Topography – Chimborazo University DWG Block for AutoCAD

Topography – Chimborazo University

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

inaccessible terrace, terrace, metal roof, limatesa, reinforced concrete channel, metal channel, beam projection, pergolas, metal cover duct, dome, bridge and deck axes, warehouse, block a, block b, sheet :, delivery date: , scales :, course :, ing. victor velasquez, review:, drawing:, national university of chimborazo, owner, members:, miguel angel allauca, claudio cayambe, project: topographic survey, unach, school of civil engineering, stamps: marcelo alvarado, orlando guilcapi, hector shagñay , raul razo, adrian continuity, profile of the terrain, level curavas and, points of detail

Raw text data extracted from CAD file:

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NPT:+13.60 TERRAZA INACCESIBLE NPT:+13.60 NPT:+13.60 TERRAZA -190.4237649428733 I J K -190.4237649428733 -190.4237649428733 -190.4237649428733 G H -190.4237649428733 -190.4237649428733 -190.4237649428733 C -190.4237649428733 D -190.4237649428733 A -190.4237649428733 B -190.4237649428733 N -190.4237649428733 M L O -190.4237649428733 -190.4237649428733 P -190.4237649428733 -190.4237649428733 Q R” -190.4237649428733 R S -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 V V” T U -190.4237649428733 -190.4237649428733 2 -190.4237649428733 1 -190.4237649428733 -190.4237649428733 4 -190.4237649428733 3 5 -190.4237649428733 -190.4237649428733 6 4 5 7 6 -190.4237649428733 1 CUBIERTA METALICA 4 4′ limatesa CUBIERTA METALICA Canal de hormigon armado 11 11 11 11 Canal metalico -190.4237649428733 -190.4237649428733 11 12 13 -190.4237649428733 14 -190.4237649428733 13 proyeccion viga CUBIERTA METALICA proyeccion viga Canal metalico Canal metalico CUBIERTA POLICARBONATO/METAL PERGOLAS TAPA METALICA DUCTO DOMO DOMO 2 2′ proyeccion viga 1′ 1 5 1 DF DC C1 C3 DC DC C2 DO DO 1 1 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 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-190.4237649428733 11 11 12 13″ 14 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 F E E -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 NPT:+11.87 NPT:+11.87 -190.4237649428733 3 3′ -190.4237649428733 -190.4237649428733 -190.4237649428733 8 9 10 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 -190.4237649428733 F G -190.4237649428733 EJES DE PUENTE Y CUBIERTA E E -190.4237649428733 -190.4237649428733 TAPA METALICA DUCTO TAPA METALICA DUCTO -190.4237649428733 \A1;83.844841° \A1;83.593649° \A1;158.965768° \A1;65.914192° \A1;90.389620° \A1;45.670911° \A1;126.009300° \A1;88.453021° \A1;91.406883° \A1;124.770343° \A1;34.845079° \A1;142.892478° \A1;99.601534° BODEGA BLOQUE A BLOQUE B 100 102,31 102 99,04 98,60 96,64 95,86 97 95 94,04 96 97,80 100 99 98,95 101 101 102 100,65 100,40 102,65 102,58 100 99 98 95 96 1 de 3 LAMINA: 9 JULIO 2008 FECHA DE ENTREGA: 1 : 750 ESCALAS: TERCERO “B” CURSO: ING. VICTOR VELASQUEZ REVISA: GRUPO Nº 1 DIBUJO: UNIVERSIDAD NACIONAL DE CHIMBORAZO PROPIETARIO INTEGRANTES: MIGUEL ANGEL ALLAUCA CLAUDIO CAYAMBE PROYECTO: LEVANTAMIENTO TOPOGRAFICO UNACH ESCUELA DE INGENIERIA CIVIL SELLOS: MARCELO ALVARADO ORLANDO GUILCAPI HECTOR SHAGÑAY RAUL RAZO ADRIAN SIGUENCIA 2 de 3 LAMINA: 9 JULIO 2008 FECHA DE ENTREGA: 1 : 750 ESCALAS: TERCERO “B” CURSO: ING. VICTOR VELASQUEZ REVISA: GRUPO Nº 1 DIBUJO: UNIVERSIDAD NACIONAL DE CHIMBORAZO PROPIETARIO INTEGRANTES: MIGUEL ANGEL ALLAUCA CLAUDIO CAYAMBE PROYECTO: LEVANTAMIENTO TOPOGRAFICO UNACH ESCUELA DE INGENIERIA CIVIL SELLOS: MARCELO ALVARADO ORLANDO GUILCAPI HECTOR SHAGÑAY RAUL RAZO ADRIAN SIGUENCIA 3 de 3 LAMINA: 9 JULIO 2008 FECHA DE ENTREGA: 1 : 750 ESCALAS: TERCERO “B” CURSO: ING. VICTOR VELASQUEZ REVISA: GRUPO Nº 1 DIBUJO: UNIVERSIDAD NACIONAL DE CHIMBORAZO PROPIETARIO INTEGRANTES: MIGUEL ANGEL ALLAUCA CLAUDIO CAYAMBE PROYECTO: LEVANTAMIENTO TOPOGRAFICO UNACH ESCUELA DE INGENIERIA CIVIL SELLOS: MARCELO ALVARADO ORLANDO GUILCAPI HECTOR SHAGÑAY RAUL RAZO ADRIAN SIGUENCIA A B C D E F G H I J M L K 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFIL DEL TERRENO CURAVAS DE NIVEL Y PUNTOS DE DETALLE A B C D E F G H J M L K PUNTOS DE DETALLE AREA DEL TERRENO = 19757.93 m PERIMETRO DEL TERRENO = 948.60 m 2 I