriquez, Pablo palacio, Jose M. Cabrera, Juan de Dios Maldonado, Juan, av. Manuel Benjamin Carrion, Antonio neumane, Jorge e. Gaitan, Manuel Roses, Francisco santander, Avda pio jaramillo alvarado, republic, Philippines, Urb. Of the master lojano, Urb., Urbanization, Workers fac., agricultural science, Daniel alvarez, Urb. Sta, Teresita, Urb. Union, Lojana, urbanization, D. to. Burundi, Urb. Brambles, Ing. Monica cisneros, Private technical college store, Topographic survey sector, teacher:, Contains:, sheet, date:, scale:, Storm drainage network, Track shaft, Revision well, Ground level, Symbology, Limit area of ​​contribution, Contribution area, Reaches Street rain, Ing. Monica cisneros, Private technical college store, AReastributareas for pluvial sector, teacher:, Contains:, sheet, date:, scale:, Revision well, Speed ​​of circulation, Slope of the pipe, Symbology, Pipe diameter, Length of pipe, Circulation flow, Ground level, Project quota, Track shaft, Storm drainage network, Sump of regilla, Ing. Monica cisneros, Private technical college store, Rainwater distribution network sector, teacher:, Contains:, sheet, date:, scale:, cut, draft, Abscissa, Quotas, ground, Sergio urgiles street, Francisco santander, ground, Quotas, Abscissa, draft, cut, Street salvador allende, ground, Quotas, Abscissa, draft, cut, Street josé artigas, ground, Quotas, Abscissa, draft, cut, Dat. Hydraulic, Hydraulic data, Psalto, scale:, date:, sheet, student:, Contains:, teacher:, Private technical college store, Ing. Monica cisneros, Rommel gomez, March, Specified, Storm sewer profiles, scale:, date:, sheet, Contains:, teacher:, Private technical college store, Ing. Monica cisneros, Specified, Storm sewer profiles, scale:, date:, sheet, Contains:, teacher:, Private technical college store, Ing. Monica cisneros, Specified, Storm sewer profiles, Psalto, plants, scale, Splicing plants, Of three four channels, variable, Cyclopean, variable, variable, Cut review well, scale, Paved in cm, variable, H.s., Plaster mortar, M. minimum, Simple concrete, Iron slabs, wall, cone, neck, top, Cast iron cover, Fc, scale, Cut well, Paved in cm, Until arrival pipe, variable, H.s., Iron slabs, Simple concrete, Fc, Cast iron cover, Down, Brick cover, Plaster mortar, Notes:, Through mouth, Well inside, Second variable measure of down, Exterior of the drain, Tube that arrives, Opening length, Inner diameter of the downspout, handle, cut, scale, paved, Pipe connection to the well, H.s., scale, variable, cut, scale, H.s., he has., H.s., masonry, Brick, Paved in cm, plant, scale, Var., Alc. sanitary, Alc. pluvial, Alc. sanitary, Alc. Combined storm, Plant cover, scale, tube, handle, scale, cut, Var., Mortar of, Plug, your B. principal, Minimum slope, Maximum slope, Alk. sanitary, Combined water span, scale, Home connection in, Shallow tubing, Home connection, Deep tubing, your B. Pr

Raw text data extracted from CAD file:

Psalto =1 m Psalto = 1.53 m Psalto = 0.1 m \fTimes New Roman|b0|i0|c0|p18;DETALLE DE TAPA METALICA PARA POZO .60 \fTimes New Roman|b0|i0|c0|p18;METALICO \fTimes New Roman|b0|i0|c0|p18;CERCO \fTimes New Roman|b0|i0|c0|p18;e=5mm. \fTimes New Roman|b0|i0|c0|p18;TAPA HF \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.58 \A1;.10 \A1;.10 \A1;0.57 \A1;à = VAR. \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.80 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.58 \A1;0.58 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.13 \A1;.10 \A1;0.1 \A1;à = VAR. \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.90 \A1;0.30 \A1;G \A1;C \A1;0.30 \A1;0.90 \A1;D \A1;C \A1;0.20 \A1;.15 \A1;F \A1;0.68 \A1;0.1 \A1;.10 \A1;0.13 \A1;1.30 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.20 \A1;1.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;PARED \A1;CONO \A1;CUELLO \A1;0.40 \A1;A= 1.30 \A1;0.40 Psalto =0,401 m A B C C 1 1 10 102 103 104 105 106 107 108 109 11 110 111 112 113 114 115 116 117 118 119 12 120 121 122 123 124 125 126 127 128 129 13 130 131 132 133 134 135 136 137 138 139 14 140 141 142 143 144 145 146 147 148 149 15 150 151 152 153 154 155 156 157 158 159 16 160 162 163 164 165 166 167 168 169 17 170 171 172 173 174 175 176 177 178 179 18 180 181 182 183 184 185 186 187 188 189 19 190 191 192 193 194 195 196 197 198 199 2 20 200 201 202 203 204 205 206 207 208 209 21 210 211 212 213 214 215 216 217 218 219 22 220 23 24 25 26 27 28 29 3 30 31 32 33 34 35 36 37 38 39 4 40 41 42 43 44 45 46 47 48 49 5 50 51 52 53 54 55 56 57 58 59 6 60 61 62 63 64 65 66 67 68 69 7 70 71 72 73 74 75 76 77 79 8 80 81 82 83 84 85 86 87 88 89 9 90 91 92 93 94 95 96 97 98 A RF1 RF3 RF4 RF5 TERRENO VACÍO 9556350 9556400 699200 699150 699100 699050 698950 699000 9556450 9556500 9556250 9556300 9556200 699250 698900 9556200 9556300 9556250 9556500 9556450 9556400 9556350 MIGUEL MORELOS AV. MANUEL BENJAMIN CARRION AV. MANUEL BENJAMIN CARRION JORGE E. GAITAN MANUEL ROSAS JOSE DE SAN MARTIN JORGE E. GAITAN MANUEL ROSAS JOSE DE SAN MARTIN SALVADOR ALLENDE JOSE ARTIGAS JOSE ARTIGAS JORGE E. GAITAN D D 1 0+000 Colegio de Contadores de Loja EN CONSTRUCCIÓN Sin nombre 2094.83 3 2094.83 4 2095.84 5 2095.63 6 2093.95 7 2095.82 8 2096.03 9 2096.43 10 2096.50 11 2096.74 12 2098.62 14 2100.81 15 2100.99 16 2101.70 17 2102.78 18 2103.59 19 2103.95 20 21 2103.89 22 2095.90 23 2107.04 25 2106.14 26 2106.63 27 2106.99 28 2108.00 29 2104.86 30 2104.94 31 2104.60 32 2105.90 33 2104.54 34 2104.25 36 2103.71 37 2103.23 38 2102.80 39 2102.50 40 2099.37 41 2099.47 42 2099.73 43 2098.79 44 2098.94 45 2098.94 47 2098.63 48 2103.50 49 2103.83 50 2104.95 51 2106.52 52 2106.66 53 2107.55 54 2108.00 55 2109.57 56 2107.48 58 2107.08 59 2106.59 60 2106.54 61 2105.23 62 2106.67 63 2106.74 64 2106.87 65 2106.99 66 2106.89 67 2106.13 69 2106.45 70 2106.38 71 2106.99 72 2107.28 73 2107.04 74 2112.92 75 2113.21 76 2113.22 77 2112.47 78 2112.68 80 2106.73 81 2109.01 82 2107.09 83 2110.41 84 2114.09 85 2113.07 86 87 2105.17 88 2105.23 89 2105.49 91 2105.50 92 2105.56 93 