Project Catch Basin DWG Full Project for AutoCAD

Project Catch Basin DWG Full Project for AutoCAD

Constructive details

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

Detachment channel detail, Of sand, Both senses, Detail of bars, All gates will be, With anti-corrosive paint, Desaren plano, Detail of bars, Metal gate, Note:, Bars, Flat iron, Scale, Black laminated metal, Of painted thickness, Bars, Flat iron, Scale, Variable scale, Detail of anchorage of bars, Gateway isometric, Gateway channel, Of metal in desarenador, Angular, Esl., Grates, Gateway channel plant, Scale, Angular, Drainer, Background, No, Scale, Cover detail, Scale, Scale, Pieces, Welded, Detail of landfill, Flat iron bars, Platinum, Metal, Thickness, Grid, In both directions, In both directions, Storage, Deposit of, Qmax, Qmed, Qmin, Level of terrain cutting, Pvc, Pvc, Of leave of absence, It comes from well, Bar of, Cms., Gate of bars, Esl., Scale, Longitudinal section, In both directions, Elbow, Qmin, Qmed, Qmax, Imhoff, Tank, Elbow, In both directions, Tee, Desarenador exit box, Landfill, Desarenador, Gate of, Desarenador, Drainer, Metal gate, Thick, Of muds, Towards patio, V.c. H.f., V.c. H.f., Imhoff, Tank, Varied absorption, Wells of, Septic tank plane, Sectional septic tank, Variable scale, Vent, Septic cast iron plant, Buttress projection, Vent, Drainage pipeline, Cover of, Entrance, Variable diameter, In both directions, Entrance, Variable diameter, Flatbed, Water level, Drainage pipeline, Buttress projection, In both directions, Vent, Drainage pipeline, Vent, Wells of, Varied absorption, Vent, Vent, Vent pvc, Dimensioning of septic tanks, Mud, Download, Long, Type, wide, Liquid, Sectional septic tank, Long, Superior, Long, Superior, wide, Lower, wide, Lower, Units, Pvc, Exit, Goes muddy yard, Buttress, Both senses, Buttress, Water level, Level of land, Vent, Varied absorption, Buttress projection, Drainage pipeline, Buttress projection, Drainage pipeline, Water level, Cover of, Wells of, In both directions, Flatbed, Vent, Pvc, In both directions, Level of terrain cutting, Esl., Grid, In both directions, Drainer, Desarenador, Gate of, Elbow, Tee, Elbow, Qmax, Qmed, Qmin, In both directions, February, January

Raw text data extracted from CAD file:

DETALLE DE CANAL DE REJAS Y DESARENADOR \A1;0.47 C=978.04 \A1;0.50 DE ARENA AMBOS SENTIDOS DETALLE DE REJAS \A1;1" \A1;1" TODAS LAS COMPUERTAS SERAN CON PINTURA ANTICORROSIVA (2 MANOS). PLANO DE DESARENADOR DETALLE DE REJAS COMPUERTA DE METAL \A1;0.40 NOTA: \A1;1" \A1;0.28 2 BARRAS HIERRO PLANO (1/4" X 1 1/2" ) \A1;1 1/2" \A1;0.316 ESCALA 1/5 ESCALA 1/5 METALICAS DE LAMINA NEGRA DE 1/8" DE ESPESOR PINTADAS 11 BARRAS HIERRO PLANO (1/4" X 1 1/2" ) ESCALA 1/5 ESCALA VARIABLE DETALLE DE ANCLAJE DE REJAS ISOMETRICO DE CANAL DE COMPUERTA CANAL DE COMPUERTA DE METAL EN DESARENADOR 1/2" X 1/8" ANGULAR 1/4" @0.15 \A1;1/4" 0.72 0.49 3 \U+2205 3/8" + ESL. \U+2205 \A1;1/4" REJAS PLANTA CANAL DE COMPUERTA ESCALA 1/5 1/2" X 1/8" ANGULAR ESCURRIDOR \A1;1 1/2" 0.12 0.12 FONDO \A1;60° No. 3 Ø 0.15 ESCALA 1/5 DETALLE DE TAPADERA \A1;0.10 \A1;0.68 \A1;0.10 \A1;0.10 \A1;0.32 \A1;0.10 \A1;0.12 ESCALA 1/12.5 0.0625 ESCALA 1/5 PIEZAS SOLDADAS \A1;0.29 \A1;0.42 \A1;60° \A1;0.49 DETALLE DE VERTEDERO \A1;0.40 2 BARRAS DE HIERRO PLANO 1/4" X 1 1/2" X 17 1/4" \A1;0.09 PLATINA METALICA 1/4" ESPESOR \A1;0.50 \A1;0.15 REJILLA S= 0.5 % \U+2205 3/8" @0.20 EN AMBOS SENTIDOS C=977.89 3/8" @0.20 \A1;0.04 \A1;0.07 EN AMBOS SENTIDOS \U+2205 \A1;0.10 \A1;0.03 \U+2205 \A1;0.25 \A1;0.23 \A1;0.20 3/8" @0.15 EN \A1;0.20 \A1;0.25 ALMACENAMIENTO DEPOSITO DE Qmax Qmed Qmin \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;1.10 \A1;1.00 NIVEL DE CORTE DE TERRENO PVC Ø 6" \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 PVC Ø 6" 0.1 % DE EXCEDENCIAS VIENE DE POZO \U+2205 3/8"@0.05 \U+2205 3/8"@0.10 \A1;2.34 \A1;0.15 \A1;0.29 \A1;0.75 11 BARRA DE 1/4" X 1 1/2" @ 2.5 cms. \A1;0.316 CANAL DE REJAS \A1;2.54 ESL. \U+2205 1/4" @0.15 C=978.39 3 \U+2205 3/8" + \A1;0.52 ESCALA 1/4 SECCION LONGITUDINAL C=977.87 \U+2205 3/8" @0.20 EN AMBOS SENTIDOS C=977.87 C=977.87 C=977.72 CODO 90° Ø 6" Qmin Qmed \A1;0.50 C=977.77 Qmax IMHOFF Ø 6" A TANQUE \A1;0.20 \A1;0.50 C=977.78 CODO 90° Ø 6" \A1;0.10 \U+2205 3/8" @0.20 EN AMBOS SENTIDOS TEE Ø 6" CAJA DE SALIDA DE DESARENADOR \A1;0.10 \A1;0.10 VERTEDERO DESARENADOR COMPUERTA DE DESARENADOR \A1;0.50 \A1;0.70 C=978.27 \A1;0.50 \A1;0.15 ESCURRIDOR COMPUERTA METALICA 1/4" DE ESPESOR \A1;0.20 \A1;2.00 \A1;0.25 \A1;0.25 B Ø 6" DE LODOS HACIA PATIO V.C. Ø 6" H.F. \A1;0.15 \A1;1.00 V.C. Ø 6" H.F. \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.50 \A1;0.20 IMHOFF Ø 6" A TANQUE \A1;0.16 \A1;0.15 \A1;1.25 ABSORCION Ø VARIABEL A POZOS DE PLANO DE FOSA SEPTICA SECCION B-B' FOSA SEPTICA ESCALA VARIABLE RESPIRADERO d2" PLANTA FOSA SEPTICA PROYECCION DE CONTRAFUERTE RESPIRADERO d2" \A1;2 de 3/8" @ 0.20 2 de 