Plant And Channel Profile DWG Block for AutoCAD

Plant and longitudinal profile irrigation canal

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

Progressive, Ground level, Low level, Cutting height, Fill height, Type of terrain, Grade break, Elev, Progressive, Natural terrain home, End natural land, Progressive, natural terrain, Esc., Longitudinal profile prog., Progressive, Curve element box, curve, radio, delta, tangent, Longbow, External, East, north, Curve element box, curve, radio, delta, tangent, Longbow, External, East, north, pending, berm, Channel axis, Esc., Channel section on natural terrain, Prog. until, Concrete f’c, compacted fill, With affirmed, granular material, No plastic, Material over t.m., Fin channel coated, Natural terrain home, Channel coated, End natural land, gate, Bp:, Sta, Progressive, Home capture, Progressive, Coated section, manifold, Prog, manifold, Prog, manifold, Prog, manifold, Prog, manifold, Prog, manifold, Prog, manifold, Prog, Pedestrian crossing, natural terrain, section, Pedestrian crossing, Esc., Plant prog., Simple concrete f’c cement portland type more cured with concrete curative additive all edges will be bevelled with achavos seal of contraction sealed with polyurethane elastomeric of each expansion joint sealed with polyurethane elastomeric of each at the beginning of each work of art ., Technical specifications channel, When the radius of curvature is less than the outer wall of the channel curve, when the deflection angle is greater, the outer wall of the channel curve must precede the execution of the work, the topographic survey must be carried out for the approval of the channel. supervisor. The axis of the stroke follows the axis however in the possible improve stroke by making stretches avoiding the smallest number of pis. The pee must be suitable in agreement with the conditions of opting where possible straight stretches., Notes, Plot, In the thicknesses are by default, sandy, Sealant, Elastomeric esp., Cord of, back, Cord of, back, Sealant, Elastomeric esp., Esc., Of dilation m., Esc., Of contraction m., concrete, concrete, Joint detail, Plot, In the thicknesses are by default, Channel coated, End of projected channel, Projected channel start, End of projected channel, Projected channel start

Raw text data extracted from CAD file:

N U M I D I C I P A L V O I P R A L I C N D A H D E U R M A Y E N 1.10 .10 .10 .70 .10 .20 .30 .30 .23 .30 1.70 .10 .80 1 1/4″ 0.10 1/2″ 1″ 0.10 42 44 46 48 50 PROGRESIVAS COTA TERRENO COTA RASANTE ALTURA DE CORTE ALTURA DE RELLENO TIPO DE TERRENO 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 GRADE BREAK STA = 0+000.00 ELEV = 47.284 PROGRESIVA: 0+002.23 PROGRESIVA: 0+044.69 47.28 47.26 47.21 47.09 46.96 46.84 46.71 46.58 46.45 46.32 46.196 46.09 45.99 45.88 45.78 45.68 45.57 45.47 45.36 45.26 45.16 45.05 44.95 44.836 44.65 44.47 44.28 44.10 43.91 43.72 43.54 43.35 47.284 47.295 47.192 47.170 47.067 46.904 46.591 