Sewer DWG Block for AutoCAD

L h = 0.77 MCA 2×2.dwg

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

Of cement in, Apply grout, Excavated face, detail, detail, Stirrups in parapet, detail, Construction work contract, Title of the project:, designation, flat, approved, drawing, J. Creek r., Project manager, Ing. stroke, L. Gambetta a., scale, date, review:, regional government, Departmental cross section of districts, Study definitive level of project technical file: improvement of the road network, Street rock of vergallo magdalena of the sea telefono:, Consorcio vial moquegua arequipa, J. Saavedra de Rivero, From moquegua, Section districts arequipa, County boundary pampas, Jnr consultants euroconsult kukova, Indicated, section, Stirrups in parapet, Sole, detail, Slab plant, Wing slab, Wing lift, Sole, Fy steel, Reinforced concrete f’c, Soles f’c, Coating cm, Technical specifications, armor, Sewer type frame, isometric view, Detail of ochavo in edges, Var., Sole, section, See detail ochavos, See plant, Stirrups in parapet, detail, Of cement in, Apply grout, Excavated face, detail, detail, plant, section, Formwork, section, Sole, Marco mx, Section ii: km. Km.

Raw text data extracted from CAD file:

\A1;6.00 \A1;2.00 \A1;2.00 \A1;2.55 \A1;2.83 \A1;0.25 \A1;0.50 \A1;0.10 \A1;2.83 \A1;0.25 \A1;1.70 \A1;0.75 \A1;0.45 \A1;0.60 \A1;1.15 \A1;0.25 \A1;0.45 \A1;2.00 \A1;0.60 \A1;0.25 \A1;0.25 \A1;2.00 \A1;0.30 \A1;0.60 \A1;0.80 \A1;0.30 \A1;1.70 \A1;0.50 \A1;0.20 \A1;0.70 \A1;0.15 -98.35652102327704 -98.35652102327704 -98.35652102327704 \A1; de cemento en Aplicar lechada cara excavada -98.35652102327704 DETALLE 1 1:12.5 DETALLE 2 \A1;2.00 \A1;0.25 \A1;2.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.10 \A1;.10 \A1;0.17 \A1;0.25 \A1;0.47 \A1;0.30 5 5 0.4699999999999989 0.2999999999999972 6 d3/8″ 0.11 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 1:25 DETALLE 2 \A1;0.20 \A1;0.20 \A1;Var. \A1;0.35 \A1;0.45 \A1;0.50 \A1;0.25 \A1;0.2 \A1;0.25 \A1;1.00 \A1;45° \A1;45° CONTRATO DE CONSULTORIA DE OBRA Nº 23-2013-DLSG-DRA/GR.MOQ. TITULO DEL PROYECTO: DESIGNACION : PLANO N° APROBADO : DIBUJO : J. ARROYO R. JEFE PROYECTO : ING. TRAZO : L. GAMBETTA A. ESCALA : FECHA : 01/13 REVISIÓN: GOBIERNO REGIONAL DEPARTAMENTAL MOQUEGUA-AREQUIPA, TRAMO M0-108: CRUZ DE