Irrigation Canal Works – – 400 Ltrs, 105 Gal, Per Second DWG Block for AutoCAD

Irrigation Canal Works – – 400 Ltrs, 105 Gal, Per Second DWG Block for AutoCAD

UPTAKE, FILTER, CONVEYANCE, DISTRIBUTION AND DRAINAGE – –

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

Var., Var., Var., Land parcels, Parapet, Sunbed by, Concrete, Concrete, Contract elastomeric material contraction, Contract elastomeric material contraction, Contract elastomeric material contraction, Contract elastomeric material contraction, Contract elastomeric material contraction, Contract elastomeric material contraction, In c, Concrete floor, Scale:, The contraction joint installed each serves to control the side cracking the characteristics of the joint are defined in the contracting board detail., Expansion joint installed each serves to absorb dilation contractions due to the temperature change. The characteristics of the joint are defined in the detail of the expansion board., Elastomer sealant, Scale:, Contraction board, Tecknopor, Scale:, Expansion joint, Elastomer sealant, Metallic gate with swing mecamism see detail, Exit channel rectangular section, Scale:, See detail, Maneuvering platform, Of clean door, Together w.s, Of clean, Scale:, Piping pvc sap, Metal gate see detail, Scale:, Maneuvering platform, Scale:, Var., Sand bed selected, Water stop joint, Scale:, Sunbed, See detail, Platform of operations, Exit channel rectangular section, See detail, Together w.s, Exit channel, Channel of entry, Wooden screw gate, Lateral channel, Exit channel, Channel of entry, Concrete, Stated material, Scale, Wooden screw gate, Scale, Scale, Card type metal gate, Scale, Side socket, Wooden screwdriver in channel, Metal gate in parcels, Wooden door, Of metal gate, Screwdriver plate, Card type metal gate, Anchor on wall, Tube, Platinum, Scale, Side socket, Wooden screwdriver in channel, Metal gate in parcels, See detail guide for wooden door, Vertical, Right side screen, Left-side screen., Shoe edge line, Platform of operations, Clean drain gate, Take-off gate, Corrugated f, For anchorage of cº, Both senses, Plate of, Copuerta de canal de limpia see detail, Of operations, Scale:, Scale:, Scale:, Concrete platform, Take-up gate see detail, Clean channel door see detail, Of concrete, Scale:, Sunbed, Scale:, With lifting mechanism, Gate, Maneuvering platform, Of catchment, Contract elastomeric material contraction, Sunbed, Var., Scale:, Scale:, Var.

Raw text data extracted from CAD file:

.40 .10 .10 .20 .50 .20 .15 4.20 .15 4.50 1.00 .15 4.20 .15 1.00 6.55 .40 .50 .40 .10 .10 1.00 .10 1.00 .40 .10 .20 .50 .20 .50 .10 .20 .20 .15 1" 0.10 1" 0.10 .40 .10 .20 .50 7.50 .80 .20 .80 1.27 4.00 \A1;.30 \A1;.15 \A1;.05 \A1;.30 \A1;.50 \A1;.40 \A1;.15 1.00 8.00 1.00 10.00 1.00 .20 1.40 .50 1.48 1.00 .20 1.40 Var. .20 .25 .50 .25 .20 1.40 .10 D=10" .10 1.46 .20 .45 \A1;2.57 .30 .50 .30 .20 .80 7.00 1.00 .80 .20 .20 1.00 .20 .15 .20 .20 .45 .15 .20 .20 .10 .10 .40 .10 .10 .25 .25 \A1;.30 \A1;2.57 \A1;.20 \A1;.10 \A1;.30 .40 1.697 .40 .10 1.27 4.00 1.30 1.50 .20 1.46 .20 .45 1.25 .15 1.697 .30 .40 .30 .45 .10 .40 .10 1.00 .62 1.38 3.00 .10 .40 .10 .60 .35 .10 .10 \A1;3.00 .40 .10 .40 .10 .70 .40 .10 .10 1.20 .10 .40 .10 \A1;.10 1.00 .40 .10 1.50 .40 .10 .35 .10 .10 15" 5" 2" 18" 5" 2" 1" 1.5" 2" 10" 2" 1.5" 15" 21" 15" 5" 2" 1" 1.5" 2" 10" 2" 1.5" 18" 1" 1" 0.45 0.25 \A1;R.20 \A1;R.30 1.20 0.60 .90 0.50 0.70 .26 1.30 1.50 2.11 1.36 1.92 1.30 0.40 0.28 0.35 0.85 0.40 0.05 1.00 .40 .10 1.50 .40 .10 .35 .10 .10 0.38 0.40 0.88 .68 .30 .10 .30 .10 .20 .80 .26 .68 .15 .30 .91 .91 1.00 1.50 1.00 .15 .50 .15 .65 .15 .50 .15 .80 .15 .15 1.00 .30 .50 .30 1.46 1.46 2.92 .50 .50 .38 .38 .50 1.26 .08 .08 2.60 \A1;.30 \A1;.15 \A1;.50 \A1;.50 .30 .50 1.96 .15 1.85 .15 .15 .50 .15 .25 .50 .15 .20 .30 \A1;.50 1.15 \A1;.15 \A1;1.15 .20 .15 .60 .40 e e .60 Var. .74 .40 .10 .10 .10 .40 .10 .40 .40 .40 .15 .10 Var. .20 .40 .20 .40 .40 .10 .10 .10 .10 .60 .74 .60 .60 1.00 3.10 1.00 5.30 .12 .60 .12 2.70 1.60 3.10 1.00 1.00 .30 .30 1.30 .12 .60 .12 \A1;TOMAS PARCELARIAS \A1;ALCANTARILLAS \A1;DESARENADOR Parapeto Parapeto A' A 5 5 5 \LPLANTA \H0.5291x;\lEsc. 1/25 4 Ø 3/8" 4 \U+00D8 3/8" 4 Ø 3/8" 4 \U+00D8 3/8" Ø 3/8"@.25m Ø 3/8"@.20m Ø 3/8"@.20m \LCORTE B-B \H0.5291x;\lEsc. 1/25 Solado de 4" f'c=100 kg/cm2 Concreto F'c=210kg/cm2 5 5 5 5 Ø 3/8"@.20m 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 d DE 3/8" @ 0.25 m d DE 3/8" @ 0.20 m 5 Junta de Contraccion Material Elastomerico 5 5 5 5 Junta de Contraccion Material Elastomerico \A1;B Junta de Contraccion Material Elastomerico 5 5 5 Junta de Contraccion Material Elastomerico \A1;B' Junta de Contraccion Material Elastomerico Junta de Contraccion Material Elastomerico 5 Junta de Contraccion Material Elastomerico Junta de Contraccion Material Elastomerico 5 5 5 5 d 3/8" @ 0.25 m d 3/8" @ 0.20 m f'c = 100kg/cm2 Solado de concreto \L\C7;CORTE A-A' ESCALA: 1/20 5 5 5 5 5 d3/8" @ 0.20m d3/8" @ 0.20m 5 5 5 JUNTA DE CONTRACCIÓN - Instalada cada 3m. - Sirve para controlar la fisura lateral - Las caracteristicas de la junta quedan definidas en el detalle de junta de contracciòn. JUNTA DE DILATACIÓN - Instalada cada 15m. - Sirve para absorver contracciones y dilataciones por el cambio de temperatura. - Las caracteristicas de la junta quedan definidas en el detalle de la junta de dilataciòn. 