46.541 46.457 46.366 46.196 46.129 46.112 46.030 46.026 45.970 45.908 45.895 45.753 45.756 45.630 45.497 45.469 44.961 44.202 44.050 43.842 43.922 43.851 43.742 43.562 43.382 0.000 0.035 0.08 0.107 0.06 0.05 0.00 0.04 0.12 0.15 0.25 0.29 0.34 0.43 0.39 0.50 0.47 0.45 0.52 0.125 0.00 0.00 0.02 0.02 0.03 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0.000 0.18 0.06 0.000 0.000 0.000 INICIO TERRENO NATURAL FIN TERRENO NATURAL PROGRESIVA 0+044.69 PROGRESIVA = 0+630.88 TERRENO NATURAL ESC. V = 1/100 ESC. H = 1/1,000 PERFIL LONGITUDINAL ( PROG. 0+044.69 – 0+630.88 ) PROGRESIVA: 0+630.88 CUADRO DE ELEMENTOS DE CURVA CURVA PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 RADIO 58.00 6.00 18.00 9.00 5.30 45.00 32.00 10.00 7.00 12.00 14.00 14.00 11.00 13.00 76.00 12.00 14.00 14.00 11.00 12.50 DELTA 5.9947 59.9733 21.1523 70.3399 68.9181 6.8788 9.0871 43.0665 34.1473 18.7115 16.4485 33.9530 52.2037 39.5065 3.7814 26.5759 30.6999 21.2397 34.7517 29.0390 TANGENTE 3.037 3.462 3.361 6.342 3.637 2.705 2.543 3.946 2.150 1.977 2.023 4.274 5.389 4.668 2.509 2.834 3.843 2.625 3.442 3.237 LONG.CURVA 6.068 6.280 6.645 11.049 6.375 5.403 5.075 7.517 4.172 3.919 4.019 8.296 10.022 8.964 5.016 5.566 7.501 5.190 6.672 6.335 EXTERNA 0.079 0.927 0.311 2.010 1.128 0.081 0.101 0.750 0.323 0.162 0.145 0.638 1.249 0.813 0.041 0.330 0.518 0.244 0.526 0.412 PC 0+019.87 0+037.05 0+048.51 0+076.72 0+092.05 0+115.57 0+139.23 0+159.70 0+174.00 0+184.49 0+192.87 0+201.41 0+228.22 0+270.48 0+291.05 0+318.11 0+326.32 0+353.33 0+369.21 0+386.46 PT 0+025.94 0+043.33 0+055.15 0+087.77 0+098.42 0+120.97 0+144.31 0+167.21 0+178.18 0+188.41 0+196.89 0+209.71 0+238.24 0+279.45 0+296.07 0+323.67 0+333.83 0+358.52 0+375.88 0+392.80 PI 0+022.91 0+040.51 0+051.87 0+083.06 0+095.69 0+118.27 0+141.77 0+163.64 0+176.15 0+186.47 0+194.89 0+205.69 0+233.61 0+275.15 0+293.56 0+320.94 0+330.17 0+355.96 0+372.65 0+389.70 ESTE 818069.868 818066.486 818055.135 818031.220 818018.899 818000.566 817980.588 817964.050 817951.171 817942.313 817936.954 817928.006 817899.833 817874.075 817855.772 817828.746 817821.176 817795.304 817780.282 817763.211 NORTE 8885716.699 8885699.421 8885695.523 8885675.380 8885682.561 8885667.881 8885655.492 8885641.170 8885641.659 8885636.129 8885629.585 8885623.496 8885623.356 8885589.804 8885585.584 8885581.207 8885575.753 8885573.455 8885566.026 8885568.558 CUADRO DE ELEMENTOS DE CURVA CURVA PI-21 PI-22 PI-23 PI-24 PI-25 PI-26 PI-27 PI-28 PI-29 PI-30 PI-31 PI-32 PI-33 PI-34 PI-35 PI-36 PI-37 RADIO 34.50 30.00 10.00 6.00 11.00 23.00 9.50 8.00 10.50 18.00 8.00 8.00 13.00 1000.00 14.00 16.00 34.50 DELTA 7.7741 9.4161 35.0445 50.4146 18.3956 9.9913 28.1749 19.6671 9.1538 10.5197 23.9607 29.4237 20.1581 0.1894 23.4220 13.3258 5.9804 TANGENTE 2.344 2.471 3.157 2.824 1.781 2.010 2.384 1.387 0.841 1.657 1.698 2.101 2.311 1.653 2.902 1.869 1.802 LONG.CURVA 4.681 4.930 6.116 5.279 3.532 4.011 4.672 2.746 1.678 3.305 3.346 4.108 4.574 3.305 