Septic Tank, Well And Tank Absorption DWG Block for AutoCAD

Septic Tank, Well And Tank Absorption DWG Block for AutoCAD

drainage system and water storage.

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

Chest, registry, network, general, Siphon, Chest, Tlf, elevator, Column of, do not., its T., column, unscaled, Detail of tank, unscaled, Tank entrance, tank, box, sewer system, net, entry, title, do not., do not., job program:, filename, File location, drawing:, calculation:, date:, draft:, scale:, Vo.bo. architect, Geoengineering, Indicated, Geoengineering, Revision no, fact, Revision no, fact, Autocad, Library accessories.dwg, big, Vo.bo. Engineer, Company address, business:, Geoengineering, Street kaminaljuyú area, library, draft, Observations modifications, Lighting symbology, Electric tube, Indicated recessed in floor, indicated, Indicated recessed in slab, Tw indicated, indicated, Electric tube, Caliber return line, Tw caliber live line, indicated, Tw gauge bridge line, Neutral line tw caliber, symbol, meaning, Simple switch, Triple switch, S.n.p.t., Ceiling, Column of, do not., its T., sill, unscaled, Of die-cut alumina lime. White, quantity:, Type: metal, Smooth gray anticorrosive paint, With square gray corrosion-proof paint tube, Column type, unscaled, Double lamp, Comes from ptar, Outlet for pump, scale, detail, According to the slope of the soil, According to the slope of the land, scale, P.v.c. Diam. from, Absorption well plant, Concrete cover, Brick broadside tayuyo tip, scale, Earth, White sand, P.v.c. Diam. from, Dust, stone, Yellow sand, Talpetate, mud, Organic earth, Absorption shaft section, Detail of slab reinforcement for septic tank cover, P.v.c. Diam, do not., Esc., scale, its T., Coronation beam, Note: the rods beyond the bend of tension. Separation baston is from mts. Less indication contrary to the structure tension will be no. Unless otherwise indicated, P.v.c. Diam. from, do not., Reinforcements of diam. its T. Diam., Sage, Elbow of diam., Ventilation diam., P.v.c. Diam, Septic tank plant, Covering with sabieta of, Elbow of diam., scale, P.v.c. Diam. from, Septic tank section, Diam. both senses, Ventilation pipe p.v.c. Diam., See detail of slab reinforcement for septic tank cover, Diam., P.v.c. Diam. from, Solera diam. its T. Diam., Minimum variable depth, scale, detail, Diam, Diam, Diam., P.v.c. Diam. from, Esc., Drop box plant, curtain, Sage, do not. both senses, curtain, rack, concrete, curb, Block of, From sabieta, Block of, Sage, departure, Tube p.v.c., Esc., Box cut, Niv Street, Esc., Box plant type ii, Sage, Tube p.v.c. indicated, Type II Cash Cut, Esc., entry, departure, Sage, Block of, do not. both senses, Register box plant, Sage, Esc., Cash register, Block of, Sage, Esc., Ventilation pipe p.v.c. Diam., Septic tank section, Diam., Diam., Diam, Diam., Minimum variable depth, Solera diam. its T. Diam., P.v.c. Diam. from, Go well of absocrion, scale, According to the slope of the land, Esc., Cash register plant c.r, Block of, Sage, Cash register, Esc., Sage, Sage, Metal grid female, Sage, Block of, Esc., Cut box with grid cs, Grid projection, Esc., Box plant with grid cs, departure, elbow, tee, elbow, Input tube p.v.c. Comes from kitchen lavatrastos, Intake tube, tube, Sage, Box cut fat trap c.t.g, Esc., Esc., Grease trap box plant c.t.g, Diam. both senses, scale, Septic tank section, P.v.c. Diam. from, Solera diam. its T. Diam., P.v.c. Diam, P.v.c. Diam. from, Sage, Solera diam. its T. Diam., Minimum variable depth, P.v.c. Diam. from, Elbow of diam., scale, Septic tank plant, Ventilation pipe p.v.c. Diam., See detail of slab reinforcement for septic tank cover, Diam., Diam, detail, Diam., Covering with sabieta of, Reinforcements of diam. its T. Diam., Ventilation diam., Mexquitic river, av. revolution, Sierra de san miguelito, Port alvarado, Galeana, Good boy, Street of the, Morelos, Damian carmona, Corregidora, Alvaro Obregon, gentleman, Patricio jimenez, Priv. Patricio jimenez, Priv. Damian carmona, youth, Priv. Hill, visual, Big hill, Hill of the cross, av. Bell tower hill, Hill of the mine, av. Golden ridge, Priv. Capulin, black mouth, Francisco gonzalez, Stone fence, Block fence, Visual dam border, Ignacio Allende, Warrior, Bard, to the zoo, close, path, of the camera, close, Mexquitic river, close, stream, ford, Fence, fuel station, close, Camellon, gap, Aldama, highway, Priv. youth, Benito Juarez, visual, San luis plan, Pilar garcia, close, hillside, of the, Hill, highway, Jaime nuno, Brown water, the beach, Zacatecas, the organs, The blackberries, San Luis Potosi, Drain, water channel, River, Mexican, Alvaro abregon, River, Mexican, Perforated concrete pipes, Vrs., slab, scale:, Connecting beam no. its T. do not., Beam no. its T. do not., cabbage. do not.