1" Sellante Elastomerico ESCALA: 1/ 10 JUNTA DE CONTRACCIÓN 1/2" 5 1" Tecknopor ESCALA: 1/ 10 JUNTA DE DILATACIÓN Sellante Elastomerico 5 COMPUERTA METALICA CON MECAMISMO DE IZAJE VER DETALLE 5 CANAL DE SALIDA SECCION RECTANGULAR 5 d 3/8" @ 0.25 m d 3/8" @ 0.25 m d 3/8" @ 0.175 m d DE 3/8" @ 0.175m d DE 3/8" @ 0.25m 5 5 5 \C7;CORTE B-B\fArial|b1|i0|c238|p34; ESCALA: 1/25 5 VER DETALLE d 3/8" @ 0.175 m 5 5 5 5 5 5 5 \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.34x0.41m 5 5 5 5 \A1;\T1.05;L1\S1/2;\H1.429x;"x1/4" 5 5 5 Plataforma de Maniobra 5 \C7;DETALLE DE COMPUERTA DE LIMPIA \C7;ESCALA: 1/20 \A1;\T1.05;L 1 \S1/2;\H1.429x;"x1/4" ø\A1;\T1.05;11/2" \A1;\T1.05;L1\S1/2;\H1.429x;"x1/4" JUNTA W.S JUNTA W.S 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1;Tuberia de Limpia 5 5 5 \C7;PLANTA: DESARENADOR\fArial|b1|i0|c238|p34; ESCALA: 1/25 \W9.51919; TUBERIA PVC SAP Ø 10" compuerta metalica ver detalle 5 5 d 3/8" @ 0.15 m \LCORTE C-C ESCALA: 1/25 d 3/8" @ 0.25 m d 3/8" @ 0.175 m 5 5 5 5 5 d 3/8" @ 0.25 m d 3/8" @ 0.175 m d 1/2" @ 0.18 m PLATAFORMA DE MANIOBRA 5 5 5 5 \LCORTE D-D ESCALA: 1/25 d 3/8" @ 0.25 m d 3/8" @ 0.175 m 5 5 5 5 d 3/8" @ 0.25 m d 3/8" @ 0.175 m Var. 5 5 5 5 5 5 5 D=10" 5 Cama de Arena Seleccionada 5 5 5 5 5 5 5 \A1;B \A1;B \A1;A \A1;A \A1;D \A1;D \A1;C \A1;C Junta Water Stop Junta Water Stop \C7;CORTE A-A\fArial|b1|i0|c238|p34; ESCALA: 1/25 d 1/2" @ 0.20 m d 3/8" @ 0.15 m 5 \A1;\T1.05;L 1\S1/2;\H1.429x;"x1/4" 5 5 5 SOLADO \C7;ESCALA: 1/20 VER DETALLE 5 5 5 PLATAFORMA DE OPERACIONES 5 CANAL DE SALIDA SECCION RECTANGULAR 5 d 3/8" @ 0.25 m d 3/8" @ 0.25 m d 3/8" @ 0.175 m d DE 3/8" @ 0.175m d DE 3/8" @ 0.25m VER DETALLE d 3/8" @ 0.175 m 5 5 5 5 5 5 JUNTA W.S JUNTA W.S 5 5 5 5 d 1/2" @ 0.20 m d 3/8" @ 0.15 m 5 5 5 5 5 CANAL DE SALIDA A A CANAL DE INGRESO 5 5 5 5 5 5 C C B B Compuerta de Madera Tornillo 5 CANAL LATERAL CANAL DE SALIDA CANAL DE INGRESO Concreto f'c=175kg/cm2 Material Afirmado 5 5 5 5 5 5 5 5 5 ESCALA :1/25 \LCORTE A - A Compuerta de Madera Tornillo ESCALA :1/25 \LPLANTA 5 5 5 5 ESCALA :1/20 \LCORTE B - B 5 5 5 5 5 5 5 5 Compuerta Metalica Tipo Tarjeta 5 5 5 5 ESCALA :1/20 \LCORTE C - C 5 5 Toma Lateral Compuerta de Madera Tornillo en Canal Compuerta Metalica en Toma Parcelaria 5 5 5 15" 5" 2" 1" 1.5" 2" 10" 2" 1.5" 15" 21" 5" 2" 18" 15" 5" 2" 1" 1.5" 2" 10" 2" 1.5" 18" \A1;DETALLE DE COMPUERTA DE MADERA \A1;ESCALA: 1/10 \A1;DETALLE DE COMPUERTA METÁLICA \A1;ESCALA: 1/10 \A1;Listones de 1" X 2" 1" 1" 5 Plancha de Madera Tornillo 5 5 5 Compuerta Metalica Tipo Tarjeta 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;\T1.05;L 1"x1/4" 5 5 5 5 Anclaje en muro \A1;\T1.05;L 1"x1/4" Ô\A1;\T1.05; Tubo 3/4" 5 \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.43x0.36m Platina 3/16" \A1;\T1.05;L 1"x1/4" 5 5 5 5 ESCALA :1/20 \LCORTE C - C 5 5 Toma Lateral Compuerta de Madera Tornillo en Canal Compuerta Metalica en Toma Parcelaria 5 5 5 ver detalle 2: guia para compuerta madera 5 5 5 5 5 5 5 5 5 5 5 5 5 \L\C7;CAÍDAS VERTICALES PANTALLA LADO DERECHO. PANTALLA LADO IZQUIERDO. 