3/8" @ 0.15 TUBERIA DE DRENAJE TAPADERA DE 0.60*0.60 d6" ENTRADA DIAMETRO VARIABLE 3/8" @ 0.20 EN AMBOS SENTIDOS \A1;CONTRAFUERTE ENTRADA DIAMETRO VARIABLE B HALADOR ø 5/8" NIVEL DE AGUA TUBERIA DE DRENAJE PROYECCION DE CONTRAFUERTE 3/8" @ 0.20 EN AMBOS SENTIDOS d6" RESPIRADERO d2" TUBERIA DE DRENAJE RESPIRADERO d2" A POZOS DE ABSORCION Ø VARIABEL d6" \A1;CONTRAFUERTE \A1;CONTRAFUERTE RESPIRADERO d2" \A1;CONTRAFUERTE RESPIRADERO d2" B' 1 1.207 1.0626 0.805 3.22 1.20 3.22 2.00 2 3.22 9.66 2 1.20 3 Y 4 10.92 3 3.64 2.00 3.64 3.64 1.2012 0.910 2 1.365 RESPIRADERO d2" PVC 1.20 DIMENSIONAMIENTO DE FOSAS SEPTICAS H LODO = H2 1 DESCARGA LARGO = A 8.46 1 TIPO ANCHO = B 2.82 H LIQUIDO = H1 2.00 SECCION A-A' FOSA SEPTICA LARGO = D SUPERIOR 2.82 LARGO SUPERIOR 2.82 ANCHO = B INFERIOR 0.705 0.9306 ANCHO = E INFERIOR UNIDADES 1.057 C 1 PVC Ø 4" SALIDA d6" d6" \fArial|b0|i0|c0|p34;A VA A PATIO DE LODOS 0.28 \A1;0.38 \A1;0.95 \A1;C-0.15 \A1;0.57 \A1;C-0.15 \A1;D \A1;D .38 \A1;C \A1;C-0.15 \A1;A .38 \A1;D \A1;C \A1;0.57 \A1;C-0.15 \A1;H2 \A1;H1 \A1;0.50 \A1;0.28 \A1;0.28 .38 \A1;D \A1;C A' \A1;C \A1;0.57 \A1;C \A1;C \A1;0.57 CONTRAFUERTE \A1;D \A1;E \A1;B \A1;C \A1;D .38 \A1;0.9489 \A1;C \A1;A \A1;C \A1;H2 \A1;H1 \A1;0.85 \A1;C 2 de 3/8" @ 0.20 2 de 3/8" @ 0.15 3/8" @ 0.20 EN AMBOS SENTIDOS .38 C \A1;0.38 \A1;0.95 CONTRAFUERTE C E .38 \A1;0.19 \A1;0.28 NIVEL DE AGUA \A1;1.20 \A1;0.95 NIVEL DE TERRENO .28 .28 \A1;0.95 \A1;3.81 RESPIRADERO d2" RESPIRADERO d2" \A1;C .38 \A1;0.95 \A1;0.38 2 de 3/8" @ 0.15 \A1;2 de 3/8" @ 0.20 ABSORCION Ø VARIABEL PROYECCION DE CONTRAFUERTE \A1;C-0.15 \A1;D \A1;0.57 0.28 TUBERIA DE DRENAJE PROYECCION DE CONTRAFUERTE \A1;H2 \A1;0.28 \A1;A \A1;D \A1;C-0.15 \A1;C-0.15 TUBERIA DE DRENAJE TUBERIA DE DRENAJE \A1;H1 \A1;0.28 \A1;C-0.15 \A1;0.57 \A1;D NIVEL DE AGUA \A1;0.85 \A1;C .38 \A1;H1 \A1;H2 TAPADERA DE 0.60*0.60 d6" A POZOS DE d6" 3/8" @ 0.20 EN AMBOS SENTIDOS 3/8" @ 0.20 EN AMBOS SENTIDOS HALADOR ø 5/8" d6" RESPIRADERO d2" \A1;0.50 \A1;0.50 0.1 % PVC Ø 6" EN AMBOS SENTIDOS 3/8" @0.20 \A1;0.50 \U+2205 C=978.39 \A1;0.50 NIVEL DE CORTE DE TERRENO C=977.89 \A1;0.15 C=978.04 3/8" + \U+2205 3 1/4" @0.15 \U+2205 ESL. S= 0.5 % REJILLA \A1;0.47 EN AMBOS SENTIDOS 3/8" @0.20 \U+2205 ESCURRIDOR C=977.87 \A1;0.52 C=978.27 DESARENADOR COMPUERTA DE C=977.87 CODO 90° Ø 6" TEE Ø 6" CODO 90° Ø 6" C=977.72 Qmax C=977.77 Qmed Qmin EN AMBOS SENTIDOS 3/8" @0.20 \U+2205 \A1;0.10 C=977.78 C=977.87 \A1;0.20 \A1;0.50 FEBRERO 2003 FEBRERO 2003 ENERO 2003 ENERO 2003

Language	N/A
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, basin, constructive, details, DWG, full, kläranlage, Project, treatment plant