2105.30 94 2105.36 95 2105.20 96 2105.98 97 2106.07 98 2106.15 99 2106.25 100 2106.92 102 103 2107.93 104 2107.87 105 2104.72 106 2108.56 107 2111.06 108 2107.60 109 2112.31 110 2108.11 111 2114.31 114 2108.43 115 2108.79 116 2115.22 117 2109.01 118 2115.33 119 2115.20 120 2109.23 121 2109.26 122 2110.01 123 2116.18 125 2109.81 126 2112.57 127 2109.73 128 2109.78 129 2116.79 130 2116.73 131 2116.78 132 2119.25 133 2120.85 134 2121.81 136 2096.64 146 2098.31 147 2097.61 148 2097.83 149 2098.44 150 2098.63 151 2099.69 152 2099.62 153 2099.43 154 2099.36 156 2099.43 157 2099.34 158 2099.64 159 2099.50 160 2100.08 161 2099.93 162 2100.92 163 2100.61 164 2100.61 165 2101.75 167 2101.77 168 2102.74 169 2102.91 170 2095.67 171 2095.49 172 2095.30 173 2095.19 174 2095.30 2095.55 176 2096.75 178 2097.07 179 2097.37 180 2097.35 181 2097.05 182 2097.79 183 2098.19 184 2099.47 185 2100.56 186 2100.52 187 2100.96 189 2101.80 190 2104.53 191 2104.58 192 2104.59 193 2104.75 194 2104.75 195 2098.57 196 2097.83 197 2096.38 198 2096.36 200 2095.84 201 2095.84 202 2095.52 203 2095.29 204 2095.05 205 2095.11 206 2095.57 207 2095.73 208 2095.93 209 2095.92 211 2095.94 212 2095.74 213 2095.33 214 2094.69 215 2095.17 216 2095.22 217 2095.01 218 2095.26 219 2094.83 220 2094.86 221 2095.14 222 2094.83 223 224 2103.95 225 226 Sergio Urgilés D 1 D JORGE E. GAITAN JOSE ARTIGAS JOSE ARTIGAS SALVADOR ALLENDE JOSE DE SAN MARTIN MANUEL ROSAS JORGE E. GAITAN JOSE DE SAN MARTIN MANUEL ROSAS JORGE E. GAITAN AV. MANUEL BENJAMIN CARRION AV. MANUEL BENJAMIN CARRION MIGUEL MORELOS 699250 698950 698900 699200 699150 699100 699050 699000 9556350 9556400 9556450 9556500 9556550 9556250 9556300 9556200 698900 699250 9556200 9556300 9556250 9556550 9556500 9556450 699000 698950 699050 699100 699150 699200 9556400 9556350 C 1 C B A 9556350 9556400 699200 699150 699100 699050 698950 699000 9556450 9556500 9556550 9556250 9556300 9556200 699250 698900 9556200 9556300 9556250 9556550 9556500 9556450 9556400 9556350 699000 699050 699100 699150 699200 698900 698950 699250 MIGUEL MORELOS AV. MANUEL BENJAMIN CARRION AV. MANUEL BENJAMIN CARRION JORGE E. GAITAN MANUEL ROSAS JOSE DE SAN MARTIN JORGE E. GAITAN MANUEL ROSAS JOSE DE SAN MARTIN SALVADOR ALLENDE JOSE ARTIGAS JORGE E. GAITAN Sergio Urgilés FRANCISCO SANTANDER FRANCISCO SANTANDER P 1 P 2 P 3 P 4 P 6 P 7 P 8 P 9 P 10 P 11 P12 P 14 P 15 P 17 P 18 P 16 FRANCISCO SANTANDER FRANCISCO SANTANDER P 5 P 13 CT = 2113.21 CT = 2113.06 CT = 2112.89 CT = 2106.45 CT = 2106.59 CT = 2106.74 CT = 2109.01 CT = 2111.06 CT = 2107.60 CT = 2103.23 CT = 2100.71 CT = 2098.63 CT = 2093.25 CT = 2096.50 CT = 2095.74 CT = 2104.58 CT = 2118.36 CT = 2095.17 A = 0.127 Ha A = Ha 0.120 A = 0.117 Ha A = Ha 0.124 A = Ha 0.103 A = Ha 0.101 A = 0.197 Ha A = 0.201 Ha A = Ha 0.113 A = Ha 0.097 A = Ha 0.097 A = Ha 0.097 A = Ha 0.097 A = 0.194 Ha A = Ha 0.098 A = Ha 0.098 A = Ha 0.114 A = Ha 0.114 A = 0.196 Ha A = 0.131 Ha A = 0.126 Ha A = 0.107 Ha Ha 0.255 A = A = 0.159 Ha A = 0.149 Ha A = 0.139 Ha Ha 0.173 A = A = 0.149 Ha A = 0.182 Ha A = 0.127 Ha Ha 0.197 A = 0.077 Ha A = Ha 0.047 A = A = 0.132 Ha Ha 0.077 A = JOSE ARTIGAS CP = 2116.91 CT = 2118.36 L= 82,13 m D=250 mm S= 63 % Vo= 4,11m/s Qo=167,05 L/s CP = 2111.76 CT = 2113.21 L= 68,70 m D=250mm S= 7% Vo= 1,33 m/s Qo= 53,99 L/s JOSE ARTIGAS CP = 2111.31 CT = 2113.06 CP = 2111.04 CT = 2112.89 CP = 2105.00 CT = 2106.45 CP = 2097.18 CT = 2098.63 CP = 2091.80 CT = 2093.25 CP = 2099.26 CT = 2100.71 CP = 2101.78 CT = 2103.23 CP = 2106.15 CT = 2107.60 CP = 2109.61 CT = 2111.06 CP = 2103.13 CT = 2104.58 CP = 2091.07 CT = 2095.74 CP = 2093.72 CT = 2095.17 CP = 2104.84 CT = 2106.59 CP = 2105.29 CT = 2106.74 CP = 2107.56 CT = 2109.01 CP = 2094.45 CT = 2096.50 L= 67,54 m D=250mm S= 4 % Vo= 1,04 m/s Qo= 42,18L/s L= 60,70m D=250mm S= 100 % Vo= 5,18 m/s Qo= 210,43L/s L= 66,78 m D=250mm S= 5 % Vo=1,17 m/s Qo= 47,60 L/s L= 66,78 m D=250mm S= 7 % Vo= 1,35 m/s Qo= 54,76 L/s L= 59,08m D=250mm S= 110 % Vo= 5,44 m/s Qo= 220,76L/s L= 61,05 m D=250mm S= 153 % Vo= 6,43 m/s Qo=261,06 L/s L= 81,67 m D=250mm S= 28 % Vo= 2,74 m/s Qo=111,21 L/s L= 59,53 m D=250mm S= 123 % Vo= 5,76 m/s Qo=233,92L/s L= 65.61m D=250mm S= 32 % Vo= 2,93 m/s Qo=118,78 L/s L= 65,61 m D=250mm S= 38 % Vo= 3,22 m/s Qo=130,74 L/s L= 101,08 m D=250mm S= 43 % Vo= 3,42 m/s Qo=138,70 L/s L= 32,04 m D=250mm S= 108 % Vo= 5,40 m/s Qo=219,21 L/s L= 91,79 m D=250mm S= 33 % Vo= 2,98 m/s Qo= 121 L/s L= 88,32 m D=250mm S= 108 % Vo= 5,39 m/s Qo=218,90L/s L= 29,15 m D=475 mm S= 9 % Vo= 2,45 m/s Qo=389,31 L/s L= 36,43 m D=560 mm S= 5 % Vo= 1.99m/s Qo=446,70L/s L= 84,65 m D=250mm S= 87 % Vo= 4,83 m/s Qo= 196,30L/s L= 71,73 m D= 475mm S= 3 % Vo= 1,53m/s Qo=243,36 L/s L= 70,15 m D=250mm S= 77 % Vo= 4,55 m/s Qo=184,74 L/s JOSE DE SAN MARTIN L= 59,97 m D=250mm S= 59 % Vo= 3.97 m/s Qo=161,38 L/s L= 59,70 m D=250mm S= 34 % Vo= 3,04 m/s Qo=123,62 L/s H = 1.45m H = 1.45m H = 1.45m H = 1.75m H = 1.45m H = 1.85m H = 1.95m H = 1.75m H = 1.45m H = 1.45m H = 1.45m H = 1.45m H = 1.68m H = 5.18m H = 1.45m H = 1.45m H = 1.45m H = 4.76m H = 4.36m H = 1.45m UBICACION ESCALA______________ESQUEMÁTICA LEVANTAMIENTO TOPOGRAFICO SECTOR “DANIEL ALVAREZ” 193 80 155 83 NAPOLEON QUEBRADA VIVERO GUZMAN CHILE CEMENTARIO GENERAL DE LOJA QUEBRADA VIVERO SALVADOR ALLENDE DOMINICANA MONTALVO ALBANIA PORFIRIO F. FEDERICO DE CARRERA JORGE MIGUEL DIAZ DIEGO DE ROJAS CUBA NAPOLEON JORGE E. GAITAN PORTUGAL COLOMBIA HAITI CHILE BÉLICE DOMINGO E. SARMIENTO BENITO JUAREZ FRANCISCO DE MORAZAN EMILIANO ZAPATA FRANCISCO DE MIRANDA MIGUEL HIDALGO JOSE DE SAN MARTIN FRANCISCO NARIÑO JOSE ARTIGAS GUADALUPE ESPAÑA ARGENTINA REPUBLICA DOMINICANA STA LUCIA DOMINICA A. NARIÑO J LAVALLEJA ABRAHAM LINCOLN AVDA. IBEROAMERICA MANUEL ZAMBRANO JOSE J. PALACIOS JONH F. KENNEDY MEXICO JOSE MARTI GEORGE WASHINGTON CHARLES DARWIN JUAN LEÓN MERA MIGUEL MORELOS RICARDO J. BUSTAMANTE HERNAN CORTES JUAN ZENEA C ENRIQUEZ PABLO PALACIO JOSE M. CABRERA JUAN DE DIOS MALDONADO JUAN AV. MANUEL BENJAMIN CARRION ANTONIO NEUMANE