Gutter DWG Elevation for AutoCAD

Plano sewer; courts; elevations;plant

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

Els, Hey, Els, Els, Progressive, dimensions, observations, Assigned to, remodel, Cross channel, in good state, Cross channel, Existing remodel, Drain crossover, in good state, Cross channel, in good state, Cross channel, in good state, Cross channel, In good state, Cross channel, in good state, Cross channel, Projected, River drainage, Projected, River drainage, Existing remodel, Cross channel, in good state, Cross channel, remodel, Cross channel, remodel, Cross channel, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, Remodel, Cross channel, remodel, Cross channel, in good state, River drainage, remodel, River drainage, in good state, River drainage, remodel, River drainage, remodel, River drainage, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, Projected, River drainage, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, remodel, Cross channel, remodel, Cross channel, remodel, River drainage, remodel, River drainage, section, Road axis, Sewer shaft, plant, Esc:, length, Road axis, Sole, See detail of armor in sardinel, See detail of armor in nail, Concrete concrete concrete for flooring reinforcing steel coating:, Technical specifications, Detail manposteria elevation, Esc:, detail, Typical armor, This reinforcement distribution is designed, For sewers up to, note:, In section, Stone manposteria, Sewer outlet, note:, The sewer will be up, Armor in sardinel, Esc:, Stone masonry, Detail of armor in nail, Esc:, Sole, Overlap length, see detail, see detail, Els, Hey, Els, Els, section, With mortar pg., Stone masonry, With mortar pg., responsable, flat, Location, draft, Dpto., scale, reviewed, Prov., date, Dist., sheet, responsable, flat, Location, draft, Dpto., scale, reviewed, Prov., date, Dist., sheet, Typical sewer detail

Raw text data extracted from CAD file:

L .50 d1/2″@0.20 @0.20 d1/2″@0.20 d3/8″@0.20 .25 em em ai .60 3.40 els eli hi els em ai em L 45° (Tip.) 1.70 .15 .40 .55 .25 .60 els .10 (Tip.) .75 .25 .60 .30 .30 .35 .15 Nº PROGRESIVA DIMENSIONES OBSERVACIONES ASIGNADA PARA L A 1 0+940 8.9 0.8 REMODELAR CRUCE CANAL 2 1+785 8.9 0.8 EN BUEN ESTADO CRUCE CANAL 3 1+880 8.9 1.5 EXISTENTE REMODELAR CRUCE DREN 4 2+490 – – EN BUEN ESTADO CRUCE CANAL 5 2+965 – – EN BUEN ESTADO CRUCE CANAL 6 3+280 – – EN BUEN ESTADO CRUCE CANAL 7 3+340 – – EN BUEN ESTAOD CRUCE CANAL 8 3+580 – – EN BUEN ESTADO CRUCE CANAL 9 4+220 8.9 0.8 PROYECTADO DESAGUE FLUVIAL 10 4+440 8.9 0.4 PROYECTADO DESAGUE FLUVIAL 11 5+295 8.9 0.8 EXISTENTE A REMODELAR CRUCE CANAL 12 6+510 – – EN BUEN ESTADO CRUCE CANAL 13 6+800 8.9 0.8 A REMODELAR CRUCE CANAL 14 7+555 8.9 0.8 A REMODELAR CRUCE CANAL 15 7+680 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 16 8+270 8.9 0.8 A REMODELAR CRUCE CANAL 17 8+700 8.9 0.8 A REMODELAR CRUCE CANAL 18 8+820 8.9 0.8 A REMODERLAR CRUCE CANAL 19 9+765 8.9 0.8 A REMODELAR CRUCE CANAL 20 10+230 – – EN BUEN ESTADO DESAGUE FLUVIAL 21 10+410 8.9 0.4 A REMODELAR DESAGUE FLUVIAL 22 11+435 – – EN BUEN ESTADO DESAGUE FLUVIAL 23 11+965 8.9 0.8 A REMODELAR DESAGUE FLUVIAL 24 12+555 8.9 0.4 A REMODELAR DESAGUE FLUVIAL 25 13+900 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 26 14+892 8.9 0.8 A REMODELAR CRUCE CANAL 27 15+045 8.9 0.8 A REMODELAR CRUCE CANAL 28 15+240 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 29 15+390 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 30 17+890 8.9 0.8 A REMODELAR CRUCE CANAL 31 18+465 8.9 0.8 A REMODELAR CRUCE CANAL 32 18+682 8.9 0.8 A REMODELAR CRUCE CANAL 33 18+800 8.9 0.8 A REMODELAR CRUCE CANAL 34 18+895 8.9 0.8 A REMODELAR DESAGUE FLUVIAL 35 18+970 8.9 0.8 A REMODELAR DESAGUE FLUVIAL L <> (Tip.) 1.70 .15 .40 .55 SECCION A-A EJE DE CAMINO EJE DE ALCANTARILLA PLANTA A A C C B B S=1% ESC: 1/50 ESC: 1/50 L .25 115cm 85cm 55cm 50cm longitud 5 A3 A1 A6 A7 A2 A8 5 EJE DE CAMINO d1/2″@0.20 d3/8″@0.20 @0.20 d1/2″@0.20 d3/8″@0.20 d3/8″@0.20 SOLADO e=3″ VER DETALLE DE ARMADURA EN SARDINEL VER DETALLE DE ARMADURA EN UÑA Concreto estructural f’c=175kg/cm2 Concreto para solado f’c=100kg/cm2 Acero de refuerzo f’c=4200kg/cm2 Recubrimiento: 5cm ESPECIFICACIONES TECNICAS 3/4″ 5/8″ 1/2″ 3/8″ d .25 em em ai .60 DETALLE ELEVACION MANPOSTERIA ESC: 1/50 DETALLE B DETALLE A A8 A6 A7 A9 A5 A4 A9 A5 A4 A3 A1 A2 ARMADURA TIPICA A3 A2 A1 A9 A5 A9 A6 A7 A5 A8 Esta distribución del refuerzo esta diseñada para alcantarillas de .80x.80 hasta 1.50×1.50 NOTA: EN SECCION B-B MANPOSTERIA DE PIEDRA SALIDA DE ALCANTARILLA NOTA: La alcantarilla sera de 0.80 x 0.80 hasta 1.50 x 1.50 m S/E 1.00 .30 S3 S2 S1 ARMADURA EN SARDINEL ESC: 1/25 d3/8″@0.25 2d1/2″ 3d1/2″ .80 MAMPOSTERIA DE PIEDRA ASENTADA \U+2205 3/8″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 .30 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 1.00 .30 \U+2205 1/2″@0.20 DETALLE DE ARMADURA EN UÑA ESC: 1/25 SOLADO e=0.08m. d3/8″@0.20 d3/8″@0.20 d3/8″@0.25 2d1/2″ Longitud de Traslapes \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 VER DETALLE B \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 VER DETALLE A 3.40 els eli els hi els em ai em <> (Tip.) SECCION B-B .10 (Tip.) CON MORTERO 1:5 + 70% PG. MAMPOSTERIA DE PIEDRA ASENTADA CON MORTERO 1:5 + 70% PG. Responsable : Plano : Ubicacion : Proyecto : DA-02 1/50 Dpto. : Escala : Revisado : Prov. : Fecha : Dist. : Lamina : Responsable : Plano : Ubicacion : Proyecto : DA-01 1/50 Dpto. : Escala : Revisado : Prov. : Fecha : Dist. : Lamina : DETALLE TIPICO DE ALCANTARILLA 5 5 5 5 5 5 5

