Sewer210 DWG Section for AutoCAD

Sewer210 DWG Section for AutoCAD

Type flagstone – canton – Plant – Sections – Details

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

mileage, alignment, Km., Type of material in, pending, Partial distances, Level of slope, Terrain quota, Cut height, Height filled, San pablo antiquipara, Pachamarca, Km., Plant longitudinal profile, Km. to the, Indicated, Cetar.dwg, January, Cad engineers frco. Of zela not the tambo huancayo telefax, sheet:, Esc .:, flat:, archive:, approved, date:, Designers:, every M., At m.s.n.m., In m., Variable according to the type of terrain, Third order, Ccoyllorpancca ccarccancha huayrapata, Road construction, Onccena muchca patallacta, Wari liberators, Huancavelica, Churcampa, Road class, Speed ​​directirz, Tread surface, pumping, Crossing gate, Ditches, right of way, Batter, berm, Regional huancavelica, draft:, Dist., Prov., Dpto., region, Transitory council of administration, Design features, Esc .:, Longitudinal profile, Esc .:, plant, Elevation stirrups foundation, Fin detail, longitudinal section, cross section, top layer, Bottom layer, M.l., M.l., M.l., M.l., M.l., Armor meter, Formwork formwork, kind, Number of pzas., Number of, total, Bars of, Armor summary, quantity, Weight kgs., total, Kgs., San pablo antiquipara, Pachamarca, Sewer, Cetar.dwg, January, Cad engineers frco. Of zela not the tambo huancayo telefax, sheet:, Esc .:, flat:, archive:, approved, date:, Designers:, Ccoyllorpancca ccarccancha huayrapata, Road construction, Onccena muchca patallacta, Wari liberators, Huancavelica, Churcampa, Regional huancavelica, draft:, Dist., Prov., Dpto., region, Transitory council of administration, Elevation stirrups foundation, cross section, Concrete f’c, Elevation stirrups foundation, Beam supports, Stirrup plant ltcn, Stirrup lift right lcn, fin, stirrup, Shoe, trunk, Sub shoe, Drainage pipe, Pvc, To evacuate leaks, Surface waters, Drainage pipe, Pvc, Drainage pipe, Pvc, Drainage pipe, Pvc, fin, Neoprene, Natural terrain level, ravine, Track access, dilatation meeting, plant, stirrup, Concrete slabs concrete slab: cement concrete bags: iron rods iron rods iron rods, Fc concrete, cut, Cut b ‘, Concrete stiles: concrete, Esc., Blade #, Construction of ponton sector view joy union santa rosa, date:, scale:, Location:, draft:, Pichanaki, indicated, Cuts details, drawing:, flat:, drawing:, Cuts details, indicated, Pichanaki, draft:, Location:, scale:, date:, Construction of ponton sector view joy union santa rosa, Blade #, Construction of ponton sector view joy union santa rosa, date:, scale:, Location:, draft:, Pichanaki, indicated, Architecture, flat:, ravine, Vehicular route

Raw text data extracted from CAD file:

3783.13 200 100 D KILOMETRAJE I ALINEAMIENTO KM. 0+000.00 TIPO DE MATERIAL EN % 3783.00 PENDIENTE DISTANCIAS PARCIALES -0.13 3783.13 3783.00 -0.13 COTA DE RASANTE 3790.00 COTA DE TERRENO ALTURA CORTE ALTURA RELLENO SAN PABLO - ANTIQUIPARA PACHAMARCA 900 800 700 600 500 400 300 KM. 1+000.00 PLANTA Y PERFIL LONGITUDINAL KM. 0+000 AL 1+000 INDICADA CETAR.DWG ENERO 2,000 CAD INGENIEROS Frco. DE ZELA No 147 EL TAMBO - HUANCAYO - TELEFAX 064-251297 LAMINA: PP-01 ESC.: PLANO: ARCHIVO: APROBADO FECHA: PROYECTISTAS: 16.00 m. 0.50 x 0.30 m. CADA 500.00 m. 2 % 3.00 m. 60 Km/h. EN m.s.n.m. EN m.s.n.m. EN m. EN m. 0.75 m. VARIABLE DE ACUERDO AL TIPO DE TERRENO TERCER ORDEN 2 2 CCOYLLORPANCCA - CCARCCANCHA - HUAYRAPATA CONSTRUCCION DE CARRETERA ONCCENA - MUCHCA - PATALLACTA LIBERTADORES WARI HUANCAVELICA CHURCAMPA CLASE DE CARRETERA : : : : : : : : : : : : : AR AC CR CT VELOCIDAD DIRECTIRZ SUPERFICIE DE RODADURA BOMBEO PLAZOLETA DE CRUCE CUNETAS DERECHO DE VIA TALUD BERMA REGIONAL - HUANCAVELICA : : : : PROYECTO: DIST. PROV. DPTO. REGION CONCEJO TRANSITORIO DE ADMINISTRACION CARACTERISTICAS DE DISEÑO 3800.00 3810.00 3820.00 3840.00 3830.00 ESC.: H=1:2000 V=1:200 PERFIL LONGITUDINAL ESC.: 1:2000 PLANTA \A1;.25 \A1;2.80 \A1;0.70 \A1;1.30 \A1;0.25 \A1;0.85 \A1;1.74 \A1;0.85 \A1;3.44 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;3.60 \A1;0.15 \A1;0.10 \A1;0.85 \A1;1.74 \A1;0.85 \A1;3.44 ,21 4,92 1,12 ,14 ,07 ,91 ,49 ,28 2,10 3,00 1,82 4,90 ,21 1,82 ,49 32,94° 45,00° 4,92 1,12 ,14 ,07 ,91 3,23 3,23 ,28 ,98 ,21 ,21 3,57 1,207 ,87 2,83 ,56 ,70 5,022 1,26 ,03 ,03 ,11 1,75 1,75 ,84 ,84 \A1;0.55 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;2.00 \A1;4.05 \A1;2.00 \A1;135° \A1;0.30 \A1;3.95 \A1;0.54 \A1;0.20 \A1;2.52 \A1;4.30 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.70 \A1;0.70 \A1;1.00 ELEVACION - ESTRIBOS Y CIMENTACION DETALLE DE ALETAS SECCION LONGITUDINAL A C D F G G A B C D E F A B C D E F G SECCION TRANSVERSAL A B C D d1/2" @ .25 d3/8" @ .25 d1/2" @ .20 d5/8" @ .175 d3/8" @ .30 d3/8" @ .30 L = 9.30/2 d3/8" @ .25 d1/2" @ .25 d3/8" @ .30 d3/8" @ .30 d1/2" @ .20 d5/8" @ .175 3d5/8" Capa superior d3/8" @ .30 d5/8" @ .175 d1/2" @ .20 Capa Inferior d3/8" @ .30 d5/8" @ .175 L = 2.35 m.l. d3/8" @ .30 L = 2.35 m.l. d1/2" @ .20 L = 9.70 d3/8" @ .30 L = 9.45 d5/8" @ . L = 2.05 m.l. d3/8" @ .25 L = 2.05 m.l. d1/2" @ .25 L1 = 2.12 L2 = 1.92 L = 4.04 m.l. METRADO DE ARMADURA METRADO DE ENCOFRADO TIPO d LONG/PZA. Nº DE PZAS. Nº DE BARRAS/PIEZAS TOTAL A B C D E F G 5/8" 3/8" 1/2" 3/8" 5/8" 1/2" 3/8" 2.35 2.35 9.70 9.45 2.05 4.04 2.05 50 15 11 7 6 36 12 1/4 barras de 30' 1/4 barras de 30' 1 1/16 barras de 30' 1 1/30 barras de 30' 1/5 barras de 30' 1/23 barras de 30' 1/5 barras de 30' 13 4 12 9 1 14 2 RESUMEN DE ARMADURA CANTIDAD PESO Kgs. 15 d de 3/8" 26 d de 1/2" 14 d de 5/8" 77 236 199 TOTAL 512 Kgs. \A1;.15 .08 \A1;.15 \A1;.30 \A1;.08 \A1;.25 \A1;1.30 \A1;.70 \A1;.10 \A1;.10 \A1;.15 \A1;2.85 \A1;.90 \A1;1.04 \A1;.90 \A1;1.35 \A1;2.10 .50 1.34 2.00 1.90 \A1;2.10 B \A1;0.25 \A1;1.35 .25 \A1;0.25 \A1;2.05 \A1;2.05 \A1;0.15 \A1;0.15 \A1;9.25 \A1;9.25 \A1;0.45 \A1;0.25 \A1;2.05 \A1;2.05 \A1;1.52 \A1;0.20 \A1;0.20 \A1;1.52 \A1;0.40 \A1;0.20 SAN PABLO - ANTIQUIPARA PACHAMARCA ALCANTARILLA TIPO LOSA 1:20 , 1:25 CETAR.DWG ENERO 2,000 CAD INGENIEROS Frco. DE ZELA No 147 EL TAMBO - HUANCAYO - TELEFAX 064-251297 LAMINA: PD-01 ESC.: PLANO: ARCHIVO: APROBADO FECHA: PROYECTISTAS: CCOYLLORPANCCA - CCARCCANCHA - HUAYRAPATA CONSTRUCCION DE CARRETERA ONCCENA - MUCHCA - PATALLACTA LIBERTADORES WARI HUANCAVELICA CHURCAMPA REGIONAL - HUANCAVELICA : : : : PROYECTO: DIST. PROV. DPTO. REGION CONCEJO TRANSITORIO DE ADMINISTRACION ELEVACION - ESTRIBOS Y CIMENTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d5/8" @ .175 d1/2" @ .20 d3/8" @ .30 d3/8" @ .30 SECCION TRANSVERSAL (LOSA) D C B A 5 5 5 5 5 4 d5/8" 4 d5/8" CONCRETO F'C = 175 Kg/cm2 5 5 5 5 5 5 ELEVACION - ESTRIBOS Y CIMENTACION 5 5 5 <> 5 5 <> 5 2,10 3,00 APOYOS DE VIGAS A A B B C ESTRIBO PLANTA \fZurich LtCn BT|b0|i0|c0|p34;\H0.56x;\lESC. 1/75 5 5 5 5 5 5 5 5 5 <> 5 5 5 5 <> <> 5 L C 5 5 5 5 5 5 5 5 5 ESTRIBO ELEVACION DERECHO (MOVIL) \fZurich LtCn BT|b0|i0|c0|p34;\H0.56x;\lESC. 1/75 ALETA ESTRIBO ZAPATA CAJUELA SUB ZAPATA 5 5 5 TUBERIA DE DRENAJE PVC Ø4" PARA EVACUAR LAS FILTRACIONES SUPERFICIALES DE AGUAS 5 TUBERIA DE DRENAJE PVC Ø4" TUBERIA DE DRENAJE PVC Ø4" 5 TUBERIA DE DRENAJE PVC Ø4" ALETA 5 5 NEOPRENO 5 5 NIVEL DEL TERRENO NATURAL QUEBRADA ACCESO DE VIA JUNTA DE DILATACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRIBO METRADOS DE LA LOSADE LA LOSA \L - CONCRETO: 2.86 m3 \LMATERIALES \L - CEMENTO : 23 bolsas - HORMIGON: 3.50 m3 - FIERRO Ø3/8" : 12 varillas - FIERRO Ø1/2" : 08 varillas - FIERRO Ø5/8" : 11 varillas 5 5 5 5 5 5 5 5 CONCRETO F'C = 140 Kg/cm2 + 50% de P.G B B A CORTE A CORTE B - B' METRADOS DEL 02 ESTRIBOSDEL 02 ESTRIBOS \L - METRADO : 22.88 m3 (2 Estribos) \LMATERIALES \L - CEMENTO : 81 bolsas - HORMIGON: 13.50 m3 - PIEDRA : 11.44 m3 ESC. 1/25 ESC. 1/50 ESC. 1/25 LÁMINA Nº A-01 CONSTRUCCION DE PONTON SECTOR VISTA ALEGRE - UNION SANTA ROSA FECHA: ESCALA: UBICACION: PROYECTO: PICHANAKI INDICADO CORTES - DETALLES DIBUJO: 03 - 2005 PLANO: PLANO: 03 - 2005 DIBUJO: CORTES - DETALLES INDICADO PICHANAKI PROYECTO: UBICACION: ESCALA: FECHA: CONSTRUCCION DE PONTON SECTOR VISTA ALEGRE - UNION SANTA ROSA A-01 LÁMINA Nº LÁMINA Nº A-01 CONSTRUCCION DE PONTON SECTOR VISTA ALEGRE - UNION SANTA ROSA FECHA: ESCALA: UBICACION: PROYECTO: PICHANAKI INDICADO ARQUITECTURA CORTES - DETALLES 03 - 2005 PLANO: QUEBRADA QUEBRADA VIA VEHICULAR VIA VEHICULAR

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, canton, details, DWG, flagstone, kläranlage, plant, section, sections, sewer, treatment plant, type