5.723 3.721 3.601 EXTERNA 0.080 0.102 0.487 0.631 0.143 0.088 0.295 0.119 0.034 0.076 0.178 0.271 0.204 0.001 0.298 0.109 0.047 PC 0+411.97 0+423.28 0+437.29 0+449.19 0+457.10 0+464.24 0+471.79 0+502.45 0+508.84 0+517.60 0+528.76 0+540.71 0+569.37 0+595.97 0+609.94 0+620.85 0+629.08 PT 0+416.65 0+428.21 0+443.41 0+454.47 0+460.63 0+468.25 0+476.46 0+505.19 0+510.52 0+520.91 0+532.10 0+544.81 0+573.95 0+599.28 0+615.66 0+624.57 0+632.68 PI 0+414.31 0+425.75 0+440.45 0+452.01 0+458.88 0+466.25 0+474.17 0+503.83 0+509.68 0+519.26 0+530.46 0+542.81 0+571.68 0+597.62 0+612.84 0+622.72 0+630.88 ESTE 817743.567 817733.626 817722.213 817710.481 817706.276 817700.295 817693.175 817663.436 817657.838 817648.360 817637.761 817625.408 817599.031 817573.115 817557.935 817548.538 817540.401 NORTE 8885583.618 8885589.288 8885598.569 8885599.404 8885605.296 8885609.656 8885613.144 8885612.067 8885613.842 8885615.249 8885618.890 8885617.809 8885629.786 8885631.718 8885632.799 8885629.500 8885628.642 PENDIENTE S=-0.52% 0.000 0.018 0.000 0.12 0.000 0.04 0.007 0.000 0.000 0.45 0.000 0.42 0.000 0.44 5 5 5 5 5 5 BERMA BERMA EJE DEL CANAL 5 5 Q = 0.65 m3/seg ESC. = 1/25 SECCION DE CANAL EN TERRENO NATURAL PROG. 0+044.69 HASTA PROG.0+630.88 5 5 CONCRETO f’c = 175 Kg/cm2 RELLENO Y COMPACTADO CON AFIRMADO H=0.20m. MATERIAL GRANULAR NO PLASTICO MATERIAL OVER T.M. 6″ 5 5 5 FIN CANAL REVESTIDO INICIO TERRENO NATURAL INICIO CANAL REVESTIDO FIN TERRENO NATURAL COMPUERTA 817500 E 817550 E 817600 E 817650 E 817700 E 817750 E 817800 E 817850 E 817900 E 817950 E 818000 E 818050 E 818100 E 8885550 N 8885600 N 8885650 N 8885700 N 8885750 N 46 46 46 46 48 48 48 46 46 44 44 44 44 46 44 44 44 46 46 46 46 48 48 48 48 48 48 48 48 48 48 48 48 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 BP: 0+000.00 STA 0+000.00 PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 PI-21 PI-22 PI-23 PI-24 PI-25 PI-26 PI-27 PI-28 PI-29 PI-30 PI-31 PI-32 PI-33 PI-34 PI-35 PI-36 PI-37 PROGRESIVA 0+044.69 PROGRESIVA = 0+630.88 INICIO CAPTACION PROGRESIVA 0+000 TRAMO REVESTIDO KM 0+500 KM 0+000 COLECTOR PROG 0+044.69 COLECTOR PROG 0+195.20 COLECTOR PROG 0+275.00 COLECTOR PROG 0+295.00 COLECTOR PROG 0+377.00 COLECTOR PROG 0+443.80 COLECTOR PROG 0+579.30 PASE PEATONAL TERRENO NATURAL TRAMO 1 PASE PEATONAL PASE PEATONAL PASE PEATONAL ESC. = 1/1,000 PLANTA ( PROG. 0+044.69 – 0+630.88 ) 1.- CONCRETO SIMPLE f’c = 175 Kg/cm2 2.- CEMENTO PORTLAND TIPO MS 3.- CURADO CON ADITIVO CURADOR DE CONCRETO 4.- TODAS LAS ARISTAS SERAN BISELADAS CON ACHAVOS 1cm.x1cm. 5.- JUNTA DE CONTRACCION SELLADO CON ELASTOMERICO DE POLIURETANO DE 1/2″ CADA 3.00m. 6.- JUNTA DE DILATACION SELLADO CON ELASTOMERICO DE POLIURETANO DE 1 1/4″ CADA 9.00m. AL INICIO Y FINAL DE CADA OBRA DE ARTE. ESPECIFICACIONES TECNICAS – CANAL 1.- CUANDO EL RADIO DE CURVATURA SEA MENOR A 5.00m. ENCIMAR EL MURO EXTERIOR DE LA CURVA DEL CANAL EN 0.05m. 2.- CUANDO EL ANGULO DE DEFLEXION SEA MAYOR A 75%, ENCIMAR EL MURO EXTERIOR DE LA CURVA DEL CANAL EN 0.05m. 3.