Sewer DWG Detail for AutoCAD

Large culvert – Ground – courts – Construction Details

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

Techniques, For slab concrete sardineles f’c, For cyclopean concrete stirrups f’c of p.m., For concrete, Creep strength of structural steel f’y, Overlap min., Cm., Of pipe, Galvanized pipe, Welding cellocord de, Portland type ms, scale, Concrete f’c, Water stop joint, scale, Elastomeric seal, Tecnoport, scale, Elastomeric seal, Tecnoport, Sole, Sardinel, Soles cm., scale, scale, Of handrail, Of cm cm embedded in concrete, railing, Of fº cº length cm., welding, Concrete f’c, Fender, Ground level, Elastomeric joint, scale, Water stop joint, Soles cm., see detail, Concrete f’c, Water stop joint, sewer, Sewer shaft, Elastomeric joint, Soles cm., Water stop joint, Soles cm., Elastomeric joint, Railing fº gº, Water stop joint, Railing fº gº, Of cultivation, Elastomeric joint, Concrete nail tile f’c, of Transition, of Transition

Raw text data extracted from CAD file:

.20 .20 .20 .15 .15 1″ .20 .15 1″ .075 .025 .20 .05 .050 .05 .20 .20 .20 .20 .20 0.20 .25 .20 .50 .20 7.60 .20 8.00 .25 7.50 .25 0.45 0.125 0.25 0.90 0.45 \LESPECIFICACIONES TECNICAS \fCentury Gothic|b1|i1|c0|p34;1.0 \LCONCRETO : – Para losa y sardineles concreto f’c = 210 kg/cm2 – Para estribos concreto ciclópeo f’c = 175 kg/cm2 + 30 % de P.M. (6″ a 12″) \fCentury Gothic|b1|i1|c0|p34;2.0 \LACERO PARA CONCRETO : – Esfuerzo de fluencia del acero estructural f’y = 4200 kg/cm2 – Traslape 36 Ø min. \fCentury Gothic|b1|i1|c0|p34;3.0 \LRECUBRIMIENTO : – r = 5.00 cm. \fCentury Gothic|b1|i1|c0|p34;4.0 \LBARANDAS : – Ø de tubería = 1 1/2″ – Tubería galvanizada – Soldadura Cellocord de 1/8″ \fCentury Gothic|b1|i1|c0|p34;5.0 \LMATERIALES : – \LCEMENTO : – Portland Tipo MS .50 .50 .20 .20 8.00 8.00 .15 .20 .20 .39 .25 .50 .15 .025 .15 .50 .25 1.00 .50 .20 .25 .025 .15 .50 .50 .15 .025 .025 .50 .50 .36 .15 .50 .15 1.50 1.50 2.36 1.50 .70 .15 .50 .15 .15 .64 1.50 .15 .70 1.49 .15 .15 2.36 5 5 5 \T1.5;\LCORTE B – B\l ESCALA 1 : 25 Concreto f’c = 210 kg/cm2 5 5 Junta Water