Raw text data extracted from CAD file:

a a d d p c n i i i u M I M á s c e r c a d e T i o 12mm o 14mm o 16mm o 18mm o 20mm TE TG ARQUETA REGISTRO A LA RED GENERAL SIFONICA ARQUETA PR o 100mm o 125mm o 150mm o 200mm o 250mm 0.05 % 0.1 % 2x18W 2x36W 2x58W 1x18W 1x36W 1X58W 4x18W TV TLF N ASCENSOR COLUMNA C-3 DE 0.15 x 0.15 4 No. 3 Est. No.2 @ 0.15 5 5 COLUMNA SIN ESCALA 5 0.10 0.025 0.025 0.025 1.60 S V-2 ( 1.00) 1 DETALLE DE BY-PASS DE TANQUE SIN ESCALA ENTRADA 1 TANQUE TANQUE VC VC VC CAJA ROMPE-PRESION DRENAJE A RED ENTRADA TITULO No. E-Mail: No. Programa de Trabajo: Nombre de Archivo Ubicacion de Archivo Dibujo: Calculo: Fecha: Proyecto: Escala: Vo.Bo. Arquitecto GEOingeniería Indicada -- / -- / `--. ------------------ GEOingeniería GEOingeniería Revision No geoingeniería@hotmail.com Dato Revision No Dato AutoCAD 2004 Biblioteca Accesorios.dwg (GEOingenieria_ grande (C) :/hector.ibañez) Vo.Bo. De Ingeniero Dirección de la Empresa Empresa: GEOingeniería 5ta Calle "A" 26-11 Zona 7 KaminalJuyú 1 BIBLIOTECA PROYECTO Observaciones y Modificaciones SIMBOLOGÍA DE ILUMINACIÓN TUBO ELÉCTRICO d3/4" O INDICADO EMPOTRADO EN PISO O INDICADO INDICADO EMPOTRADO EN LOSA TW O INDICADO O INDICADO TUBO ELÉCTRICO d3/4" O LÍNEA DE RETORNO CALIBRE 12 LÍNEA VIVA CALIBRE 12 TW O INDICADO LÍNEA DE PUENTE CALIBRE 12 TW LÍNEA NEUTRAL CALIBRE 12 TW SÍMBOLO SIGNIFICADO INTERRUPTOR SIMPLE INTERRUPTOR TRIPLE H=1.20 S.N.P.T. H=1.20 S.N.P.T. S 1,2,3 S PLAFONERA COLUMNA C-3 DE 0.15 x 0.15 4 No. 3 Est. No.2 @ 0.15 SOLERA S-1 SIN ESCALA \A1;1.50 \A1;1.90 \A1;1.50 \A1;1.90 \A1;0.90 \A1;0.85 \A1;0.15 \A1;1.35 \A1;0.15 \A1;2.78 \A1;2.70 \A1;Lamina de 10' Troquelada Aluzinc Cal. 26 Blanca \A1;0.90 \A1;0.90 \A1;0.90 1,00 1,00 \A1;1.50 \A1;0.15 \A1;0.20 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.80 \A1;1.01 \A1;1.01 \A1;0.39 \A1;0.39 \A1;0.80 \A1;0.15 \A1;0.80 \A1;0.80 \A1;1.01 \A1;0.39 \A1;0.39 \A1;1.01 0,90 2,10 1,00 \A1;1.12 \A1;1.00 \A1;0.60 \A1;2.45 \A1;2.25 \A1;2.25 \A1;0.35 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.50 \A1;1.90 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 P01 0.90 CANTIDAD: 1 TIPO: METÁLICA -5088.105655376382 -5088.105655376382 -5088.105655376382 \A1;LAMINA LISA DE \S3/64;\H1.4286x;" + Pintura Anticorrosiva Gris \A1;REJILLA CON Tubo cuadradado de 1 \S1/4;\H1.4286x;" x 1 \H0.7x;\S1/4;\H1.4286x;" + Pintura Anticorrosiva Gris \A1;Pasador de \S1/2;\H1.4286x;" P01 0.90 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 COLUMNA TIPO C-2 SIN ESCALA -5088.105655376382 -5088.105655376382 -5088.105655376382 -5088.105655376382 LAMPARA DOBLE -5088.105655376382 -5088.105655376382 S 0.15 0.15 0.10 0.10 VIENE DE PTAR \W7.45238; SALIDA - CONEXION \W9.83333; PARA BOMBA 0.25 3.00 0.12 0.78 2.30 1.85 1.62 2.30 1.85 1.62 0.49 0.53 0.49 0.53 0.49 0.75 0.49 0.75 A 123 A 230 ESCALA 1:100 DETALLE .89 2.30 1.26 0.60 0.52 1.56 2.62 0.15 1.52 0.15 \A1;.08 0.60 \A1;.3 \A1;.90 \A1;.185 \A1;.185 \A1;1.27 0.40 .50 \A1;.1 0.80 \A1;.1 0.81 2.10 0.42 0.42 0.42 0.42 0.42 0.52 0.86 0.60 0.40 0.60 0.40 .50 \A1;.1 0.80 \A1;.1 0.81 0.11 1.56 1.52 0.11 0.10 1.81 1.62 1.61 0.10 1.91 3.26 0.10 1.13 0.28 1.81 4.49 0.10 0.35 0.35 0.35 0.35 1.73 0.18 \A1;0.18 1.67 4.23 1.49 2.70 1.13 0.48 0.20 \A1;.15 \A1;.01 \A1;.4 \A1;.01 \A1;.1 \A1;.01 \A1;.2 \A1;.1 \A1;.2 \A1;.01 \A1;.15 \A1;1.34 \A1;.4 \A1;.01 \A1;.4 \A1;.81 \A1;0.07 \A1;0.07 \A1;.05 \A1;VARIABLE DE ACUERDO A LA PENDIENTE DEL TERENO \A1;0.15 \A1;0.40 \A1;0.01 \A1;0.20 \A1;0.01 \A1;0.15 \A1;0.77 \A1;0.40 \A1;0.01 \A1;0.20 \A1;0.01 \A1;0.15 \A1;0.77 \A1;0.40 \A1;0.01 \A1;0.15 \A1;0.40 \A1;0.01 \A1;0.15 \A1;0.56 \A1;0.56 \A1;VARIABLE \A1;0.10 \A1;0.57 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.10 \A1;.56 \A1;.05 \A1;VARIABLE DE ACUERDO A LA PENDIENTE DEL TERRENO \A1;.05 \A1;.24 \A1;.26 \A1;0.45 \A1;0.47 \A1;0.63 ESCALA 1/30 P.V.C. DIAM. DE 6" -150.2984430996612 -150.2984430996612 -150.2984430996612 -150.2984430996612 -150.2984430996612 -150.2984430996612 -150.2984430996612 -150.2984430996612 A -150.2984430996612 -150.2984430996612 -150.2984430996612 PLANTA DE POZO DE ABSORCION TAPADERA DE CONCRETO BROCAL DE LADRILLO TAYUYO DE PUNTA ESCALA 1/30 TIERRA -146.0018433120277 -146.0018433120277 -146.0018433120277 -146.0018433120277 -146.0018433120277 ARENA BLANCA P.V.C. DIAM. DE 6" POLVILLO PIEDRA ARENA AMARILLA TALPETATE BARRO TIERRA ORGANICA -146.0018433120277 SECCION A-A DE POZO DE ABSORCION -146.7179923032115 DETALLE DE ARMADO DE LOSA PARA TAPADERA FOSA SEPTICA -146.7179923032115 P.V.C. DIAM 6" VC-1 VC-1 VC-1 VC-1 No. 3 @ 0.15 ESC. 1/20 ESCALA 1/30 -146.7179923032115 4 No.3, + EST. No.2 @ 0.15 VIGA DE CORONACION VC-1 -146.7179923032115 NOTA: -PROLONGAR LOS BASTONES A 0.30 MAS ALLA DEL DOBLEZ DE TENSION. -LA SEPARACION ENTRE:RIEL,TENSION Y BASTON ES DE 0.20 mts. A MENOS INDICACION CONTRARIA -PARA LA ESTRUCTURA (RIEL, TENSION Y BASTON) SERA No. 3 A MENOS QUE SE INDIQUE LO CONTRARIO P.V.C. DIAM. DE 6" VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 No. 3 @ 0.15 -146.7179923032115 -146.7179923032115 -146.7179923032115 -146.7179923032115 REFUERZOS DE 4 DIAM. 3/8" EST. DIAM. 1/4" @0.15 -151.1547662141041 SABIETA CODO A 90 DE DIAM. 6" VENTILACION DIAM. 1/2" P.V.C. DIAM 6" -151.1547662141041 -151.1547662141041 -151.1547662141041 PLANTA DE FOSA SEPTICA A RECUBRIMIENTO CON SABIETA DE 7mm. CODO A 90 DE DIAM. 6" -151.1547662141041 ESCALA 1/30 P.V.C. DIAM. DE 