Sanding Canoe DWG Block for AutoCAD

Plane sanding and canoe in concrete channels

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

Typical channel section, Compacted natural level ground, Filling expansion joint, concrete, Affirmed, Asphalt seal, Joint composition:, sand, asphalt, note:, The asphaltic joint is located mts., kind, Concrete channel:, Cutter cutter, Esc, detail of, scale:, Sandblasting plant, scale:, Valve compurta, Channel axis, Stone sticking, Canoe plant, scale:, Steel detail in canoe, scale:, concrete, professional, draft, Navan, district, region, province:, place, Location, C.c navan, Oyon, Lime prov., date, scale, indicated, October, sheet, Ing james resurrection huaman., Improvement of the hishpac canal in the district c.c of navan oyon lima, Detail of sand canoe, flat, Format, District municipality of navan, Province of oyon region lima, Format

Raw text data extracted from CAD file:

\A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;2.5cm \A1;0.10 \A1;0.10 1.50 0.22 2.60 2.30 0.95 0.15 0.28 0.28 0.50 0.22 0.50 0.35 0.30 0.15 2.45 0.15 0.75 0.30 0.15 0.31 0.34 0.80 0.80 0.15 0.15 \A1;11.50 \A1;4.50 \A1;11.50 \A1;4.50 .10 .10 .10 .20 .20 1 1 1 1 0.40 M 0.30 M H B SECCIÓN TÍPICA DE CANAL 2.5cm 0.10 0.10 TERRENO NATURAL NIVELADO Y COMPACTADO RELLENO JUNTA DE DILATACION CONCRETO AFIRMADO JUNTA ASFALTICA f’c=175Kg/cm2 COMPOSICIÓN DE JUNTA: – ARENA – ASFALTO RC-250 NOTA: La Junta Asfaltica se ubican @ 3.00 mts. TIPO A-A CANAL DE CONCRETO: \A1;H \A1;B F’c=175 kg/cm2. A A CORTE A-A DEL DESARENADOR ESC 1/25 5 d 3/8″ @ 0.15 d 3/8″ @ 0.15 DETALLE DE ACEROS-FINAL ESCALA: 1/25 d 3/8″ @ 0.15 d 3/8″ @ 0.15 d 3/8″ @ 0.15 d 3/8″ @ 0.15 PLANTA DE DESARENADOR ESCALA: 1/25 VALVULA COMPURTA 4″ 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 EJE DEL CANAL EJE DEL CANAL 5 5 5 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 PLANTA DE CANOA ESCALA: 1/25 DETALLE DE ACERO EN CANOA ESCALA: 1/25 CONCRETO F’c=175 kg/cm2 PROFESIONAL : PROYECTO : NAVAN DISTRITO : REGION : PROVINCIA: LUGAR : UBICACION : C.C NAVAN OYON LIMA PROV. FECHA : ESCALA : Indicado OCTUBRE 2013 PD-01 LAMINA : Ing James Resurreccion Huaman. MEJORAMIENTO DEL CANAL HISHPAC EN LA C.C DE NAVAN, DISTRITO DE NAVAN – OYON – LIMA DETALLE DE CANOA Y DESARENADOR PLANO : FORMATO : A-2 MUNICIPALIDAD DISTRITAL DE NAVAN PROVINCIA DE OYON – REGION LIMA FORMATO A-2

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

Typical channel section, Compacted natural level ground, Filling expansion joint, concrete, Affirmed, Asphalt seal, Joint composition:, sand, asphalt, note:, The asphaltic joint is located mts., kind, Concrete channel:, Cutter cutter, Esc, detail of, scale:, Sandblasting plant, scale:, Valve compurta, Channel axis, Stone sticking, Canoe plant, scale:, Steel detail in canoe, scale:, concrete, professional, draft, Navan, district, region, province:, place, Location, C.c navan, Oyon, Lime prov., date, scale, indicated, October, sheet, Ing james resurrection huaman., Improvement of the hishpac canal in the district c.c of navan oyon lima, Detail of sand canoe, flat, Format, District municipality of navan, Province of oyon region lima, Format

Raw text data extracted from CAD file:

\A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;2.5cm \A1;0.10 \A1;0.10 1.50 0.22 2.60 2.30 0.95 0.15 0.28 0.28 0.50 0.22 0.50 0.35 0.30 0.15 2.45 0.15 0.75 0.30 0.15 0.31 0.34 0.80 0.80 0.15 0.15 \A1;11.50 \A1;4.50 \A1;11.50 \A1;4.50 .10 .10 .10 .20 .20 1 1 1 1 0.40 M 0.30 M H B SECCIÓN TÍPICA DE CANAL 2.5cm 0.10 0.10 TERRENO NATURAL NIVELADO Y COMPACTADO RELLENO JUNTA DE DILATACION CONCRETO AFIRMADO JUNTA ASFALTICA f’c=175Kg/cm2 COMPOSICIÓN DE JUNTA: – ARENA – ASFALTO RC-250 NOTA: La Junta Asfaltica se ubican @ 3.00 mts. TIPO A-A CANAL DE CONCRETO: \A1;H \A1;B F’c=175 kg/cm2. A A CORTE A-A DEL DESARENADOR ESC 1/25 5 d 3/8″ @ 0.15 d 3/8″ @ 0.15 DETALLE DE ACEROS-FINAL ESCALA: 1/25 d 3/8″ @ 0.15 d 3/8″ @ 0.15 d 3/8″ @ 0.15 d 3/8″ @ 0.15 PLANTA DE DESARENADOR ESCALA: 1/25 VALVULA COMPURTA 4″ 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 EJE DEL CANAL EJE DEL CANAL 5 5 5 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 Emboquillado de Piedra H=0.50 PLANTA DE CANOA ESCALA: 1/25 DETALLE DE ACERO EN CANOA ESCALA: 1/25 CONCRETO F’c=175 kg/cm2 PROFESIONAL : PROYECTO : NAVAN DISTRITO : REGION : PROVINCIA: LUGAR : UBICACION : C.C NAVAN OYON LIMA PROV. FECHA : ESCALA : Indicado OCTUBRE 2013 PD-01 LAMINA : Ing James Resurreccion Huaman. MEJORAMIENTO DEL CANAL HISHPAC EN LA C.C DE NAVAN, DISTRITO DE NAVAN – OYON – LIMA DETALLE DE CANOA Y DESARENADOR PLANO : FORMATO : A-2 MUNICIPALIDAD DISTRITAL DE NAVAN PROVINCIA DE OYON – REGION LIMA FORMATO A-2