Details Of Sewers DWG Detail for AutoCAD

Details Of Sewers DWG Detail for AutoCAD

Plants and details of sewers

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

variable, both of them, Wall of concrete, Enrocado, Wall of concrete, Small bag, Small bag, Enrocado, variable, All measurements are given in meters. All downlines elements of stake out have to be verified by the contractor approved by PDVSA. The coordinates are referred to the u.t.m. Transversal regven m.c. The minimum coating is when it is in contact with the floor., Of materialres: of materialres: concrete: carbon steel pipes class iv reinforcement steel:, legend:, concrete, diameter, Head sizes, Cut capture, Esc:, Cutter drain sewer, Esc:, Sewer prog:, Esc:, Sewer prog:, Esc:, Sewer prog:, Esc:, Sink, Steel cutting in steps, Esc:, Cutter drain sewer, Esc:, Cutter drain sewer, Esc:, Cutter drain sewer, Esc:, Steel cut-out on the fins, Esc:, Prog:, cut, Esc:, Cutting steel in head, Esc:, Cast-iron power dissipator, Projected: ing. Carlos Gonzalez

Raw text data extracted from CAD file:

0.10 0.10 0.10 0.10 \A1;d 3/8" 1.20 VARIABLE 0.24 A 1.44 VARIABLE 0.25 A 1.45 \A1;d 3/8" B B A C d 3/8" @ 0.15 B B B B 2 d 1" X 1.20 0.10 0.10 1.00 5 d 3/8" @ 0.15 (EN AMBOS SENTIDOS) 6´ S=0.5% S=0.5% S=0.5% PARED DE CONCRETO ENROCADO B B B B B B A C A A A A D D \A1;VARIABLE DE 5 - 10 E E d 3/8" @ 0.15 S=0,5% S=0,5% PARED DE CONCRETO 4 25 3 F F 2 1 d 3/8" @ 0.15 d 3/8" @ 0.15 d 3/8" @ 0.15 d 3/8" @ 0.15 d 3/8" @ 15cm BOLSACRETO BOLSACRETO \A1;2.50 \A1;a \A1;a \A1;d \A1;0.45 \A1;a \A1;a \A1;a \A1;d \A1;a \A1;a \A1;a \A1;d \A1;a \A1;a \A1;a \A1;a \A1;d P=0.5% P=0.5% P=0.5% P=0.5% P=0.5% BOLSACRETO BOLSACRETO \A1;3.33 \A1;3.33 \A1;e d \A1;0.45 \A1;D \A1;D/2 \A1;D \A1;D/2 \A1;D \A1;0.45 \A1;c \A1;b \A1;e \A1;b \A1;e d \A1;0.45 \A1;D \A1;D/2 \A1;c \A1;D \A1;D/2 \A1;D \A1;0.45 \A1;e \A1;e \A1;e \A1;e \A1;e e \A1;e \A1;e \A1;e e 0.45 \A1;D \A1;D/2 \A1;D \A1;D/2 \A1;D \A1;e \A1;e \A1;e \A1;0.45 \A1;D \A1;D/2 \A1;D \A1;D/2 \A1;D \A1;0.45 \A1;e \A1;0.45 \A1;D/2 \A1;D/2 \A1;D \A1;0.45 \A1;b \A1;1.00 \A1;1.00 \A1;1.00 \A1;e \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.80 \A1;5.00 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.60 \A1;e \A1;f \A1;D \A1;g \A1;e \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;3.33 \A1;0.20 0.40 \A1;1.58 \A1;3.33 \A1;0.20 \A1;0.80 \A1;f \A1;D \A1;g \A1;e \A1;0.30 \A1;e \A1;2.00 \A1;0.40 \A1;0.20 d 3/8" @ 0.15 \A1;0.80 \A1;0.30 \A1;e \A1;0.60 \A1;e \A1;g \A1;D \A1;0.80 \A1;D \A1;g \A1;0.60 \A1;e \A1;0.30 \A1;f \A1;e \A1;0.45 \A1;D/2 \A1;D/2 \A1;0.45 P=1.50% 14 13 0.10 0.14 1.095 d 3/8" @ 0.15 X 1.435 10 0.10 9 0.24 1.99 0.695 \A1;d 3/8" @ 0.15 X 3.96 1 0.10 \A1;c \A1;b \A1;D \A1;D S=0.5% ENROCADO \A1;5.00 \A1;1.50 \A1;1.58 \A1;0.60 0.695 .24 \A1;d 3/8" @ 0.15 X 3.91 2 3 6.59 0.10 0.10 \A1;d 3/8" @ 0.15 X 6.79 3 1 3 2 2 0.24 1.99 1.675 \A1;d 3/8" @ 0.15 X 5.92 4 0.10 1.675 .24 3 1 3 2 5 5 5 7 6 7 8 0.40 1.50 0.10 1.64 6´ \A1;d 3/8" @ 0.15 X 2.04 6 0.24 0.56 0.24 0.10 0.10 0.56 7 \A1;d 3/8" @ 0.15 X 1.80 7 VARIABLE 6.59 \A1;d 1/2" @ 0.15 X 60.17 A/S 8 .24 .24 7 8 7 8 \A1;e 7 8 7 8 S=0.5% S=0.5% 9 10 11 9 10 11 9 12 11 13 12 11 11 d 3/8" @ 0.15 X 1.54\A1; 1.34 0,10 0,10 6.59 0.10 0.10 \A1;d 3/8" @ 0.15 X 6.79 11 0.10 0.14 0.495 d 3/8" @ 0.15 X 0.835 12 0.10 0.10 0.14 2.075 d 3/8" @ 0.15 X 2.415 14 0.10 13 d 3/8" @ 0.15 X 3.97\A1; 3.77 0,10 0,10 7 6 6´ \A1;d 3/8" @ 0.15 X 1.60 F F F F \A1;0.45 0.45 \A1;D/2 \A1;D \A1;D/2 \A1;D \A1;D \A1;0.45 0.45 \A1;D/2 \A1;D \A1;D/2 \A1;D \A1;D 6 6 1.99 .24 .24 .15 .595 .695 \LNOTAS: 1. TODAS LAS MEDIDAS ESTAN DADAS EN METROS. 2. TODAS LAS MEDIDAS, ACOTAMIENTOS Y ELEMENTOS DE REPLANTEO TENDRAN QUE SER VERIFICADAS POR EL CONTRATISTA Y APROBADAS POR PDVSA. 3. LAS COORDENADAS ESTAN REFERIDAS AL SISTEMA U.T.M. (UNIVERSAL TRANSVERSAL MERCATOR) REGVEN M.C. 63ª. 4. EL RECUBRIMIENTO MINIMO ES DE 3cm Y 7.5cm CUANDO ESTE EN CONTACTO CON EL SUELO. \LCALIDAD DE LOS MATERIALRES:DE LOS MATERIALRES: \L 1. CONCRETO: f`c= 210 Kg/cm2 2. TUBERIAS DE ACERO AL CARBONO CLASE IV 3. ACERO DE REFUERZO: Fy= 4200 Kg/cm2 LEYENDA: D CONCRETO DIAMETRO DIMENCIONES DE LOS CABEZALES d a b c d e f g 3 X 36" 1.66 6.65 1.45 2.10 0.30 0.20 1.50 CORTE A-A CAPTACION ESC: S/E CORTE B-B DISIPADOR ALCANTARILLA ESC: S/E ALCANTARILLA 01 PROG: 0+206,93 ESC: S/E ALCANTARILLA 02 PROG: 0+383.58 ESC: S/E ALCANTARILLA 03 PROG: 0+988.65 ESC: S/E 1 2 DISIPADOR 3 X 36" 1.66 6.65 1.45 3.15 0.30 0.20 1.50 3 3 X 36" 1.66 6.65 1.45 2.10 0.30 0.20 1.50 DESPIECE DE ACERO EN ESCALONES ESC: S/E CORTE C-C DISIPADOR ALCANTARILLA ESC: S/E CORTE D-D DISIPADOR ALCANTARILLA ESC: S/E CORTE E-E DISIPADOR ALCANTARILLA ESC: S/E DESPIECE DE ACERO EN LAS ALETAS ESC: S/E PROG: 0+203.82 0+383.58 0+988.65 CORTE F-F ESC: S/E DESPIECE DE ACERO EN CABEZAL ESC: S/E ENROCADO O DISIPADOR DE ENERGÍA PROYECTADO: Ing. CARLOS GONZALEZ

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, kläranlage, plants, sewers, treatment plant