Pontoon And Sewerage 24 DWG Detail for AutoCAD

Pontoon And Sewerage 24 DWG Detail for AutoCAD

Detail profile and plant of pontoons construction for roads and sewer 24

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

Volume of concrete mts for two stirrups, Concrete, mixture, resistance, base, psi., Elation, psi., Sole, psi, slab, psi., Wheel guard, psi., Volume of concrete mts for two stirrups, Concrete, mixture, resistance, base, psi., A.M., Mts, Und, Mts, Of quantities, Excavation all, Mts floor, pipeline, tube, Fill the gap, Concrete cycle, Work shorts, House, Sole, Simple concrete p.s.i., Republic of Colombia, Huila department, Municipality of guadalupe, draft:, Expansion road, horseshoe, Vereda filo salazar, High Edge Salazar, Contains:, Stirrup for ponton, section:, drawing:, Mts mts mts, Carlos alberto avila gómez, date:, scale:, flat:, October of, unscaled, Concrete p.s.i. Structural steel blending p.s.i, Shell dlg c. Mts mts, Detail steel reinforcement, draft:, Contains:, Details ponton, section:, drawing:, Mts mts mts, Carlos alberto avila gómez, date:, scale:, flat:, October of, unscaled, Simple concrete p.s.i., Shell dlg c. Mts, Plate detail, Wheel guard detail, Mts coating, Shell dlg c. Mts, Shell dlg, Shell dlg c. Mts, Reinforcing steel detail, Shell dlg, Sole, Sole, side view, Pool plant, Pool side, Shell dlg, draft:, Contains:, sewer, section:, drawing:, Mts mts mts, Carlos alberto avila gómez, date:, scale:, flat:, October of, unscaled, Republic of Colombia, Huila department, Municipality of guadalupe, Expansion road, horseshoe, Vereda filo salazar, High Edge Salazar, Republic of Colombia, Huila department, Municipality of guadalupe, Expansion road, horseshoe, Vereda filo salazar, High Edge Salazar

Raw text data extracted from CAD file:

2,7m 2,7m 1m 0,1m 0,1m 1,85m 1,85m 0,3m 0,3m 1m 0,35m 0,2m 0,25m 0,25m 0,2m 0,35m 0,55m 0,55m 5m 4m VOLUMEN DE CONCRETO L = 5 mts PARA DOS ESTRIBOS CONCREO V M³ MEZCLA RESISTENCIA BASE V1 21,6 1:2:3 3000 P.S.I. ELAVACION V2 36,8 1:2:3 3000 P.S.I. SOLADO V3 1,56 1:2:3 3000 P.S.I LOSA V4 3 1:2:3 3000 P.S.I. GUARDA RUEDA V5 0,7 1:2:3 3000 P.S.I. VOLUMEN DE CONCRETO L = 5 mts PARA DOS ESTRIBOS CONCREO V M³ MEZCLA RESISTENCIA BASE V1 21,6000 1:2:3 3000 P.S.I. 01:23:00 a.m. 01:02:03 a.m. 0,1m 0,05m 0,25m 0,2m 0,35m 0,2m 0,25m 0,35m 1,4m 5,6m 0,2m 0,3m 0,2m 0,2m 0,95m 1m 0,2m 1,75m 0,3m 1,4m 0,2m 0,25m 0,15m 0,2m 0,15m 0,25m 0,2m 0,45m 0,5m 0,45m 0,3m 0,3m 1,4m 1,4m 0,95m 1,9m 0,15m L = 6 mts UND L = 5 mts \T1.15;CUADRO DE CANTIDADES EXCAVACION (considerando todo factor) 17.1 M³ 15.4 SOLADO (2000 P.S.I.) e = 0.15 mts 1.15 M³ 1 TUBERIA (d24", P = 2.5%) 6 TUBO 5 RELLENO DE LA BRECHA (material apisonado) 7.5 M³ 6.08 CONCRETO CICLOPEO (2000 P.S.I., 40% piedra) 3.35 M³ 3.35 DESCOLES (según obra ejecutada) 5 M³ 5 RONDAS (según obra ejecutada) 10 ML 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L = 5mts Solado V1 V2 V5 V3 V4 Concreto simple 3000 P.S.I. REPUBLICA DE COLOMBIA DEPARTAMENTO DEL HUILA MUNICIPIO DE GUADALUPE Proyecto: AMPLIACION CAMINO DE HERRADURA VEREDA FILO SALAZAR - ALTO FILO SALAZAR Contiene: ESTRIBO PARA PONTON Sección: Dibujo: 4 mts x 4 mts x 5 mts Carlos Alberto Avila Gómez Fecha: Escala: Plano: Octubre de 2011 Sin Escala 1 de 2 Concreto 210 kg/cm² - 3.000 P.S.I. Mezcla 1:2:3 Acero Estructural 1400 kg/cm² = 20.000 P.S.I 5 5 \A1;27 \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;3/4" C. 0.15 mts L = 5.20 mts \A1;22 \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;5/8" C. 0.20 mts L = 3.90 mts \A1;27 \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;3/4" C. 0.18 mts L = 5.20 mts \A1;22 \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;5/8" C. 0.20 mts L = 3.90 mts DETALLE ACERO REFUERZO Proyecto: Contiene: DETALLES PONTON Sección: Dibujo: 4 mts x 4 mts x 5 mts Carlos Alberto Avila Gómez Fecha: Escala: Plano: Octubre de 2011 Sin Escala 2 de 2 5 5 5 5 5 5 Concreto simple 3000 P.S.I. Concreto simple 3000 P.S.I. L = 5mts \A1;Fleje \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;5/8" C. 0.18 mts \A1;Fleje \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;3/4" C. 0.15 mts DETALLE PLACA DETALLE GUARDA RUEDA 0,43m 0,02m 0,25m 0,55m Recubrimiento de 0.02 mts \A1;E \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;3/8" C. 0.20 mts \A1;Fleje \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;1/2" \A1;Fleje \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;3/8" C. 0.20 mts 0,53m 0,38m 0,5m 0,2m DETALLE ACERO DE REFUERZO 5 5 5 5 5 5 \A1;TUBO \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;24" \A1;P 2.5% \A1;1m \A1;+ - solado e=0.15m 5 5 5 L solado = 1m 5 5 VISTA LATERAL PLANTA ALBERCA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;+ - 5 CARA ALBERCA \A1; \H1.083x;Ø\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.6538x; \fArial Narrow|b0|i0|c0|p34;\H1.412x;24" 5 5 Proyecto: Contiene: ALCANTARILLA 24" Sección: Dibujo: 4 mts x 4 mts x 5 mts Carlos Alberto Avila Gómez Fecha: Escala: Plano: Octubre de 2011 Sin Escala 1 de 1 REPUBLICA DE COLOMBIA DEPARTAMENTO DEL HUILA MUNICIPIO DE GUADALUPE AMPLIACION CAMINO DE HERRADURA VEREDA FILO SALAZAR - ALTO FILO SALAZAR REPUBLICA DE COLOMBIA DEPARTAMENTO DEL HUILA MUNICIPIO DE GUADALUPE AMPLIACION CAMINO DE HERRADURA VEREDA FILO SALAZAR - ALTO FILO SALAZAR 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, construction, DETAIL, DWG, kläranlage, plant, profile, roads, sewer, sewerage, treatment plant