Common Type Well Visit DWG Detail for AutoCAD

COMMON TYPE WELL CARD REQUESTED CNA; WITH CONSTRUCTION DETAILS

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

Partition wall, your B. Of ent. of salt. Of m. from, National Water Comission, Technical general assistant, sewerage, Management of basic engineering technical standards., Plan no., manager, Common visit well, revised, Approved, Technical general subdivision, Variable of, plant, Flattened with mortar, Minimum thickness of, cut, Variable of, cut, Lifting template, cut, Variable of, cut, Variable of, cut, Lifting template, Variable of, cut, plant, Steps, From fofo, Lifting, Concrete crusher, plant, Concrete crusher, From fofo, Steps, Lifting, cut, Flattened with mortar, Minimum thickness of, minimum, my. Frank winner, Ing. Rafael echavarría alfaro, revised, Approved, Measurements in meters except those indicated, In another unit., On both sides, Minimum thickness of, Flattened with mortar, On both sides, Partition wall, concrete

Raw text data extracted from CAD file:

\A1;0.90 \A1;1.20 \A1;1.20 \A1;0.90 \A1;0.60 \A1;0.90 \A1;0.60 \A1;1.76 \A1;1.20 \A1;0.35 Muro de tabique TUB. DE ENT. Y DE SAL. DE 0.20 A 0.61 M. DE d COMISION NACIONAL DEL AGUA SUBDIRECTOR GENERAL TÉCNICO ALCANTARILLADO GERENCIA DE INGENIERÍA BÁSICA Y NORMAS TÉCNICAS. PLANO No. 2.1 (a) GERENTE POZO DE VISITA COMÚN REVISÓ APROBÓ SUBDIRECCION GENERAL TÉCNICA 0.90 variable de 0.20 a 0.45 PLANTA C3 Aplanado con mortero 1:3 Espesor mínimo de 0.01 m CORTE B – B variable de 0.20 a 0.61 CORTE A – A 1.20 B Elevación Plantilla B CORTE D – D variable de 0.20 a 0.63 CORTE G – G variable de 0.20 a 0.63 variable de 0.20 a 0.61 CORTE C – C D Elevación Plantilla 1.20 D variable de 0.20 a 0.45 CORTE F – F PLANTA C1 Escalones de fo.fo. \A1;Variable 0.90 0.60 Elevación brocal Brocal de concreto A A PLANTA C4 \A1;Variable Brocal de concreto de fo.fo. Escalones Elevación brocal 0.90 0.60 0.30 G G CORTE E – E 1.76 1.20 0.15 0.35 F C C F E Aplanado con mortero 1:3 Espesor mínimo de 0.01 m mínimo E M.I. VÍCTOR FRANCO ING. RAFAEL ECHAVARRÍA ALFARO REVISÓ APROBÓ * Acotaciones en metros excepto las indicadas N O T A S en otra unidad. \A1;0.28 \A1;0.28 \A1;0.28 0.15 0.30 0.15 0.30 en una o ambas caras en una o ambas caras Espesor mínimo de 0.01 m Aplanado con mortero 1:3 en una o ambas caras Muro de tabique Muro de tabique Muro de tabique Concreto