6" SECCION A-A DE FOSA SEPTICA -146.038325868494 -146.038325868494 -146.038325868494 DIAM. 3/8" @ 0.25 AMBOS SENTIDOS TUBERIA DE VENTILACION P.V.C. DIAM. 1/2" -146.038325868494 -146.038325868494 -146.038325868494 VER DETALLE DE ARMADO DE LOSA PARA TAPADERA FOSA SEPTICA VC-1 -146.038325868494 -146.038325868494 -146.038325868494 -146.0383258684982 DIAM. 1/2" @ 0.15 P.V.C. DIAM. DE 6" SOLERA 4 DIAM. 3/8" EST. DIAM. 1/4" @ 0.20 PROFUNDIDAD VARIABLE MINIMO 0.45 -146.038325868494 ESCALA 1/30 -146.038325868494 VC-1VER DETALLE DIAM 3/8" @ .0.15 -146.038325868494 DIAM 3/8" @ .0.15 DIAM 3/8" @ .0.15 DIAM. 3/8" @ 0.15 -146.038325868494 -146.038325868494 -146.038325868494 -146.038325868494 -146.038325868494 -146.038325868494 -146.038325868494 P.V.C. DIAM. DE 6" -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 ESC. 1/20 PLANTA CAJA No.3 TRAGANTE CORTINA SABIETA SABIETA SABIETA A A -142.1757614266545 -142.1757614266545 -142.1757614266545 -142.1757614266545 4 No. 2 AMBOS SENTIDOS CORTINA REJILLA CONCRETO BORDILLO BLOCK DE 0.15x0.20x0.40 -139.6465225719302 -139.6465225719302 -139.6465225719302 -139.6465225719302 -139.6465225719302 -139.6465225719302 0.015 DE SABIETA 0.015 DE SABIETA BLOCK DE 0.15x0.20x0.40 -139.6465225719302 -139.6465225719302 -139.6465225719302 -139.6465225719302 -139.6465225719302 SABIETA SALIDA TUBO P.V.C. Ø 8" ESC. 1/20 CORTE A-A CAJA No.3 TRAGANTE NIV. CALLE -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 -142.3700832259985 ESC. 1/10 PLANTA DE CAJA TIPO II A A SABIETA -140.7105127083183 -140.7105127083183 -140.7105127083183 TUBO P.V.C. Ø INDICADO CORTE A-A DE CAJA TIPO II ESC. 1/10 ENTRADA SALIDA SABIETA BLOCK DE 0.15x0.20x0.40 4 No. 2 AMBOS SENTIDOS -140.7105127083183 -140.7105127083183 -140.7105127083183 -140.7105127083183 PLANTA DE CAJA REGISTRO C.R1 -142.319722770093 -142.319722770093 A A SABIETA -142.319722770093 -142.319722770093 -142.319722770093 -142.319722770093 -142.319722770093 -142.319722770093 ESC. 1/10 CORTE A-A DE CAJA REGISTRO C.R1 BLOCK DE 0.15x0.20x0.40 -141.1389267236618 -141.1389267236618 -141.1389267236618 SABIETA -141.1389267236618 -141.1389267236618 -141.1389267236618 ESC. 1/10 -140.5667232071348 TUBERIA DE VENTILACION P.V.C. DIAM. 1/2" SECCION A-A DE FOSA SEPTICA -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 DIAM. 3/8" @ 0.25 -140.5667232071348 -140.5667232071348 DIAM. 3/8" @ 0.15 DIAM 3/8" @ .0.15 DIAM 3/8" @ .0.15 DIAM. 1/2" @ 0.15 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 PROFUNDIDAD VARIABLE MINIMO 0.45 SOLERA 4 DIAM. 3/8" EST. DIAM. 1/4" @ 0.20 P.V.C. DIAM. DE 6" -140.5667232071348 -140.5667232071348 VA A POZO DE ABSOCRION ESCALA 1/30 -140.5667232071348 -140.5667232071348 -140.5667232071348 -140.5667232071348 \A1;0.51 \A1;0.62 \A1;0.61 \A1;.61 \A1;.62 \A1;0.28 \A1;0.30 \A1;0.51 \A1;0.05 \A1;0.05 \A1;VARIABLE DE ACUERDO A LA PENDIENTE DEL TERRENO \A1;0.40 \A1;0.01 \A1;0.10 \A1;0.40 \A1;0.01 \A1;0.10 \A1;0.10 \A1;0.01 \A1;0.40 \A1;0.01 \A1;0.10 \A1;0.20 \A1;0.01 \A1;0.40 \A1;0.63 \A1;0.84 \A1;0.15 \A1;0.32 \A1;0.14 \A1;0.13 \A1;0.61 \A1;0.11 \A1;0.05 \A1;0.05 \A1;.4 \A1;.01 \A1;.2 \A1;.1 \A1;.01 \A1;.4 \A1;.01 \A1;.1 \A1;0.05 \A1;0.42 \A1;0.10 \A1;.1 \A1;0.17 \A1;0.61 \A1;0.51 \A1;0.17 -147.2346936002464 -147.2346936002464 ESC. 1/10 PLANTA DE CAJA REGISTRO C.R A A -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 -147.2346936002464 BLOCK DE 0.10x0.20x0.40 -147.2346936002464 -147.2346936002464 -147.2346936002464 SABIETA CORTE A-A DE CAJA REGISTRO C.R ESC. 1/10 SABIETA -147.2114906859397 -147.2114906859397 -147.2114906859397 SABIETA B -147.2114906859397 REJILLA DE METAL HEMBRA 1"x1"X1/8" SABIETA SABIETA BLOCK DE 0.10x0.20x0.40 -147.2114906859397 -147.2114906859397 -147.2114906859397 ESC. 1/10 CORTE B-B DE CAJA CON REJILLA CS B PROYECCION REJILLA -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 -147.2114906859397 ESC. 1/10 PLANTA DE CAJA CON REJILLA CS -146.9590932368247 SALIDA CODO 90° TEE CODO 90° TUBO DE ENTRADA P.V.C. Ø 2" a 4" VIENE DE LAVATRASTOS DE LA COCINA -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 TUBO DE ENTRADA Ø 4" (VIENE DE LAVATRASTOS) TUBO SABIETA SABIETA CORTE C-C DE CAJA TRAMPA DE GRASA C.T.G ESC. 1/10 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 ESC. 1/10 PLANTA DE CAJA TRAMPA DE GRASA C.T.G C C -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 -146.9590932368247 0.60 0.86 .50 0.40 0.81 \A1;.1 0.80 0.60 0.20 2.92 0.10 1.73 0.18 1.13 0.48 1.81 1.52 0.15 0.15 0.15 2.92 0.15 0.15 1.31 1.16 DIAM. 3/8" @ 0.25 AMBOS SENTIDOS 0.1000000000001364 2.920000000000016 ESCALA 1/30 SECCION A-A DE FOSA SEPTICA P.V.C. DIAM. DE 6" SOLERA 4 DIAM. 3/8" EST. DIAM. 1/4" @ 0.20 1.520000000000039 P.V.C. DIAM 6" P.V.C. DIAM. DE 6" SABIETA 0.1800000000000068 1.729999999999848 SOLERA 4 DIAM. 3/8" EST. DIAM. 1/4" @ 0.20 PROFUNDIDAD VARIABLE MINIMO 0.45 5 A P.V.C. DIAM. DE 6" CODO A 90 DE DIAM. 6" CODO A 90 DE DIAM. 6" ESCALA 1/30 PLANTA DE FOSA SEPTICA 1.810000000000002 TUBERIA DE VENTILACION P.V.C. DIAM. 1/2" 0.1981581821843292 0.4839847830376129 1.127857034778003 VER DETALLE DE ARMADO DE LOSA PARA TAPADERA FOSA SEPTICA VC-1 0.6000000000000227 0.80499999999995 0.1000000000000227 0.8050000000000068 DIAM. 3/8" @ 0.15 DIAM 3/8" @ .0.15 DIAM 3/8" @ .0.15 VC-1VER DETALLE 0.4047429652218284 5 0.8558570347781824 DIAM. 1/2" @ 0.15 0.6000000000000227 2.920000000000016 5 0.1499999999999773 