Cruze Pipe Under Road DWG Block for AutoCAD

Cruze Pipe Under Road DWG Block for AutoCAD

Cruze pipe under road

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

Expanded polystyrene cms., Kg. Ensuring a minimum of passes per point per layer, Max. Per layer, Use plaque where static weight is between, Notes:, Compact with plate, To the modified proctor, Concrete kg., Compacted seal, Asphalt folder, Fe.ext tube, Crossing pipe under asphalt road, Grade concrete, Coatings: upper lower cms., If the seal is soil the compaction will be effected, To that of the relative density as a minimum., Compacted foundation floor, At m, D.r no, Support bed

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 POLIESTIRENO EXPANDIDO e= 5 cms. 100 Kg. ASEGURANDO UN MINIMO DE 10 PASADAS POR PUNTO Y POR CAPA (ESPESOR MAX. POR CAPA 20cms.) 1.- USAR PLACA VIBRADORA, DONDE SE INDICA, DE PESO ESTATICO ENTRE 70 Y NOTAS: compactar con placa compactar con placa AL 95% PROCTOR MODIFICADO HORMIGON 170 Kg. cem./m.3 SELLO COMPACTADO CARPETA ASFALTO D=600mm. 0.50 0.35 Fe.Ext. Tubo 0.35 0.50 H=0.20m. A630-420H Fe.16a15 CRUCE TUBERIA BAJO CALZADA DE ASFALTO C/20% DE F.D.-382.5Kg.cem./m.3 HORMIGON GRADO H-30 A630-420H Fe.8a15 2.- RECUBRIMIENTOS: SUPERIOR 5 cms., INFERIOR 5 cms. 3.- SI EL SELLO ES SUELO GRANULAR, LA COMPACTACION SE EFECTUARA AL 80% DE LA DENSIDAD RELATIVA COMO MINIMO. 1.30 SUELO FUNDACION COMPACTADO AL 95% P.M (SUELOS COHESIVOS) O 80% D.R (SUELOS NO COHESIVOS) 0.50 0.30 0.50 0.30 CAMA DE APOYO

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

Expanded polystyrene cms., Kg. Ensuring a minimum of passes per point per layer, Max. Per layer, Use plaque where static weight is between, Notes:, Compact with plate, To the modified proctor, Concrete kg., Compacted seal, Asphalt folder, Fe.ext tube, Cross pipe under asphalt road, Grade concrete, Coatings: upper lower cms., If the seal is soil the compaction will be effected, To the relative density as a minimum., Compacted foundation floor, At m, D.r., Support bed

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 POLIESTIRENO EXPANDIDO e= 5 cms. 100 Kg. ASEGURANDO UN MINIMO DE 10 PASADAS POR PUNTO Y POR CAPA (ESPESOR MAX. POR CAPA 20cms.) 1.- USAR PLACA VIBRADORA, DONDE SE INDICA, DE PESO ESTATICO ENTRE 70 Y NOTAS: compactar con placa compactar con placa AL 95% PROCTOR MODIFICADO HORMIGON 170 Kg. cem./m.3 SELLO COMPACTADO CARPETA ASFALTO D=600mm. 0.50 0.35 Fe.Ext. Tubo 0.35 0.50 H=0.20m. A630-420H Fe.16a15 CRUCE TUBERIA BAJO CALZADA DE ASFALTO C/20% DE F.D.-382.5Kg.cem./m.3 HORMIGON GRADO H-30 A630-420H Fe.8a15 2.- RECUBRIMIENTOS: SUPERIOR 5 cms., INFERIOR 5 cms. 3.- SI EL SELLO ES SUELO GRANULAR, LA COMPACTACION SE EFECTUARA AL 80% DE LA DENSIDAD RELATIVA COMO MINIMO. 1.30 SUELO FUNDACION COMPACTADO AL 95% P.M (SUELOS COHESIVOS) O 80% D.R (SUELOS NO COHESIVOS) 0.50 0.30 0.50 0.30 CAMA DE APOYO

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