- PREVIO A LA EJECUCION DE LOS TRABAJOS SE DEBERA REALIZAR EL LEVANTAMIENTO TOPOGRAFICO PARA LA APROBACION DEL SUPERVISOR. EL EJE DEL TRAZO SIGUE EL EJE EXISTENTE, SIN EMBARGO EN LO POSIBLE MEJORAR TRAZO HACIENDO TRAMOS RECTOS, EVITANDO EL MENOR NUMERO DE PIs. 4.- LOS PIs DEBEN SER ADECUADOS EN OBRA, DE ACUERDO A LAS CONDICIONES DE CAMPO, OPTANDO EN LO POSIBLE TRAMOS RECTOS. NOTAS CA-01 0+044.69 PP-01 0+055.15 CA-02 0+195.20 CA-03 0+275.00 PP-02 0+279.45 CA-04 0+295.00 CA-05 0+377.00 CA-06 0+443.80 PP-03 0+454.47 CA-07 0+579.30 PP-04 0+624.57 PLOTEAR EN ESCALA 1/1,000 EN B/N, LOS GROSORES ESTAN POR DEFECTO ARENOSO 1 1/4″ 0.10 SELLADOR f´c = 175 Kg/cm2 1/2″ 1 cm ELASTOMERICO ESP. = 1 1/4″ CORDON DE RESPALDO 1 1/4″ 3/4″ 1″ 0.10 CORDON DE RESPALDO 1/2″ SELLADOR ELASTOMERICO ESP. = 1/2″ ESC. = 1/5 DE DILATACION c/9.00 m. ESC. = 1/5 DE CONTRACCION c/3.00 m. CONCRETO f´c = 175 Kg/cm2 CONCRETO DETALLE DE JUNTA DETALLE DE JUNTA 47.19 47.19 0.000 0.000 S=-0.64% S=-0.93% 43.25 43.25 0.000 0.00 0+044.69 46 48 50 -5 0 5 0+060.00 46 48 50 -5 0 5 0+080.00 46 48 50 -5 0 5 0+140.00 44 46 48 50 -5 0 0+160.00 44 46 48 50 -5 0 5 0+180.00 44 46 48 50 -5 0 5 0+200.00 46 48 50 -5 0 5 0+220.00 44 46 48 -5 0 5 0+240.00 44 46 48 -5 0 5 0+260.00 44 46 48 -5 0 5 0+280.00 44 46 48 -5 0 5 0+300.00 44 46 48 -5 0 5 0+320.00 44 46 48 -5 0 5 0+340.00 42 44 46 48 -5 0 5 0+360.00 42 44 46 48 -5 0 5 0+380.00 42 44 46 48 -5 0 5 0+460.00 42 44 46 48 0+480.00 42 44 46 48 0+500.00 42 44 0+520.00 42 44 46 0+560.00 42 44 46 0+580.00 42 44 46 0+600.00 42 44 46 0+620.00 42 44 46 0+100.00 46 48 50 -5 0 5 0+120.00 44 46 48 50 Ac = 2.308 m2 Ar = 0.254 m2 Ac = 1.619 m2 Ar = 0.199 m2 Ac = 1.477 m2 Ar = 0.377 m2 Ac = 1.201 m2 Ar = 0.444 m2 Ac = 1.355 m2 Ar = 0.276 m2 Ac = 1.528 m2 Ar = 0.216 m2 Ac = 2.149 m2 Ar = 0.216 m2 Ac = 1.450 m2 Ar = 0.172 m2 Ac = 1.455 m2 Ar = 0.395 m2 Ac = 1.606 m2 Ar = 0.274 m2 Ac = 1.546 m2 Ar = 0.179 m2 Ac = 1.577 m2 Ar = 0.241 m2 Ac = 1.735 m2 Ar = 0.109 m2 Ac = 1.797 m2 Ar = 0.123 m2 Ac = 2.221 m2 Ar = 0.053 m2 Ac = 1.847 m2 Ar = 0.035 m2 Ac = 1.072 m2 Ar = 0.346 m2 Ac = 1.623 m2 Ar = 0.075 m2 Ac = 0.753 m2 Ar = 0.378 m2 Ac = 0.745 m2 Ar = 0.134 m2 Ac = 0.755 m2 Ar = 0.187 m2 Ac = 1.309 m2 Ar = 0.487 m2 Ac = 1.427 m2 Ar = 0.574 m2 Ac = 1.445 m2 Ar = 0.317 m2 Ac = 1.569 m2 Ar = 0.256 m2 0+400.00 42 44 46 48 -5 0 5 0+420.00 42 44 46 48 -5 0 5 Ac = 3.003 m2 Ar = 0.004 m2 Ac = 3.674 m2 Ar = 0.000 m2 Ac = 2.262 m2 Ar = 0.000 m2 44 PLOTEAR EN ESCALA 1/100 EN B/N, LOS GROSORES ESTAN POR DEFECTO (EMPALME A CANAL REVESTIDO EXISTENTE) 0+630.00 42 44 46 Ac = 2.930 m2 Ar = 0.00 m2 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 -5 0 5 46 FIN DE CANAL PROYECTADO INICIO DE CANAL PROYECTADO 0+630.88 42 44 46 Ac = 2.930 m2 Ar = 0.00 m2 -5 0 5 0+440.00 42 44 46 48 -5 0 5 Ac = 2.626 m2 Ar = 0.021 m2 0+540.00 42 44 46 Ac = 1.092 m2 Ar = 0.702 m2 -5 0 5 FIN DE CANAL PROYECTADO INICIO DE CANAL PROYECTADO