Small Underground Irrigation Canal DWG Full Project for AutoCAD

In this project we saw a small channel passing under a proposed urban outfit .. to continue supplying neighboring properties (farms) consisting of design drawings of architecture and outstanding design sections and details.

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

District hope, Other purposes, education, recreation, Park nº, Other purposes, High mochica channel, av. Federico villarreal, Projected, Existing houses, Runway projection, recreation, Street, Street, Street, Other purposes, Street, passage, passage, recreation, Other purposes, education, av. Federico villarreal, existing, Slope tub., your B:, Slope, Slope projected slope, Slope, Projected track, Existing inequality, Projected track, Ground level, clearance, Existing inequality, gate, water level, Ground level, Roof flange tub., Partial distance, Accumulated distance, the hope, district, Ml pvc, Ml pvc, Existing ditch, drawing, Indicated, scale, January, date, work:, Responsible professional, sheet, flat, Location, owner, Stake out the network, Sanitary sewer of the urb., Installation of potable water networks, Roses of the valley ii stage trujillo, Of drinking water, Quota, gate, Ml pvc, Villarreal, av. Federico, Quota, Arrival of tb., Quota, Quota, Quota, Quota, Quota, Quota, Cleaning box, Cleaning box, Buzzer, stage, Palm trees of the valley, Step ii, Palm trees of the valley, Owned by terseros, Mailbox detail, Esc, Height max. Of water h., Water level h., Cleaning box detail, Esc, Canal network plant, Esc, Longitudinal profile, Esc, Change of slope, your B:, your B:, your B:, Ascia, dilatation meeting, section, Detail channel structure in a.v. Valleys, Esc, Detail channel structure in a.v. Federico villareal, clearance, Existing inequality, Slope, Projected track, Existing inequality, Slope, Existing inequality, Slope, Projected track, Slope, Existing inequality, Concrete channel structure, Street, Villarreal, av. Federico

Raw text data extracted from CAD file:

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\A1;18.47 \A1;18.47 \A1;18.49 \A1;18.50 \A1;18.51 \A1;9.00 \A1;8.80 \A1;8.80 \A1;8.80 \A1;8.80 \A1;7.80 \A1;18.00 \A1;7.00 \A1;7.00 \A1;7.80 \A1;7.00 \A1;9.57 \A1;18.00 \A1;20.00 \A1;20.00 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;7.80 \A1;14.17 \A1;9.21 \A1;8.79 \A1;18.00 \A1;9.04 \A1;44.69 \A1;9.86 \A1;4.91 \A1;16.28 \A1;14.34 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.49 \A1;7.20 \A1;7.20 \A1;8.10 \A1;20.00 \A1;7.98 \A1;20.00 \A1;20.00 \A1;20.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;8.10 \A1;20.00 \A1;8.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;8.00 \A1;20.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;8.00 \A1;6.00 \A1;11.50 \A1;20.00 \A1;8.00 \A1;6.00 \A1;6.00 \A1;8.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;8.00 \A1;6.00 \A1;5.50 \A1;11.50 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;40.00 \A1;17.50 \A1;18.20 \A1;7.80 \A1;10.00 \A1;7.80 \A1;9.50 \A1;7.00 \A1;8.00 \A1;7.27 \A1;7.31 \A1;14.78 \A1;0.15 \A1;0.30 \A1;0.75 \A1;0.05 \A1;0.15 \A1;0.50 \A1;0.15 \A1;1.10 \A1;0.30 \A1;0.80 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 -1690.190461340474 0.20 5 5 5 5 5 5 5 5 \A1;0.20 \A1;0.15 \A1;0.45 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.55 \A1;0.25 \A1;0.25 -1975.282768087392 -1975.282768087392 \A1;0.37 \A1;1.30 \A1;0.15 \A1;0.25 \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.95 \A1;1.45 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 181.4037918556596 \A1;11.60 DISTRITO LA ESPERANZA 5 5 A = 147.94 m2 5 5 5 5 A = 140.00 m2 A = 140.00 m2 A = 140.40 m2 5 5 5 5 5 5 A = 155.11 m2 A = 162.00 m2 A = 144.00 m2 A = 146.52 m2 4,593.27 m2 B 1,976.65 m2 A 5,185.03 m2 A = 340.72 m2 E 1 5 A = 136.98 m2 A = 140.25 m2 OTROS FINES 5 5 5 A = 140.40 m2 5 A = 153.00 m2 A = 140.00 m2 A = 140.00 m2 5 5 A = 140.00 m2 A = 169.85 m2 A = 158.89 m2 A = 165.34 m2 5 5 A = 513.39 m2 EDUCACION RECREACION PARQUE Nº 01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 145.03 m2 A = 144.20 m2 A = 147.79 m2 A = 152.49 m2 A = 158.88 m2 A = 164.56 m2 A = 168.74 m2 A = 171.50 m2 A = 172.82 m2 A = 172.74 m2 A = 172.47 m2 A = 172.51 m2 A = 191.59 m2 A = 140.00 m2 A = 162.01 m2 6 8 4 5 7 24 25 28 2 1 A = 177.67 m2 A = 199.82 m2 23 28 A = 169.59 m2 30 2 3 A = 177.77 m2 5 2 4 A = 177.72 m2 A = 177.82 m2 7 13 A = 177.91 m2 9 A = 177.86 m2 12 10 11 14 15 A = 177.96 m2 25 A = 178.01 m2 A = 168.53 m2 A = 173.40 m2 A = 177.02 m2 A = 155.10 m2 3 A = 162.43 m2 3 4 A = 231.90 m2 1 6 2 8 9 10 11 16 15 13 12 14 17 18 23 19 20 22 21 27 26 29 3 8 7 1 4 6 10 5 12 16 11 1,286.47 m2 9 15 14 13 D 18 17 19 C 1,789.28 m2 20 21 22 24 26 27 29 31 32 1 9 7 8 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 160.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 160.00 m2 A = 140.00 m2 A = 160.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 160.00 m2 5 5 5 5 5 5 5 5 5 5 5 A = 140.00 m2 A = 140.00 m2 A = 146.44 m2 A = 148.85 m2 A = 148.77 m2 A = 148.69 m2 A = 148.61 m2 A = 148.52 m2 A = 148.44 m2 A = 148.36 m2 A = 148.28 m2 A = 148.20 m2 2,091.07 m2 G 2,296.85 m2 I 3,216.59 m2 H 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 6 7 8 9 10 11 12 13 14 15 A = 3539.53 m2 A = 714.48 m2 5 A = 151.24 m2 A = 139.99 m2 A = 142.26 m2 5 5 5 5 A = 157.74 m2 A = 134.93 m2 5 6 5 5 5 5 5 5 5 5 5 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30 5 5 A = 206.66 m2 A = 145.29 m2 A = 115.89 m2 5 2,327.34 m2 F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 140.25 m2 A = 140.25 m2 A = 140.25 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 145.75 m2 18 150.23 m2 1 150.83 m2 2 150.83 m2 3 150.83 m2 4 150.83 m2 5 150.83 m2 150.83 m2 7 150.83 m2 8 148.52 m2 9 6 17 16 15 14 140.47 m2 155.24 m2 168.66 m2 12 11 10 9 8 7 A = 766.02 m2 144.00 m2 1 140.40 m2 2 140.40 m2 3 140.40 m2 4 140.40 m2 5 6 158.28 m2 2 158.28 m2 3 158.28 m2 4 158.28 m2 5 6 181.30 m2 1 2,638.84 m2 D 2,486.66 m2 E 1,349.19 m2 F 168.66 m2 168.66 m2 168.66 m2 168.66 m2 171.74 m2 200.18 m2 1 1149.01 m2 2 OTROS FINES 140.47 m2 140.47 m2 140.47 m2 140.47 m2 140.47 m2 140.47 m2 5 5 5 5 5 A=1000.00 m2 A=315.00 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 162.92 m2 5 A = 162.82 m2 4 A = 162.72 m2 3 A = 162.62 m2 2 A = 162.61 m2 1 5 A = 140.40 m2 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 A = 140.40 m2 A = 140.40 m2 A = 140.40 m2 A = 140.40 m2 A = 140.40 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 A = 144.00 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 5 5 3 15 14 13 12 11 10 7 8 9 16 17 18 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 230.00 m2 5 5 5 120.00 m2 120.00 m2 120.00 m2 120.00 m2 120.00 