FLORES, DISTRITOS ESTUDIO DEFINIITIVO A NIVEL DE EXPEDIENTE TECNICO DEL PROYECTO: MEJORAMIENTO DE LA RED VIAL Calle Roca de Vergallo 153 – Magdalena del Mar Telefono: 462-4440 CONSORCIO VIAL MOQUEGUA – AREQUIPA J. SAAVEDRA DE RIVERO DE MOQUEGUA TRAMO AR-118: DISTRITOS POLOBAYA, POCSI, MOLLEBAYA, AREQUIPA TORATA, OMATE, COALAQUE, PUQUINA, LIMITE DEPARTAMENTAL PAMPA USUÑA, MOQUEGUA; JNR CONSULTORES – EUROCONSULT – KUKOVA INDICADA \A1;0.45 \A1;0.17 \A1;0.25 \A1;0.47 \A1;0.30 \A1;0.15 \A1;0.70 \A1;0.20 \A1;0.50 d3/8″ @ 0.25 SECCION A-A 1:25 d1/2″ @ 0.30 (ambas caras) 5 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 5 SOLADO (e=0.05) 0.25 0.25 5 2.00 d3/8″ @ 0.15 (ambas caras) 8 d3/8″ 5 5 5 DETALLE 1 0.75 1:25 PLANTA DE LOSA 6.00 2.00 d3/8″ @ 0.15 (ambas caras) d1/2″ @ 0.30 (ambas caras) \A1;0.60 A B \A1;0.60 A 0.60 2.00 B C C 5 0.50 5 5 LOSA DE ALA (ambas caras) d3/8″ @ 0.25 1:25 5 0.25 0.10 0.25 ELEVACION DE ALA \A1;0.15 d1/2″ @ 0.25 (cara exterior) 1.15 0.45 (cara interior) d3/8″ @ 0.25 0.60 0.45 0.25 d1/2″ @ 0.25 (cara exterior) d1/2″ @ 0.135 (L=1.00 m) 3 d3/8″ @ 0.20 d3/8″ @ 0.25 (ambas caras) d3/8″ @ 0.25 (cara interior) 2 d3/8″ 3 d3/8″ @ 0.20 SOLADO (e=0.05) d3/8″ (ambas caras) Acero : fy = 4200 kg/cm2 Concreto Armado : f’c = 210 kg/cm2 Solado : f’c = 100 kg/cm2 Recubrimiento : 5 cm ESPECIFICACIONES TECNICAS ARMADURA ALCANTARILLA TIPO MARCO 2.00 m x 2.00 m d1/2@.175 A2 d3/8″@.20 d3/8″@.225 d1/2″@.175 d5/8″@.225 d3/8″@.225 d1/2″@.175 d3/8″@.30 d5/8″@.225 VISTA ISOMETRICA 5 0.25 5 0.25 0.25 0.25 DETALLE DE OCHAVO EN ARISTAS .10 .10 d3/8″@.30 d1/2″@.175 d3/8″@.20 d3/8″@.30 A1 A3 A4 L1 L1 L3 L3 L2 L2 B1 B2 B3 (ambas caras) 0.20 0.20 Var. 0.35 0.45 0.50 SOLADO (e=0.05) 0.25 d3/8″ @ 0.15 (ambas caras) 1:25 SECCION B-B 5 2 d3/8″ d3/8″ @ 0.25 (ambas caras) 3 d3/8″ @ 0.20 d1/2″ @ 0.25 (cara exterior) (cara interior) (L=1.00 m) d3/8″ @ 0.25 d1/2″ @ 0.135 d1/2″ @ 0.30 0.25 2 d3/8″ d1/2″ @ .135 1.00 VER DETALLE OCHAVOS 5 5 0.45 VER PLANTA 5 5 5 5 6 d3/8″ 0.11 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 1:25 DETALLE 2 0.15 0.70 0.20 \A1; de cemento en Aplicar lechada cara excavada 0.50 DETALLE 1 1:12.5 DETALLE 2 PLANTA 1:25 1:25 1:25 SECCION C-C ENCOFRADO 1:25 SECCION C-C SOLADO (e=0.05) MARCO 2.00 mx 2.00 m Hr=0.77 m. Es-14 TRAMO II: Km. 75+940 – Km. 153+500

