Grid DWG Block for AutoCAD

Grid DWG Block for AutoCAD

Variable sizes of grid pluvial waters

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

Iron planes around the perimeter of the canal, Sun. bezel, Sun., anchorage, Detail rod placement, unscaled, welding, Perforated female, Rod through, Detail anchors welding, unscaled, Isometric grid, unscaled, grade, For grids type, structural:, indicated, electric welding, Female base frame, Place by contractor, scale:, Plant type grid set, Female separation detail, Without esc, Grille gasket detail, Without esc, Plant grid, Esc:, Longitudinal grid section, Esc:, see detail, Females, Specifications:, Corrugated pipe pvc, Section trans. Typical channel for grille, see detail, That, do not., Street edge, Corrugated pvc pipe mm, scale:, Drainage pipe, Smoothing cement ratio:, Long section Typical channel for grille, do not., do not., Corrugated pipe pvc, Section trans. Typical channel for grille, see detail, That, do not., Corrugated pvc pipe mm, Corrugated pvc pipe mm, Drainage pipe, Box well, existing, Place by contractor, Corrugated pvc pipe mm, Drainage pipe, Comes from grille, Pipe diameters are given in millimeters, note:, Unless otherwise indicated, Lengths are given in meters less than, Otherwise stated, Vo.bo., Municipality of mixco, Project planning, Indicated, I revise vo.bo., Esc:, plane of:, draft:, Vo.bo., I raise:, calculation:, drawing:, design:, sheet, Project planning, Grille detail, F. Hernandez, Construction, San antonio area of ​​mixco, kind

Raw text data extracted from CAD file:

3" 3" 2" 2" L C HIERRO PLANOS A36 DE 3" X 3/8" EN TODO EL PERIMETRO DEL CANAL HIERRO PLANOS A36 DE 3" X 3/8" EN TODO EL PERIMETRO DEL CANAL SOL. BISEL 1/4 E7018 SOL. 1/4 E7018 SOL. 1/4 E7018 ANCLAJE 3/8" ANCLAJE 3/8" DETALLE 2 COLOCACION DE VARILLA Ø 1/2" SIN ESCALA SOLDADURA 1/4 E7018 HEMBRA 3" X 3/8" PERFORADA VARILLA Ø 1/2" ATRAVESADA DETALLE 1 ANCLAJES Y SOLDADURA SIN ESCALA 1.00m 0.90m 0.10m 0.10m 0.50m 0.10m 0.10m 1.35 0.20 0.42 1.37 2.17 0.90 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.50 0.10 0.10 1.45 0.12 0.075 0.925 0.15m 0.10m 1.15m 0.12m 0.12m 0.10m 0.10m 4.95m 0.10m 0.10m 4.74m 0.10m 0.10 0.075 0.125 0.10 0.50 0.10 0.10 0.90 0.12 0.80 0.15 1.15 1.15 0.90 0.10 0.10 3" 0.74 0.35m 0.35m 0.70m 0.20m 1.62m 1.10m 1.62m 4.58m 4.54m 0.10m 0.10m 0.10m 4.74m 0.30m 0.60m 0.30m 0.10m 0.50m ISOMETRICO REJILLA -CONCRETO: SIN ESCALA -ACERO: f 'y = 2812 Kg/Cm² (40,000 PSI) GRADO 40 PARA REJILLAS TIPO A-36 -RECUBRIMIENTO ESTRUCTURAL: INDICADO SOLDADURA ELECTRICA E7018 MARCO A BASE DE HEMBRAS 3" X 3/8" MARCO A BASE DE HEMBRAS 3" X 3/8" L L A COLOCAR POR CONTRATISTA ESCALA: 1/25 T T PLANTA CONJUNTO DE REJILLA TIPO 2 DETALLE SEPARACION DE HEMBRAS SIN ESC DETALLE JUNTA DE REJILLAS SIN ESC PLANTA REJILLA ESC: 1/10 SECCION LONGITUDINAL REJILLA ESC: 1/10 VER DETALLE 2 HEMBRAS 3/8" X 3" 5 ESPECIFICACIONES: f 'c = 281 Kg/ Cm² (4,000 PSI) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.12 5/8 @ 0.15 TUBO PVC d 300 mm CORRUGADO 5 5 5 5 5 5 SECCION TRANS. TIPICA "T" CANAL PARA REJILLA \A1;ESCALA: 1/25 0.10 0.10 0.10 VER DETALLE 1 ESL No.5 @ 0.15 4 No. 5 ORILLA DE CALLE ORILLA DE CALLE TUBERIA PVC CORRUGADA d 300 mm 5 \A1; ESCALA: 1/25 5 0.075 0.925 5 TUBERIA DE DRENAJE ALISADO DE CEMENTO PROPORCION: 1:3 SECCION LONG. TIPICA "L" CANAL PARA REJILLA No. 4 @ 0.15 No. 4 @ 0.15 No. 4 @ 0.15 5 5 5 5 5 5 5 5 5 5 0.075 0.125 5 5 5 5 5 0.12 No. 4 @ 0.15 TUBO PVC d 300 mm CORRUGADO 5 5 5 5 5 SECCION TRANS. TIPICA "T" CANAL PARA REJILLA \A1;ESCALA: 1/25 0.10 0.10 3" VER DETALLE 1 ESL No.5 @ 0.15 4 No. 5 5 3 % 3 % 5 5 5 5 5 5 5 5 5 5 5 5 S=0.2% TUBO PVC CORRUGADO Ø 300 mm S=0.2% TUBO PVC CORRUGADO Ø 300 mm TUBERIA DE DRENAJE POZO O CAJA EXISTENTE A COLOCAR POR CONTRATISTA TUBERIA PVC CORRUGADA d 300 mm TUBERIA DE DRENAJE 5 VIENE DE REJILLA 3/8" 1 3/4" 1 3/4" 1 3/4" 3/8" 3/8" 1 3/4" 3/8" 1 3/4" 3/8" 1 3/4" 3/8" 3/8" 1 3/4" 1 3/4" 3/8" 3" 5 5 5 5 5 - DIAMETROS DE TUBERIAS ESTAN DADAS EN MILIMETROS (mm) NOTA: A MENOS QUE SE INDIQUE LO CONTRARIO - LONGITUDES ESTAN DADAS EN METROS (m) A MENOS QUE SE INDIQUE LO CONTRARIO Vo.Bo. MUNICIPALIDAD DE MIXCO PLANIFICACION Y DISEÑO INDICADA REVISO Vo.Bo. ESC: PLANO DE: PROYECTO: Vo.Bo. LEVANTO: CALCULO: DIBUJO: DISEÑO: HOJA PLANIFICACION Y DISEÑO PLANIFICACION Y DISEÑO DETALLE DE REJILLA F. HERNANDEZ CONSTRUCCION PAVIMENTO Y DRENAJE BARRIO SAN ANTONIO LA COMUNIDAD, ZONA 10 DE MIXCO TIPO 2 7 7B

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, grid, kläranlage, pluvial, sizes, treatment plant, variable, waters