Grille And Rainwater Storm Drain DWG Block for AutoCAD

DESIGN STORM GRILLE AND MOUTH FOR SYSTEMS INSTALLED IN ALL STORMWATER RUNOFF OF A STREET OR ROAD

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

place date, January of, Commission of drinking water, Sewage system., Operating direction, Technical department, Stuffing, Stuffed proctor, template, Trench detail, Dimension in cm, Cm, In both directions, Plant view, Cutting detail, Concrete, Armed with cm rods in both directions, View of the top in plant, Cutting detail, Rods, Cm rod, detail of, Rods, Cm rod, detail of, detail of, detail of, sheet, Plant view, isometric view, Stuffing, Stuffed proctor, template, Trench detail, Dimension in cm, Storm drain

Raw text data extracted from CAD file:

2.2m 0.25m 0.25m 1.7m 1.5m 0.25m 0.25m 2m 0.3m 0.8m 0.3m 1.4m 0.6m 6m 0.3m 5.7m 0.3m 2.55m 2.55m 0.3m 0.3m 0.8m 0.3m 0.6m 0.3m 5.7m 2.55m 2.55m 1.4m 6m 6m 1.5m 2.58m 2.58m 2.58m 2.58m 6m 1.5m 0.3m 0.3m 6m 6m 2.7m 2.7m 0.8m 0.1m 0.3m 0.8m 0.3m 1.4m 5.4m 0.3m 1.1m 0.1m 1.5m 0.3m 0.3m 0.3m 2.55m 2.55m 0.3m 0.3m 6m 0.2m 0.2m 0.2m 0.3m 0.3m 0.3m LUGAR Y FECHA : Manzanillo, Colima., Enero de 2011 COMISIÓN DE AGUA POTABLE DRENAJE, ALCANTARILLADO DE MANZANILLO, COL. DIRECCIÓN DE OPERACION DEPARTAMENTO TÉCNICO Relleno apisonado 95% Proctor Relleno acostillado 90% Proctor plantilla DETALLE DE ZANJA P 30 e A 30+D D”d Acotación en cm 5 5 5 5 5 5 5 \A1;Varilla de \S3/4; ” @ 20 cm \A1;Varilla de \S3/4; ” @ 20 cm \A1;Varilla de \S3/4; ” @ 15 cm \A1;Varilla de \S3/4; ” @ 15 cm \A1;Varilla de \S1/2; ” @ 30 cm \A1;Varilla de \S1/2; ” @ 30 cm \W0.45424; \A1;Varilla de \A1;\S1/2; ” @ 20 cm \W2.77834; \A1;en ambos sentidos \W0.45424; \A1;Varilla de \A1;\S1/2; ” @ 20 cm \W2.77834; \A1;en ambos sentidos 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 28m 5 5 5 5 \A1;1.40m 0.3m \A1;14m 5 5 5 5 0.3m \A1;1.40m \A1;14m \A1;K \A1;K \A1;K \A1;K \A1;K \A1;K \A1;D \A1;D \A1;D \A1;D 5 5 5 5 5 5 5 5 Vista en Planta \A1;A \A1;A’ \A1;Muro de 0.28m 5 5 5 5 5 5 5 5 5 5 \A1;K \A1;K \A1;K \A1;D \A1;D \A1;B \A1;B’ Detalle del Corte A-A’ Detalle del Corte B-B’ 0.30m 1.10m 0.10m 0.05m 0.3m 0.8m 0.3m \A1;K \A1;Plantilla de concreto f’c= 100 kg/cm2 \W1.84262; \A1;Losa armada con varillas de \A1;\S3/8;” @ \W1.84262; \A1;20 cm en ambos sentidos \A1;D \A1;D \A1;D \A1;D 5 5 5 5 5 5 \A1;Ángulo de 4″ x 4″ x \S1/4;” \A1;Detalle F \A1;C \A1;C’ Vista de la Tapa en planta 5 5 5 5 5 5 \A1;D \A1;D Detalle del Corte C-C’ 5 \A1;4 varillas de \S3/8;” \A1;Estribos varilla de \S1/4;” @ 20 cm Detalle de K 0.3m 0.3m \A1;4 varillas de \S3/8;” \A1;Estribos varilla de \S1/4;” @ 20 cm Detalle de D 0.3m 0.3m \A1;Ángulo de 4″ x 4″ x \S1/4;” Detalle de G \A1;Ángulo de 4″ x 4″ x \S1/4;” \A1;Ángulo de 1 \S1/2;” Detalle de F 0.05m \A1;Ángulo de 4″ x 4″ x \S1/4;” \A1;Detalle G LAMINA : Vista en planta Vista Isometrica Relleno apisonado 95% Proctor Relleno acostillado 90% Proctor plantilla DETALLE DE ZANJA P 30 e A 30+D D”d Acotación en cm \W7.77282; DRENAJE PLUVIAL \W6.67746; BOCA DE TORMENTA