JORGE E. GAITAN MANUEL ROSAS FRANCISCO SANTANDER AVDA PIO JARAMILLO ALVARADO REPUBLICA FILIPINAS 138 50 90 43 URB. DEL MAESTRO LOJANO URB. Urbanización de Trabajadores Fac. Ciencias Agrícolas DANIEL ALVAREZ URB. STA TERESITA URB. UNION LOJANA Urbanización D. A. Burneo URB. ZARZAS I 6 1———–750 1/7 Ing. Mónica Cisneros UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Levantamiento Topográfico Sector “Daniel alvarez” PROFESOR: CONTIENE: LÁMINA : FECHA: ESCALA: Red alcantarillado pluvial Eje de vía Pozo de revisión Cota terreno CT = SIMBOLOGÍA Límite área de aporte A = Área de aporte ALCANTA. PLUVIAL CENTRO, CALLE N 1———–750 2/7 Ing. Mónica Cisneros UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA ÁreasTributareas Para Alcantarillado^J Pluvial Sector “Daniel alvarez” PROFESOR: CONTIENE: LÁMINA : FECHA: ESCALA: Pozo de revisión V = Velocidad de circulaciíon Pendiente de la tubería S = SIMBOLOGÍA D = L = Q = CT = CP = Diametro de la Tubería Longitud de la Tubería Caudal de circulación Cota terreno Cota proyecto Eje de vía Red alcantarillado pluvial Sumidero de regilla 1———–750 3/7 Ing. Mónica Cisneros UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Red De Distribución De Alcantarillado^J Pluvial Sector “Daniel alvarez” PROFESOR: CONTIENE: LÁMINA : FECHA: ESCALA: 2110 2095 Corte Proyecto Abscisas Cotas Terreno 2090 CALLE SERGIO URGILES FRANCISCO SANTANDER 2020 2095 V: 1— 100 H: 1—1000 Terreno Cotas Abscisas Proyecto Corte 2010 2015 CALLE SALVADOR ALLENDE 2105 V: 1— 100 H: 1—1000 Terreno Cotas Abscisas Proyecto Corte 2110 2115 2120 2110 CALLE JOSÉ ARTIGAS 2095 V: 1— 100 H: 1—1000 Terreno Cotas Abscisas Proyecto Corte 2100 2105 0+000.00 0+071.81 2093.25 2096.5 2091.57 2091.32 1.68 5.18 0+000.00 0+059.86 0+118.56 2118.36 2109.01 2111.06 2116.91 1.45 2090 0+000.00 0+057.70 0+116.70 0+197.42 0+226.45 0+261.69 2113.21 2106.74 2103.23 2096.5 2095.74 2095.17 2111.76 2105.29 2101.78 2091.32 2090.98 2090.81 1.45 1.45 1.45 5.18 4.76 4.36 2090 2025 0+000.00 0+060.70 0+120.23 0+190.38 2112.89 2106.45 2098.63 2093.25 2110.44 2104.5 2097.18 2091.80 1.85 1.95 1.45 1.45 P 2 P 7 P11 P15 P17 P18 P4 P5 P13 P14 P1 P8 P9 P14 P15 D=250mm L= 59.08m S= 98.3% Vo= 5.44m/s Vo= 3.97 m/s D=250mm L= 59.97m S= 59% Vo= 4.83m/s L= 84.65m S= 87% D=250mm L= 29.15m S= 9.00% D=475mm Vo= 1.99m/s D=560mm S= 5% L= 36.43m DAT. HIDRAULICOS DAT. HIDRAULICOS DAT. HIDRAULICOS DATos HIDRAULICOS D= 475 mm S= 3% L= 71.73m Vo= 1.53 m/s D=250mm S= 153% L=61.05m Vo= 6.43 m/s Vo= 3.04m/s L= 59.70m S= 34% D=250mm Vo= 5.18m/s S= 90% L= 60.70m D=250mm D=250mm L= 59.53m S= 115% Vo= 5.76m/s D=250mm L= 70.15m S= 77% Vo= 4.55m/s H: 1—1000 V: 1— 100 Qo= 210.43L/s Qo= 233.92/s Qo= 184.74 L/s Qo=220.76L/s Qo= 161.38 L/s Qo=196.30L/s Qo= 389.31L/s Vo= 2.45m/s Qo= 446.70L/s Qo= 261.06L/s Qo=123.62L/s Qo=243.36L/s 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+070.00 0+090.00 0+100.00 0+110.00 0+080.00 0+130.00 0+140.00 0+160.00 0+170.00 0+180.00 0+150.00 0+190.00 0+210.00 0+220.00 0+240.00 0+250.00 