Well Box Pipe 76cm DWG Detail for AutoCAD

For sewerage networks – Details – specifications – sizing – Construction cuts

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

Anchored rods, You lock the frames, Tied rods, Vars. Cm type, Vars. Type ii cm, Vars. Cm type, Stirrups cm., Lock, Type stirrups iii, Lock, Variable, Vars. Center iv type, Type stirrups iii, Vars. Type ii cm., Var. Cm type, Downtown, The rods are anchored to the armed, Vars. Type ii, Vars. Type ii cm, Brocal concrete lid, Fiery cast iron, Frame, Lock, Vars. Type ii, Frame, Vars.tipo ii cm, Vars. Cm type, Vars. Type ii cm., Frame, Frame, Lateral slab, Slab superior, Lock, Slab inferior, Lateral slab, Stirrups type iii cm., Vars. Cm type, Vars. Type ii, Vars. Type ii cm, Vars. Type ii cm, Var. Center iv type, Var. Type ii, From the floor to the beams, Vars. Type ii cm., Cm., Type stirrups iii, Frame, Frame, Vars. Type ii cm, Vars. Type ii, Street level, Var. Type ii, Steps of fo.fo, Leave preparation to continue future collector, For him, Vars. Type ii cm

Raw text data extracted from CAD file:

\A1;25 \A1;25 \A1;122 \A1;122 \A1;60 \A1;150 \A1;150 \A1;165 \A1;127 \A1;165 \A1;25 \A1;25 \A1;25 \A1;76 \A1;200 \A1;150 \A1;25 \A1;122 \A1;25 \A1;. \A1;40 \A1;30 \A1;165 \A1;76 \A1;25 \A1;25 \A1;76 \A1;25 \A1;25 \A1;25 \A1;25 \A1;140 \A1;165 \A1;30 \A1;25 \A1;30 \A1;25 \A1;30 \A1;25 \A1;25 \A1;165 \A1;150 \A1;30 \A1;25 \A1;30 \A1;27 \A1;30 \A1;165 \A1;25 \A1;25 \A1;25 \A1;25 \A1;20 \A1;60 \A1;30 \A1;30 \A1;25 \A1;76 \A1;200 \A1;30 \A1;177 \A1;215 \A1;215 \A1;200 \A1;25 \A1;25 \A1;150 \A1;25 \A1;25 \A1;150 \A1;25 VARILLAS ANCLADAS A LAS TRABES Y A LOS MARCOS A LAS TRABES Y A LOS MARCOS VARILLAS AMARRADAS 2 VARS. TIPO V d 1/2″ @ 15 CM 3 VARS. TIPO V d 1/2″ @ 10 CM -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 2 VARS. TIPO II d 3/8″ @ 16 CM M A R C O “A” 2 VARS. TIPO I d 3/8″ @ 8 CM L O S A I N F E R I O R (PISO) ESTRIBOS 3/8″ @ 15 CM. -0.5060212125107149 P L A N T A TRABE “E” ESTRIBOS TIPO III d -0.5060212125107149 -0.5060212125107149 TRABE “B” -0.5060212125107149 -0.5060212125107149 VARIABLE -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 A -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 1 VARS. TIPO IV d 1/2″ @ CENTRO @ 16 CM -0.5060212125107149 T R A B E “E” 1 ESTRIBOS TIPO III d 1/2″ -0.5060212125107149 -0.5060212125107149 3 VARS. TIPO II d 1/2″ @19 CM. 2 VAR. TIPO I d 3/8″ @ 8 CM. @ CENTRO LAS VARILLAS SE ANCLAN AL ARMADO 6 VARS. TIPO II d 1/2″@30CM. 13 VARS. TIPO II L O S A S U P E R I O R 2 VARS. TIPO II d 1/2″ @ 10 CM -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 L O S A L A T E R A L “D” BROCAL Y TAPA DE CONCRETO -0.5060212125107149 O FIERRO FUNDIDO -0.5060212125107149 -0.5060212125107149 MARCO “A” TRABE “E” VARS. TIPO II d 1/2″ @30CM MARCO “A” VARS.TIPO II d 1/2″ @ 5 CM VARS.TIPO II d 1/2″ @ 5 CM 2 VARS. TIPO I d 1/2″ @ 8 CM -0.5060212125107149 2 VARS. TIPO II d 1/2″ @18 CM. 7 VARS. TIPO II d 1/2″ @10 CM. L O S A L A T E R A L “C” -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 MARCO “A” -0.5060212125107149 3/8″ @ 15 CM -0.5060212125107149 C O R T E A-A -0.5060212125107149 -0.5060212125107149 A MARCO “A” LOSA LATERAL “C” -0.5060212125107149 LOSA SUPERIOR -0.5060212125107149 -0.5060212125107149 TRABE “B” -0.5060212125107149 LOSA INFERIOR (PISO) -0.5060212125107149 LOSA LATERAL “D” ESTRIBOS TIPO III d 3/8″ @ 15 CM. 2 VARS. TIPO I d 1/2″ @ 16 CM 1 VARS. TIPO II d 1/2″ -0.5060212125107149 2 VARS. TIPO II d 1/2″ @ 5 CM -0.5060212125107149 T R A B E “B” -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 8 VARS. TIPO II d 1/2″ @10 CM 1 VAR. TIPO IV d 3/8″ @ CENTRO 1 VAR. TIPO II d 3/8″ DEL PISO Y AL DE LAS TRABES -0.5060212125107149 3 VARS. TIPO II d 1/2″ @19 CM. d 1/2″ @ 10 CM. -0.5060212125107149 -0.5060212125107149 1 ESTRIBOS TIPO III d 1/2″ -0.5060212125107149 MARCO “A” -0.5060212125107149 MARCO “A” VARS. TIPO II d 3/8″ @ 10 CM -0.5060212125107149 VARS. TIPO II d 3/8″ -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 NIVEL DE CALLE 1 VAR. TIPO II d 1/2″ 1 VAR. TIPO II d 1/2″ -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 escalones de fo.fo d1″ -0.5060212125107149 -0.5060212125107149 dejar preparación para continuar colector a futuro -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 -0.5060212125107149 (HUECO PARA EL TUBO) -0.5060212125107149 VARS. TIPO II d 3/8″ @ 10 CM -0.5060212125107149 -0.5060212125107149 (dejar tapón)