Plano Channel Lined With Stone DWG Detail for AutoCAD

Details – dimensions – axonometric

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

Var., Splicing with earth channel, Km., Cast with concrete f’c, Joint with concrete coated channel, Var., Nf., scale, Joint with concrete coated channel, Km., Elastomeric seal, Tecnoport, Elastomeric joint, Foam rod, Seal with elastomeric seal, scale, Nf., Splicing with earth channel, detail, date, modification, date, item, description, reviewed, approval, approval

Raw text data extracted from CAD file:

.87 .20 3.00 1.34 3.50 .525 3.00 1.20 1.20 1.20 .50 3.00 1.34 3.50 .53 3.00 1.20 1.00 1.20 .30 .30 .60 .60 VAR. 2.07 – 1.20 .20 .25 .20 .20 1.20 1.00 1.20 .25 .20 .25 .20 .20 1.00 .20 .20 1.20 1.20 .20 .20 1.20 .20 1.40 .30 .30 5 5 5 5 5 5 5 5 5 Empalme con canal en tierra 94.768 93.568 93.559 93.368 95.438 94.238 94.238 KM. 3+003.635 KM. 3+006.635 KM. 3+007.975 KM. 3+011.475 KM. 3+012.000 KM. 3+015.000 ENROCADO CON CONCRETO F’C = 175 kg/cm2 5 EMPALME CON CANAL REVESTIDO Concreto 210 kg/cm2 5 1 : 1 1 : 1 5 5 5 5 5 5 5 5 A A 94.238 94.238 93.368 93.568 93.559 95.438 94.768 5 5 5 5 B B VAR. 2.07 – 1.20 5 5 5 5 5 5 5 5 Enrocado de piedra, e = 0.25 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Enrocado de piedra, e = 0.25 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Enrocado de piedra, e = 0.20 asentada y emboquillada en Concreto f’c = 175 kg/cm2 \T1.5;\LCORTE A-A\l ESCALA 1/50 \T1.5;\LPLANTA\l ESCALA 1/50 \T1.5;\LCORTE B-B\l ESCALA 1/50 EMPALME CON CANAL REVESTIDO Concreto 210 kg/cm2 KM. 3+003.635 KM. 3+006.635 KM. 3+007.975 KM. 3+011.475 KM. 3+012.000 KM. 3+015.000 5 5 5 5 Junta Elastomérica Tecnoport 1″ \LDETALLE “A” JUNTA ELASTOMERICA ESCALA 1 / 20 Rodòn de Espuma \A1;Ø1 \S1/4;” \A1;1/2″ Junta con sello elastomérico Junta con sello elastomérico 5 5 5 5 5 5 5 5 5 5 C C \T1.5;\LCORTE C-C\l ESCALA 1/50 Enrocado de piedra, e = 0.20 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Empalme con canal en tierra 5 5 DETALLE “A” FECHA MODIFICACION FECHA ITEM A B C DESCRIPCION REVISADO APROBACION FIRMA/OFICIO APROBACION

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

Var., Splicing with earth channel, Km., Cast with concrete f’c, Joint with concrete coated channel, Var., Cast of seated tug on concrete f’c, scale, Joint with concrete coated channel, Km., Elastomeric joint, Tecnoport, Elastomeric joint, Foam rod, Seal with elastomeric seal, scale, Cast of seated tug on concrete f’c, Splicing with earth channel, detail, date, modification, date, item, description, reviewed, approval, approval

Raw text data extracted from CAD file:

.87 .20 3.00 1.34 3.50 .525 3.00 1.20 1.20 1.20 .50 3.00 1.34 3.50 .53 3.00 1.20 1.00 1.20 .30 .30 .60 .60 VAR. 2.07 – 1.20 .20 .25 .20 .20 1.20 1.00 1.20 .25 .20 .25 .20 .20 1.00 .20 .20 1.20 1.20 .20 .20 1.20 .20 1.40 .30 .30 5 5 5 5 5 5 5 5 5 Empalme con canal en tierra 94.768 93.568 93.559 93.368 95.438 94.238 94.238 KM. 3+003.635 KM. 3+006.635 KM. 3+007.975 KM. 3+011.475 KM. 3+012.000 KM. 3+015.000 ENROCADO CON CONCRETO F’C = 175 kg/cm2 5 EMPALME CON CANAL REVESTIDO Concreto 210 kg/cm2 5 1 : 1 1 : 1 5 5 5 5 5 5 5 5 A A 94.238 94.238 93.368 93.568 93.559 95.438 94.768 5 5 5 5 B B VAR. 2.07 – 1.20 5 5 5 5 5 5 5 5 Enrocado de piedra, e = 0.25 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Enrocado de piedra, e = 0.25 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Enrocado de piedra, e = 0.20 asentada y emboquillada en Concreto f’c = 175 kg/cm2 \T1.5;\LCORTE A-A\l ESCALA 1/50 \T1.5;\LPLANTA\l ESCALA 1/50 \T1.5;\LCORTE B-B\l ESCALA 1/50 EMPALME CON CANAL REVESTIDO Concreto 210 kg/cm2 KM. 3+003.635 KM. 3+006.635 KM. 3+007.975 KM. 3+011.475 KM. 3+012.000 KM. 3+015.000 5 5 5 5 Junta Elastomérica Tecnoport 1″ \LDETALLE “A” JUNTA ELASTOMERICA ESCALA 1 / 20 Rodòn de Espuma \A1;Ø1 \S1/4;” \A1;1/2″ Junta con sello elastomérico Junta con sello elastomérico 5 5 5 5 5 5 5 5 5 5 C C \T1.5;\LCORTE C-C\l ESCALA 1/50 Enrocado de piedra, e = 0.20 asentada y emboquillada en Concreto f’c = 175 kg/cm2 Empalme con canal en tierra 5 5 DETALLE “A” FECHA MODIFICACION FECHA ITEM A B C DESCRIPCION REVISADO APROBACION FIRMA/OFICIO APROBACION