Well Shallow (Wheel) DWG Section for AutoCAD

It is a plane of an intake where we can see the plant; cuts and sections; to others of different specifications; for optimal construction process.

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

Record detail, Cylinder assembly, Vars do not, Construction gasket, see detail, Vars do not, Access ladder, see detail, N.t.n., Vars do not, Additional reinforcement in holes, cut, Vars do not., Vars do not., See detail of, Construction gasket, N.t.n., cut, N.d., stairs, Marine, see detail, Black blade, angle of, Deck slab, cut, Vars do not., Crown, Elev., Cm river stone, Of a thickness accommodated for, Prevent fines from rising, The suction of the equipment, Cm river stone, The suction of the equipment, Prevent fines from rising, Of a thickness accommodated for, N. Grovel, Cm in both directions, Drill holes, On the perimeter of the indicated cylinder, N.e., Detail, of construction, building, Board of, Pvc band, concrete, Wall of, Using pvc pipe for the, Forged from them

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.15 \A1;0.20 \A1;3.00 \A1;0.20 \A1;3.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;6.70 \A1;0.82 \A1;0.18 DETALLE DE REGISTRO ARMADO DEL CILINDRO VARS. No 4 @ 20 VARS. No 4 @20 JUNTA DE CONSTRUCCION VER DETALLE VARS. No 4 @ 20 VARS. No 4 @ 20 VARS. No 4 @ 20 0.40 0.25 ESCALERA DE ACCESO VER DETALLE N.T.N. B B 0.20 3.0 0.20 VARS. No 4 @20 VARS. No 3 @ 20 r REFUERZO ADICIONAL EN ORIFICIOS r CORTE r – r 0.013 0.013 0.013 0.013 0.013 0.013 5 15 5 20cm 60 60 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 2 VARS. No. 4 60 60 2 VARS. No. 4 2 VARS. No. 4 VER DETALLE DE JUNTA CONSTRUCTIVA \A1; N.T.N. +96.58 CORTE A – A 0.40 N.D. +94.58 ESCALERA MARINA VER DETALLE LAMINA NEGRA CAL.18 ANGULO DE 2″ x 3/16″ LOSA DE CUBIERTA CORTE a – a’ 0.15 0.15 2 VARS. No. 4 N.CORONA +97.58 ELEV. +89.88 PIEDRA DE RIO DE 20 A 30 CM . DE ESPESOR ACOMODADA PARA EVITAR QUE SUBAN LOS FINOS A LA SUCCION DEL EQUIPO 0.20 3.00 0.20 3.40 PIEDRA DE RIO DE 20 A 30 CM A LA SUCCION DEL EQUIPO EVITAR QUE SUBAN LOS FINOS DE ESPESOR ACOMODADA PARA . 0.20 0.20 0.20 0.0254 0.30 6.70 0.82 0.18 N. DESPLANTE +89.58 DE DIAMETRO, @ 20 CM EN AMBOS SENTIDOS ORIFICIOS A TRESBOLILLO DE 1 1/2″ EN EL PERIMETRO DEL CILINDRO INDICADO N.E. +95.08 DETALLE JUNTA DE CONSTRUCCION Construcción Junta de Banda de PVC concreto Muro de UTILIZANDO TUBERIA DE PVC PARA EL FORJADO DE LOS MISMOS