Well Visit To Collector 122mø DWG Plan for AutoCAD

Well Visit To Collector 122mø DWG Plan for AutoCAD

Storm sewer plan showing details of a manhole to a collector of Ø 1.22m. partition formed and reinforced concrete.

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

cut, frames, Lower slab, Lower slab, Lock, Side slab, framework, Floor plan, frames, Trabes, Side slabs, Lower slab, total, Volume medium cane, Concrete volume, sketch, Type, Long each type, location, kind, Vars, Diam., number, From vars., Long, Vars, weight, Var., Long, total, weight, total, Material account, Trabes, Lock, framework, Detail upper slab, cut, framework, Account additional material, Concrete volume, Rod type, Vars From mts, Kgrs., Slab detail, Upper well, Min., centimeters, sewerage, Well for, Collectors, The distances between rods are center-centered., All distances are given in centimeters., Concrete resistance on days, Fatigue, In the length of each rod the hook is included., All the rods are of ø., For clarity only they are indicated in details, The assembly of the corresponding rods, Mind that piece., The dotted rods are in the opposite plane, Of the armado., Notes, framework, plant, framework, Side slab, Cut according to, Lower slab, Cut according to, framework, flat:, do not. flat:, Technical area manager, I raise:, Projected drew:, date:, scale:

Raw text data extracted from CAD file:

. \A1;192 \A1;122 \A1;60 \A1;60 \A1;25 \A1;60 \A1;25 \A1;132 \A1;40 \A1;25 \A1;132 \A1;25 \A1;25 \A1;132 \A1;25 \A1;15 \A1;182 \A1;192 \A1;25 \A1;132 \A1;25 \A1;25 \A1;192 \A1;25 \A1;142 \A1;25 \A1;12 \A1;25 \A1;182 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A MARCOS A Y B LOSA INFERIOR 5 5 c c 5 5 5 c c LOSA INFERIOR TRABE "B" LOSA LATERAL MARCO "B" MARCO "A" 5 PLANTA TRABES A Y B C B A D 1 A 2 B B 3 4 A A C D 5 1 110 35 22 72 " 3/8" 4 436 2.43 1744 9.71 1 110 46 22 62 " " 4 436 2.43 1744 9.71 4 110 182 " " 2 432 2.41 664 3.70 2 182 " " 2 212 1.18 424 2.36 1 110 35 22 72 " 1/2" 4 436 4.34 1744 17.37 1 110 46 