Stop 6″ \T1.5;\LDETALLE “A”\l ESCALA 1 / 20 1″ 5 5 5 1″ 5 Sello elastomerico e = 1″ x 1” Tecnoport \T1.5;\LDETALLE “B”\l ESCALA 1 / 20 Sello elastomerico Tecnoport Solado 5 5 Sardinel 5 5 Solado e = 5 cm. 5 5 5 5 \T1.5;\LARMADURA B-B\l ESCALA 1 : 25 5 \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ Ø 1/2″ @.18 Ø 3/8″ @.18 0.20 5 Ø 3/8″ @.30 Ø 3/8″ @.18 Ø 1/2″ @.23 Ø 1/2″ @.23 \A1;Ø 1/2″ @.23 \T1.5;\LARMADURA A-A\l ESCALA 1 : 25 Ø 3/8″ @.18 Ø 3/8″ @.30 \A1;2 Ø 1/2″ \A1;2 Ø 1/2″ Ø 3/8″ @.30 \A1;4 Ø 1/2″ \A1;Ø 3/8″ @.20 \A1;4 Ø 1/2″ \A1;Ø 3/8″ @.20 Ø 3/8″ @.18 5 5 \A1;Ø 1/2″ @.23 Ø 1/2″ @.23 5 5 5 5 \A1;Ø 1/2″ @.23 \A1;Ø 1/2″ @.23 5 5 5 \T1.5;\LDETALLE DE BARANDA \lESCALA 1 / 10 \A1;Platina de 12 cm x 12 cm x 1/4 ” embebida en concreto 5 5 Baranda Ø 1 1/2″ \A1;Anclajes 2 Ø 1/2″ de fº cº Longitud 0.10 cm. Soldadura 5 \A1;Sardinel – Concreto f’c = 210 kg/cm2 5 5 Baranda Fº Gº Ø 1 1/2″ 5 5 Rc Rc 1 .75 1 .75 Rasante de terreno Rasante de terreno Ø 3/8″ @.30 Rc .0.25 .45 .45 .40 0.80 0.80 1.20 0.80 0.80 Ø 3/8″ @.30 0.80 0.25 Ø 1/2″ @.18 0.80 0.70 5 Junta elastomerica e = 1″ \T1.5;\LCORTE A – A\l ESCALA 1 : 50 Junta Water Stop 6″ 0.80 5 5 Solado e = 5 cm. \A1;A VER DETALLE “A” VER DETALLE “B” \A1;A 0.80 5 5 5 5 Concreto f’c = 210 kg/cm2 0.80 5 5 5 5 5 5 5 Junta Water Stop 6″ \T1.5;\LPLANTA – ALCANTARILLA \lESCALA 1 : 50 \A1;B \A1;B 5 S = 1.00 ‰ 5 8.00 Eje de alcantarilla 0.80 5 1.50 Junta elastomerica e = 1″ 0.80 5 Solado e = 5 cm. 5 5 Junta Water Stop 6″ Rc 5 Solado e = 5 cm. 25° 0.80 0.70 0.80 Junta elastomerica e = 1″ 5 5 5 5 5 5 5 5 5 S = 1.00 ‰ Barandas Ø Fº Gº 1 1/2″ Barandas Fº Gº Ø 1 1/2″ Junta Water Stop 6″ Barandas Fº Gº Ø 1 1/2″ Barandas Fº Gº Ø 1 1/2″ \A1;C \A1;C 5 \T1.5;CAMINO \T1.5;CAMINO \T1.5;TERRENOS DE CULTIVO \T1.5;TERRENOS DE CULTIVO Junta elastomerica e = 1″ 0.40 0.25 0.64 5 <> 5 5 Muros, Losa y uña Concreto f’c = 210 kg/cm2 5 5 0.80 0.80 5 0.80 \T1.5;\LDETALLE DE TRANSICIÓN \lESCALA 1 : 25 .15 0.80 5 5 5 5 5 0.80 0.80 0.80 \T1.5;\LDETALLE DE TRANSICIÓN \lESCALA 1 : 25 .15 0.80 5 5 5 Ø 3/8″ @.18 Ø 3/8″ @.18 1 Ø 3/8″ F = 610 x 860