5 5 5 LINEA DE BORDE DE ZAPATA LINEA DE BORDE DE ZAPATA LINEA DE BORDE DE ZAPATA LINEA DE BORDE DE ZAPATA LINEA DE BORDE DE ZAPATA f'c= 210Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 f'c= 210 Kg/cm2 PLATAFORMA DE OPERACIONES f´c=175Kg/cm2 COMPUERTA DE CANAL DE LIMPIA COMPUERTA DE TOMA DE CAPTACION Fº CORRUGADO d1/2" PARA ANCLAJE DE Cº d 3/8" @0.20 d 3/8" @0.15 f´c=210 kg/cm2 5 5 5 5 5 5 5 5 d 3/8" @0.20 ambos sentidos PLANCHA DE 3/16" COPUERTA DE CANAL DE LIMPIA VER DETALLE f´c=175 kg/cm2 f´c=175 kg/cm2 d 3/8" @0.20 d 3/8" @0.15 5 5 5 5 5 5 5 \L\C7;PLATAFORMA DE OPERACIONES ESCALA: 1/20 \L\C7;CORTE X-X ESCALA: 1/20 \L\C7;CORTE Y-Y ESCALA: 1/20 5 Y Y X X PLATAFORMA DE CONCRETO COMPUERTA DE TOMA DE CATACION VER DETALLE f´c=210 kg/cm2 COMPUERTA DE CANAL DE LIMPIA VER DETALLE f´c= 210Kg/cm2 Ø 1/2"@ 0.30 Ø 3/8"@ 0.19 \L\C7;PANTALLA DE CONCRETO ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8"@ 0.19 Ø 1/2"@ 0.12 Ø 3/8"@ 0.19 Ø 1/2"@ 0.12 f´c= 210Kg/cm2 Ø 1/2"@ 0.20 f´c= 210 Kg/cm2 Ø 1/2"@ 0.12 Ø 1/2"@ 0.20 Ø 1/2"@ 0.12 Ø 1/2"@ 0.20 Ø 1/2"@ 0.12 Solado f'c= 100 kg/cm2 f´c= 175 Kg/cm2 \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.54x0.51m 5 5 5 \A1;\T1.05;L1\S1/2;\H1.429x;"x1/4" 5 5 5 5 5 \A1;\T1.05;L 1 \S1/2;\H1.429x;"x1/4" ø\A1;\T1.05;11/2" \A1;\T1.05;L1\S1/2;\H1.429x;"x1/4" ESCALA: 1/ 15 CON MECANISMO DE IZAJE COMPUERTA Plataforma de Maniobra \L\C7;TOMA DE CAPTACION \A1;TOMA DE CAPTACION \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.43x0.36m \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.43x0.36m \A1;\T1.05;PLANCHA DE 3/16" \A1;\T1.05;DIM: 0.43x0.51m Junta de Contraccion Material Elastomerico 5 5 5 \A1;A 5 5 5 \A1;A 5 5 \T0.9;d 3/8" @ 0.20m\T1; d 3/8" @ 0.20m 5 d 3/8" @ 0.20 m d 3/8" @ 0.18 m B B 5 Solado f'=100kg/cm2 5 5 5 5 5 5 5 d 3/8" @ 0.20 d 3/8" @ 0.20 Var. \C7;ESCALA: 1/2\fArial|b0|i0|c0|p34;0 5 \L\C7;CORTE B-B d 3/8" @ 0.18 5 B B 5 \L\C7;PLANTA ESCALA: 1/25 \L\C7;CORTE A-A ESCALA: 1/25 d 3/8" @ 0.20 d 3/8" @ 0.20 e e 5 \C7;ESCALA: 1/2\fArial|b0|i0|c0|p34;0 5 \L\C7;CORTE B-B d 3/8" @ 0.18 Var. 5 5 5 5 5 d 3/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, canal, distribution, drainage, DWG, filter, fornecimento de água, irrigation, irrigation canal, kläranlage, l'approvisionnement en eau, supply, treatment plant, uptake, wasserversorgung, water, works