0+260.00 2112,09 2110.97 2109.85 2108.72 2107.60 2106.01 2104.82 2104.22 2103.63 2105.41 2102.12 2101.29 2099.62 2098.79 2097.95 2100.45 2097.12 2096.17 2095.91 2095.52 2095.36 2095.20 2110.66 2109.57 2108.47 2107.38 2106.28 2103.52 2102.93 2102.64 2102.05 2103.23 2097.48 2097.15 2096.49 2096.16 2095.83 2096.82 2095.50 2091.09 2091.08 2090.94 2090.90 2090.85 1.45 1.45 1.45 1.45 1.45 1.45 1.80 1.83 1.88 1.91 1.94 1.85 1.96 4.74 4.71 4.66 4.57 4.45 2105.29 1.45 2101.78 1.45 2094.45 2.05 2091.06 4.68 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+070.00 0+090.00 0+100.00 0+110.00 0+080.00 2116,80 2115.24 2113.67 2112.11 2110.55 2109.36 2110.06 2110.41 2110.76 2109.71 2115.38 2113.85 2112.32 2110.78 2109.25 1,45 1.45 1.45 1.45 1.45 2107.72 1.45 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+080.00 2094.31 2094.66 2095.02 2095.37 2095.73 2096.08 1.65 2.11 2.57 3.03 3.50 3.95 2191.54 2091.50 2091.47 2091.43 2091.40 2191.36 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 2111.81 2110.74 2109.66 2108.59 2107.51 1.77 1.71 1.64 1.58 1.52 2109.54 2108.65 2107.75 2106.86 2105.96 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 2105.08 2103.73 2102.37 2101.02 2100.03 2099.46 2098.89 2098.33 2097.76 1.64 1.61 1.59 1.56 0+130.00 0+140.00 0+160.00 0+150.00 0+170.00 0+180.00 2105.0 1.45 Psalto =1 m 2097.18 1.45 2099.67 1.52 2097.77 2097.08 2095.69 2096.38 2094.99 2094.30 2093.51 2093.22 2092.66 2092.94 2092.38 2092.09 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 ESCALA: FECHA: LÁMINA : ESTUDIANTE: CONTIENE: PROFESOR: UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Ing. Mónica Cisneros Rommel Gómez 5 /7 Marzo / 2009 ESPECIFICADA PERFILES DE ALCANTARILLADO PLUVIAL SECTOR “DANIEL ALVAREZ” ESCALA: FECHA: LÁMINA : CONTIENE: PROFESOR: UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Ing. Mónica Cisneros 4 /7 ESPECIFICADA PERFILES DE ALCANTARILLADO PLUVIAL SECTOR “DANIEL ALVAREZ” ESCALA: FECHA: LÁMINA : CONTIENE: PROFESOR: UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Ing. Mónica Cisneros 6 / 7 ESPECIFICADA PERFILES DE ALCANTARILLADO PLUVIAL SECTOR “DANIEL ALVAREZ” Psalto = 1.53 m Psalto = 0.1 m A A B B PLANTAS ESCALA 1:20 ESCALA 1:20 PLANTAS DE EMPALMES DE TRES Y CUATRO CANALES 0.30 0.60 0.90 0.30 d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE 0.30 H CICLOPEO 180 KG/CM2 G C C 0.1 0.1 d = VARIABLE d = VARIABLE 0.30 0.90 d = VARIABLE d = VARIABLE POZO DE REVISION CORTE A-A ESCALA 1:20 1.30 EMPEDRADO e = 20 cm d VARIABLE H.S. 210 KG/CM2 ENLUCIDO MORTERO 180 KG/CM2 e=2cm h=0.80 m. minimo 0.20 0.60 HORMIGÓN SIMPLE PELDANOS DE HIERRO C/35 cm d 12mm 0.20 0.40 0.25 .08 .07 0.40 PARED CONO CUELLO TAPA TAPA DE HIERRO FUNDIDO F’c = 210 KG/CM2 0.90 ESCALA 1:20 POZO DE SALTO CORTE B-B 0.40 0.25 0.20 A= 1.30 EMPEDRADO e= 20 cm h=VARIABLE HASTA LLEGADA TUBERIA d VARIABLE KG/CM2 H.S. 210 e=2cm 180 KG/CM2 C/35 cm d 12mm PELDANOS DE HIERRO HORMIGÓN SIMPLE 0.90 0.60 F’c = 210 KG/CM2 TAPA DE HIERRO FUNDIDO .07 .08 G BAJANTE D C 0.20 .15 F E TAPA DE LADRILLO ENLUCIDO MORTERO NOTAS: A BOCA DE PASO B d INTERIOR DEL POZO C MEDIDA VARIABLE SEGUN d DEL BAJANTE D d EXTERIOR DEL BAJANTE E TUBO EMPOTRADO QUE LLEGA (mm) F LONGITUD DE LA ABERTURA (cm) G DIAMETRO INTERIOR DEL BAJANTE 0.68 AGARRADERA d=12mm d 8 mm 0.1 0.07 .10 0.13 0.02 CORTE 0-0 ESCALA 1:10 EMPEDRADO e= 20cm 1.30 CONEXION TUBERIAS AL POZO KG/CM2 H.S. 210 0.40 0.20 ESCALA 1:20 d VARIABLE 0.20 0.20 0.90 0.20 CORTE D-D ESCALA 1:10 13% H.S. 210 KG/CM2 H.A. 210 KG/CM2 0.58 .10 .10 0.01 0.01 .06 0.35 .06 0.57 H.S. 210 KG/CM2 MAMPOSTERIA DE LADRILLO EMPEDRADO e= 20 cm PLANTA ESCALA 1:10 à = VAR. d=100mm. ALC. SANITARIO d=150mm. ALC. PLUVIAL 0.10 0.60 0.10 D D 0.80 0.60 0.10 0.10 15% d=100mm. ALC. SANITARIO d=150mm. ALC. PLUVIAL O COMBINADO H H 0.58 0.58 0.11 0.11 0.11 0.11 0.11 PLANTA TAPA ESCALA 1:10 d8mm. d8mm. TUBO 3/4″ 0.03 0.13 AGARRADERA d=12mm ESCALA 1:10 CORTE H-H 0.02 0.13 .10 d 8 mm 0.06 0.1 0.58 à = VAR. 0.30 MORTERO DE ENCHUFE 1:2 TUB. PRINCIPAL PENDIENTE MINIMA 2% PENDIENTE MAXIMA 20% ACOMETIDA d 100mm ALC. SANITARIO d 150mm. ALC.PLUVIAL O COMBINADO ESCALA 1:20 CONEXION DOMICILIARIA EN TUBERIA POCO PROFUNDA CONEXION DOMICILIARIA TUBERIA PROFUNDA TUB. PRINCIPAL ESCALA 1:20 ACOMETIDA d 100mm ALC. SANITARIO d 150mm. ALC.PLUVIAL O COMBINADO à = VAR. PENDIENTE MINIMA 2% PENDIENTE MAXIMA 20% TUB. PRINCIPAL MORTERO 1:2 H = ALTURA VARIABLE HORMIGÓN SIMPLE 0.60 0.30 ESCALA 1:25 0.40 POSTE DE MADERA H=2.0 m ALAMBRE DE PUA TRIPLE GALVANIZADO 1.6mm NOTA: LA BASE LOS POSTE DE MADERA SE DEBERA PINTAR CON BREA DETALLE DE CERRAMIENTO 0.50 0.40 0.40 0.20 \A1;0.20 ESCALA: FECHA: LÁMINA : CONTIENE: PROFESOR: UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA Ing. Mónica Cisneros 7 /7 ESPECIFICADA DETALLES CONSTRUCTIVOS 699250 698950 698900 699200 699150 699100 699050 699000 2105 2100 Corte Proyecto Abscisas Cotas Terreno H: 1—1000 V: 1— 100 2095 CALLE JORGE E. GAITÁN 2110 CALLE JOSÉ DE SAN MARTÍN 2110 V: 1— 100 H: 1—1000 Terreno Cotas Proyecto Corte DAT. HIDRAULICOS 2115 2120 Abscisas 0+000.00 0+150.83 0+218.37 2118.36 2113.21 2113.06 2112.89 2116.91 2111.76 2111.31 2110.79 1.85 1,45 CALLE MANUEL ROSAS 2100 V: 1— 100 H: 1—1000 Terreno Cotas Abscisas Proyecto Corte 2105 2110 0+000.00 0+081.67 0+148.45 0+215.23 2109.01 2106.74 2106.59 2106.45 2107.56 2105.29 2104.84 2104.50 1.45 1.45 1.75 1.95 DAT. HIDRAULICOS 0+101.08 0+000.00 0+166.69 0+232.3 2107.6 2103.23 2100.71 2098.63 2106.15 2101.78 2099.26 2097.18 1.45 1.45 1.45 1.45 0+000.00 0+032.04 0+123.83 0+212.14 2090 2105 2100 Corte Proyecto Abscisas Cotas Terreno H: 1—1000 V: 1— 100 2095 Av. Manuel Benjamin Carrión 2110 2115 2111.06 2107.6 2104.58 2095.17 2109.61 2103.13 2093.72 1.45 1.45 1.75 1.75 P 1 P 4 P 3 P 2 P8 P 7 P 6 P 5 P10 P11 P12 P13 P9 P10 P16 P18 L= 82,13m D=250mm S= 63% Vo= 4,11m/s D= 250mm L= 68,70m S= 11% Vo= 1.72m/s S= 8% D=250mm L= 67,64m Vo= 5.40m/s S= 108% L= 32.04 D=250mm Vo= 2.98m/s D=250mm L= 91.79m S= 33% Vo= 1.39/s D=250mm L= 88.32m DAT. HIDRAULICOS DAT. HIDRAULICOS S= 11.00% L= 66.78m D=250mm Vo= 1.74m/s S= 8% L= 66.78m D=250mm Vo=1.48m/s Vo= 3.42 m/s D=250mm L= 101.08 S= 43% Vo= 3.22m/s D=250mm L= 65.61m S= 38% Vo= 2.93m/s D=250mm L= 65.61m S= 32% Qo= 67,05 L/s Qo= 69,70 L/s Qo= 61,28 L/s Vo= 1.51 m/s Qo= 138.70/s Qo= 130.74L/s Qo= 118.78L/s Qo= 70.70 L/s Qo= 59.99L/s Qo= 219.21L/s Qo= 121 L/s Qo= 218.90L/s S= 108% Qo= 111.21 L/s Vo= 2.74m/s D=250mm L= 81,67m S= 28% 0+070.