m2 160.00 m2 120.00 m2 120.00 m2 120.00 m2 120.00 m2 160.00 m2 251.03 m2 177.34 m2 167.98 m2 191.62 m2 182.26 m2 228.44 m2 4 3 5 1 2 250.25 m2 175.00 m2 141.96 m2 1125.95 m2 293.11 m2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 274.42 m2 256.53 m2 180.66 m2 156.77 m2 178.75 m2 178.75 m2 178.75 m2 178.75 m2 412.50 m2 178.75 m2 178.75 m2 165.00 m2 240.89 m2 173.94 m2 183.65 m2 5 4 2 12 1 13 11 5 10 9 8 6 7 137.17 m2 168.78 m2 193.69 m2 126.00 m2 174.00 m2 120.00 m2 120.00 m2 120.00 m2 180.00 m2 264.61 m2 258.57 m2 143.82 m2 191.19 m2 1 7 8 184.85 m2 560.90 m2 189.08 m2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 120.08 m2 120.21 m2 240.83 m2 120.61 m2 120.75 m2 120.88 m2 121.02 m2 121.15 m2 121.29 m2 121.42 m2 121.56 m2 121.69 m2 121.83 m2 121.96 m2 122.10 m2 407.96 m2 122.68 m2 102.34 m2 150.90 m2 5 3,116.86 m2 A 2,197.83 m2 F 2,494.83 m2 E 1,986.27 m2 B 2,828.67 m2 C 3,079.51 m2 D 5 5 5 5 5 5 5 5 2 3 4 5 6 5 5 5 5 5 5 2 1 5 119.94 m2 238.31 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1,080.00 m2 3 4 5 6 120.00 m2 120.00 m2 120.00 m2 120.00 m2 5 5 5 5 5 5 5 5 \A1;20.65 B B B B A A A A A A A A A A A A 5 5 C C C C D D Canal Mochica Alta 5 5 5 5 5 5 17.70 18.00 5 5 5 5 5 5 5 \A1;20.65 5 5 5 5 5 5 D D AV. FEDERICO VILLARREAL PROYECTADA CASAS EXISTENTES CASAS EXISTENTES PROYECCION DE PISTA PROYECCION DE PISTA 5 5 5 5 5 5 5 5 5 5 RECREACION Calle 4 Calle 4 Calle 5 Calle 5 Calle 6 Calle 6 Calle 1 Calle 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Calle 2 Calle 2 5 Calle 3 (Proyectada) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 151.12 m2 A = 162.00 m2 A = 155.08 m2 A = 158.42 m2 5 5 5 5 5 5 5 5 5 5 5 5 8.85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 188.42 m2 A = 174.25 m2 A = 177.01 m2 A = 181.94 m2 A = 170.03 m2 A = 153.71 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 153.30 m2 5 1 2 3 4 6 7 8 9 10 11 12 1 2 3 4 A = 1,925.26 m2 B A = 1,587.92 m2 C A = 1,224.51 m2 D 5 A B B B B A = 184.63 m2 A = 242.67 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OTROS FINES A = 153.13 m2 A = 153.13 m2 A = 154.38 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 A = 140.00 m2 1 2 3 4 5 6 7 10 9 8 Calle 1 Calle 1 Pasaje 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 153.30 m2 A = 153.30 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A = 163.75 m2 5 5 5 5 Pasaje 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RECREACION 878.90 m2 OTROS FINES 299.01 m2 5 5 5 5 5 5 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 143.89 m2 140.75 m2 143.31 m2 141.79 m2 144.21 m2 146.63 m2 149.05 m2 151.47 m2 153.89 m2 156.32 m2 158.74 m2 161.16 m2 163.58 m2 152.69 m2 166.37 m2 193.08 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 565.74 m2 609.15 m2 585.29 m2 514.78 m2 1 2 3 4 5 5 25.34 5 5 5 5 5 5 5 5 34.71 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 140.00 m2 5 5 5 5 5 5 5 5 1 2 3 5 5 4 5 160.00 m2 140.00 m2 153.32 m2 16 140.00 m2 15 5 140.00 m2 14 176.11 m2 13 155.81 m2 12 409.65 m2 5 5 140.00 m2 5 5 5 5 7 8 5 5 5 5 5 5 5 5 181.58 m2 5 5 5 5 9 5 5 10 6 11 160.74 m2 157.17 m2 5 164.30 m2 208.99 m2 170.02 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 134.48 m2 138.04 m2 141.60 m2 145.17 m2 148.73 m2 7 6 5 4 3 1 2 200.18 m2 5 5 5 EDUCACION 5 8 C 5 5 5 5 5 A = 190.58 m2 5 18 4,741.89 m2 A 1,378.09 m2 B 4,424.75 m2 C 190.58 m2 B 708.02 