Plano Foundation Temporary Poles DWG Block for AutoCAD

Plano Foundation Temporary Poles DWG Block for AutoCAD

Foundation for the installation of power lines – Temporary LT 230kV

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

Temporary, to. Chavarro l., A.gil d., J. Ponce s., Plan no., Approved, revised, scale, design, date, revised, Approved, design, Rev., Date of plot:, Arc. magnetic:, Plan foundation temporary posts, drawing:, Jorge Luis, project manager:, client:, Company owner of the grid system of electric interconnection for the countries of central america, Plan no., content, do not., date, description, references, modifications, country, section, Honduras, G. Henao g., Flat foundation posts, Concrete flooring, Construction gasket, cut, scale, cut, scale, cut, scale, Docking stuff, see note, Ground level, Concrete seal, Notes:, The reinforcement nomenclature spacings are given in meters., Minimum reinforcement coating: mm., Resistance concrete compression:, A poor concrete screed of mm will be placed. At the base of the pilaster., Dimensions are given in millimeters except where another unit is indicated., Hot water substation, J. Ayala, M.f gomez, Grabbing, Indicated, Plan foundation temporary posts, S. Angarita, G. Henao g., retention, Long, W.unit., Cant, Over, Diameter of the, Soil condition, submerged, depth, Height above ast level, volume of, Concrete volume, Weight steel, Concrete volume for, reinforced concrete:, Concrete for flooring: mpa, The number of the bar refers to the nominal diameter in eighths of an inch., Rated resistance creep steel: mpa, Long, W.unit., Cant, Over, Long, W.unit., Cant, Over, Long, W.unit., Cant, Long, W.unit., Cant, Over, Post type, suspension, submerged, Long, W.unit., Cant, Over, Long, W.unit., Cant, Long, W.unit., Cant, Over, Long, W.unit., Cant, Over, If at the time of placing a concrete of the previous stage and, Has to use an epoxy additive for new concrete on old concrete., The docking fill will be done with a well compacted wet sand in, Maximum layers will finally melt the seal in concrete., To remove the prick this concrete remove the sand with water pressure., Over, W.unit.

Raw text data extracted from CAD file:

0 TEMPORALES A. CHAVARRO L. A.GIL D. J. PONCE S. V H PLANO No. APROBÓ REVISÓ ESCALA DISEÑÓ FECHA REVISÓ APROBÓ DISEÑÓ REV. 1:5000 1: A FECHA DE PLOTEO: ARC. MAGNETICO: PLANO CIMENTACION POSTES TEMPORALES 10-08-2010.DWG DIBUJÓ: 19.02.2009 JORGE LUIS JEFE DE PROYECTO: 19.02.2009 CLIENTE: EMPRESA PROPIETARIA DE LA RED SISTEMA DE INTERCONEXIÓN ELÉCTRICA PARA LOS PAISES DE AMERICA CENTRAL PLANO No. CONTENIDO No. FECHA DESCRIPCIÓN REFERENCIAS MODIFICACIONES PAÍS TRAMO HONDURAS G. HENAO G. E . P . R. PLANO CIMENTACION POSTES \A1;300 \A1;3300 \A1;300 \A1;300 \A1;850 \A1;8\fSymbol|b0|i0|c2|p18;# 34 \fArial|b0|i0|c0|p34;c/\fSymbol|b0|i0|c2|p18; 0.18 \A1;8\fSymbol|b0|i0|c2|p18;# 3 \fArial|b0|i0|c0|p34;c/\fSymbol|b0|i0|c2|p18; 0.18 \A1;300 \A1;250 \A1;950 \A1;250 \A1;180 \A1;100 \A1;20 \A1;3780 \A1;950 \A1;915 \A1;880 \A1;850 \A1;1220 \A1;1220 \A1;850 5 3300 5 5 5 B 8\fSymbol|b0|i0|c2|p18;# 3 \fArial|b0|i0|c0|p34;c/\fSymbol|b0|i0|c2|p18; 0.18 8\fSymbol|b0|i0|c2|p18;# 34 \fArial|b0|i0|c0|p34;c/\fSymbol|b0|i0|c2|p18; 0.18 A 6 7 8 6 3 CONCRETO SOLADO A 7 1 4 JUNTA CONSTRUCTIVA JUNTA CONSTRUCTIVA 8 6 9 3 4 CORTE ESCALA 1:15 A CORTE ESCALA 1:15 B CORTE ESCALA 1:15 C 2 5 5 9 1 2 1 RELLENO DE ATRAQUE VER NOTA 9 NIVEL DEL TERRENO 5 5 5 5 SELLO EN CONCRETO 5 5 5 5 5 5 5 5 5 5 5 NOTAS: 1- LOS ESPACIAMIENTOS DE LA NOMENCLATURA DEL REFUERZO ESTÁN DADOS EN METROS. RECUBRIMIENTO MÍNIMO DEL REFUERZO: 75 mm. RESISTENCIA A LA COMPRESION CONCRETO: 2- 3- SE COLOCARA UN SOLADO DE CONCRETO POBRE DE 50 mm. EN LA BASE DE LA PILASTRA. 6- LAS DIMENSIONES ESTÁN DADAS EN MILIMETROS EXCEPTO DONDE SE INDIQUE OTRA UNIDAD. ACOMETIDA SUBESTACION AGUA CALIENTE SIEPAC-L1-HO-C-PL-3073 01 DE 01 J. AYALA M.F GOMEZ A.GALINDO INDICADAS A PLANO CIMENTACION POSTES TEMPORALES 10-08-2010.DWG 05.11.2010 S. ANGARITA 09.08.2010 G. HENAO G. E . P . R. RETENCION 1 b a Nº a b Long. w.unit. cant. W.total (m) (m) (m) (kg) (kg) DIAMETRO DE LA PILASTRA, B (m) CONDICIÓN DEL SUELO SUMERGIDO PROFUNDIDAD PILASTRA, D (m) ALTURA SOBRE EL NIVEL DEL TERRENO, AST (m) VOLUMEN DE EXCAVACION, (m3) VOLUMEN DE CONCRETO REFORZADO, (m3) PESO ACERO DE REFUERZO, (m3) VOLUMEN CONCRETO PARA SOLADO, (m3) CONCRETO REFORZADO: f'c= 21MPa (210 Kg/cm2). CONCRETO PARA SOLADO: f'c= 14 MPa (140 Kg/cm2). 5- EL NUMERO DE LA BARRA SE REFIERE AL DIAMETRO NOMINAL EN OCTAVOS DE PULGADA. 7- RESISTENCIA NOMINAL A LA FLUENCIA ACERO: Fy= 420 MPa (4200 kg/cm2). 4- 3 a Nº a Long. w.unit. cant. W.total (m) (m) (kg) (kg) 6 7 9 d a Nº a d Long. w.unit. cant. W.total (m) (m) (m) (kg) (kg) d a Nº a d Long. w.unit. cant. (m) (m) (m) (kg) a b c d Nº a b Long. w.unit. cant. W.total (m) (m) (m) (kg) (kg) 3.75 5 1.45 0.30 3.60 0.065 3.82 3 166.04 28 5.93 1.26 4.26 6 0.71 1.26 3 0.10 15 2.51 4.48 1.30 37.65 3 1.98 3.54 1.00 0.10 13 0.695 0.225 0.375 3 0.39 12 4.68 12.84 3.77 0.083 289.15 TIPO DE POSTE c (m) 0.040 d (m) 0.055 SUSPENSION SUMERGIDO 3.75 5 1.45 0.30 3.60 0.065 3.82 130.46 22 5.93 253.57 4 a Nº a Long. w.unit. cant. W.total (m) (m) (kg) (kg) 3 0.90 2.00 4 0.50 0.90 8 d a Nº a d Long. w.unit. cant. (m) (m) (m) (kg) 3 13.59 24.30 7.60 0.10 1 2 b a Nº a b Long. w.unit. cant. W.total (m) (m) (m) (kg) (kg) 3.75 4 0.04 3.80 45.33 12 3.78 5 a Nº a Long. w.unit. cant. W.total (m) (m) (kg) (kg) 3 0.54 1.20 4 0.30 0.54 SI AL MOMENTO DE COLOCAR UN CONCRETO, EL CONCRETO DE LA ETAPA ANTERIOR YA 8- HA FRAGUADO, USAR UN ADITIVO EPÓXICO PARA CONCRETO NUEVO SOBRE CONCRETO VIEJO. EL RELLENO DE ATRAQUE SE HARA CON UNA ARENA HUMEDA BIEN GRADADA, COMPACTADA EN 9- CAPAS DE MÁXIMO 0.15 m DE ESPESOR, FINALMENTE SE FUNDIRÁ EL SELLO EN CONCRETO. PARA RETIRAR EL POSTE, PICAR ESTE CONCRETO Y REMOVER LA ARENA CON AGUA A PRESIÓN. W.total (kg) 25.78 w.unit. (kg) 2.21 3 1.26 4.26 6 0.71 1.26 3 0.10 15 2.51 4.48 1.30 37.65 3 1.98 3.54 1.00 0.10 13 0.695 0.225 0.375 3 0.39 12 4.68 0.040 0.055 3 0.90 2.00 4 0.50 0.90 3 13.59 24.30 7.60 0.10 1 3 0.54 1.20 4 0.30 0.54 25.78 2.21 12.84 3.77 0.083 3.75 4 0.04 3.80 45.33 12 3.78

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, FOUNDATION, foundations, gas, gesundheit, installation, kv, l'approvisionnement en eau, la sant, le gaz, lines, lt, machine room, maquinas, maschinenrauminstallations, plano, poles, power, provision, temporary, wasser bestimmung, water