Distributor – Pluvial Drains DWG Detail for AutoCAD

Distributor – Pluvial Drains DWG Detail for AutoCAD

Distributor – Details pluvial drains

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

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Raw text data extracted from CAD file:

0 00 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ 14-01-97 / 15/10/97 DIBUJO : PEDRO VERASTEGUI DE LA CRUZ REPUBLICA DEL PERÚ 0.80 0.40 0.60 13.39 9.14 0.25 0.40 0.35 0.80 3.25 0.30 1.00 0.40 0.20 6.00 2.20 0.40 0.20 0.20 0.20 1.00 0.50 6.00 6.40 3.20 1.00 0.50 0.30 0.20 3.00 6.00 CANAL CUCHOQUESERA 6.00 30° 0.30 0.30 0.80 0.80 0.30 1.00 2.50 5.00 6.45 1.00 5.00 20° 8,00 1.20 6.84 5.00 11,66 3,00 3,00 12,00 3.00 3,00 0.90 0,90 4.20 2.10 2.10 14.00 3,57 37° 14.00 0.20 2.50 0.90 0.15 0.30 0.30 0.30 0.35 0.40 0.40 0.25 0.60 9.14 3.25 1.00 0.40 0.90 1.70 0.80 1.70 0.90 0.80 13.39 PROYECTO: 066-817208 066-9650213 Conchopata - Ayacucho Jr. Tarapacá N° 131 pimentelg1@hotmail.com CCA P I M E N T E L : TELEFAX : : CELULAR Email : OFICINA Dist. Prov. Depto. Lugar UBICACIÓN : : : Diseño: : Dibujo: PLANO: Fecha: LAMINA: Escala: 0.30 0.40 6.50 0.30 CANAL RECTANGULAR ST-I (Km. -6.50 al 0+000) 8.00 TARNSICIÓN Tr-1 (Km. 0+000 al 0+008) CANAL CUBIERTO ST-II (Km. 0+008 al 0+860) 6.00 0.25 0.25 6.50 2.20 0.30 6.60 0.30 6.00 0.30 2.50 2.20 6.50 1.696 1.696 2.50 0.30 0.20 Variable de 6.00 a 3.00 0.25 0.25 0.30 0.30 Variable de 6.00 a 3.00 0.30 Variable de 2.20 a 2.80 0.25 0.25 1.50 3.60 0.30 3.00 133° 0.90 1.86 3.00 0.60 0.25 1.50 3.91 0.30 0.25 1.86 0.30 0.99 a a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R WATER STOP 9" 3710.099 3711.099 JUNTA DE CONSTRUCCIÓN CON WATER STOP 9" J.C. R=1.50 m. 3714.499 3714.499 3712.849 R=0.24 m. R=0.60 m. 5 5 5 5 5 5 5 5 5 CORTE 3-3 PROG. -6.5 ESCALA : 1/50 5 5 5 5 5 5 5 5 Hacia Ayacucho S=0.00175 S=0.0020 S=0.00154 CANAL CUCHOQUESERA VERTEDERO ESCALINES 5 ESTACIÓN LIMNIGRAFICA 0+558.95 0+552.95 0+546.50 5 R = 8.60 - Lc = 4.50 - Tg = 2.30 R = 9.30 - Lc = 3.24 - Tg = 1.64 0+538.305 0+524.50 0+519.50 5 5 5 5 5 5 5 5 5 5 5 5 8,00 5 5 5 11,66 3,00 3,00 12,00 5 3,00 5 0,90 5 5 5 3711.079 3711.089 3714.499 3711.099 3712.849 3714.699 3714.699 3711.099 3714.159 3711.109 5 3,57 5 5 3711.499 3711.099 JUNTA DE CONSTRUCCIÓN CON WATER STOP 9" J.C. J.C. R=0.24 m. R=0.60 m. WATER STOP 9" R=1.50 m. 3714.499 3711.099 3710.099 3711.099 3714.499 3712.849 5 R 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 000 S=0.0035 5 5 5 5 CANAL RECTANGULAR ST-I (Km. -6.50 al 0+000) 5 TARNSICIÓN Tr-1 (Km. 0+000 al 0+008) CANAL CUBIERTO ST-II (Km. 0+008 al 0+860) 3711.499 3711.486 3710.086 3713.686 5 5 5 5 5 5 5 5 5 5 5 5 3 3 4 4 6.50 5 5 6 6 1 1 2 2 CORTE 2-2 ESCALA : 1/100 CORTE 1-1 ESCALA : 1/50 CORTE 4-4 ESCALA : 1/50 CORTE 5-5 ESCALA : 1/50 CORTE 6-6 ESCALA : 1/50 5 5 8'515,200 N 8'515,200 N 8'515,180 N 8'515,180 N 8'515,220 N 8'515,220 N 571,400 E 571,400 E 571,380 E 571,380 E PLOT A1 Canal de sistema de Descarga Q = 32.00 m3/s PARTIDOR PLANTA Y CORTE Nivel del agua Nivel del agua 5 5 5 Variable de 6.00 a 3.00 Variable de 6.00 a 3.00 Variable de 2.20 a 2.80 5 5 5 5 5 S=0.0020 S=0.0035 0 008 00 5 5 5 5 5 5 5 5 5 5 5 5 5 Nivel del agua 5 5 5 5 5 Portal de Ingreso 3711.486 3710.086 5 Relleno DE LA TOMA DE FONDO a a a b ab = diámetro circunferencia = ancho de fondo

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, distributor, drains, DWG, kläranlage, pluvial, treatment plant