22 62 " " 4 436 4.34 1744 17.37 4 110 182 " " 2 432 4.30 864 8.60 2 182 " " 2 212 1.17 424 4.22 2 182 " 3/8" 2 212 1.18 424 2.36 3 16 16 " " 24 78 0.43 1872 10.43 1 50 47 21 51 " 1/2" 6 317 3.16 1902 18.94 4 50 50 172 " " 4 302 3.01 1208 12.03 2 172 172 " " 4 202 2.01 308 3.07 5 50 8 60 " 3/8" 10 206 1.15 2030 11.31 2 172 " " 10 202 1.13 2020 11.31 2 132 " " 8 162 0.90 1296 7.22 2 90 " " 4 120 0.67 960 5.35 2 28 " " 16 58 0.32 928 5.17 2 180 " 1/2" 8 210 2.09 1680 16.73 2 172 " " 7 202 2.01 1414 14.08 5 46 22 52 " " 16 218 2.17 3448 34.34 MARCOS "A Y B" TRABES "A Y B" LOSAS LATERALES LOSA INFERIOR TOTAL VOLUMEN CONCRETO MEDIA CAÑA VOLUMEN CONCRETO 0.57 m3 3.18 m3 CROQUIS DE TIPO LONG. CADA TIPO A B C D E F LOCALIZACION TIPO VARS. DIAM. NUMERO DE VARS. LONG. VARS. PESO VAR. LONG. TOTAL PESO TOTAL Kg cm Kg cm CUENTA DE MATERIAL " 29582 225.38 TRABES A Y B 5 5 5 5 c c TRABE "B" MARCO "B" DETALLE LOSA SUPERIOR CORTE C-C MARCO "B" MARCO "A" CUENTA MATERIAL ADICIONAL VOLUMEN DE CONCRETO VARILLA 3/8" TIPO "2" 8 VARS. DE 1.00 mts 8.00 8 1.20 9.60 8 1.40 11.20 4 1.55 6.20 8 1.85 14.80 27.74 Kgrs. 0.264m3 DETALLE DE LA LOSA SUPERIOR PARA POZOS MENORES DE 3 MTS. CENTIMETROS 0 10 20 30 40 50 100 200 ALCANTARILLADO POZO DE VISITA PARA COLECTORES DE 1.22 Ø 1.- LAS DISTANCIAS ENTRE VARILLAS SON DE CENTRO A CENTRO. 2.- TODAS LAS DISTANCIAS ESTAN DADAS EN CENTIMETROS. 3.- RESISTENCIA DEL CONCRETO A LOS 28 DIAS 150 Kg/cm2. 4.- FATIGA DEL ACERO1 1200 Kg/cm. 5.- EN LA LONGITUD DE CADA VARILLA ESTA INCLUIDO EL GANCHO. 6.- TODAS LAS VARILLAS SON DE 1/2" Y 3/8" Ø. 7.- PARA MAYOR CLARIDAD UNICAMENTE SE INDICAN EN EL, DETALLES DEL ARMADO DE LAS VARILLAS QUE CORRESPONDEN PRECISA- MENTE A ESA PIEZA. 8.- LAS VARILLAS PUNTEADAS QUEDAN EN EL PLANO OPUESTO DEL ARMADO. NOTAS MARCO "A" MARCO "B" A A B B PLANTA 5 MARCO "B" MARCO "A" LOSA LATERAL CORTE SEGUN "C-C" LOSA INFERIOR CORTE SEGUN "C-C" 5 5 MARCO "B" MARCO "A" AP/2 Plano: No. Plano: Encargado del Area Técnica Levantó: Proyectó y Dibujó: Fecha: Escala: 6/ENE2015 1:2000