m2 B 1,042.80 m2 B 5 5 AV. FEDERICO VILLARREAL EXISTENTE 5 5 5 54.00 58.00 62.00 58.502 58.682 58.862 59.042 59.262 59.476 59.598 59.720 59.822 60.120 60.426 60.515 60.769 61.005 61.132 61.407 PENDIENTE – TUB. S= 9.00 % TUB: d 10″ D= 109.14 m V = 1/50 H = 1/500 66.00 Pendiente proyectada canal 12.00 % Pendiente proyectada asequia 12.00 % Pendiente proyectada canal 9.00 % Pendiente proyectada canal 9.00 % Pendiente proyectada canal 9.00 % Pista Proyectada Asequia existente Pista Proyectada Pista Proyectada Pista Proyectada Nivel de Tierra Nivel de Tierra Desmonte Asequia existente Asequia existente 63.511 61.561 COMPUERTA 63.271 61.862 61.479 nivel de agua 62.811 61.922 61.053 59.844 58.986 59.410 58.349 57.670 61.358 59.293 60.077 58.652 COTA TERRENO COTA RASANTE TUB. DISTANCIA PARCIAL DISTANCIA ACUMULADA 61.589 62.066 63.273 63.271 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 D= 71.23 m D= 87.08 m D= 106.77 m D= 41.96 m 57.670 58.652 59.293 60.077 61.358 61.862 61.561 61.479 63.511 63.271 61.922 60.620 59.844 59.410 58.322 58.322 59.842 7.49 LA ESPERANZA DISTRITO 106.77 ml – 10″ PVC – S=12.00%\U+25CB S=12.00%\U+25CB 17.90 ml 24.06 ml – S=12.00%\U+25CB 71.23 ml – 10″ PVC – S=9.00%\U+25CB 109.14 ml – 10″ PVC – S=9.00%\U+25CB Acequia Existente Acequia Existente Acequia Existente 9106000 9106200 715200 715300 9106100 9106300 9105900 DIBUJO : INDICADA ESCALA : ENERO – 2010 FECHA : OBRA: PROFESIONAL RESPONSABLE : RAP-01 LAMINA : PLANO : UBICACION : PROPIETARIO : REPLANTEO DE LA RED Y ALCANTARILLADO SANITARIO DE LA URB. INSTALACION DE LA REDES DE AGUA POTABLE ROSAS DEL VALLE – II ETAPA – TRUJILLO DE AGUA POTABLE COTA = 63.511 COMPUERTA 87.08 ml – 10″ PVC – S=9.00%\U+25CB VILLARREAL AV. FEDERICO COTA = 57.670 LLEGADA DE TB. COTA = 61.561 COTA = 60.077 1.95 COTA = 61.358 COTA = 61.053 0.869 COTA = 61.922 COTA = 59.293 COTA = 58.986 0.858 COTA = 59.844 COTA = 58.652 COTA = 58.349 1.061 COTA = 59.410 COTA = 61.862 COTA = 61.479 1.420 COTA = 63.271 CAJA DE LIMPIEZA CAJA DE LIMPIEZA CAJA DE LIMPIEZA 0+423.67 CAJA DE LIMPIEZA CAJA DE LIMPIEZA CAJA DE LIMPIEZA BUZONETA BUZONETA I ETAPA PALMERAS DEL VALLE II ETAPA PALMERAS DEL VALLE PROPIEDAD DE TERSEROS f´c = 210 kg/cm2 Ø 3/8″ @ 0.20mts Ø 3/8″ @ 0.20mts DETALLE DE BUZONETA ESC = 1/20 Altura max. del Agua h. = 1.38 Nivel de Agua h. = 0.62 f´c = 210 kg/cm2 Ø 3/8″ @ 0.20mts Ø 3/8″ @ 0.20mts DETALLE DE CAJA DE LIMPIEZA ESC = 1/20 PLANTA RED DE CANAL ESC = 1/500 PERFIL LONGITUDINAL ESC = 500 CAMBIO DE PENDIENTE S= 9.00 % TUB: d 10″ S= 9.00 % TUB: d 10″ S= 12.00 % TUB: d 10″ S= 12.00 % Asequia S=12.0% TUB:d10″ x x f´c = 210 kg/cm2 Ø 1/2″ @ 0.20mts Ø 1/2″ @ 0.20mts Ø 1/2″ @ 0.20mts Junta de dilatacion 1″ Ø 1/2″ @ 0.20mts f´c = 210 kg/cm2 S = 9.00 % S = 9.00 % Seccion x-x Ø 1/2″ @ 0.20mts f´c = 210 kg/cm2 Ø 1/2″ @ 0.20mts DETALLE ESTRUCTURA DE CANAL EN A.V. Y VALLES ESC = 1/25 ESC = 1/25 DETALLE ESTRUCTURA DE CANAL EN A.V. FEDERICO VILLAREAL Desmonte Asequia existente Pendiente proyectada canal Pista Proyectada Asequia existente Pendiente proyectada canal 11.90 % Asequia existente Pendiente proyectada canal 11.90 % Pista Proyectada Pendiente proyectada canal 9.00% Pendiente proyectada canal 9.00% Asequia existente Asequia existente 7.49 ml Estructura de concreto Canal Estructura de concreto Canal Calle 3 Calle 4 Calle 1 Calle 4 Calle 1 Calle 3 VILLARREAL AV. FEDERICO 5