Meter Parshal DWG Block for AutoCAD

Meter Parshal DWG Block for AutoCAD

Flow meter type Parshal structured

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

Ing., Ing. Michel sore, Consolidation report, system of, The measurements in the technical planes are in m., The measurements in the field planes are in m., Ign coordinates are in meters., observations, executed by, date, review, accepted, approved by, date, Parssa, Of references, title, number, Of the town of, draft:, Definitive study of the works of the stage, approved by:, Project area:, firm, document, designer:, cartoonist:, Parssa, scale, E.p. Silk chimbote, Rev., sheet, Consulting engineers, Nippon koei co. Ltd., Ministry of construction sanitation, Sanitation sector reform program, Oist, Construction sanitation, Ministry of, presidency of the Republic, Republic of Peru, mesh, Mesh down, Mesh up, Mesh down, Mesh up, Mesh down, Mesh up, mesh, Mesh up and down, mesh, Mesh up and down, mesh, Mesh to center, typical, typical, plant, Esc., cut, Esc., Esc., cut, Esc., Sole, Niv, cut, flowmeter, Esc., Esc., flowmeter, plant, detail, Esc., Meeting of walls, corner, intersection, detail, Break water, Board of, Typical construction, stage, Wall, Break water, see detail, Break water, detail, Mat. filling, Rev, scale, super, yam, date, Observations of supervisor are corrected, typical, plant, Esc., cut, Esc., Esc., cut, Esc., Sole, Niv, cut, flowmeter, Esc., Esc., flowmeter, plant, detail, Esc., Meeting of walls, corner, intersection, detail, Board of, Typical construction, stage, Wall, Break water, detail, Mat. filling, mesh, Mesh up and down, mesh, Mesh down, Mesh up, Mesh down, Mesh up, Mesh down, Mesh up, mesh, Mesh up and down, mesh, Mesh to center, typical, Free coatings, Faces in contact with ground water, Dry external faces, Cm. Free., general specifications, concrete, ground, steel, District municipality of ragash, sheet, scale:, drawing:, designer:, reviewed:, flat, draft, date:, Ancash, Ragash, Sihuas, Dist:, location:, Prov, Apartment, Edwin joel arteaga chavez, Cip., Reg. Consucode, G.i.l.b., may, Ragash, Construction of the general sewerage system, Ragash district oxidation pond, Parshall meter structures

Raw text data extracted from CAD file:

\A1;11.12 \A1;11.12 \A1;2.00 \A1;1.00 \A1;1.34 \A1;.61 \A1;.91 \A1;1.00 \A1;4.25 \A1;1.50 \A1;1.47 \A1;.84 \A1;.30 \A1;.60 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.23 \A1;.25 \A1;.15 ******************** ****** ING. ****************** ****** ING. MICHEL SORE INFORME DE CONSOLIDACION **************************** **************************** SISTEMA DE *********************************** *** 1/1 ************ **** ****************** ****** 1/1 Las medidas en los planos técnicos están en m. Las medidas en los planos de campo están en m. Las cotas IGN están en metros. OBSERVACIONES EJECUTADO POR TITULO/DESCRIPCION FECHA N° REVISION ACEPTADO APROBADO POR FECHA PARSSA PLANOS/DOCUMENTOS DE REFERENCIAS TITULO NUMERO DE LA LOCALIDAD DE SUB-AREA PROYECTO: ESTUDIO DEFINITIVO DE LAS OBRAS DE LA 1ra. ETAPA APROBADO POR: AREA PROYECTO: FIRMA DOCUMENTO PROYECTISTA: DIBUJANTE: N° PARSSA ESCALA E.P.S. SEDA CHIMBOTE REV. HOJA Consulting Engineers NK NIPPON KOEI CO. LTD. Ministerio de Vivienda, Construccion y Saneamiento PROGRAMA DE APOYO A LA REFORMA DEL SECTOR SANEAMIENTO OIST CONSTRUCCION Y SANEAMIENTO MINISTERIO DE VIVIENDA, PRESIDENCIA DE LA REPUBLICA REPUBLICA DEL PERU \A1;1.75 \A1;1.47 \A1;1.50 \A1;1.88 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;.97 \A1;.30 \A1;.27 \A1;.27 \A1;.06 \A1;.06 \A1;.25 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.30 \A1;.38 \A1;.25 \A1;.30 \A1;.15 \A1;1.75 \A1;1.88 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.92 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.15 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ARRIBA ABAJO MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ARRIBA ABAJO MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.15 AL CENTRO MALLA d3/8"@.15 AL CENTRO \A1;.10 \A1;.40 \A1;.10 d3/8 @0.15 <> TIPICO d3/8 @0.20 d3/8 @0.15 \A1; d3/8 @0.15 \A1;.40 \A1;.10 \A1;.10 \A1;.15 TIPICO \A1;.30 \A1;.30 \A1;.25 \A1;.25 -63664.01667366887 -63664.01667366887 \A1;h \A1;11.12 \A1;11.12 \A1;2.00 \A1;1.00 \A1;1.34 \A1;.61 \A1;.91 \A1;1.00 \A1;4.25 \A1;1.50 \A1;1.47 \A1;.84 \A1;.30 \A1;.60 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.23 \A1;.25 \A1;.15 \A1;1.75 \A1;1.47 \A1;1.50 \A1;1.88 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;.97 \A1;.30 \A1;.27 \A1;.27 \A1;.06 \A1;.06 \A1;.25 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.30 \A1;.38 \A1;.25 \A1;.30 \A1;.15 \A1;1.75 \A1;1.88 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.92 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;h <> PLANTA A A ESC. 1:25 5 CORTE A-A ESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C B B ESC. 1:25 CORTE B-B CORTE C-C ESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado f'c=110 kg/cm e=0.10 5 5 5 5 5 5 D D Niv. 8.51 CORTE D-D MEDIDOR DE FLUJO ESC. 1:10 5 5 5 5 5 5 DN600 DN600 DN600 DN600 5 5 5 ESC. 1:10 MEDIDOR DE FLUJO PLANTA 5 5 5 DETALLE 1 ESC. 1:10 5 5 5 5 \LDETALLE ENCUENTRO DE MUROS (PLANTAS) ESQUINA 2 d 3/8" INTERSECCION DETALLE 1 Rompe agua 9" (Water Stop) 5cm. JUNTA DE CONSTRUCCION TIPICO h h/3 h/4 h/4 1ra. ETAPA 2da. ETAPA d MURO (WATER STOP) ROMPE AGUA 9" 1:25 VER DETALLE 2 VER DETALLE 2 (Water Stop) Rompe agua 9" DETALLE 2 Mat. Relleno TIT1 TIT2 REV ESCALA SUPER NAME FECHA 0 23/06/2006 1 14/07/2006 SE CORRIGEN OBSERVACIONES DEL SUPERVISOR \A1;.15 TIPICO <> PLANTA A A ESC. 1:25 5 CORTE A-A ESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C B B ESC. 1:25 CORTE B-B CORTE C-C ESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado f'c=110 kg/cm e=0.10 5 5 5 5 5 5 D D Niv. 8.51 CORTE D-D MEDIDOR DE FLUJO ESC. 1:10 5 5 5 5 5 5 DN200 DN200 DN200 DN200 5 5 5 ESC. 1:10 MEDIDOR DE FLUJO PLANTA 5 5 5 DETALLE 1 ESC. 1:10 5 5 5 5 \LDETALLE ENCUENTRO DE MUROS (PLANTAS) ESQUINA 2 d 3/8" INTERSECCION DETALLE 1 5cm. JUNTA DE CONSTRUCCION TIPICO h h/3 h/4 h/4 1ra. ETAPA 2da. ETAPA d MURO (WATER STOP) ROMPE AGUA 9" 1:25 DETALLE 2 Mat. Relleno MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ARRIBA ABAJO MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 ABAJO MALLA d3/8"@.25 ARRIBA MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.25 ARRIBA ABAJO MALLA d3/8"@.25 MALLA d3/8"@.25 MALLA d3/8"@.15 AL CENTRO MALLA d3/8"@.15 AL CENTRO d3/8 @0.15 <> TIPICO d3/8 @0.20 d3/8 @0.15 \A1; d3/8 @0.15 RECUBRIMIENTOS LIBRES CARAS EN CONTACTO CON AGUA O TERRENO CARAS SECAS O EXTERIORES 3 cm. libres. 5 cm. libres. ESPECIFICACIONES GENERALES fy= 4200 Kg./cm2. f'c= 210 Kg./cm2. t= 0.92 Kg./cm2. CONCRETO TERRENO ACERO MUNICIPALIDAD DISTRITAL DE RAGASH Lamina : MP-02 Escala: Dibujo: Proyectista: Revisado: Plano : Proyecto : Fecha: ANCASH RAGASH SIHUAS Dist: Localidad: Prov: Dpto: ING° EDWIN JOEL ARTEAGA CHAVEZ CIP. 99547 REG.CONSUCODE C-6853 G.I.L.B. MAYO - 2009 1/25 - 1/10 RAGASH CONSTRUCCION DEL SISTEMA GENERAL DE ALCANTARILLADO Y LAGUNA DE OXIDACION DEL DISTRITO DE RAGASH MEDIDOR PARSHALL - ESTRUCTURAS

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, flow, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, meter, provision, structured, type, wasser bestimmung, water