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

Techniques, For slab concrete sardineles f’c, For cyclopean concrete stirrups f’c of p.m., For concrete, Creep strength of structural steel f’y, Overlap min., Cm., Of pipe, Galvanized pipe, Welding cellocord de, Portland type ms, scale, Concrete f’c, Water stop joint, scale, Elastomeric seal, Tecnoport, scale, Elastomeric seal, Tecnoport, Sole, Sardinel, Soles cm., scale, scale, Of handrail, Of cm cm embedded in concrete, railing, Of fº cº length cm., welding, Concrete f’c, Fender, Ground level, Elastomeric joint, scale, Water stop joint, Soles cm., see detail, Concrete f’c, Water stop joint, sewer, Sewer shaft, Elastomeric joint, Soles cm., Water stop joint, Soles cm., Elastomeric joint, Railing fº gº, Water stop joint, Railing fº gº, Of cultivation, Elastomeric joint, Concrete nail tile f’c, of Transition, of Transition

Raw text data extracted from CAD file:

.20 .20 .20 .15 .15 1″ .20 .15 1″ .075 .025 .20 .05 .050 .05 .20 .20 .20 .20 .20 0.20 .25 .20 .50 .20 7.60 .20 8.00 .25 7.50 .25 0.45 0.125 0.25 0.90 0.45 \LESPECIFICACIONES TECNICAS \fCentury Gothic|b1|i1|c0|p34;1.0 \LCONCRETO : – Para losa y sardineles concreto f’c = 210 kg/cm2 – Para estribos concreto ciclópeo f’c = 175 kg/cm2 + 30 % de P.M. (6″ a 12″) \fCentury Gothic|b1|i1|c0|p34;2.0 \LACERO PARA CONCRETO : – Esfuerzo de fluencia del acero estructural f’y = 4200 kg/cm2 – Traslape 36 Ø min. \fCentury Gothic|b1|i1|c0|p34;3.0 \LRECUBRIMIENTO : – r = 5.00 cm. \fCentury Gothic|b1|i1|c0|p34;4.0 \LBARANDAS : – Ø de tubería = 1 1/2″ – Tubería galvanizada – Soldadura Cellocord de 1/8″ \fCentury Gothic|b1|i1|c0|p34;5.0 \LMATERIALES : – \LCEMENTO : – Portland Tipo MS .50 .50 .20 .20 8.00 8.00 .15 .20 .20 .39 .25 .50 .15 .025 .15 .50 .25 1.00 .50 .20 .25 .025 .15 .50 .50 .15 .025 .025 .50 .50 .36 .15 .50 .15 1.50 1.50 2.36 1.50 .70 .15 .50 .15 .15 .64 1.50 .15 .70 1.49 .15 .15 2.36 5 5 5 \T1.5;\LCORTE B – B\l ESCALA 1 : 25 Concreto f’c = 210 kg/cm2 5 5 Junta Water Stop 6″ \T1.5;\LDETALLE “A”\l ESCALA 1 / 20 1″ 5 5 5 1″ 5 Sello elastomerico e = 1″ x 1” Tecnoport \T1.5;\LDETALLE “B”\l ESCALA 1 / 20 Sello elastomerico Tecnoport Solado 5 5 Sardinel 5 5 Solado e = 5 cm. 5 5 5 5 \T1.5;\LARMADURA B-B\l ESCALA 1 : 25 5 \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ \A1;4 Ø 3/8″ Ø 1/2″ @.18 Ø 3/8″ @.18 0.20 5 Ø 3/8″ @.30 Ø 3/8″ @.18 Ø 1/2″ @.23 Ø 1/2″ @.23 \A1;Ø 1/2″ @.23 \T1.5;\LARMADURA A-A\l ESCALA 1 : 25 Ø 3/8″ @.18 Ø 3/8″ @.30 \A1;2 Ø 1/2″ \A1;2 Ø 1/2″ Ø 3/8″ @.30 \A1;4 Ø 1/2″ \A1;Ø 3/8″ @.20 \A1;4 Ø 1/2″ \A1;Ø 3/8″ @.20 Ø 3/8″ @.18 5 5 \A1;Ø 1/2″ @.23 Ø 1/2″ @.23 5 5 5 5 \A1;Ø 1/2″ @.23 \A1;Ø 1/2″ @.23 5 5 5 \T1.5;\LDETALLE DE BARANDA \lESCALA 1 / 10 \A1;Platina de 12 cm x 12 cm x 1/4 ” embebida en concreto 5 5 Baranda Ø 1 1/2″ \A1;Anclajes 2 Ø 1/2″ de fº cº Longitud 0.10 cm. Soldadura 5 \A1;Sardinel – Concreto f’c = 210 kg/cm2 5 5 Baranda Fº Gº Ø 1 1/2″ 5 5 Rc Rc 1 .75 1 .75 Rasante de terreno Rasante de terreno Ø 3/8″ @.30 Rc .0.25 .45 .45 .40 0.80 0.80 1.20 0.80 0.80 Ø 3/8″ @.30 0.80 0.25 Ø 1/2″ @.18 0.80 0.70 5 Junta elastomerica e = 1″ \T1.5;\LCORTE A – A\l ESCALA 1 : 50 Junta Water Stop 6″ 0.80 5 5 Solado e = 5 cm. \A1;A VER DETALLE “A” VER DETALLE “B” \A1;A 0.80 5 5 5 5 Concreto f’c = 210 kg/cm2 0.80 5 5 5 5 5 5 5 Junta Water Stop 6″ \T1.5;\LPLANTA – ALCANTARILLA \lESCALA 1 : 50 \A1;B \A1;B 5 S = 1.00 ‰ 5 8.00 Eje de alcantarilla 0.80 5 1.50 Junta elastomerica e = 1″ 0.80 5 Solado e = 5 cm. 5 5 Junta Water Stop 6″ Rc 5 Solado e = 5 cm. 25° 0.80 0.70 0.80 Junta elastomerica e = 1″ 5 5 5 5 5 5 5 5 5 S = 1.00 ‰ Barandas Ø Fº Gº 1 1/2″ Barandas Fº Gº Ø 1 1/2″ Junta Water Stop 6″ Barandas Fº Gº Ø 1 1/2″ Barandas Fº Gº Ø 1 1/2″ \A1;C \A1;C 5 \T1.5;CAMINO \T1.5;CAMINO \T1.5;TERRENOS DE CULTIVO \T1.5;TERRENOS DE CULTIVO Junta elastomerica e = 1″ 0.40 0.25 0.64 5 <> 5 5 Muros, Losa y uña Concreto f’c = 210 kg/cm2 5 5 0.80 0.80 5 0.80 \T1.5;\LDETALLE DE TRANSICIÓN \lESCALA 1 : 25 .15 0.80 5 5 5 5 5 0.80 0.80 0.80 \T1.5;\LDETALLE DE TRANSICIÓN \lESCALA 1 : 25 .15 0.80 5 5 5 Ø 3/8″ @.18 Ø 3/8″ @.18 1 Ø 3/8″ F = 610 x 860