Typical Vertical Drop DWG Detail for AutoCAD

Typical Vertical Drop DWG Detail for AutoCAD

CUTS AND PLANT DETAILS

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

bridge, plant, Esc., railing, Gravity wall, Esc., variable, F’c p.m, cut, Esc., P.g, railing, cut, Esc., F’c p.m, cut, Esc., F’c p.m, Esc., cut, Spill cut, Esc., Barrage, gate, rock, Water stop, plant, scale, cut, scale, cut, scale, Sole, Sole, variable, cut, scale, cut, scale, Water stop, Sole, Water stop, plant, Sense of the flow, scale, Sole, cut, Culvert, Esc., Main exit lift, Esc., cut, Esc., P.g, railing, cut, scale, cut, scale, plant, scale, Of metal sheet, scale, cut, scale, cut, Of metal sheet, scale, cut, scale, cut, Of metal sheet, Of metal sheet, scale, cut, Water stop, plant, scale, Barrage, gate, rock, catchment, Esc., plant, bridge, plant, Esc., railing, Barrage, gate, rock, catchment, Esc., plant, F’c p.m, Channel lining, plant, scale, Channel lining, Esc, cut, scale, Water stop, Sole, Water stop, cut, scale, cut, scale, Sole, Sole, variable, cut, scale, Water stop, plant, scale, Long side, Technical specifications, concrete, Armed concrete would be used, Cement type, In channel lining will be used, Concrete type, Simple concrete, kind, steel, Grade will be used, Coating cm., characteristics, Location, length, Pool, height, drop, Quotas, Long drop, cut, scale, Water stop, Sole, Water stop, Long side, Technical specifications, concrete, Armed concrete would be used, Cement type, In channel lining will be used, Concrete type, Simple concrete, kind, steel, Grade will be used, Coating cm., characteristics, Location, length, drop, height, drop, Quotas, Long drop, cut, scale, Water stop, Sole, Water stop, A p.g, Wall containment detail, reviewed:, design:, Typical vertical fall iii, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, reviewed:, design:, Typical vertical fall, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, Deb pledge, reviewed:, design:, Republic of Peru, Minister of Agriculture, Special project jequetepeque zaña, Ing. Omer alvites, Ing. Cesar carpio, Typical vertical fall ii, Gbm, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, Ing. José Reyes Labenita, flat, approved:, date:, January, Rcp, Of the irrigation system of the branch channel rafan, profile, reviewed:, design:, Typical vertical fall ii, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Water stop joint, Asphalt seal, Water stop joint, Asphalt seal, Sole, Longues, cut, cut, Channel perimeter, transition, Length of steel, section, Stretch ii, Stretch iii, variable, variable, Channel section for km km, Channel section for km km, Channel section for km km, Of the channel rafan lagoons ii iii, width, Channel section upstream downstream, Vertical typical ivertical typical, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Asphalt seal, Sole, Longues, cut, cut, width, Channel section upstream downstream, Typical ivertical typical vertical ii, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Asphalt seal, Sole, Longues, cut, cut, width, Channel section upstream downstream, Typical vertical iiivertical typical iii, Water stop joint, variable, variable, variable, In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Terrain effort: check on site., Fy grade, Cement type portland, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, filling:, Compacted in layers of, With own material, Formwork formwork:, Walls hours, Slabs days, Overlaps minimum anchors:, Overlays cm cm, Anchor cm, Together, With water stop, face side, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Terrain effort: check on site., Fy grade, Cement type portland, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, filling:, Compacted in layers of, With own material, Formwork formwork:, Walls hours, Slabs days, Overlaps minimum anchors:, Overlays cm cm, Anchor cm, Together, With water stop, face side, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Ground effort: see

Raw text data extracted from CAD file:

3.30 0.50 1.50 1.50 0.30 1.50 0.20 0.80 2.32 0.25 0.30 0.50 2.50 0.50 0.25 8.05 1.50 1.00 1.50 0.30 0.80 0.15 0.40 0.60 0.30 0.20 1.00 0.20 0.45 0.50 0.15 0.40 0.35 0.25 5.00 0.50 1.50 2.88 \A1;0.50 \A1;1.50 \A1;0.80 \A1;0.30 \A1;0.49 \A1;0.30 \A1;1.00 \A1;1.30 \A1;0.50 \A1;1.00 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 5 0.3000000000000114 0.3999999999999773 5 0.3000000000001251 0.4903555357216192 0.3000000000000114 1.0 PUENTE A A PLANTA ESC. 1/50 BARANDA F°G° 2" 5 5 5 MURO DE GRAVEDAD ESC. 1/50 H= VARIABLE C°C° f'c 140Kg/cm² + 70% P.M 5 5 1.5 5 CORTE A- A ESC. 1/50 C°C° f'c= 140Kg/cm² + 70% P.G BARANDA F°G° 2" Ø3/8@.25 5 3.300000000000011 0.5 5 1.5 1.0 1.5 0.3000000000000114 1.5 2664.60 2664.10 5 2664.00 2662.80 CORTE A-A ESC. 1/50 2663.20 5 5 2662.60 5 5 C°C° F'C 175Kg/CM² + 30% P.M 0.5 1.504558561520412 5 0.3999999999999204 5 0.3000000000003524 2664.60 2663.20 5 2.5 CORTE E-E ESC. 1/50 2663.45 C°C° F'C 175Kg/CM² + 30% P.M 2.87726158294646 ESC. 1/50 CORTE B-B 2664.60 263.45 S=2.12% 5 2664.00 2563.20 5 5 5 5 1.0 0.2000000000000455 5 5 0.1500000000000057 5 5 0.50 0.15 0.40 0.15 0.30 0.20 0.20 0.15 0.35 5 0.1499999999999773 0.3999999999999773 0.1499999999999773 CORTE