Designing A Structure Of Separation DWG Detail for AutoCAD

Compose the construction detail of a structure of separation of wastewater and rainwater, with specific dimensions according to the diameters of the pipes of the existing infrastructure.

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

Total weight, total length, Walls, amounts of work, location, shape, do not., diameter, top, Quantities without, Include mesh, mesh, just one, Taches, Separated, Pvc, Cto, Pvc, Cto, dimensions, reinforcement, reinforcement, Mesh type, Asphalt filler, Welded mesh type, Asphalt filling, Welded mesh type, Taches, Separated, Rados, Straps, Stirrups, reinforcement, Rados, Construction company logo, Conventions, Who designed, Who draws, revised, Approved, date, observations, Development manager, Content of the plan, scale, date, from:, Plan on, Obserbations: stirrup beam nth longitudinal reinforcement from top to bottom. Coating, Rados, sector:, drawing:, General location, from:, design:, Contains:, revised:, Flat version:, Path file:, Conventions, Plan no., Date plot:, scale:, Mesh type, Asphalt filling, Stirrups, Taches, Rados, reinforcement, Cut reinforcements, Separated, beam, dimensions, Of holy separation, Observations: stirrup beam nth longitudinal reinforcement from top to bottom. Coating, Stirrups in the, Stirrups in the

Raw text data extracted from CAD file:

PLANTA-TAPA S N PESO TOTAL (kg) LONGITUD TOTAL (m) 280.6 245.6 407.0 157.5 280.6 726.7 1.05 2.55 2.4 .10 2.5 2.5 2.5 44 14 m MUROS = 8.07 CANTIDADES DE OBRA LOCALIZACIÓN 3 3.00 4.55 10 3 1.00 2 4.35 4 24 (m) 1 2.70 FORMA No. DIAMETRO 5/8” 1/2” 3/8” 1/4′ .10 2.8 .10 2.35 .10 .10 1.05 TAPA = 1.40 m 3 CANTIDADES SIN INCLUIR MALLA MALLA U262 10.3 2 72 .10 1.30 1.40 3.30 .40 .10 14 34 4 10 16 3.80 m 16 2.50m 0.10m 0.10m 16 1.46m 0.10m 0.10m \Fromans;FONDO = 0.832m\fISOCPEUR|b0|i0|c00|p39;³ 0.9m 0.10m 4 1.40m 0.10m 5 1 Y 4 UNA SOLA \H4x;\A1;2 \U+2205 5/8\H0.25x; \A1;taches \U+22053/8 TACHES d1/2 L=0.20m C.25 \A1;2 \U+22051/2 Separadas 15cm \A1;\U+22051/2 C.25 \A1;0.20m \A1;0.60m \A1;1.00m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.43m \A1;0.43m \A1;0.20m \A1;\U+22050.70m \A1;0.15m \A1;2.60m \A1;1.60m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.60m \A1;1.00m \A1;0.15m \A1;1.56m \A1;1.36m \A1;0.25m \A1;0.20m \A1;0.70m \A1;1.15m \A1;1.20m \A1;0.07m \A1;0.18m \A1;0.20m \A1;1.60m \A1;0.20m \A1;0.15m \A1;0.20m \A1;0.15m \A1;2.60m \A1;0.15m \A1;0.70m \A1;0.12m 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 5 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=8″ PVC \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=12″ CTO \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=12″ CTO \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=8″ PVC \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=12″ CTO \fArial|b0|i1|c00|p39;\U+03D5\Fsimplex;=12″ CTO \LPLANTA-DIMENSIONES A D \LCORTE A-A DIMENSIONES 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 C A D 3.777412 \LCORTE A-A REFUERZOS B B \LCORTE D-D REFUERZOS \A1;taches \U+22053/8 MALLA ELECTROSOL- DADA TIPO U262 RELLENO PAVI- MENTOASFALTICO \A1;\U+2205 1/2 C.25 MALLA ELECTROSOLDADA TIPO U262 RELLENO PAVI- MENTO ASFALTICO \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 MALLA ELECTROSOLDADA TIPO U262 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+2205 1/2 C.25 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;\U+2205 1/2 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 TACHES d1/2 L=0.20m C.25 TACHES d1/2 L=0.20m C.25 TACHES d1/2 L=0.20m C.25 \A1;2 \U+22051/2 Separadas 15cm \A1;2 \U+22051/2 Sepa- radas 15cm \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;2 \U+2205 5/8 \A1;3 \U+2205 5/8 Flejes No.3 \A1;2 \U+2205 5/8 \A1;3 \U+2205 5/8 Estribos No.3 \A1;4 Estribos Nª3 C.0.12m \A1;8 Estribos Nª3 C 0.06m \A1;7 Estribos Nª3 C 0.06m \A1;\U+22053/8 C.25 \A1;\U+22051/2 C.25 \A1;4\U+22051/2 \A1;4\U+22051/2 \A1;4\U+22051/2 3.777412 3.777412 3.777412 3.777412 3.777412 3.777412 \LPLANTA-TAPA \LCORTE B-B REFUERZOS \LCORTE C-C REFUERZOS \A1;2 \U+22051/2 Sepa- radas 15cm \A1;\U+2205 3/8 C.25 4 3.777412 C C C 3.777412 LOGO EMPRESA CONSTRUCTORA CONVENCIONES QUIEN DISENO QUIEN DIBUJO REVISO APROBO FECHA FECHA OBSERVACIONES DIRECCION URBANIZADOR CONTENIDO DEL PLANO ESCALA FECHA De: X PLANO No 3.777412 \A1;4\U+22051/2 1 2 2 \A1;\U+22051/2 C.25 2 2 1 3 3 3 \A1;\U+22053/8 C.25 3 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 1 1 1 1 4 4 4 4 \A1;0.30m \A1;0.25m OBSERBACIONES: VIGA DE 0.30X0.25 m ESTRIBOS Nª 3 REFUERZO LONGITUDINAL DE 3/8 2 ARRIBA Y 4 ABAJO. RECUBRIMIENTO DE 5cm \A1;2.00m \A1;0.65m \A1;0.60m \A1;1.50m \A1;3.15m \A1;0.15m \A1;0.70m \A1;0.48m \A1;2.10m \A1;1.05m \A1;1.18m \A1;1.51m \A1;1.32m \A1;2.75m \A1;3.15m \A1;0.40m \A1;0.15m \A1;0.15m \A1;0.55m \A1;\U+22050.70m \A1;0.07m \A1;0.36m \A1;\U+22050.70m \A1;1.18m \A1;1.33m \A1;1.18m \A1;0.65m \A1;0.60m \A1;1.50m \A1;2.75m \A1;3.15m \A1;0.40m \A1;0.15m \A1;0.15m \A1;0.29m \A1;0.20m \A1;0.60m \A1;1.00m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.43m \A1;0.43m \A1;0.20m \A1;\U+22050.70m \A1;0.15m \A1;2.60m \A1;1.60m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.60m \A1;1.00m \A1;0.15m \A1;1.56m \A1;1.36m \A1;0.25m \A1;0.20m \A1;0.70m \A1;1.15m \A1;1.20m \A1;0.07m \A1;0.18m \A1;0.20m \A1;1.60m \A1;0.20m \A1;0.15m \A1;0.20m \A1;0.15m \A1;2.60m \A1;0.15m \A1;0.70m \A1;0.12m \A1;0.40m \A1;0.60m \A1;0.40m \A1;0.20m \A1;0.45m \A1;0.60m \A1;0.40m \A1;0.60m \A1;0.45m \A1;0.60m \A1;0.20m \A1;1.40m \A1;1.00m \A1;0.25m \A1;0.90m \A1;0.90m \A1;0.20m \A1;0.13m \A1;0.13m \A1;0.14m \A1;0.40m \A1;0.20m \A1;0.13m \A1;0.13m \A1;0.14m \A1;0.70m \A1;0.60m \A1;0.70m \A1;0.70m \A1;0.45m \A1;0.20m \A1;0.60m \A1;0.45m \A1;0.20m \A1;0.60m \A1;0.70m \A1;0.70m \A1;0.45m \A1;0.60m \A1;0.90m \A1;0.20m \A1;0.40m \A1;1.00m \A1;0.20m \A1;0.78m \A1;0.60m \A1;0.40m \A1;1.00m \A1;0.20m \A1;2.00m \A1;0.20m \A1;2.40m \A1;\U+22050.70m \A1;0.20m \A1;0.83m \A1;0.64m \A1;0.19m \A1;0.70m \A1;0.20m \A1;0.90m \A1;0.20m \A1;1.21m \A1;1.40m \A1;0.20m \A1;0.20m \A1;0.60m \A1;0.40m \A1;1.00m \A1;0.20m \A1;2.40m \A1;0.20m \A1;0.13m \A1;1.18m \A1;0.65m \A1;0.60m \A1;1.50m \A1;2.75m \A1;3.15m \A1;0.40m \A1;0.15m \A1;0.15m \A1;2.00m \A1;0.65m \A1;0.60m \A1;1.50m \A1;3.15m \A1;0.15m \A1;0.70m \A1;0.48m \A1;2.10m \A1;1.05m \A1;1.18m \A1;1.51m \A1;1.32m \A1;0.29m \A1;2.75m \A1;3.15m \A1;0.40m \A1;0.15m \A1;0.15m \A1;0.55m \A1;\U+22050.70m \A1;0.07m \A1;0.36m \A1;\U+22050.70m \A1;1.18m \A1;1.33m m 0.60 m 0.40 m 0.88 m 1.08 m 0.68 m 0.40 m 1.80 m 0.90 m 0.90 m 1.40 m 1.08 m 0.40 m 0.60 m 0.40 m 1.00 m 0.20 m 2.40 m 0.90 m 1.40 m 1.21 m 0.20 m 0.20 m 0.90 m 0.20 m 0.70 m 0.83 m 0.30 m 1.40 m 0.07 m 0.40 m 0.40 m R 0.35 m 0.20 m 0.20 m 2.00 m 2.40 m 0.58 m 0.13 m 0.64 m 0.20 m 0.70 m 2.40 m 0.98 \A1;0.60m \A1;1.08m \A1;0.68m \A1;0.40m \A1;1.80m \A1;0.90m \A1;0.90m \A1;0.40m \A1;0.88m \A1;1.08m \A1;0.40m \A1;0.60m \A1;2.40m \A1;0.90m \A1;1.40m \A1;0.40m \A1;1.00m \A1;0.20m \A1;1.21m \A1;0.90m \A1;0.20m \A1;0.83m \A1;0.07m \A1;0.40m \A1;0.40m \A1;0.20m \A1;0.20m \A1;2.00m \A1;2.40m \A1;0.58m \A1;0.13m \A1;0.64m \A1;0.20m \A1;0.70m \A1;2.40m \A1;0.98m \A1;1.00m \A1;0.20m \A1;1.40m \A1;0.70m \A1;0.30m \A1;1.40m \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;2 \U+22051/2 Sepa- radas 15cm \A1;1.50m A A C C \LPLANTA-DIMENSIONES -1.102128781797589 \A1;0.07m \A1;1.43m \A1;0.25m \A1;0.35m \A1;0.70m \A1;0.43m \A1;0.98m \A1;0.25m \A1;0.25m \A1;0.60m \A1;0.60m \A1;1.00m \A1;0.25m \A1;1.36m \A1;0.40m \A1;0.20m \A1;2.43m \A1;1.70m \A1;0.45m \A1;2.00m \A1;0.45m \A1;0.45m \A1;0.25m \A1;0.98m \A1;0.25m \A1;0.98m \A1;1.70m \A1;0.45m \A1;2.00m \A1;0.45m \A1;0.45m \A1;0.25m \A1;0.98m \A1;0.25m \A1;0.98m \A1;0.25m \A1;2.70m \A1;0.25m \A1;2.20m SECTOR: DIBUJÓ: LOCALIZACION GENERAL De: DISENÓ: 1 1 CONTIENE: REVISÓ: \W0.72632;1:20 VERSIÓN PLANO: RUTA ARCHIVO: CONVENCIONES 10/02/11 V1_10/02/11 PLANO No. FECHA PLOTEO: ESCALA: \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;\U+22053/8 C.25 MALLA ELECTROSOL- DADA TIPO U262 RELLENO PAVI- MENTO ASFÁLTICO \A1;\U+22051/2 C.25 \A1;2 \U+2205 5/8 \A1;3 \U+2205 5/8 Estribos No.3 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 Taches d1/2 L=0.20m C.25 \A1;2 \U+22051/2 Sepa- radas 15cm \LCORTE A-A REFUERZOS \A1;\U+22053/8 C.25 \A1;4\U+22051/2 \A1;\U+22051/2 C.25 \A1;\U+22051/2 C.25 \A1;4\U+22051/2 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;4\U+22051/2 \A1;\U+22053/8 C.25 \A1;\U+2205 1/2 C.25 \A1;\U+22053/8 C.25 \A1;4\U+22051/2 CORTE C-C REFUERZOS CORTE B-B REFUERZOS \W7.16205; \A1;2 \A1;\U+2205\A1;1/2 Separadas \W7.09062; \A1;15cm \A1;4\U+22051/2 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;0.30 m \A1;0.25 m \LDETALLE VIGA \LCORTE A-A DIMENSIONES \LPLANTA-DIMENSIONES \LPLANTA-DIMENSIONES \W0.83915;ESTRUCTURA DE SEPARACIÓN SANTA INES-GLORIETA OBSERVACIONES: VIGA DE 0.30 X 0.25m ESTRIBOS Nª 3 REFUERZO LONGITUDINAL DE 5/8 2 ARRIBA Y 3 ABAJO. RECUBRIMIENTO DE 5cm \A1;9 estribos No 3 c 0.07 \A1;7 estribos No 3 c 0.11 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 C C B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.2mPVC 5 5 5 \A1;48″PVC \A1;48″PVC \A1;0.2mPVC 5 5 5 5 \A1;48″PVC 5 5 5 5 5 \A1;0.2mPVC 5 5 5 5 \A1;48″PVC 5 5 5 5 5 5 \A1;\U+22050.70m A A B B \A1;\U+22050.70m 5 5 5 \A1;48″PVC \A1;4\U+22051/2 \A1;\U+22051/2 C.25 \A1;\U+22053/8 C.25 \A1;9 estribos No 3 c 0.07