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

Els, Hey, Els, Els, Progressive, dimensions, observations, Assigned to, remodel, Cross channel, in good state, Cross channel, Existing remodel, Drain crossover, in good state, Cross channel, in good state, Cross channel, in good state, Cross channel, In good state, Cross channel, in good state, Cross channel, Projected, River drainage, Projected, River drainage, Existing remodel, Cross channel, in good state, Cross channel, remodel, Cross channel, remodel, Cross channel, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, Remodel, Cross channel, remodel, Cross channel, in good state, River drainage, remodel, River drainage, in good state, River drainage, remodel, River drainage, remodel, River drainage, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, Projected, River drainage, Projected, River drainage, remodel, Cross channel, remodel, Cross channel, remodel, Cross channel, remodel, Cross channel, remodel, River drainage, remodel, River drainage, section, Road axis, Sewer shaft, plant, Esc:, length, Road axis, Sole, See detail of armor in sardinel, See detail of armor in nail, Concrete concrete concrete for flooring reinforcement steel coating:, Technical specifications, Detail manposteria elevation, Esc:, detail, Typical armor, This reinforcement distribution is designed, For sewers up to, note:, In section, Stone manposteria, Sewer outlet, note:, The sewer will be up, Armor in sardinel, Esc:, Stone masonry, Detail of armor in nail, Esc:, Sole, Overlap length, see detail, see detail, Els, Hey, Els, Els, section, With mortar pg., Stone masonry, With mortar pg., responsable, flat, Location, draft, Dpto., scale, reviewed, Prov., date, Dist., sheet, responsable, flat, Location, draft, Dpto., scale, reviewed, Prov., date, Dist., sheet, Typical culvert detail

Raw text data extracted from CAD file:

L .50 d1/2″@0.20 @0.20 d1/2″@0.20 d3/8″@0.20 .25 em em ai .60 3.40 els eli hi els em ai em L 45° (Tip.) 1.70 .15 .40 .55 .25 .60 els .10 (Tip.) .75 .25 .60 .30 .30 .35 .15 Nº PROGRESIVA DIMENSIONES OBSERVACIONES ASIGNADA PARA L A 1 0+940 8.9 0.8 REMODELAR CRUCE CANAL 2 1+785 8.9 0.8 EN BUEN ESTADO CRUCE CANAL 3 1+880 8.9 1.5 EXISTENTE REMODELAR CRUCE DREN 4 2+490 – – EN BUEN ESTADO CRUCE CANAL 5 2+965 – – EN BUEN ESTADO CRUCE CANAL 6 3+280 – – EN BUEN ESTADO CRUCE CANAL 7 3+340 – – EN BUEN ESTAOD CRUCE CANAL 8 3+580 – – EN BUEN ESTADO CRUCE CANAL 9 4+220 8.9 0.8 PROYECTADO DESAGUE FLUVIAL 10 4+440 8.9 0.4 PROYECTADO DESAGUE FLUVIAL 11 5+295 8.9 0.8 EXISTENTE A REMODELAR CRUCE CANAL 12 6+510 – – EN BUEN ESTADO CRUCE CANAL 13 6+800 8.9 0.8 A REMODELAR CRUCE CANAL 14 7+555 8.9 0.8 A REMODELAR CRUCE CANAL 15 7+680 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 16 8+270 8.9 0.8 A REMODELAR CRUCE CANAL 17 8+700 8.9 0.8 A REMODELAR CRUCE CANAL 18 8+820 8.9 0.8 A REMODERLAR CRUCE CANAL 19 9+765 8.9 0.8 A REMODELAR CRUCE CANAL 20 10+230 – – EN BUEN ESTADO DESAGUE FLUVIAL 21 10+410 8.9 0.4 A REMODELAR DESAGUE FLUVIAL 22 11+435 – – EN BUEN ESTADO DESAGUE FLUVIAL 23 11+965 8.9 0.8 A REMODELAR DESAGUE FLUVIAL 24 12+555 8.9 0.4 A REMODELAR DESAGUE FLUVIAL 25 13+900 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 26 14+892 8.9 0.8 A REMODELAR CRUCE CANAL 27 15+045 8.9 0.8 A REMODELAR CRUCE CANAL 28 15+240 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 29 15+390 8.9 0.4 PROYECTADA DESAGUE FLUVIAL 30 17+890 8.9 0.8 A REMODELAR CRUCE CANAL 31 18+465 8.9 0.8 A REMODELAR CRUCE CANAL 32 18+682 8.9 0.8 A REMODELAR CRUCE CANAL 33 18+800 8.9 0.8 A REMODELAR CRUCE CANAL 34 18+895 8.9 0.8 A REMODELAR DESAGUE FLUVIAL 35 18+970 8.9 0.8 A REMODELAR DESAGUE FLUVIAL L <> (Tip.) 1.70 .15 .40 .55 SECCION A-A EJE DE CAMINO EJE DE ALCANTARILLA PLANTA A A C C B B S=1% ESC: 1/50 ESC: 1/50 L .25 115cm 85cm 55cm 50cm longitud 5 A3 A1 A6 A7 A2 A8 5 EJE DE CAMINO d1/2″@0.20 d3/8″@0.20 @0.20 d1/2″@0.20 d3/8″@0.20 d3/8″@0.20 SOLADO e=3″ VER DETALLE DE ARMADURA EN SARDINEL VER DETALLE DE ARMADURA EN UÑA Concreto estructural f’c=175kg/cm2 Concreto para solado f’c=100kg/cm2 Acero de refuerzo f’c=4200kg/cm2 Recubrimiento: 5cm ESPECIFICACIONES TECNICAS 3/4″ 5/8″ 1/2″ 3/8″ d .25 em em ai .60 DETALLE ELEVACION MANPOSTERIA ESC: 1/50 DETALLE B DETALLE A A8 A6 A7 A9 A5 A4 A9 A5 A4 A3 A1 A2 ARMADURA TIPICA A3 A2 A1 A9 A5 A9 A6 A7 A5 A8 Esta distribución del refuerzo esta diseñada para alcantarillas de .80x.80 hasta 1.50×1.50 NOTA: EN SECCION B-B MANPOSTERIA DE PIEDRA SALIDA DE ALCANTARILLA NOTA: La alcantarilla sera de 0.80 x 0.80 hasta 1.50 x 1.50 m S/E 1.00 .30 S3 S2 S1 ARMADURA EN SARDINEL ESC: 1/25 d3/8″@0.25 2d1/2″ 3d1/2″ .80 MAMPOSTERIA DE PIEDRA ASENTADA \U+2205 3/8″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 .30 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 1.00 .30 \U+2205 1/2″@0.20 DETALLE DE ARMADURA EN UÑA ESC: 1/25 SOLADO e=0.08m. d3/8″@0.20 d3/8″@0.20 d3/8″@0.25 2d1/2″ Longitud de Traslapes \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 VER DETALLE B \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 \U+2205 3/8″@0.20 \U+2205 1/2″@0.20 VER DETALLE A 3.40 els eli els hi els em ai em <> (Tip.) SECCION B-B .10 (Tip.) CON MORTERO 1:5 + 70% PG. MAMPOSTERIA DE PIEDRA ASENTADA CON MORTERO 1:5 + 70% PG. Responsable : Plano : Ubicacion : Proyecto : DA-02 1/50 Dpto. : Escala : Revisado : Prov. : Fecha : Dist. : Lamina : Responsable : Plano : Ubicacion : Proyecto : DA-01 1/50 Dpto. : Escala : Revisado : Prov. : Fecha : Dist. : Lamina : DETALLE TIPICO DE ALCANTARILLA 5 5 5 5 5 5 5