Drainage Locative Unit DWG Full Project for AutoCAD

Project drainage and connection of locative unit to sewer net

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

Cm., diameter, Cm., Sanitary sewer, Cm., template, Cm., detail, Excavation type of trench minimum dimensions, Common visit well, mortar, Cm., Flattened with, Minimum thickness of, cut, water well, variable, plant, cut, water well, mortar., Masonry, of cement, Stone with mortar, plant, Cm., thickness, Of, Flattened, cut, Sealed with, Notes:, Type well to be used for, Depths greater than, Type well to be used for, Depths of less than, in meters, Pvc pipe, Connecting the albanal, Stopper, Second view, Albanal interior, current, Direction of, Pvc pipe, Home discharge, Bench seat trim, Minimum slope cm, Pvc pipe, inside, Pvc pipe, Wall parameter, Stopper, Connecting the albanal, Pvc pipe, inside, Wall parameter, Hermetic seal, Seat trim, note:, The pipe to be used will be completely airtight, According to the, local., Av delos arcos., Proposed well, Drainage, Existing well, Central camellon

Raw text data extracted from CAD file:

P r o f u n d i d a d P l a n t i l l a A n c h o d E x t e r i o r D i á m e t r o \fArial|b0|i0|c0|p34;ANCHO \fArial|b0|i0|c0|p34;en cm. 80 320 355 250 285 215 175 195 140 100 120 90 DIAMETRO 70 65 100 a 150 \fArial|b0|i0|c0|p34;PROFUNDIDAD \fArial|b0|i0|c0|p34;en cm. 90 + D ALCANTARILLADO SANITARIO 20 25 30 38 45 61 76 91 107 122 152 183 213 244 90 + D 90 + D 90 + D 90 + D 100 a 150 100 a 150 100 a 150 100 a 150 100 a 150 100 a 150 100 a 150 100 a 150 \fArial|b0|i0|c0|p34;en cm. PLANTILLA \fArial|b0|i0|c0|p34;en cm. 10 11 12 14 17 19 22 25 30 36 41 46 15 16 DETALLE EXCAVACION TIPO DE ZANJA DIMENSIONES MINIMAS \A1;1.76 \A1;0.60 \A1;1.76 \A1;0.28 \A1;1.76 \A1;0.20 \A1;VARIABLE \A1;0.60 POZO DE VISITA COMUN MORTERO 1:3 1 CM. APLANADO CON ESPESOR MINIMO DE CORTE B – B POZO “B” 1.20 VARIABLE B PLANTA CORTE C – C 0.30 1.20 C B C 0.60 POZO “A” MORTERO. A 0.30 MAMPOSTERIA DE DE CEMENTO PIEDRA CON MORTERO 0.28 PLANTA 1 cm. A espesor mi- nimo de APLANADO CORTE A – A TABIQUE JUNTEADO CON NOTAS: -EL POZO TIPO “A” SE USARA PARA PROFUNDIDADES MAYORES DE 2.50M. -EL POZO TIPO “B” SE USARA PARA PROFUNDIDADES MENORES DE 2.50M. -ACOTACIONES EN METROS TUBERIA PVC al conectar al albanal Tapon que se retirara VISTA SEGUN B – B ALBANAL INTERIOR CORRIENTE DIRECCION DE LA TUBERIA PVC TUBERIA PVC CS-04 DESCARGA DOMICILIARIA B A GUARNICION DE BANQUETA PENDIENTE MINIMO 1% 15 cm (6″) TUBERIA PVC interior TUBERIA PVC PARAMETRO DEL MURO Tapon que se retirara al conectar al albanal TUBERIA PVC interior A PARAMETRO DEL MURO JUNTA HERMETICA GUARNICION DE LA BANQUETA B NOTA: La Tuberia a emplear sera totalmente hermetica de acuerdo a la NOM-001-CNA-1995. LOCALES. 1 AV DELOS ARCOS. AV DELOS ARCOS. POZO PROPUESTO DRENAJE EXISTENTE POZO EXISTENTE 91.65 92.85 100.00 99.10 126.4 – 58.9 – 20 CAMELLON CENTRAL