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

Of cement in, Apply grout, Excavated face, detail, detail, Stirrups in parapet, detail, Construction work contract, Title of the project:, designation, flat, approved, drawing, J. Creek r., Project manager, Ing. stroke, L. Gambetta a., scale, date, review:, regional government, Departmental cross section of districts, Study definitive level of technical file of the project: improvement of the road network, Street rock vergallo magdalena del mar phone:, Consortium vial moquegua arequipa, J. Saavedra de Rivero, From moquegua, Section districts arequipa, County boundary pampas, Jnr consultants euroconsult kukova, Indicated, section, Stirrups in parapet, Sole, detail, Slab plant, Wing slab, Wing elevation, Sole, Fy steel, Reinforced concrete f’c, Soles f’c, Coating cm, Technical specifications, armor, Sewer, isometric view, Detail of ochavo in edges, Var., Sole, section, See detail ochavos, See plant, Stirrups in parapet, detail, Of cement in, Apply grout, Excavated face, detail, detail, plant, section, Formwork, section, Sole, Marco mx, Section ii: km. Km.

Raw text data extracted from CAD file:

\A1;6.00 \A1;2.00 \A1;2.00 \A1;2.55 \A1;2.83 \A1;0.25 \A1;0.50 \A1;0.10 \A1;2.83 \A1;0.25 \A1;1.70 \A1;0.75 \A1;0.45 \A1;0.60 \A1;1.15 \A1;0.25 \A1;0.45 \A1;2.00 \A1;0.60 \A1;0.25 \A1;0.25 \A1;2.00 \A1;0.30 \A1;0.60 \A1;0.80 \A1;0.30 \A1;1.70 \A1;0.50 \A1;0.20 \A1;0.70 \A1;0.15 -98.35652102327704 -98.35652102327704 -98.35652102327704 \A1; de cemento en Aplicar lechada cara excavada -98.35652102327704 DETALLE 1 1:12.5 DETALLE 2 \A1;2.00 \A1;0.25 \A1;2.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.10 \A1;.10 \A1;0.17 \A1;0.25 \A1;0.47 \A1;0.30 5 5 0.4699999999999989 0.2999999999999972 6 d3/8″ 0.11 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 1:25 DETALLE 2 \A1;0.20 \A1;0.20 \A1;Var. \A1;0.35 \A1;0.45 \A1;0.50 \A1;0.25 \A1;0.2 \A1;0.25 \A1;1.00 \A1;45° \A1;45° CONTRATO DE CONSULTORIA DE OBRA Nº 23-2013-DLSG-DRA/GR.MOQ. TITULO DEL PROYECTO: DESIGNACION : PLANO N° APROBADO : DIBUJO : J. ARROYO R. JEFE PROYECTO : ING. TRAZO : L. GAMBETTA A. ESCALA : FECHA : 01/13 REVISIÓN: GOBIERNO REGIONAL DEPARTAMENTAL MOQUEGUA-AREQUIPA, TRAMO M0-108: CRUZ DE FLORES, DISTRITOS ESTUDIO DEFINIITIVO A NIVEL DE EXPEDIENTE TECNICO DEL PROYECTO: MEJORAMIENTO DE LA RED VIAL Calle Roca de Vergallo 153 – Magdalena del Mar Telefono: 462-4440 CONSORCIO VIAL MOQUEGUA – AREQUIPA J. SAAVEDRA DE RIVERO DE MOQUEGUA TRAMO AR-118: DISTRITOS POLOBAYA, POCSI, MOLLEBAYA, AREQUIPA TORATA, OMATE, COALAQUE, PUQUINA, LIMITE DEPARTAMENTAL PAMPA USUÑA, MOQUEGUA; JNR CONSULTORES – EUROCONSULT – KUKOVA INDICADA \A1;0.45 \A1;0.17 \A1;0.25 \A1;0.47 \A1;0.30 \A1;0.15 \A1;0.70 \A1;0.20 \A1;0.50 d3/8″ @ 0.25 SECCION A-A 1:25 d1/2″ @ 0.30 (ambas caras) 5 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 5 SOLADO (e=0.05) 0.25 0.25 5 2.00 d3/8″ @ 0.15 (ambas caras) 8 d3/8″ 5 5 5 DETALLE 1 0.75 1:25 PLANTA DE LOSA 6.00 2.00 d3/8″ @ 0.15 (ambas caras) d1/2″ @ 0.30 (ambas caras) \A1;0.60 A B \A1;0.60 A 0.60 2.00 B C C 5 0.50 5 5 LOSA DE ALA (ambas caras) d3/8″ @ 0.25 1:25 5 0.25 0.10 0.25 ELEVACION DE ALA \A1;0.15 d1/2″ @ 0.25 (cara exterior) 1.15 0.45 (cara interior) d3/8″ @ 0.25 0.60 0.45 0.25 d1/2″ @ 0.25 (cara exterior) d1/2″ @ 0.135 (L=1.00 m) 3 d3/8″ @ 0.20 d3/8″ @ 0.25 (ambas caras) d3/8″ @ 0.25 (cara interior) 2 d3/8″ 3 d3/8″ @ 0.20 SOLADO (e=0.05) d3/8″ (ambas caras) Acero : fy = 4200 kg/cm2 Concreto Armado : f’c = 210 kg/cm2 Solado : f’c = 100 kg/cm2 Recubrimiento : 5 cm ESPECIFICACIONES TECNICAS ARMADURA ALCANTARILLA TIPO MARCO 2.00 m x 2.00 m d1/2@.175 A2 d3/8″@.20 d3/8″@.225 d1/2″@.175 d5/8″@.225 d3/8″@.225 d1/2″@.175 d3/8″@.30 d5/8″@.225 VISTA ISOMETRICA 5 0.25 5 0.25 0.25 0.25 DETALLE DE OCHAVO EN ARISTAS .10 .10 d3/8″@.30 d1/2″@.175 d3/8″@.20 d3/8″@.30 A1 A3 A4 L1 L1 L3 L3 L2 L2 B1 B2 B3 (ambas caras) 0.20 0.20 Var. 0.35 0.45 0.50 SOLADO (e=0.05) 0.25 d3/8″ @ 0.15 (ambas caras) 1:25 SECCION B-B 5 2 d3/8″ d3/8″ @ 0.25 (ambas caras) 3 d3/8″ @ 0.20 d1/2″ @ 0.25 (cara exterior) (cara interior) (L=1.00 m) d3/8″ @ 0.25 d1/2″ @ 0.135 d1/2″ @ 0.30 0.25 2 d3/8″ d1/2″ @ .135 1.00 VER DETALLE OCHAVOS 5 5 0.45 VER PLANTA 5 5 5 5 6 d3/8″ 0.11 d3/8″ @ 0.10 ESTRIBOS EN PARAPETO 1:25 DETALLE 2 0.15 0.70 0.20 \A1; de cemento en Aplicar lechada cara excavada 0.50 DETALLE 1 1:12.5 DETALLE 2 PLANTA 1:25 1:25 1:25 SECCION C-C ENCOFRADO 1:25 SECCION C-C SOLADO (e=0.05) MARCO 2.00 mx 2.00 m Hr=0.77 m. Es-14 TRAMO II: Km. 75+940 – Km. 153+500