C-C ALIVIADERO ESC. 1/50 2562.80 5 5 5 5 0.3500000000000085 5 0.25 4.999999999999943 BARRAJE COMPUERTA B B A A E E C C ROCA 0.55 0.20 0.20 0.80 0.15 0.40 0.40 0.55 1.28 0.15 0.40 0.40 1.80 0.80 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.20 0.55 0.20 0.30 0.20 1.10 0.20 0.20 0.30 0.20 0.20 0.40 0.40 0.15 0.20 0.27 0.40 0.27 0.20 0.27 .50 .50 .15 1.50 .30 .15 .30 .20 .50 .50 .20 .10 .20 .20 1.00 .20 .15 1.00 1.00 .15 1.50 .15 .20 .30 .20 .50 .20 e = .15 .15 .40 .15 .50 .30 .20 .50 .20 .30 .20 .30 .50 .30 .20 .50 .20 .20 2.00 .50 .20 .50 .30 .40 .20 .30 .40 1.00 1.00 1.00 2.00 1.50 .20 .30 .40 .20 .30 .30 .80 0.50 0.15 .15 .2 0.40 0.30 2.00 .2 0.20 0.50 0.15 .15 0.40 .20 .30 .30 .20 .20 .20 .50 \U+2205.50 .20 .20 .50 .20 .20 .30 .20 .20 .20 .20 .50 .20 .10 .15 .20 .50 .15 .40 .15 .30 .20 .50 .20 .20 5 1.00000000000054 1.00139866394035 5 5 1.498698383148422 5 5 WATER STOP 4" C C B B A A D D 2653.75 2643.45 2654.30 PLANTA ESCALA : 1/50 CORTE B - B ESCALA : 1/25 <> 5 <> 3Ø3/8"@.20 3Ø3/8" 5 Ø3/8"@.20 5 0.2000000000000455 0.2008846816166852 0.1045451500000922 0.3045451499999672 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 CORTE C - C ESCALA : 1/25 SOLADO 0.05 0.8000000000000682 0.1991934511814861 0.2000000000000171 0.9999999999999432 0.2000000000000171 <> 5 <> Ø3/8"@.20 3Ø3/8" 3Ø3/8" SOLADO 0.05 Ø3/8"@.25 VARIABLE CORTE D - D ESCALA : 1/25 5 Ø3/8"@.20 5 0.1999999999999886 0.3045451499999672 2654.25 2653.75 2654.30 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.2000000000001023 0.3999999999999773 0.299999999999951 1.998382397691785 2653.45 1.001676479538389 2654.80 0.9999999999999432 0.1999999999999886 0.1999999999999318 0.1499999999999773 1.5 0.5 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" A A 0.2040000000000646 0.1500000000000341 0.3999999999999773 0.1500000000000341 0.2039999999999509 0.5034000000000276 0.2040000000000362 0.1969208778947831 0.3049999999999642 0.5036600589159264 0.3003399410840757 0.1969208778948541 0.2040000000000077 0.2040000000000646 0.1956302517854169 0.5023697482144769 5 0.304000000000002 0.1983697482145885 0.2040000000000077 0.2950000000000017 0.5036600589159121 0.3003399410840757 5 PLANTA Sentido del Flujo f'c=175 kg/cm² 0.5032790000000489 0.1999899999999712 0.199989999999957 0.5032899999999643 0.1999900000000139 0.1000000000000227 0.2000000000000028 0.1499999999999915 0.1999899999999855 1.996379999999959 0.5 0.1500000000000341 0.3999999999999773 0.1500000000000341 0.2999700000000303 0.5032899999999643 5 0.5032900000000211 5 5 5 5 ESCALA 1/50 SOLADO f`c = 100 K/cm2 CORTE A - A e = .15 ALCANTARILLA KM. 0 + 127 ESC. 1/25 0.3000000000000114 0.1999999999999886 0.2012016548267326 0.2012016548266891 0.5000000000000142 5 ELEVACION PRINCIPAL SALIDA <> 5 <> 5 5 5 5 5 ESC. 1/25 0.20 1.00 0.20 5 5 1.5 5 CORTE 1-1 ESC. 1/50 C°C° f'c= 140Kg/cm² + 70% P.G BARANDA F°G° 2" Ø3/8@.25 f'c=175 kg/cm2 0.1500000000000341 0.3999999999999773 0.4000000000000057 1.799999999999955 CORTE B-B ESCALA 1:25 5 1.000000000000114 0.1999999999999886 0.5511749774397003 0.1988250225602712 0.1999999999999886 0.8000000000000114 0.1499999999999773 0.4000000000000909 0.4000000000000625 0.5499999999998408 f'c=175 kg/cm2 5 CORTE A-A ESCALA 1:25 0.20 5 B B A 5 5 0.1999999999999318 0.1999999999999886 0.274999999999352 0.4000000000006878 0.2749999999999773 PLANTA ESCALA 1:50 A 0.1999999999999318 0.2749999999997215 5 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" ESCALA 1:25 CORTE B-B 1.099999999999966 5 0.1999999999999886 0.3000000000001251 0.1999999999999886 0.1999999999998749 0.4000000000000057 0.3999999999999773 0.1500000000000341 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1988250225602712 0.5511749774397003 N 0.40 0.15 0.15 0.96 5 5 5 0.63 5 1.10 0.40 0.40 0.55 1.00 0.40 0.20 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.15 0.55 0.45 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" ESCALA 1:25 CORTE B-B 5 5 0.4000000000000057 5 5 0.4000000000000625 0.199999999999946 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1488250225602741 0.5511749774397003 0.449999999999946 1.00 1.10 0.40 0.40 0.20 1.00 1.10 0.40 0.40 0.20 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" 5 5 5 0.4000000000000199 0.1999999999999318 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" 5 5 5 0.4000000000000199 0.1999999999999318 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.15 0.55 0.45 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1488250225602741 0.5511749774397003 0.449999999999946 .30 .15 .30 .72 1.00 1.00 2.00 1.50 5 1.00000000000054 1.001398663940364 5 5 1.498698383148451 5 5 WATER STOP 4" C C B B A A D D 2653.75 2643.45 2654.30 PLANTA ESCALA : 1/50 0.35 0.25 5.00 5 0.25 5.0 BARRAJE COMPUERTA B B A A E E C C ROCA CAPTACION ESC. 1/100 PLANTA \A1;0.50 \A1;1.50 \A1;1.30 \A1;0.50 \A1;0.80 \A1;0.30 \A1;0.49 \A1;0.30 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.40 5.00 5 0.3000000000000114 0.3999999999999773 5 0.3000000000001251 0.4903555357216192 0.3000000000000114 1.0 PUENTE 1 1 PLANTA ESC. 1/50 BARANDA F°G° 2" 0.25 5.00 0.25 BARRAJE COMPUERTA B B A A E E ROCA CAPTACION ESC. 1/150 PLANTA C C 5 5.0 0.25 0.20 1.00 1.50 0.30 1.50 1.50 3.30 0.50 0.50 1.50 0.15 0.80 2664.60 2664.10 2664.00 2662.80 2663.20 2662.60 C°C° F'C 175Kg/CM² + 30% P.M 5 5 1.500000000000114 0.2999999999998408 1.500000000000057 5 3.30000000000004 0.4999999999999147 0.5000000000000568 1.504558561520412 5 5 0.40 0.96 0.40 0.96 REVESTIMIENTO DE CANAL 5 0.63 5 0.075 0.075 0.80 1.00 0.20 0.27 0.40 0.27 0.20 0.27 0.20 0.20 0.20 5 B B A 5 0.1999999999999886 0.274999999999352 0.4000000000006878 0.2749999999999773 PLANTA ESCALA 1:50 A 0.1999999999999318 0.2749999999997215 5 0.1999999999999886 0.1999999999999886 REVESTIMIENTO DE CANAL 5 0.63 5 0.075 0.075 ESC 1/25 0.15 1.50 0.15 L(Variable) 1.00 1.50 0.15 0.50 0.05 0.25 0.15 0.40 0.30 2.00 0.15 0.30 0.50 0.05 0.25 0.40 .50 .50 .15 .15 .30 .40 .30 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" CORTE B - B ESCALA : 1/25 <> 5 <> 3Ø3/8"@.20 3Ø3/8" Ø3/8"@.20 5 0.1499999999999915 0.2008846816166852 0.1545451500001462 0.3045451499999672 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 CORTE C - C ESCALA : 1/25 SOLADO 0.05 0.8000000000000682 0.1491934511814961 0.1499999999999986 1.001515144605357 0.1494929527717019 <> 5 <> 3Ø3/8" 3Ø3/8" SOLADO 0.05 VARIABLE CORTE D - D ESCALA : 1/25 5 Ø3/8"@.20 5 0.1499999999998138 0.3045451499999672 1.00000000000054 1.001398663940336 2.00 5 1.49758758064084 5 5 WATER STOP 4" C C B B A A D D C-4 C-3 PLANTA ESCALA : 1/50 C-2 Long.Caida ESPECIFICACIONES TECNICAS A.- CONCRETO - SE USARA CONCRETO ARMADO F'C=175 KG/CM2 CEMENTO TIPO I - EN REVESTIMIENTO DE CANALES SE USARA CONCRETO F'C=175 KG/CM2,CEMENTO TIPO I - EN SOLADOS SE USARA CONCRETO SIMPLE F'C=100KG/CM2,CEMENTO TIPO I B.- ACERO - SE USARA GRADO 60 F'Y=4200 KG/CM2 RECUBRIMIENTO 3 y 5 cm. CARACTERISTICAS Nº UBICACION KM LONGITUD POZA ALTURA CAIDA COTAS C-1 C-2 C-3 C-4 C-5 0+040 0+080 0+140 0+200 01 02 03 04 6.50 5.50 5.50 6.00 0.46 0.30 0.30 0.35 1,038.178 1,037.478 1,036.818 1,036.158 1,038.16 1,037.46 1,036.80 1,036.14 1,037.70 1,037.16 1,036.50 1,035.79 1,037.682 1,037.142 1,036.482 1,035.772 1,039.36 1,038.66 1,038.00 1,037.34 0+200 04 6.00 0.35 1,036.158 1,036.14 1,035.79 1,035.772 1,037.34 0.15 2.00 Long. Caida 1.00 0.15 0.30 1.50 0.15 0.15 1.50 0.15 0.40 0.30 0.50 0.05 0.25 0.40 0.50 0.05 0.25 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" 2.00 .30 .15 .30 1.00 1.50 Long.Caida 1.00 ESPECIFICACIONES TECNICAS A.- CONCRETO - SE USARA CONCRETO ARMADO F'C=175 KG/CM2 CEMENTO TIPO I - EN REVESTIMIENTO DE CANALES SE USARA CONCRETO F'C=175 KG/CM2,CEMENTO TIPO I - EN SOLADOS SE USARA CONCRETO SIMPLE F'C=100KG/CM2,CEMENTO TIPO I B.- ACERO - SE USARA GRADO 60 F'Y=4200 KG/CM2 RECUBRIMIENTO 3 cm. CARACTERISTICAS Nº UBICACION KM LONGITUD CAIDA ALTURA CAIDA COTAS C-1 C-2 C-3 C-4 C-5 3+340 4+220 5+500 5+980 01 02 03 04 80.00 100.00 40.00 240.00 8.00 30.00 18.15 48.00 3044.05 3034.15 2965.20 2940.05 3043.55 3033.65 2964.70 2939.55 2963.25 3003.35 2946.25 2891.25 2963.55 3003.65 2946.55 2891.55 2964.05 3004.15 2947.05 2892.05 7+340 05 20.00 2.40 2887.07 2886.57 2883.87 2884.17 2884.67 0.15 1.50 0.15 0.15 2.00 Long. Caida 1.00 0.15 0.30 1.50 0.15 0.50 0.05 0.25 0.40 0.30 0.50 0.05 0.25 0.40 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" .80 .15 .15 1.00 .15 5 5 5 C°C° F'C 140Kg/CM² + 70% P.G 0.2999999999999972 DETALLE MURO CONTENCION 1.00 L (Variable) 0.30 1.00 .50 .50 .15 .15 .15 .30 .20 .30 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - III INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-03 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;1.20 \A1;0.05 \A1;0.08 \A1;2.15 \A1;0.20 \A1;0.05 \A1;1.20 \A1;0.05 \A1;0.35 \A1;1.20 \A1;1.20 \A1;11.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.66 \A1;0.54 \A1;0.20 \A1;0.05 \A1;Variable \A1;0.20 \A1;0.20 \A1;Variable \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.10 \A1;0.20 \A1;1.00 \A1;1.20 \A1;3.60 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;2.80 \A1;0.80 \A1;0.20 \A1;3.60 \A1;0.20 \A1;1.20 \A1;0.05 \A1;2.15 \A1;1.70 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.10 \A1;2.35 \A1;0.20 \A1;1.85 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.10 \A1;2.05 \A1;0.20 \A1;1.00 \A1;1.00 \A1;10.50 \A1;0.20 \A1;0.20 \A1;2.05 \A1;1.45 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.10 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.35 \A1;1.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.10 \A1;0.05 \A1;0.20 \A1;1.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.80 \A1;4.55 \A1;2.10 \A1;0.20 \A1;1.65 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.90 \A1;1.00 \A1;1.90 \A1;0.20 \A1;0.80 \A1;1.00 \A1;0.80 \A1;9.50 \A1;0.20 \A1;0.20 \A1;1.90 \A1;1.20 \A1;0.80 \A1;1.00 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.80 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.80 \A1;1.00 \A1;0.05 \A1;0.55 \A1;0.45 \A1;0.20 \A1;0.20 \A1;Variable \A1;0.20 \A1;Variable \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.61 \A1;0.20 \A1;Variable \A1;0.05 \A1;0.49 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - I INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-01 DEB - PEJEZA REVISADO: DISEÑO: REPÚBLICA DEL PERU MINISTERIO DE AGRICULTURA PROYECTO ESPECIAL JEQUETEPEQUE - ZAÑA ING. OMER ALVITES ING. CESAR CARPIO CAIDA VERTICAL TÍPICA - II GBM INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: ING. JOSÉ REYES LABENITA PLANO N° APROBADO: FECHA: ENERO - 2010 CA-02 RCP "MEJORAMIENTO DEL SISTEMA DE RIEGO DEL CANAL DE DERIVACIÓN RAFAN - LAGUNAS" - PERFIL - \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.20 \A1;2.15 \A1;0.20 \A1;0.54 \A1;0.20 \A1;Variable \A1;Variable \A1;1.20 \A1;11.10 \A1;0.20 \A1;1.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;2.15 \A1;1.70 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.66 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.35 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.20 \A1;2.15 \A1;0.20 \A1;0.54 \A1;0.20 \A1;Variable \A1;Variable \A1;1.20 \A1;11.10 \A1;0.20 \A1;1.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;2.15 \A1;1.70 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.66 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.35 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - II PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-02 CORTE A-A 1.20 C2 C1 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.20 2.00 2.00 0.59 0.20 2.00 2.30 5.00 C3 C4 CAIDA 2+100.00 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.70 hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 5 ø3/8"@.25 ø1/2"@.25 L = 4.32 m Perímetro del canal L = 4.20 m L = 4.32 m Transición L = 4.50 m Longuitud del Acero Tramo I-IV Tramo II Tramo III A = 0.92 m2 A = 1.30 m2 A = 1.04 m2 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 1 1 SECCIÓN DE CANAL PARA 2.0 m3/seg Km 1+953 - Km 7+300 5 5 5 5 5 1 1 SECCIÓN DE CANAL PARA 1.5 m3/seg Km 7+300 - Km 12+180 5 5 5 5 5 SECCIÓN DE CANAL PARA 1.0 m3/seg Km 12+180 - Km 13+044 1 1 5 5 5 5 5 \LSECCIONES DEL CANAL RAFAN LAGUNAS \l \LTRAMOS II - III 5 5 5 5 5 5 1.20 C6 1.10 2.00 2.00 0.55 0.20 2.00 2.30 4.90 0.70 5 C5 2+170.00 2+586.55 5+660.00 5+960.00 7+230.75 1.20 1.10 2.00 2.00 0.54 0.20 2.00 2.25 4.90 0.70 1.20 1.10 2.00 2.00 0.50 0.20 2.00 2.25 4.90 0.70 1.20 1.10 2.00 2.00 0.70 0.20 2.00 2.40 5.10 0.70 1.20 1.10 2.00 2.00 0.95 0.30 2.00 2.50 5.40 0.70 = P ANCHO POZA(m) B 1.70 1.70 1.70 1.70 1.70 1.70 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 = H H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IVERTICAL TÍPICA - I \W8.63524; \L\C7;Q = 2.0 m3/seg= 2.0 m3/seg 1.80 1.75 1.75 1.70 1.90 2.15 CORTE A-A 1.10 C8 C7 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.10 2.00 2.00 0.55 0.20 1.85 2.15 4.60 CAIDA 8+030.76 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA ASFALTICA JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.70 hz= 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 9+395.78 1.10. 1.10 2.00 2.00 0.95 0.30 1.85 2.35 5.10 0.70 = P ANCHO POZA(m) B 1.45 1.45 5 5 5 5 5 5 1 1 5 5 5 5 H = H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IIVERTICAL TÍPICA - II \W8.70880; \L\C7;Q = 1.5 m3/seg= 1.5 m3/seg 1.65 2.05 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 C9 12+120.00 1.10. 1.10 2.00 2.00 0.95 0.30 1.85 2.35 5.10 0.70 1.45 2.05 CORTE A-A 1.00 C11 C10 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.00 1.00 1.00 0.90 0.30 1.65 2.10 4.55 CAIDA 12+420 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA ASFALTICA JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.50 hz= 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 12+720 1.00 1.00 1.00 1.00 0.40 0.20 1.65 1.80 3.95 0.50 = P ANCHO POZA(m) B 1.20 1.20 5 5 5 5 1 1 5 H = H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IIIVERTICAL TÍPICA - III \W9.26436; \L\C7;Q = 1.0 m3/seg= 1.0 m3/seg 1.90 1.40 5 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA WATER STOP 6" JUNTA WATER STOP 6" JUNTA WATER STOP 6" JUNTA WATER STOP 6" 5 5 5 <> ø1/2"@.20 ø1/2"@.20 5 5 5 5 Variable 5 Variable ø1/2"@.20 5 \A1;SOLADO ø1/2"@.20 ø1/2"@.20 5 5 5 5 Variable \A1;SOLADO 5 ø1/2"@.20 5 En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. CORTE A-A ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 5 5 = P 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 = H \LCAIDA VERTICAL TÍPICA - IVERTICAL TÍPICA - I \W8.63524; \L\C7;Q = 2.0 m3/seg= 2.0 m3/seg 5 En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS RECUBRIMIENTOS: 3 cm. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias Caravista CORTE A-A ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 5 5 = P 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 = H 5

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

bridge, plant, Esc., railing, Gravity wall, Esc., variable, F’c p.m, cut, Esc., P.g, railing, cut, Esc., F’c p.m, cut, Esc., F’c p.m, Esc., cut, Spill cut, Esc., Barrage, gate, rock, Water stop, plant, scale, cut, scale, cut, scale, Sole, Sole, variable, cut, scale, cut, scale, Water stop, Sole, Water stop, plant, Sense of the flow, scale, Sole, cut, Culvert., Esc., Main exit lift, Esc., cut, Esc., P.g, railing, cut, scale, cut, scale, plant, scale, Of metal sheet, scale, cut, scale, cut, Of metal sheet, scale, cut, scale, cut, Of metal sheet, Of metal sheet, scale, cut, Water stop, plant, scale, Barrage, gate, rock, catchment, Esc., plant, bridge, plant, Esc., railing, Barrage, gate, rock, catchment, Esc., plant, F’c p.m, Channel lining, plant, scale, Channel lining, Esc, cut, scale, Water stop, Sole, Water stop, cut, scale, cut, scale, Sole, Sole, variable, cut, scale, Water stop, plant, scale, Long side, Technical specifications, concrete, Armed concrete would be used, Cement type, In channel lining will be used, Concrete type, Simple concrete, kind, steel, Grade will be used, Coating cm., characteristics, Location, length, Pool, height, drop, Quotas, Long drop, cut, scale, Water stop, Sole, Water stop, Long side, Technical specifications, concrete, Armed concrete would be used, Cement type, In channel lining will be used, Concrete type, Simple concrete, kind, steel, Grade will be used, Coating cm., characteristics, Location, length, drop, height, drop, Quotas, Long drop, cut, scale, Water stop, Sole, Water stop, A p.g, Wall containment detail, reviewed:, design:, Typical vertical fall iii, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, reviewed:, design:, Typical vertical fall, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, Deb pledge, reviewed:, design:, Republic of Peru, Minister of Agriculture, Special project jequetepeque zaña, Ing. Omer alvites, Ing. Cesar carpio, Typical vertical fall ii, Gbm, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, Ing. José Reyes Labenita, flat, approved:, date:, January, Rcp, Of the irrigation system of the branch channel rafan, profile, reviewed:, design:, Typical vertical fall ii, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Water stop joint, Asphalt seal, Water stop joint, Asphalt seal, Sole, Longues, cut, cut, Channel perimeter, transition, Length of steel, section, Stretch ii, Stretch iii, variable, variable, Channel section for km km, Channel section for km km, Channel section for km km, Of the channel rafan lagoons ii iii, width, Channel section upstream downstream, Vertical typical ivertical typical, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Asphalt seal, Sole, Longues, cut, cut, width, Channel section upstream downstream, Typical ivertical typical vertical ii, cut, Location, Channel height, Lte, Lts, drop, Characteristics of falls, plant, Asphalt seal, Sole, Longues, cut, cut, width, Channel section upstream downstream, Typical vertical iiivertical typical iii, Water stop joint, variable, variable, variable, In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Land effort: check on site., Fy grade, Cement type portland, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, filling:, Compacted in layers of, With own material, Formwork formwork:, Walls hours, Slabs days, Overlaps minimum anchors:, Overlays cm cm, Anchor cm, Together, With water stop, face side, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Land effort: check on site., Fy grade, Cement type portland, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, filling:, Compacted in layers of, With own material, Formwork formwork:, Walls hours, Slabs days, Overlaps minimum anchors:, Overlays cm cm, Anchor cm, Together, With water stop, face side, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Ground effort: see

Raw text data extracted from CAD file:

3.30 0.50 1.50 1.50 0.30 1.50 0.20 0.80 2.32 0.25 0.30 0.50 2.50 0.50 0.25 8.05 1.50 1.00 1.50 0.30 0.80 0.15 0.40 0.60 0.30 0.20 1.00 0.20 0.45 0.50 0.15 0.40 0.35 0.25 5.00 0.50 1.50 2.88 \A1;0.50 \A1;1.50 \A1;0.80 \A1;0.30 \A1;0.49 \A1;0.30 \A1;1.00 \A1;1.30 \A1;0.50 \A1;1.00 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 5 0.3000000000000114 0.3999999999999773 5 0.3000000000001251 0.4903555357216192 0.3000000000000114 1.0 PUENTE A A PLANTA ESC. 1/50 BARANDA F°G° 2" 5 5 5 MURO DE GRAVEDAD ESC. 1/50 H= VARIABLE C°C° f'c 140Kg/cm² + 70% P.M 5 5 1.5 5 CORTE A- A ESC. 1/50 C°C° f'c= 140Kg/cm² + 70% P.G BARANDA F°G° 2" Ø3/8@.25 5 3.300000000000011 0.5 5 1.5 1.0 1.5 0.3000000000000114 1.5 2664.60 2664.10 5 2664.00 2662.80 CORTE A-A ESC. 1/50 2663.20 5 5 2662.60 5 5 C°C° F'C 175Kg/CM² + 30% P.M 0.5 1.504558561520412 5 0.3999999999999204 5 0.3000000000003524 2664.60 2663.20 5 2.5 CORTE E-E ESC. 1/50 2663.45 C°C° F'C 175Kg/CM² + 30% P.M 2.87726158294646 ESC. 1/50 CORTE B-B 2664.60 263.45 S=2.12% 5 2664.00 2563.20 5 5 5 5 1.0 0.2000000000000455 5 5 0.1500000000000057 5 5 0.50 0.15 0.40 0.15 0.30 0.20 0.20 0.15 0.35 5 0.1499999999999773 0.3999999999999773 0.1499999999999773 CORTE C-C ALIVIADERO ESC. 1/50 2562.80 5 5 5 5 0.3500000000000085 5 0.25 4.999999999999943 BARRAJE COMPUERTA B B A A E E C C ROCA 0.55 0.20 0.20 0.80 0.15 0.40 0.40 0.55 1.28 0.15 0.40 0.40 1.80 0.80 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.20 0.55 0.20 0.30 0.20 1.10 0.20 0.20 0.30 0.20 0.20 0.40 0.40 0.15 0.20 0.27 0.40 0.27 0.20 0.27 .50 .50 .15 1.50 .30 .15 .30 .20 .50 .50 .20 .10 .20 .20 1.00 .20 .15 1.00 1.00 .15 1.50 .15 .20 .30 .20 .50 .20 e = .15 .15 .40 .15 .50 .30 .20 .50 .20 .30 .20 .30 .50 .30 .20 .50 .20 .20 2.00 .50 .20 .50 .30 .40 .20 .30 .40 1.00 1.00 1.00 2.00 1.50 .20 .30 .40 .20 .30 .30 .80 0.50 0.15 .15 .2 0.40 0.30 2.00 .2 0.20 0.50 0.15 .15 0.40 .20 .30 .30 .20 .20 .20 .50 \U+2205.50 .20 .20 .50 .20 .20 .30 .20 .20 .20 .20 .50 .20 .10 .15 .20 .50 .15 .40 .15 .30 .20 .50 .20 .20 5 1.00000000000054 1.00139866394035 5 5 1.498698383148422 5 5 WATER STOP 4" C C B B A A D D 2653.75 2643.45 2654.30 PLANTA ESCALA : 1/50 CORTE B - B ESCALA : 1/25 <> 5 <> 3Ø3/8"@.20 3Ø3/8" 5 Ø3/8"@.20 5 0.2000000000000455 0.2008846816166852 0.1045451500000922 0.3045451499999672 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 CORTE C - C ESCALA : 1/25 SOLADO 0.05 0.8000000000000682 0.1991934511814861 0.2000000000000171 0.9999999999999432 0.2000000000000171 <> 5 <> Ø3/8"@.20 3Ø3/8" 3Ø3/8" SOLADO 0.05 Ø3/8"@.25 VARIABLE CORTE D - D ESCALA : 1/25 5 Ø3/8"@.20 5 0.1999999999999886 0.3045451499999672 2654.25 2653.75 2654.30 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.2000000000001023 0.3999999999999773 0.299999999999951 1.998382397691785 2653.45 1.001676479538389 2654.80 0.9999999999999432 0.1999999999999886 0.1999999999999318 0.1499999999999773 1.5 0.5 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" A A 0.2040000000000646 0.1500000000000341 0.3999999999999773 0.1500000000000341 0.2039999999999509 0.5034000000000276 0.2040000000000362 0.1969208778947831 0.3049999999999642 0.5036600589159264 0.3003399410840757 0.1969208778948541 0.2040000000000077 0.2040000000000646 0.1956302517854169 0.5023697482144769 5 0.304000000000002 0.1983697482145885 0.2040000000000077 0.2950000000000017 0.5036600589159121 0.3003399410840757 5 PLANTA Sentido del Flujo f'c=175 kg/cm² 0.5032790000000489 0.1999899999999712 0.199989999999957 0.5032899999999643 0.1999900000000139 0.1000000000000227 0.2000000000000028 0.1499999999999915 0.1999899999999855 1.996379999999959 0.5 0.1500000000000341 0.3999999999999773 0.1500000000000341 0.2999700000000303 0.5032899999999643 5 0.5032900000000211 5 5 5 5 ESCALA 1/50 SOLADO f`c = 100 K/cm2 CORTE A - A e = .15 ALCANTARILLA KM. 0 + 127 ESC. 1/25 0.3000000000000114 0.1999999999999886 0.2012016548267326 0.2012016548266891 0.5000000000000142 5 ELEVACION PRINCIPAL SALIDA <> 5 <> 5 5 5 5 5 ESC. 1/25 0.20 1.00 0.20 5 5 1.5 5 CORTE 1-1 ESC. 1/50 C°C° f'c= 140Kg/cm² + 70% P.G BARANDA F°G° 2" Ø3/8@.25 f'c=175 kg/cm2 0.1500000000000341 0.3999999999999773 0.4000000000000057 1.799999999999955 CORTE B-B ESCALA 1:25 5 1.000000000000114 0.1999999999999886 0.5511749774397003 0.1988250225602712 0.1999999999999886 0.8000000000000114 0.1499999999999773 0.4000000000000909 0.4000000000000625 0.5499999999998408 f'c=175 kg/cm2 5 CORTE A-A ESCALA 1:25 0.20 5 B B A 5 5 0.1999999999999318 0.1999999999999886 0.274999999999352 0.4000000000006878 0.2749999999999773 PLANTA ESCALA 1:50 A 0.1999999999999318 0.2749999999997215 5 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" ESCALA 1:25 CORTE B-B 1.099999999999966 5 0.1999999999999886 0.3000000000001251 0.1999999999999886 0.1999999999998749 0.4000000000000057 0.3999999999999773 0.1500000000000341 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1988250225602712 0.5511749774397003 N 0.40 0.15 0.15 0.96 5 5 5 0.63 5 1.10 0.40 0.40 0.55 1.00 0.40 0.20 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.15 0.55 0.45 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" ESCALA 1:25 CORTE B-B 5 5 0.4000000000000057 5 5 0.4000000000000625 0.199999999999946 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1488250225602741 0.5511749774397003 0.449999999999946 1.00 1.10 0.40 0.40 0.20 1.00 1.10 0.40 0.40 0.20 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" 5 5 5 0.4000000000000199 0.1999999999999318 f'c=175 kg/cm2\C256; \A1;Bástago de 1" Plancha Metalica de \H0.7x;\S1/4;\H1.429x;" 5 5 5 0.4000000000000199 0.1999999999999318 0.55 0.40 1.28 0.40 0.15 0.80 0.20 0.15 0.55 0.45 0.5499999999998408 0.4000000000000625 f'c=175 kg/cm2 ESCALA 1:25 CORTE A-A 5 0.4000000000000909 0.1499999999999773 0.8000000000000114 0.1999999999999886 0.1488250225602741 0.5511749774397003 0.449999999999946 .30 .15 .30 .72 1.00 1.00 2.00 1.50 5 1.00000000000054 1.001398663940364 5 5 1.498698383148451 5 5 WATER STOP 4" C C B B A A D D 2653.75 2643.45 2654.30 PLANTA ESCALA : 1/50 0.35 0.25 5.00 5 0.25 5.0 BARRAJE COMPUERTA B B A A E E C C ROCA CAPTACION ESC. 1/100 PLANTA \A1;0.50 \A1;1.50 \A1;1.30 \A1;0.50 \A1;0.80 \A1;0.30 \A1;0.49 \A1;0.30 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.40 5.00 5 0.3000000000000114 0.3999999999999773 5 0.3000000000001251 0.4903555357216192 0.3000000000000114 1.0 PUENTE 1 1 PLANTA ESC. 1/50 BARANDA F°G° 2" 0.25 5.00 0.25 BARRAJE COMPUERTA B B A A E E ROCA CAPTACION ESC. 1/150 PLANTA C C 5 5.0 0.25 0.20 1.00 1.50 0.30 1.50 1.50 3.30 0.50 0.50 1.50 0.15 0.80 2664.60 2664.10 2664.00 2662.80 2663.20 2662.60 C°C° F'C 175Kg/CM² + 30% P.M 5 5 1.500000000000114 0.2999999999998408 1.500000000000057 5 3.30000000000004 0.4999999999999147 0.5000000000000568 1.504558561520412 5 5 0.40 0.96 0.40 0.96 REVESTIMIENTO DE CANAL 5 0.63 5 0.075 0.075 0.80 1.00 0.20 0.27 0.40 0.27 0.20 0.27 0.20 0.20 0.20 5 B B A 5 0.1999999999999886 0.274999999999352 0.4000000000006878 0.2749999999999773 PLANTA ESCALA 1:50 A 0.1999999999999318 0.2749999999997215 5 0.1999999999999886 0.1999999999999886 REVESTIMIENTO DE CANAL 5 0.63 5 0.075 0.075 ESC 1/25 0.15 1.50 0.15 L(Variable) 1.00 1.50 0.15 0.50 0.05 0.25 0.15 0.40 0.30 2.00 0.15 0.30 0.50 0.05 0.25 0.40 .50 .50 .15 .15 .30 .40 .30 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" CORTE B - B ESCALA : 1/25 <> 5 <> 3Ø3/8"@.20 3Ø3/8" Ø3/8"@.20 5 0.1499999999999915 0.2008846816166852 0.1545451500001462 0.3045451499999672 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 CORTE C - C ESCALA : 1/25 SOLADO 0.05 0.8000000000000682 0.1491934511814961 0.1499999999999986 1.001515144605357 0.1494929527717019 <> 5 <> 3Ø3/8" 3Ø3/8" SOLADO 0.05 VARIABLE CORTE D - D ESCALA : 1/25 5 Ø3/8"@.20 5 0.1499999999998138 0.3045451499999672 1.00000000000054 1.001398663940336 2.00 5 1.49758758064084 5 5 WATER STOP 4" C C B B A A D D C-4 C-3 PLANTA ESCALA : 1/50 C-2 Long.Caida ESPECIFICACIONES TECNICAS A.- CONCRETO - SE USARA CONCRETO ARMADO F'C=175 KG/CM2 CEMENTO TIPO I - EN REVESTIMIENTO DE CANALES SE USARA CONCRETO F'C=175 KG/CM2,CEMENTO TIPO I - EN SOLADOS SE USARA CONCRETO SIMPLE F'C=100KG/CM2,CEMENTO TIPO I B.- ACERO - SE USARA GRADO 60 F'Y=4200 KG/CM2 RECUBRIMIENTO 3 y 5 cm. CARACTERISTICAS Nº UBICACION KM LONGITUD POZA ALTURA CAIDA COTAS C-1 C-2 C-3 C-4 C-5 0+040 0+080 0+140 0+200 01 02 03 04 6.50 5.50 5.50 6.00 0.46 0.30 0.30 0.35 1,038.178 1,037.478 1,036.818 1,036.158 1,038.16 1,037.46 1,036.80 1,036.14 1,037.70 1,037.16 1,036.50 1,035.79 1,037.682 1,037.142 1,036.482 1,035.772 1,039.36 1,038.66 1,038.00 1,037.34 0+200 04 6.00 0.35 1,036.158 1,036.14 1,035.79 1,035.772 1,037.34 0.15 2.00 Long. Caida 1.00 0.15 0.30 1.50 0.15 0.15 1.50 0.15 0.40 0.30 0.50 0.05 0.25 0.40 0.50 0.05 0.25 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" 2.00 .30 .15 .30 1.00 1.50 Long.Caida 1.00 ESPECIFICACIONES TECNICAS A.- CONCRETO - SE USARA CONCRETO ARMADO F'C=175 KG/CM2 CEMENTO TIPO I - EN REVESTIMIENTO DE CANALES SE USARA CONCRETO F'C=175 KG/CM2,CEMENTO TIPO I - EN SOLADOS SE USARA CONCRETO SIMPLE F'C=100KG/CM2,CEMENTO TIPO I B.- ACERO - SE USARA GRADO 60 F'Y=4200 KG/CM2 RECUBRIMIENTO 3 cm. CARACTERISTICAS Nº UBICACION KM LONGITUD CAIDA ALTURA CAIDA COTAS C-1 C-2 C-3 C-4 C-5 3+340 4+220 5+500 5+980 01 02 03 04 80.00 100.00 40.00 240.00 8.00 30.00 18.15 48.00 3044.05 3034.15 2965.20 2940.05 3043.55 3033.65 2964.70 2939.55 2963.25 3003.35 2946.25 2891.25 2963.55 3003.65 2946.55 2891.55 2964.05 3004.15 2947.05 2892.05 7+340 05 20.00 2.40 2887.07 2886.57 2883.87 2884.17 2884.67 0.15 1.50 0.15 0.15 2.00 Long. Caida 1.00 0.15 0.30 1.50 0.15 0.50 0.05 0.25 0.40 0.30 0.50 0.05 0.25 0.40 C-5 C-4 C-2 CORTE A - A ESCALA : 1/25 0.1499999999999773 1.5 0.5 0.0499999999999972 0.2499999999999716 0.1499999999999773 0.1482956207078416 0.3999999999999773 0.2999999999999545 5 C-3 5 C-1 0.9999999999999432 0.1500000000000057 0.300000000000054 1.5 0.5 0.0499999999999972 0.2499999999999289 0.1499999999999773 0.3999999999999773 WATER STOP 4" Solado e=0.05 WATER STOP 4" WATER STOP 4" .80 .15 .15 1.00 .15 5 5 5 C°C° F'C 140Kg/CM² + 70% P.G 0.2999999999999972 DETALLE MURO CONTENCION 1.00 L (Variable) 0.30 1.00 .50 .50 .15 .15 .15 .30 .20 .30 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - III INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-03 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;1.20 \A1;0.05 \A1;0.08 \A1;2.15 \A1;0.20 \A1;0.05 \A1;1.20 \A1;0.05 \A1;0.35 \A1;1.20 \A1;1.20 \A1;11.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.66 \A1;0.54 \A1;0.20 \A1;0.05 \A1;Variable \A1;0.20 \A1;0.20 \A1;Variable \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.10 \A1;0.20 \A1;1.00 \A1;1.20 \A1;3.60 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;2.80 \A1;0.80 \A1;0.20 \A1;3.60 \A1;0.20 \A1;1.20 \A1;0.05 \A1;2.15 \A1;1.70 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.10 \A1;2.35 \A1;0.20 \A1;1.85 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.10 \A1;2.05 \A1;0.20 \A1;1.00 \A1;1.00 \A1;10.50 \A1;0.20 \A1;0.20 \A1;2.05 \A1;1.45 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.10 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.35 \A1;1.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.10 \A1;0.05 \A1;0.20 \A1;1.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.80 \A1;4.55 \A1;2.10 \A1;0.20 \A1;1.65 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.90 \A1;1.00 \A1;1.90 \A1;0.20 \A1;0.80 \A1;1.00 \A1;0.80 \A1;9.50 \A1;0.20 \A1;0.20 \A1;1.90 \A1;1.20 \A1;0.80 \A1;1.00 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.80 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.80 \A1;1.00 \A1;0.05 \A1;0.55 \A1;0.45 \A1;0.20 \A1;0.20 \A1;Variable \A1;0.20 \A1;Variable \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.61 \A1;0.20 \A1;Variable \A1;0.05 \A1;0.49 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - I INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-01 DEB - PEJEZA REVISADO: DISEÑO: REPÚBLICA DEL PERU MINISTERIO DE AGRICULTURA PROYECTO ESPECIAL JEQUETEPEQUE - ZAÑA ING. OMER ALVITES ING. CESAR CARPIO CAIDA VERTICAL TÍPICA - II GBM INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: ING. JOSÉ REYES LABENITA PLANO N° APROBADO: FECHA: ENERO - 2010 CA-02 RCP "MEJORAMIENTO DEL SISTEMA DE RIEGO DEL CANAL DE DERIVACIÓN RAFAN - LAGUNAS" - PERFIL - \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.20 \A1;2.15 \A1;0.20 \A1;0.54 \A1;0.20 \A1;Variable \A1;Variable \A1;1.20 \A1;11.10 \A1;0.20 \A1;1.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;2.15 \A1;1.70 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.66 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.35 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.30 \A1;1.80 \A1;5.40 \A1;2.50 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.80 \A1;0.20 \A1;1.20 \A1;2.15 \A1;0.20 \A1;0.54 \A1;0.20 \A1;Variable \A1;Variable \A1;1.20 \A1;11.10 \A1;0.20 \A1;1.20 \A1;1.80 \A1;1.20 \A1;0.20 \A1;2.15 \A1;1.70 \A1;1.80 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.20 \A1;0.95 \A1;0.30 \A1;1.20 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.66 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.35 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 REVISADO: DISEÑO: CAIDA VERTICAL TÍPICA - II PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: CA-02 CORTE A-A 1.20 C2 C1 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.20 2.00 2.00 0.59 0.20 2.00 2.30 5.00 C3 C4 CAIDA 2+100.00 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.70 hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 5 ø3/8"@.25 ø1/2"@.25 L = 4.32 m Perímetro del canal L = 4.20 m L = 4.32 m Transición L = 4.50 m Longuitud del Acero Tramo I-IV Tramo II Tramo III A = 0.92 m2 A = 1.30 m2 A = 1.04 m2 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 1 1 SECCIÓN DE CANAL PARA 2.0 m3/seg Km 1+953 - Km 7+300 5 5 5 5 5 1 1 SECCIÓN DE CANAL PARA 1.5 m3/seg Km 7+300 - Km 12+180 5 5 5 5 5 SECCIÓN DE CANAL PARA 1.0 m3/seg Km 12+180 - Km 13+044 1 1 5 5 5 5 5 \LSECCIONES DEL CANAL RAFAN LAGUNAS \l \LTRAMOS II - III 5 5 5 5 5 5 1.20 C6 1.10 2.00 2.00 0.55 0.20 2.00 2.30 4.90 0.70 5 C5 2+170.00 2+586.55 5+660.00 5+960.00 7+230.75 1.20 1.10 2.00 2.00 0.54 0.20 2.00 2.25 4.90 0.70 1.20 1.10 2.00 2.00 0.50 0.20 2.00 2.25 4.90 0.70 1.20 1.10 2.00 2.00 0.70 0.20 2.00 2.40 5.10 0.70 1.20 1.10 2.00 2.00 0.95 0.30 2.00 2.50 5.40 0.70 = P ANCHO POZA(m) B 1.70 1.70 1.70 1.70 1.70 1.70 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 = H H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IVERTICAL TÍPICA - I \W8.63524; \L\C7;Q = 2.0 m3/seg= 2.0 m3/seg 1.80 1.75 1.75 1.70 1.90 2.15 CORTE A-A 1.10 C8 C7 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.10 2.00 2.00 0.55 0.20 1.85 2.15 4.60 CAIDA 8+030.76 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA ASFALTICA JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.70 hz= 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 9+395.78 1.10. 1.10 2.00 2.00 0.95 0.30 1.85 2.35 5.10 0.70 = P ANCHO POZA(m) B 1.45 1.45 5 5 5 5 5 5 1 1 5 5 5 5 H = H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IIVERTICAL TÍPICA - II \W8.70880; \L\C7;Q = 1.5 m3/seg= 1.5 m3/seg 1.65 2.05 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 C9 12+120.00 1.10. 1.10 2.00 2.00 0.95 0.30 1.85 2.35 5.10 0.70 1.45 2.05 CORTE A-A 1.00 C11 C10 Lj h2 h1 UBICACIÓN ALTURA CANAL TRANSICIONES(m) Lte Lts CAIDA(m) hz P(m) Li Ld 1.00 1.00 1.00 0.90 0.30 1.65 2.10 4.55 CAIDA 12+420 Km CARACTERÍSTICAS DE LAS CAIDAS ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA ASFALTICA JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts LONGUITUDES (m) Lf 0.50 hz= 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 12+720 1.00 1.00 1.00 1.00 0.40 0.20 1.65 1.80 3.95 0.50 = P ANCHO POZA(m) B 1.20 1.20 5 5 5 5 1 1 5 H = H(m) SECCIÓN DEL CANAL AGUAS ARRIBA Y AGUAS ABAJO \LCAIDA VERTICAL TÍPICA - IIIVERTICAL TÍPICA - III \W9.26436; \L\C7;Q = 1.0 m3/seg= 1.0 m3/seg 1.90 1.40 5 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA WATER STOP 6" JUNTA WATER STOP 6" JUNTA WATER STOP 6" JUNTA WATER STOP 6" 5 5 5 <> ø1/2"@.20 ø1/2"@.20 5 5 5 5 Variable 5 Variable ø1/2"@.20 5 \A1;SOLADO ø1/2"@.20 ø1/2"@.20 5 5 5 5 Variable \A1;SOLADO 5 ø1/2"@.20 5 En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I Concreto simple f'c=175K/cm2 e=0.05cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias TRASLAPES Y ANCLAJES MINIMOS: ø 3/8" 1/2" Traslapes 30.0 cm 45.0 cm Anclaje 25.0 cm 30.0 cm JUNTAS : De 0.025m con Water Stop de 6" Caravista RESPONSABILIDAD DEL EJECUTOR. CORTE A-A ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 5 5 = P 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 = H \LCAIDA VERTICAL TÍPICA - IVERTICAL TÍPICA - I \W8.63524; \L\C7;Q = 2.0 m3/seg= 2.0 m3/seg 5 En contacto con el agua: 5 cm. ESPECIFICACIONES TECNICAS RECUBRIMIENTOS: 3 cm. fy = 4,200 Kg/cm2 Grado 60 CEMENTO PORTLAND TIPO I CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: SOLADO f'c=100 Kg/cm2 MUROS Y LOSAS: f'c=210Kg/cm2 RELLENO: Compactado en capas de 0.30m con material propio ENCOFRADO Y DESENCOFRADO: Muros : 24 Horas Losas : 14 Dias Caravista CORTE A-A ø1/2"@.25 ø3/8"@.25 1 1 B PLANTA B A C C JUNTA WATER STOP 6" JUNTA ASFALTICA JUNTA WATER STOP 6" JUNTA ASFALTICA Solado ø1/2"@.25 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 = h1 h2 L te L i L d L j L f L ts hz = 5 5 CORTE B-B 5 5 ø1/2"@.25 ø3/8"@.25 CORTE C-C 5 ø3/8"@.25 ø1/2"@.25 \A1;SOLADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 ø1/2"@.20 ø1/2"@.20 ø1/2"@.20 5 5 5 \A1;SOLADO 5 Variable 5 5 Variable 5 5 5 = P 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 = H 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, cuts, decanter, DETAIL, details, drop, DWG, kläranlage, plant, treatment plant, typical, vertical