Well Sewer DWG Block for AutoCAD

Design of a complete sewage pit.

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

draft, Notes:, Contains, design, drawing, Lifted up Topographic, observations, scale, File not, date, sheet, The measures noted prevail over the scale, For details the builder will check the measures on site, Any modification of the contents of these plans shall be recorded in observations dated signature, Indicated, Type sump detail, Revision well, manifold, rack, sidewalk, sidewalk, rack, Esc:, Cut b ‘, Esc:, beam, tube, packing, Well wall, Metal plate, packing, Barrette, Clapper detail, Esc:, sidewalk, curb, Steel reinforcement kg., Tube mm. M., rack, Fc, asphalt, rack, Specifications, V. Total concrete m., rack, curb, Search by company:, Esc:, perspective, top, Pipe design, Full pipe, Pend., Vs., Vs., Vs., Vs., Esc:, Cut and, detail, drawers, asphalt, road, Cut to ‘, Esc:, see detail, Cover h., siege, Cast iron cover, Roadway level, Armed detail, Variable of, Esc:, Formwork

Raw text data extracted from CAD file:

0.20 0.20 0.20 0.20 0.07 0.06 0.10 0.015 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.00 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.06 \A1;0.20 \A1;0.06 \A1;45° \A1;.60 \A1;.20 \A1;.60 \A1;.20 \A1;1.40 \A1;variable de 1.4 a 2.401.40 \A1;.20 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.07 \A1;0.20 \A1;0.70 \A1;1.00 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.04 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.07 \A1;0.06 \A1;0.20 \A1;0.20 PROYECTO NOTAS: CONTIENE DISENO : DIBUJO : LEVANT. TOPOGRAFICO OBSERVACIONES ESCALA : ARCHIVO No : FECHA : HOJA : DE LAS MEDIDAS ANOTADAS PREVALECEN SOBRE LA ESCALA PARA LOS DETALLES EL CONSTRUCTOR VERIFICARA LAS MEDIDAS EN OBRA TODA MODIFICACION DEL CONTENIDO DE ESTOS PLANOS SE HARA CONSTAR EN OBSERVACIONES CON FECHA Y FIRMA INDICADA 1 1 DETALLE DE SUMIDERO TIPO 2 10% 10% 2% POZO DE REVISION COLECTOR REJILLA ACERA V1 V1 V1 ACERA REJILLA 1 d 300mm. ESC: 1:10 CORTE B – B’ 4 d 10 E d 8 @ 0.15 5 5 ESC: 1:10 VIGA V1 0.40 0.40 TUBO d 200mm. EMPAQUE 5 PARED POZO PLACA METALICA e = 5mm. EMPAQUE PASADOR DETALLE CLAPETA ESC: 1:10 ACERA BORDILLO ACERO REFUERZO = 60 kg. TUBO d 300 mm. = 10 m. REJILLA 100 x 60 = 2u. f’c = 210 kg/cm. 2 5 ASFALTO REJILLA 5 5 0.70 5 5 5 5 5 5 A A’ ESPECIFICACIONES 10% 10% V. TOTAL HORMIGON = 3.32 m. 3 fy = 4200 kg/cm. 2 REJILLA 5 5 5 0.10 5 5 V1 5 5 BORDILLO ESTUDIOS Y DISEÑO B B’ D ESC: 1:10 PERSPECTIVA TAPA -611.8898545502598 -611.8898545502598 DISEÑO DE LA TUBERIA TUBERIA LLENA TUBERIA LLENA TUBERIA LLENA TUBERIA LLENA J PEND. 0/00 V. m/s. Q. Vs. V. m/s. Q. Vs. V. m/s. Q. Vs. V. m/s. Q. Vs. 200mm. 250mm. 300mm. 400mm. 50 100 150 2.33 3.30 4.04 73 104 127 2.71 3.83 4.69 188 230 133 3.06 4.33 5.30 306 375 216 3.71 5.24 6.42 659 807 466 ESC: 1:10 CORTE E – E’ DETALLE 1 CAJONES ASFALTO CALZADA 2% 5 0.80 5 5 5 5 CORTE A – A’ ESC: 1:10 5 10% 2% 5 5 VER DETALLE 1 2% V1 5 5 V1 TAPA H. F 10d12mm a 0.20 .60 CERCO .20 .60 TAPA DE HIERRO FUNDIDO .20 NIVEL CALZADA 1d12 c .20 5 DETALLE DE ARMADO 1d12 c .20 variable de 1.4 a 2.40<> 5 10d12mm a 0.20 10d12mm a 0.20 ESC: 1:10 ENCOFRADO 7.0 m 2