Ditch Reinforcement DWG Detail for AutoCAD

Ditch Reinforcement – Details

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

variable, sermaco, firm, date, description, province: panama district: sam miguelito corregimiento:, ing. j. pitch, ing. r. bouquets, Executive Director, ing. j. pitch, or. tejeira, drawn:, designed:, calculated:, reviewed:, June, hor., vert., scale:, date:, sheet, home connections, good sun high view community, Republic of Panama, national sewage aqueducts institute, sanitary sewer for the, operational services, executive director of, approved, alternative, scale, typical section of trench with reinforcement, greater depths of, variable, natural floor, sand layer, stone layer, cover, compacted fill, minimum, alternative, scale, variable, stone layer, sand layer, dig, unstable material, final position of, The pipe, scale, variable, minimum, maximum, minimum, trench reinforcement detail, unstable material, dig, minimum, sand layer, stone layer, scale, maximum, minimum, variable depth, variable, final position of, The pipe, maximum, compacted, filling, minimum, maximum, typical section of ditch without reinforcement, scale, trench reinforcement detail, scale, trench reinforcement detail, scale, depth up

Raw text data extracted from CAD file:

\A1;PROFUNDIDAD VARIABLE \A1;PROFUNDIDAD VARIABLE \A1;PROFUNDIDAD VARIABLE SERMACO FIRMA FECHA DESCRIPCION N° R E V I S I O N E S PROVINCIA: PANAMÀ DISTRITO: SAM MIGUELITO CORREGIMIENTO: ING. J. BREA ING. R. RAMOS DIRECTOR EJECUTIVO ING. J. BREA O. TEJEIRA DIBUJADO: DISEÑADO: CALCULADO: REVISADO: JUNIO – 2,003 HOR. 1:500 VERT. 1:50 ESCALA: FECHA: 9 DE 8 HOJA N° CONEXIONES DOMICILIARIAS COMUNIDAD DE BUENA VISTA Y ALTOS DEL SOL REPUBLICA DE PANAMA INSTITUTO DE ACUEDUCTOS Y ALCANTARILLADOS NACIONALES ALCANTARILLADO SANITARIO PARA LA SERVICIOS OPERATIVOS DIRECTOR EJECUTIVO DE APROBADO ALTERNATIVA “B” ESCALA 1=20 SECCION TIPICA DE ZANJA CON REFUERZO (PARA PROFUNDIDADES MAYORES DE 3.00 mts) VARIABLE 1.00 – 1.20 0.60 0.75 1.50 SUELO NATURAL CAPA DE ARENA CAPA DE PIEDRA #3 FORRO RELLENO COMPACTADO 0.30 -381.6366229122189 4″ x 4″ MINIMO -365.5530529373218 ALTERNATIVA “A” ESCALA 1:20 VARIABLE CAPA DE PIEDRA #3 CAPA DE ARENA A ESCAVARSE MATERIAL INESTABLE (5 cm.) (10 cm.) ,MINIMO POSICION FINAL DE LA TUBERIA ESCALA 1:20 VARIABLE 4″ x 4″ MINIMO 2″x 6″ MINIMO 1.50 MAXIMO 2″ x 6″ MINIMO DETALLE DE REFUERZO DE ZANJA -365.5530529373218 MATERIAL INESTABLE A ESCAVARSE (10 cm.) MINIMO (5 cm.) CAPA DE ARENA CAPA DE PIEDRA #3 ESCALA 1:20 0.50 MAXIMO 4″ x 4″ MINIMO PROFUNDIDAD VARIABLE VARIABLE POSICION FINAL DE LA TUBERIA W 6×4 1.00 MAXIMO Compactado Relleno d/2 = 0.368m = 12″ 0.10m MINIMO MINIMO 1.000m 1.50 MAXIMO SECCION TIPICA DE ZANJA SIN REFUERZO ESCALA 1=20 DETALLE DE REFUERZO DE ZANJA ESCALA 1:20 DETALLE DE REFUERZO DE ZANJA ESCALA 1:20 (PARA PROFUNDIDAD HASTA 1.50 mts)