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+082.13 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 1.45 1.45 2117.73 2117.09 2116.45 2115.83 2115.19 2114.56 2113.92 2113,19 2113.16 2113.14 2113.12 2113.10 2113.08 2116.28 2115.66 2115.03 2114.40 2113.77 2113.15 2112.52 2111.76 1.45 1.50 1.75 1.75 1.55 1.60 1.65 1.70 1.75 2111.68 2111.61 2111.53 2111.46 2111.38 2111.31 2111.27 1.77 1.78 1.80 1.82 1.84 1.85 2113.03 2113.00 2112.97 2112.95 2112.92 2112.90 2111.26 2111.22 2111.17 2111.13 2111.08 2111.04 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 2108.72 2108.44 2108.16 2107.88 2107.60 2107.31 2107.03 2106.72 2106.69 2106.67 2106.65 2106.63 2106.60 2106.56 2106.54 2106.51 2106.49 2106.47 1.45 2107.28 2107.00 2106.73 2106.45 2106.17 2105.89 2105.61 2105.29 1.45 1.50 1.55 1.60 1.65 1.70 1.74 2104.21 2104.14 2104.06 2104.99 2104.91 2104.85 2106.59 1.75 0+148.45 1.78 1.82 1.85 1.88 1.91 2104.78 2104.72 2104.67 2104.61 2104.56 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+110.00 0+120.00 0+130.00 0+140.00 0+160.00 0+150.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 2107.16 2106.72 2106.29 2105.85 2105.41 2104.97 2104.53 2104.09 2103.66 2102.85 2102.48 2102.11 2101.74 2101.00 2101.37 2100.29 2099.94 2099.60 2099.25 2098.90 1.45 2101.78 1.45 2099.26 1.45 2105.72 2105.29 2104.85 2104.42 2103.99 2103.56 2103.12 2102.69 2102.26 2100.12 2099.97 2099.81 2099.66 2099.36 2099.51 2097.65 2097.56 2097.47 2097.38 2097.29 0+010.00 0+020.00 2109.85 2108.64 1.45 1.45 2108.53 2107.45 2106.05 1.55 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+110.00 0+100.00 0+130.00 0+140.00 0+160.00 0+150.00 0+170.00 0+180.00 0+200.00 0+190.00 0+120.00 2102.73 2107,23 2106.91 2106.59 2106.26 2105.94 2105.62 2104.97 2105.29 2104.65 2105.11 2104.87 2104.64 2104.40 2104.16 2103.93 2103.46 2103.69 1.57 1.59 1.62 1,64 1,66 1.68 1.72 1.70 2103,73 2102.66 2100.52 2101.59 2099.45 2098.38 2096.25 2097.31 2097.21 2096.78 2095.93 2096.36 2095.51 2095.09 2094.24 2094.66 2.11 2.06 1.98 2.02 1.93 1.89 1.79 1.84 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 0+210.00 2106.46 1.93 2104.50 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 0+230.00 2098.70 2097.20 1.45 0+030.00 2108.64 1.45 2106.37 2106.15 Psalto =0,401 m 2104.84 P 4 P 3 P 2 2107.56 3.50 2107.76 2107.71 2107.66 2107.614 2107.56 1.50 1.84 2.18 2.52 2.86 Rommel Gómez Marzo / 2009 Rommel Gómez Marzo / 2009 Rommel Gómez Marzo / 2009 Rommel Gómez Marzo / 2009 Rommel Gómez Marzo / 2009 ESTUDIANTE: Rommel Gómez Marzo / 2009 ESTUDIANTE: ESTUDIANTE: ESTUDIANTE: ESTUDIANTE: ESTUDIANTE: