Details Hydraulic Works DWG Full Project for AutoCAD

Details Hydraulic Works DWG Full Project for AutoCAD

DETAILS WORKS OF ART PROJECTS THAT ARE PART OF DRAFT CHANEL .

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

less, higher, income channel, transition, shredder, transition, income channel, sluice gate, clean channel, fc, mesh both directions, meeting, plant, section, section, fc, section, griddle, angular, anchorage, cap screw, gate detail, channel, canoe plant, section, anchorage, channel, coated mortar cm., broken bottom, min., stone masonry, seated in mixture, AC. of e.g., channel, section, mileage, flow, channel dimensions, quotas, of design, cm. stone masonry set in a mixture e.g. shaped stone formwork. min. mortar coating cm., water stop joint, plant, water stop joint, fc, mesh, section, section, mesh, fc, fc, pending according to profile, expansion joints, channel, channel, transition, minor base, major base, minor base, b. less, b. higher, fc, plant, section, progressive, entry, departure, progressive, entry, departure, transitions, according to projection, dimension of falls, height, base, tangent, plant, section, pvc pipe, pvc pipe, channel, collector, of structures, mesh, both sides, concrete, pvc pipe, concrete cover, pvc pipe, concrete, of pass, typical pass box, fc, mesh, typical channel, sand bed, your B. pvc, compacted fill, in layers of cm., diameter, platform level, sand bed, your B. pvc, compacted fill, diameter, in layers of cm., typical tunnel, typical of excavation, meeting, fc, pvc pipe, esc:, esc:, output channel, shock absorber bed, fast channel, hydraulic characteristics of rapid canal sabandia, input channel, flow, progressive, h.t., anchor bolts, angular, iron iron, griddle, griddle, angular, anchorage, bolt of, griddle, anchorage, bolt of, griddle, angular, griddle, side, mesh, income channel, fast channel, variable, dissipative, mesh, fc, mesh, wall, against strong, mesh, fc, Typical canal ingress, toilet, stop, fc, chop, existing wall, existing wall, detail contraction board on slab, black bituminous material, mesh, sand tecnoport, scale:, reinforcement, gate leaf, gauge, plt., cap screw, cap screw, jeb, bronze nut, cap screw, maneral, scale:, detail, scale:, detail, scale:, detail, Technics steel plates used will be top quality s.a.e. of thickness according to plan. welding using a.w.s.e soldering bolts a.s.t.m. paint protect with one coat of anticorrosive paint two finishing hands. Welding of all elements will be done around the perimeter of contact. the technical capacity of the welding operators must be verified by the contractor who will be responsible., lifting stick, cap screw, welding, scale:, detail, section, scale:, plant, gauge, cap screw, gate leaf, scale:, gauge, gate leaf, bolts, jeb, see detail, elevation cut, card type gate details, scale:, see detail, diameter, manual lifting mechanism, see detail, output pipe, filling, layers, dissipating sink, type damper, armcoat, water outlet pond section, see detail, scale:, lifting stick, clamp, modified, profile, pl. steel, board w., concrete f’c, bolts, see detail, see detail, manual lifting mechanism, pl., diameter, n.a.max., clean channel, toilet, stop, mesh, F

Raw text data extracted from CAD file:

\A1;0.125 \A1;0.70 \A1;0.20 \A1;0.55 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.60 \A1;1.80 \A1;1.20 \A1;0.90 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.125 \A1;0.40 \A1;0.55 \A1;0.30 \A1;0.125 \A1;0.40 \A1;0.30 \A1;0.125 \A1;0.125 \A1;0.90 \A1;0.125 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.70 \A1;0.125 \A1;30° \A1;30° \A1;0.15 \A1;L \A1;0.15 \A1;0.35 \A1;0.15 \A1;b \A1;0.15 \A1;0.35 \A1;L+0.40 \A1;0.35 \A1;0.15 \A1;b \A1;0.15 \A1;0.35 \A1;B \A1;0.15 \A1;L \A1;0.15 \A1;0.20 \A1;0.15 \A1;h \A1;0.15 \A1;0.20 \A1;2.10 \A1;0.20 \A1;0.20 \A1;2.30 \A1;1.00 \A1;0.50 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.20 \A1;0.50 \A1;0.35 \A1;1.20 \A1;0.25 \A1;0.20 \A1;2.30 \A1;1.00 \A1;0.50 \A1;0.25 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.20 \A1;0.85 \A1;0.40 \A1;0.85 \A1;0.20 \A1;0.40 \A1;0.80 \A1;0.25 \A1;h \A1;0.10 \A1;h \A1;0.10 \A1;1.00 \A1;CANAL \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;h \A1;0.10 \A1;0.10 \A1;0.10 \A1;B. Menor \A1;0.10 \A1;0.10 \A1;B. Mayor \A1;0.15 \A1;0.30 a 0.40 \A1;0.15 \A1;0.15 a 0.35 \A1;0.15 \A1;0.15 \A1;h+0.15 \A1;0.30 \A1;h \A1;T \A1;T \A1;T+0.15 \A1;0.10 \A1;b - 0.10 \A1;0.10 \A1;0.15 a 0.35 \A1;0.15 \A1;0.15 \A1;b \A1;0.15 \A1;0.22 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.15 \A1;1.55 \A1;0.40 \A1;0.15 \A1;0.15 \A1;2.15 \A1;1.55 \A1;1.30 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.85 \A1;0.90 \A1;0.15 \A1;0.06 \A1;0.04 \A1;0.05 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.05 \A1;0.70 \A1;0.70 \A1;0.10 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.10 \A1;0.85 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.40 \A1;0.70 \A1;1.50 \A1;0.30 \A1;0.80 \A1;0.10 \A1;DIAMETRO \A1;0.70 \A1;0.50 \A1;0.10 \A1;DIAMETRO \A1;0.15 \A1;0.15 \A1;1.95 \A1;0.20 \A1;0.02 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.15 \A1;1.98 \A1;0.00 \A1;1.00 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;R=0.57 \A1;0.15 \A1;hp+h2 \A1;0.15 \A1;0.15 \A1;0.15 \A1;hp \A1;h2 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.20 \A1;0.41 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.51 \A1;0.15 \A1;b2 \A1;0.15 \A1;0.15 \A1;L2 \A1;0.15 \A1;0.15 \A1;L1 \A1;B3 \A1;B1 \A1;b1 \A1;b1 \A1;B2 \A1;L1 \A1;L6 \A1;L1 \A1;L5 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.10 \A1;0.15 \A1;0.50 \A1;0.70 \A1;0.50 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.15 \A1;hp \A1;0.15 \A1;L5 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.60 \A1;0.15 \A1;b3 \A1;0.15 \A1;0.15 \A1;b3 \A1;0.15 \A1;0.15 \A1;b1 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.90 \A1;hp + h2 \A1;0.20 \A1;0.20 \A1;0.15 \A1;h1 \A1;0.90 \A1;0.50 \A1;0.20 \A1;1.10 \A1;0.40 \A1;4.20 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.125 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.36 \A1;0.14 \A1;0.04 \A1;0.39 \A1;0.075 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.25 \A1;0.25 \A1;3" \A1;0.35 \A1;0.20 \A1;0.25 \A1;1.40 \A1;0.25 \A1;0.70 \A1;0.90 \A1;1.50 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.35 \A1;1.00 \A1;0.125 \A1;0.60 \A1;0.35 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.15 \A1;3.50 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.125 \A1;0.30 \A1;0.125 \A1;0.125 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.55 \A1;0.425 \A1;0.30 \A1;0.125 \A1;0.30 \A1;0.20 \A1;0.35 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.20 \A1;0.55 \A1;0.60 0.10 0.10 0.30 0.10 0.30 0.15 1.00 0.15 0.10 0.60 0.40 0.15 0.15 0.60 0.15 0.60 0.15 0.15 1.00 0.40 0.40 0.10 0.15 1.00 0.15 0.10 0.50 0.10 0.30 0.15 0.60 0.15 0.60 0.30 0.10 0.30 0.10 0.10 0.05 0.05 0.25 0.10 1.50 0.40 0.50 0.40 0.125 0.15 0.125 1.50 0.40 0.50 0.05 0.15 0.40 0.10 0.05 0.35 0.05 0.10 0.40 0.15 0.10 0.30 36°0'0" 0.30 0.10 0.05 0.10 0.05 0.10 0.40 0.05 0.10 0.10. 0.30 0.05 2.65 0.80 2.85 0.10 0.05 1.00 0.35 0.50 0.40 0.40 3" 0.40 6.00 0.24 0.01 0.10 0.30 0.15 0.20 0.01 1.13 0.125 0.40 0.125 0.01 0.20 0.71 0.20 0.01 1.13 0.01 0.20 0.71 0.125 5 0.125 5 5 5 5 0.125 5 0.125 A A CANAL DE INGRESO TRANSICION DESARENADOR TRANSICION CANAL DE INGRESO COMPUERTA DE LIMPIA CANAL DE LIMPIA B B C C 5 0.125 5 5 5 0.125 S=1.00% F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 d 1/2" @ 0.20 d 3/8" @ 0.20 Malla d 1/2" @ 0.20 AMBOS SENTIDOS JUNTA JUNTA JUNTA \LDESARENADOR PLANTA SECCION A-A 0.125 5 0.125 0.125 5 0.125 d 1/2" @ 0.20 d 3/8" @ 0.20 5 5 0.125 SECCION B-B F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 0.125 5 0.125 5 0.125 SECCION C-C PLANCHA Angulares de Anclaje Perno 5 0.125 5 5 5 DETALLE DE COMPUERTA 5 A-03 B B A A 5 5 5 L 5 5 5 b 5 5 L min=2.00 L min=2.00 \A1; d 3/8" @ 0.20 d 3/8" @ 0.25 L+0.40 CANAL CANOA - PLANTA SECCION A-A 5 5 b 5 5 B d 3/8" @ 0.20 d 3/8" @ 0.25 2 Anclaje d 3/8" CANAL C 1 C 2 Revestido mortero 1:5(C.A.) e=3.5 cm. Fondo de quebrada \A1;L. min. 2.00 Mamposteria de piedra asentada en mezcla 1:5 C.A. y 70% de P.G. C 1 CANAL 5 L 5 5 5 h 5 C 2 2 d 3/8" d 3/8" @ 0.25 d 3/8" @ 0.20 SECCION B -B Nº KILOMETRAJE CAUDAL m³/seg. DIMENSIONES DEL CANAL COTAS C 1 C 2 b m. d m. h m. L m. 01 02 03 \LCONDICIONES DE DISEÑO (CANOAS) - CºAº = 175 kg/cm² Q = ............m³/seg. - f'y = 4200 kg/cm² r = 7.5 cm. - Mamposteria de piedra asentada en mezcla 1:5 (C.A.) y 70% P.G. - Encofrado de piedra acomodada. - t min. 1.50 kg/cm². - Revestimiento con mortero (C.A.) 1:5, e= 3.5 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A Junta Water Stop 4" B B PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta Water Stop 4" 5 F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 Malla d 3/8" @ 0.25 c/e. SECCION A-A 5 5 5 5 5 5 5 5 SECCION B -B Malla d 3/8" @ 0.25 F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 d 3/8" @ 0.25 d 3/8" @ 0.25 h 5 h 5 F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 PENDIENTE SEGUN PERFIL JUNTAS DE DILATACION (Material Bituminoso) JUNTAS DE DILATACION (Material Bituminoso) 5 CANAL 5 CANAL CANAL TRANSICION TRANSICION 5 5 5 5 Base Menor Base Mayor A 5 Base Menor 5 A B B h 5 5 5 B. Menor 5 5 B. Mayor F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 PLANTA SECCION A-A SECCION B -B PROGRESIVA ENTRADA (Base) SALIDA (Base) h PROGRESIVA ENTRADA (Base) SALIDA (Base) h TRANSICIONES 5 0.30 a 0.40 5 0.15 a 0.35 5 5 h+0.15 5 h T T T+0.15 5 b - 0.10 5 0.15 a 0.35 5 b S=0.00% \Q2;S= Segun Proyeccion A A DIMENSION DE CAIDAS h ( altura ) b ( base ) T ( tangente ) T+0.15 b - 0.10 2.00 1.50 1.00 0.60 1.50 0.75 0.90 1.40 1.40 0.65 0.80 1.30 1.20 1.00 0.50 0.30 0.65 0.45 1.10 0.90 PLANTA SECCION A-A 5 b 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tuberia PVC d 8" Tuberia PVC d 8" \LPLANTA \LSECCION A - A A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tuberia PVC d 3" Canal \LCAJA RECOLECTORA \LPLANO DE ESTRUCTURAS 5 5 5 5 5 5 5 \A1; d 3/8" @ 0.20 d 3/8" @ 0.20 5 5 5 5 5 5 5 5 5 Malla d 3/8" @ 0.20 ambos lados Concreto F'c=210 Kg/cm\U+F007 5 5 5 5 5 5 5 5 Tuberia PVC d 8" 5 5 5 5 5 5 5 5 5 5 5 5 Tapa de Concreto d 1/4" @ 0.10 Tuberia PVC d 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Concreto F'c=175 Kg/cm\U+F007 \LCAJA DE PASE \LPLANTA B B \LSECCION B - B \LSECCION TIPICA CAJA DE PASE 0.15 0.15 0.40 0.15 0.15 0.70 0.15 0.40 F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 Malla d 3/8" @ 0.15 \LSECCION TIPICA DE CANAL 0.70 1.50 0.30 0.80 CAMA DE ARENA TUB. PVC Ø 8" RELLENO COMPACTADO EN CAPAS DE 30 cm. 0.10 DIAMETRO 0.70 0.50 NIVEL DE PLATAFORMA CAMA DE ARENA TUB. PVC Ø 8" RELLENO COMPACTADO 0.10 DIAMETRO EN CAPAS DE 30 cm. R=0.57 \LSECCION TIPICA DE TUNEL \LSECCION TIPICA DE EXCAVACION Junta Junta F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 Tuberia PVC d 8" ESC: 1/50 O 3/8" @ 0.20 O 3/8" @ 0.20 f'c=175 kg/cm2 5 hp+h2 5 L3 5 5 hp h2 0.125 b3 0.125 ESC: 1/25 ESC: 1/25 ESC: 1/25 0.15 C1 S f'c=175 kg/cm2 1 1 1 1 1 1 1 1 C2 S f'c=175 kg/cm2 O 3/8" @ 0.25 5 hp h2 S=0.00% C2=hp. hp + h2 L3 0.15 0.20 L1 0.20 L5 0.15 h3 5 h1 L4 A-03 d1 d2 ht hp A-04 CANAL DE SALIDA (m) B3 h3 d3 b3 LECHO AMORTIGUADOR (m) h4 d4 HP L2 L1 CANAL RAPIDA (m) CARACTERISTICAS HIDRAULICAS DE RAPIDA CANAL SABANDIA B2 h2 d2 b2 CANAL DE ENTRADA (m) B1 h1 d1 b1 CAUDAL m3/seg. PROGRESIVA 0+153 0+150 H.T. m 0.50 1.360 Nº 01 0+250.50 0+250 4.463 02 0+940 0+930 4.984 03 0.50 0.50 0.210 0.187 0.195 0.50 0.50 0.50 0.80 0.50 0.50 0.50 0.091 0.062 0.109 0.50 0.50 0.50 0.80 2.35 2.20 2.74 1.80 0.291 0.496 0.468 0.58 0.73 0.66 0.79 0.99 0.67 0.50 0.50 0.50 0.285 0.231 0.190 0.50 0.50 0.50 0.80 0.80 0.80 0.80 0.80 1.80 1.80 0.80 0.80 0.360 0.360 0.360 5 1.70 5 0.30 0.50 0.30 5 5 PERNOS DE ANCLAJE 1/2" x 2" 2 de 2"x2"x0.35 ANGULARES PLANCHA DE FIERRO e = 1/4" 5 5 0.40 5 5 1.00 5 5 5 5 1.10 5 0.50 0.70 0.50 5 0.90 5 5 PLANCHA PLANCHA 0.50 5 0.40 5 5 0.40 0.20 5 Plancha ANGULARES ANCLAJE PERNO DE plancha 5 0.50 0.20 5 5 5 5 ANCLAJE PERNO DE 5 Plancha ANGULARES plancha \LTOMA LATERAL \LPLANTA A A B B \LSECCION A-A \LSECCION B-B f'c=140 kg/cm2 0.15 b2 0.15 0.15 L2 0.15 0.15 b3 0.15 0.15 L1 MALLA O 3/8" @ 0.25 O 3/8" @ 0.25 B B A A CANAL DE INGRESO CANAL RAPIDA f'c=140 kg/cm2 5 b3 5 B3 B1 5 b1 5 b1 b1 B2 L1 L6 L1 L5 VARIABLE VARIABLE \LPLANTA \LCORTE A - A \LPOZA DISIPADORA \LCORTE B - B Malla d 3/8" @ 0.25 Malla d 3/8" @ 0.25 5 5 5 5 5 F'c = 175 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 Malla d 3/8" @ 0.20 \LDETALLE DE MURO \LDETALLE DE CONTRA FUERTE 5 5 5 Malla d 1/4" @ 0.20 F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 0.125 5 5 0.125 0.125 5 \LSECCION TIPICA CANAL INGRRESO 0.425 WATER STOP 6" F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 PICAR MURO EXISTENTE 5 5 MURO EXISTENTE 5 DETALLE JUNTA DE CONTRACCION EN LOSA MATERIAL BITUMINOSO +GAS NEGRO MALLA Ø 1/4" @ 0.25 ARENA Y TECNOPORT 2" ESCALA: 1/20 REFUERZO HOJA DE COMPUERTA e = 1/4" CALIBRADOR PLT. 2" x 1/4" PERNO 1 / 2" x 5" L 2" x 2" x 1/4" 1" x 1/2" PERNO 1/2" x 4" a 0.30 JEBE 1" x 1" e = 1/4" L 2" x 2" x 1/4" TUERCA DE BRONCE (Fundido y Torneado) PERNO 1/2" x 2" MANERAL 1/4" x 1" 5 5 5 1 1/2" 5 ESCALA: 1/5 DETALLE 04 ESCALA: 1/5 DETALLE 02 ESCALA: 1/5 DETALLE 03 \C6;ESPECIFICACIONES TECNICAS \H0.7x;\l\C41;Las planchas de acero a utilizarse será de primera calidad S.A.E. 3030 de espesores según plano. Soldadura : Usar soldadura A.W.S.E - 6010 a 6011. Pernos A.S.T.M. A-307 Pintura : proteger con una mano de pintura anticorrosiva y dos manos de acabado. \L\C6;NOTAS \l\C41;La soldadura de todos los elementos se haran en todo el perímetro de contacto. La capacidad técnica de los operadores de soldadura deberá ser verificado por el contratista que será su responsabilidad. 0.075 0.20 0.20 0.10 0.10 0.15 BASTON DE IZAJE PERNO 1/2" x 4" L 2" x 2" x 3/16" SOLDADURA 1 1/2" ESCALA: 1/5 DETALLE 01 0.10 SECCION 3-3 ESCALA: 1/20 PLANTA CALIBRADOR 1"x1/2" PERNO 1/2"x4" HOJA DE COMPUERTA e = 1/4" 0.40 5 ESCALA: 1/10 L 2'x2" x1/4" 5 CALIBRADOR 1"x1/2" HOJA DE COMPUERTA e = 1/4" L 2"x 2"x1/4" PERNOS 1/2"x4"@.30 JEBE 1" x 1" VER DETALLE 2 CORTE - ELEVACION DETALLES DE COMPUERTA TIPO TARJETA ESCALA: 1/10 3" 0.30 0.125 VER DETALLE 4 PL.3/8" D=0.20 PL 0.40 x 1/8" 5 L2" x 2" x 1/4" 5 DIAMETRO 4" MECANISMO DE IZAJE MANUAL Ø 3/8" @ 0.2 Ø 3/8" @ 0.2 VER DETALLE 1 VER DETALLE 3 f'c= 210 kg/cm.2 f'c= 210 kg/cm.2 Ø 3/8"@.25 5 Ø 3/8" @ .15 5 5 5 5 5 5 5 5 1.50 0.15 0.40 DUCTO DE SALIDA RELLENO CAPAS 0.30 A POZA DISIPARADORA COMPUERTA TIPO ARMCO DE 40x40 SALIDA DE AGUA DE ESTANQUE SECCION 2-2 VER DETALLE 1 ESCALA: 1/20 BASTON DE IZAJE d1 1/2" ABRAZADERA MODIFICADO PERFIL d3/8" @ 0.25 d3/8" @ 0.15 PL. ACERO 0.45 x 45 x 1/4" d3/8" @ 0.25 T 2"x 2"x1/4" d3/8" @ 0.25 JUNTA W.S. 9" JUNTA W.S. 9" 0.25 Concreto f'c =175 kg/cm2 2L 2"x 2"x1/4" 2 PERNOS 0.35 1.00 0.125 0.60 0.35 VER DETALLE 2 C°f'c= 210 kg/cm2 VER DETALLE 4 d3/8" @ 0.20 MECANISMO DE IZAJE MANUAL PL. 3/8" D=0.20 PL.0.40 x 0.30 x 3/8" L 2" x 2" x 1/4" DIAMETRO 4" N.A.MAX. 0.20 0.30 0.10 0.15 2d1/2" 5 5 5 5 5 5 5 5 0.125 5 5 0.125 0.125 5 \LSECCION E - E CANAL LIMPIA WATER STOP 6" Malla d 1/4" @ 0.20 F'c = 210 Kg/cm\fVerdana|b0|i0|c0|p0;\U+F007 5 A-01 <>0 <>0 <>0 <>0 <>0 5 <>.00 5 <>0 <>0 <>0 <>0 5 5 <>0 5 <>0 5 5 <>.00 <>0 <>0 <>0 5 <>.00 5 <>0 <>0 <>0 5 <>0 <>0 5 0.60 5 <>0 <>0 <>0 V. FLOTADOR BOYA BUZON DE INSPECCION 60 x 60 2 Ø 1/4 " Ø 1/4 C/.10 C/S BUZON DE INSPECCION 60 x 60 TUBO DE VENTILACION Ø 2" Ø 1/4" C/.10 C/S V. FLOTADOR CANASTILLA Ø 3/8" C./20 C/S Ø 3/8" C./ 20 Ø 3/8" C./ 30 NIVEL TERRENO CONCRETO 1:2:4 CON REJILLA METALICA DE SALIDA 2 Ø 1/4" CON TAPA METALICA ACCESORIOS CODO PVC. 90º TRANS PVC. RE / C NIPLE Fº Gº x 0.35 m. CODO Fº Gº 90º VALVULA COMPUERTA DE BRONCE CANTIDAD VALVULA FLOTADOR CANASTILLA PVC x 90 TUBO VENTILACION Fº Gº Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" 02 02 02 02 01 01 01 01 CAMARA ROMPE PRESION 0.05 V. FLOTADOR NIVEL TERRENO TAPA METALICA TUBO DE VENTILACION Ø 2" Ø 1/4" C/.10 C/S PROYECCION TUB. BOYA NIPLE DE Fº Gº SOLDADO A LA VALVULA VAL. DE COMPUERTA ASA PARA LEVANTAR LA TAPA N.M.A 2 Ø 1/4" 0.25 0.10 0.30 ELEVACION CORTE LONGITUDINAL ESC: 1/20 PLANTA ESC: 1/20 ARMADURA DE LA LOSA SUPERIOR ESC: 1/20 DETALLE DE LA TAPA METALICA E INGRESO DE AGUA ESC: 1/10 Relleno Concreto f'c= 100 kg/cm² NIPLE nivel de agua Ø ¼" c/ 0.20 C/U Ø ¼" c/ 0.20 TAPA SANITARIA ( REMOVIBLE) concreto f'c = 175 kg/cm ² material granular clasificado CAJA DE CAPTACION ADAPTADOR Tuberia PVC VALVULA DE COMPUERTA Tuberia PVC REBOSE CODO SELLADO Cº f'c=140kg/cm² Ø 3/8"@0.20 \W7.86469; c/u ALAMBRE DE PUAS 0.80x1.50 ALAMBRE DE PUAS ALAMBRE DE PUAS CAJA DE CAPTACION 0.40 1.50 0.40 0.50 0.40 0.40 0.125 5 0.125 1.50 0.40 0.50 3" 5 5 0.40 0.10 5 5 5 0.10 0.40 5 0.10 0.30 CONO DE REBOSE PVC 4" 5 CANASTILLA DE BRONCE \W1.82861; colocar rejilla de malla galvanizada \W4.45232; abertura = 1" 0.30 0.10 5 0.10 5 0.10 0.40 5 0.10 0.10. 0.30 5 PLANTA CERCO PERIMETRICO DETALLE DE CIMIENTOS Y ANCLAJE DE TUBO SECCION LONGITUDINAL PLANTA TUBO DE FIERRO Ø 3" 5 0.80 5 0.40 0.10 5 1.00 0.35 0.50 CORTE A - A PLANTA CONDUCTO CUBIERTO CARROZABLE ESCALA : 1/ 20 METRADO DE CONDUCTO CUBIERTO CONDUCTO CUBIERTO (01) DESCRIPCION UNIDAD CANTIDAD EXCAVACION DE TERRENO M3 CONCRETO f'c = 210 kg / cm2 M3 ACERO DE REFUERZO kg ENCOFRADO M2 CANAL (CONDUCTO) CANAL (CONDUCTO) A A UBICACION DE CONDUCTO 6.28 4.49 178 19.35 CONDUCTO 01 = 0+303 6.00 CONCRETO f'c = 140 kg / cm2 M3 1.20 O 3/8 a 0.25 O 1/2 a 0.25 O 1/2 a 0.25 5 5 0.10 0.30 5 0.20 5 0.20 5 5 CONCRETO f' c = 140 kg /cm2 CONCRETO f' c = 210 kg /cm2 RELLENO COMPACTADO 95 % O 3/8 a 0.25 INTERCALADO O 3/8 a 0.25 0.125 0.40 0.125 5 0.20 5 0.20 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	abwasserkanal, art, autocad, banhos, casa de banho, chanel, details, draft, DWG, fosse septique, full, hydraulic, mictório, part, plumbing, Project, projects, sanitär, Sanitary, sewer, toilet, toilette, toilettes, urinal, urinoir, wasser klosett, WC, works