Pumping Platform DWG Section for AutoCAD

SECTION, PLANT, ELEVATION ;CONSTRUCTIVE DETAILS OF PUMPING PLATFORM FOR DRINKING WATER SYSTEM AT RURAL COMMUNITIES

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

masonry, mufa, quantity of material for pumping platform, pumping platform, type, project:, I raise:, d i r e c t o r g e n e r a l, scale, dimension, drawing, date

Raw text data extracted from CAD file:

0.12 0.12 1.44 0.28 0.10 0.28 0.10 0.08 1.00 0.08 0.90 0.15 0.10 0.25 2.00 0.15 1.00 0.08 0.90 0.12 0.46 0.14 0.10 0.20 0.90 0.08 2.06 0.15 0.10 0.25 0.25 0.10 15,19 0.25 0.10 0.20 0.60 2.20 0.10 0.10 3.00 0.25 0.15 2.70 15,19 25,31 0.60 2.00 0.90 3.50 3.50 2.20 0.65 0.65 3.50 0.15 0.10 0.25 2.00 0.25 0.10 0.15 3.00 MURO DE TABIQUE ROJO DE 21 CMS. MURO DE TABIQUE ROJO DE 14 CMS. a a" 0.12 0.12 2.20 1.44 0.28 0.10 0.28 0.10 0.08 1.00 0.08 0.90 LOSA DE CONCRETO ARMADA CON VAR. # 3 A CADA 15 CMS. \A1;LOSA DE CONCRETO ARMADA CON VAR. \S3/8;" A CADA 15 CMS 0.15 0.10 0.25 2.00 5 0.15 5 MAMPOSTERIA CADENA DE DESP.ARMADA CON 4 VAR. 3/8"CON EST. A CADA 20 CMS DE (15 X 20 ) \A1;CASTILLO ARMADO DE 4 VARILLAS \S3/8;" CON ESTRIBOS A CADA 20 CMS.DE ( 15 X 15 CMS. ) 5 1.00 0.08 0.90 0.12 5 0.46 0.14 0.10 0.20 0.90 \W4.00000; CORTE a - \W4.00000; a" MUFA \A1;VAR. DE \S3#8;" A CADA 15 CMS. MURO DE TABIQUE ROJO DE 14 CMS. 0.15 0.10 0.25 0.25 0.10 5 0.20 0.60 2.20 0.10 0.10 3.00 MURO DE TABIQUE ROJO DE (14 X 28) \A1;4 VAR. \A1;\S3#8;"CON EST. \A1;A CADA 20 CMS DE \A1;(15 X 20 ) \A1;4 VAR. \A1;\S3#8;"CON EST. \A1;A CADA 20 CMS DE \A1;(15 X 20 ) \A1;VAR. \S3#8;" A CADA 20 CMS. 0.25 0.15 2.70 5 5 CANTIDAD DE MATERIAL PARA PLATAFORMA DE BOMBEO \A1;VOLUMEN DE EXC. 4.20 M3 VOLUMEN DE RELLENO 1.82 M3 VOLUMEN DE MAMPOSTERIA 3.5 M3 VOLUMEN DE CONCRETO F´c= 175 KG/CM2 0.72 M3 VOL. DE CONCRETO F´c= 200 KG/CM2 1.35 M3 MURO DE TABIQUE ROJO DE 14 X 28 13.0 M2 VARILLA DE \S3#8;" F´c= 2000kg/cm2 160 kg ALAMBRON \S1#4;" F´c= 1265 KG/CM2 40 KG CIMBRA EN CIMENTACION 0.80 M2 CIMBRA EN CADENAS 7.50 M2 CIMBRA EN CASTILLOS 1.50 M2 CIMBRA EN LOSA 12.00 M2 LIMPIEZA 16 M2 TRAZO 9 M2 CANTIDAD DE MATERIAL PARA MAMPARA MURO DE TABIQUE (14 CMS. DE ESPESOR) 5.13 M2 MURO DE TAB. DE 28 CMS. DE ESPESOR 0.90 M2 VOL. DE CONCRETO F´´c= 175 (castillos) 0.10 M3 VOL. DE CONCRETO F´c = 200 (losa) 0.23 M3 VARILLA \S3#8;" F´c = 2000 KG/CM2 35 KG ALAMBRON \S1#4;" F´c= 1265 kg/cm2 4.00 KG. CIMBRA EN CASTILLOS 1.30 M2 CMBRA EN LOSAS 3.00 M2 0.60 2.00 0.90 3.50 3.50 2.20 0.65 0.65 PLATAFORMA DE BOMBEO TIPO 3.50 0.15 0.10 0.25 2.00 0.25 0.10 0.15 3.00 b b " CORTE b - b " PROYECTO : LEVANTO : D I R E C T O R G E N E R A L ESCALA ACOTACION DIBUJO FECHA

Language	Spanish
Drawing Type	Section
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bomba, bomba de água, constructive, details, drinking, drinking water, DWG, elevation, pipe, plant, platform, pompe, pompe à eau, pump, pumpe, pumping, rohr, section, system, tubulação, tuyaux, wasserpumpe, water, water pump