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

cut, frames, Lower slab, Lower slab, Lock, Side slab, framework, Floor plan, frames, Trabes, Side slabs, Lower slab, total, Volume medium concrete reed, Concrete volume, sketch, Of type, Long each type, location, kind, Vars, Diam., number, Of vars., Long, Vars, weight, Var., Long, total, weight, total, Material account, Trabes, Lock, framework, Detail upper slab, cut, framework, Account additional material, Concrete volume, Rod type, Vars From mts, Kgrs., Slab detail, Upper well, Min., centimeters, sewerage, Well for, Collectors, The distances between rods are center-centered., All distances are given in centimeters., Concrete strength on days, Fatigue, In the length of each rod the hook is included., All the rods are of ø., For clarity only they are indicated in details, The assembly of the corresponding rods, Mind that piece., The dotted rods are in the opposite plane, Of the armado., Notes, framework, plant, framework, Side slab, Cut according to, Lower slab, Cut according to, framework, flat:, do not. flat:, Technical area manager, I raise:, Projected drew:, date:, scale:

Raw text data extracted from CAD file:

. \A1;192 \A1;122 \A1;60 \A1;60 \A1;25 \A1;60 \A1;25 \A1;132 \A1;40 \A1;25 \A1;132 \A1;25 \A1;25 \A1;132 \A1;25 \A1;15 \A1;182 \A1;192 \A1;25 \A1;132 \A1;25 \A1;25 \A1;192 \A1;25 \A1;142 \A1;25 \A1;12 \A1;25 \A1;182 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A MARCOS A Y B LOSA INFERIOR 5 5 c c 5 5 5 c c LOSA INFERIOR TRABE "B" LOSA LATERAL MARCO "B" MARCO "A" 5 PLANTA TRABES A Y B C B A D 1 A 2 B B 3 4 A A C D 5 1 110 35 22 72 " 3/8" 4 436 2.43 1744 9.71 1 110 46 22 62 " " 4 436 2.43 1744 9.71 4 110 182 " " 2 432 2.41 664 3.70 2 182 " " 2 212 1.18 424 2.36 1 110 35 22 72 " 1/2" 4 436 4.34 1744 17.37 1 110 46 22 62 " " 4 436 4.34 1744 17.37 4 110 182 " " 2 432 4.30 864 8.60 2 182 " " 2 212 1.17 424 4.22 2 182 " 3/8" 2 212 1.18 424 2.36 3 16 16 " " 24 78 0.43 1872 10.43 1 50 47 21 51 " 1/2" 6 317 3.16 1902 18.94 4 50 50 172 " " 4 302 3.01 1208 12.03 2 172 172 " " 4 202 2.01 308 3.07 5 50 8 60 " 3/8" 10 206 1.15 2030 11.31 2 172 " " 10 202 1.13 2020 11.31 2 132 " " 8 162 0.90 1296 7.22 2 90 " " 4 120 0.67 960 5.35 2 28 " " 16 58 0.32 928 5.17 2 180 " 1/2" 8 210 2.09 1680 16.73 2 172 " " 7 202 2.01 1414 14.08 5 46 22 52 " " 16 218 2.17 3448 34.34 MARCOS "A Y B" TRABES "A Y B" LOSAS LATERALES LOSA INFERIOR TOTAL VOLUMEN CONCRETO MEDIA CAÑA VOLUMEN CONCRETO 0.57 m3 3.18 m3 CROQUIS DE TIPO LONG. CADA TIPO A B C D E F LOCALIZACION TIPO VARS. DIAM. NUMERO DE VARS. LONG. VARS. PESO VAR. LONG. TOTAL PESO TOTAL Kg cm Kg cm CUENTA DE MATERIAL " 29582 225.38 TRABES A Y B 5 5 5 5 c c TRABE "B" MARCO "B" DETALLE LOSA SUPERIOR CORTE C-C MARCO "B" MARCO "A" CUENTA MATERIAL ADICIONAL VOLUMEN DE CONCRETO VARILLA 3/8" TIPO "2" 8 VARS. DE 1.00 mts 8.00 8 1.20 9.60 8 1.40 11.20 4 1.55 6.20 8 1.85 14.80 27.74 Kgrs. 0.264m3 DETALLE DE LA LOSA SUPERIOR PARA POZOS MENORES DE 3 MTS. CENTIMETROS 0 10 20 30 40 50 100 200 ALCANTARILLADO POZO DE VISITA PARA COLECTORES DE 1.22 Ø 1.- LAS DISTANCIAS ENTRE VARILLAS SON DE CENTRO A CENTRO. 2.- TODAS LAS DISTANCIAS ESTAN DADAS EN CENTIMETROS. 3.- RESISTENCIA DEL CONCRETO A LOS 28 DIAS 150 Kg/cm2. 4.- FATIGA DEL ACERO1 1200 Kg/cm. 5.- EN LA LONGITUD DE CADA VARILLA ESTA INCLUIDO EL GANCHO. 6.- TODAS LAS VARILLAS SON DE 1/2" Y 3/8" Ø. 7.- PARA MAYOR CLARIDAD UNICAMENTE SE INDICAN EN EL, DETALLES DEL ARMADO DE LAS VARILLAS QUE CORRESPONDEN PRECISA- MENTE A ESA PIEZA. 8.- LAS VARILLAS PUNTEADAS QUEDAN EN EL PLANO OPUESTO DEL ARMADO. NOTAS MARCO "A" MARCO "B" A A B B PLANTA 5 MARCO "B" MARCO "A" LOSA LATERAL CORTE SEGUN "C-C" LOSA INFERIOR CORTE SEGUN "C-C" 5 5 MARCO "B" MARCO "A" AP/2 Plano: No. Plano: Encargado del Area Técnica Levantó: Proyectó y Dibujó: Fecha: Escala: 6/ENE2015 1:2000

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, collector, details, DWG, formed, kläranlage, manhole, partition, plan, reinforced, sewer, sewerage, showing, storm, treatment plant, visit, well