RECUBRIMIENTO CON SABIETA DE 7mm. 1.160000000000025 1.310000000000002 0.1499999999999773 5 REFUERZOS DE 4 DIAM. 3/8" EST. DIAM. 1/4" @0.15 VENTILACION DIAM. 1/2" 240210001013-3 240210001014-8 240210001010-A 240210001012-9 240210001013-3014 240210001013-3008 240210001013-3006 240210001013-3011 240210001013-3012 240210001013-3009 240210001013-3010 240210001013-3013 240210001013-3002 240210001013-3004 240210001013-3001 240210001013-3015 240210001014-8001 240210001014-8002 240210001014-8006 240210001014-8009 240210001014-8004 240210001014-8010 240210001014-8005 240210001014-8012 240210001014-8007 240210001010-A014 240210001010-A016 240210001010-A012 240210001010-A007 240210001010-A024 240210001010-A008 240210001010-A002 240210001010-A001 240210001010-A022 240210001010-A018 240210001010-A025 240210001010-A020 240210001010-A021 240210001010-A010 240210001010-A009 240210001010-A011 240210001010-A006 240210001010-A023 240210001010-A003 240210001010-A004 240210001010-A015 240210001010-A026 240210001010-A027 240210001012-9006 240210001012-9002 240210001012-9003 240210001012-9004 240210001012-9001 240210001012-9007 RIO MEXQUITIC AV. REVOLUCION SIERRA DE SAN MIGUELITO PUERTO ALVARADO GALEANA B.JUAREZ CALLE DE LA MORELOS DAMIAN CARMONA CORREGIDORA ALVARO OBREGON HIDALGO PATRICIO JIMENEZ PRIV. PATRICIO JIMENEZ PRIV. DAMIAN CARMONA JUVENTUD PRIV. CERRO VISUAL CERRO GRANDE CERRO DE LA CRUZ AV. CERRO DEL CAMPANARIO CERRO DE LA MINA AV. LOMA DORADA PRIV. CAPULIN BOCANEGRA FRANCISCO GONZALEZ BARDA DE PIEDRA BARDA DE BLOCK VISUAL ORILLA DE LA PRESA IGNACIO ALLENDE GUERRERO S/N BARDA AL ZOOLOGICO CERCA CERCA S/N CAMINO S/N DE LA CAMARA CERCA CERCA RIO MEXQUITIC CERCA S/N ARROYO VADO S/N BARDA DE GASOLINERA CERCA CAMELLON BRECHA ALDAMA CARRETERA PRIV. JUVENTUD BENITO JUAREZ VISUAL PLAN DE SAN LUIS PILAR GARCIA PILAR GARCIA CERCA S/N LADERA DEL CERRO CARRETERA 240210001013-3016 240210001 S/N S/N JAIME NUNO A AGUA PRIETA A LA PLAYA A ZACATECAS A LOS ORGANOS A LOS ORGANOS A LAS MORAS A SAN LUIS POTOSI A SAN LUIS POTOSI S/N S/N ESCURRIDERO CANAL DE RIEGO CANAL DE RIEGO RIO MEXQUITC PRESA ALVARO ABREGON RIO MEXQUITC \A1;2.92 \A1;2.77 \A1;2.62 \A1;2.92 \A1;2.77 \A1;2.62 1.00 0.07 2.00 0.08 0.70 0.70 0.08 0.08 0.60 0.60 0.35 0.60 0.10 0.85 0.10 0.85 0.10 2.00 0.08 0.10 0.86 0.09 0.86 0.10 2.00 0.07 0.86 0.07 0.70 0.70 0.70 0.80 0.10 1.05 0.10 0.10 1.20 1.00 0.10 1.20 0.25 1.55 0.10 0.10 0.10 1.20 1.00 1.20 0.10 0.10 1.20 1.00 0.15 0.10 0.10 0.10 1.20 1.00 1.20 0.25 1.55 1.00 2.00 0.60 0.60 0.60 6 TUBOS DE CONCRETO PERFORADO d=30" 0.18 0.80 0.18 0.12 0.80 0.18 0.12 0.18 0.35 12.00 VRS. 1.00 VRS. 0.10 0.60 0.07 0.08 0.70 0.60 0.10 0.08 0.80 0.08 0.08 0.10 0.10 0.10 0.85 0.10 0.85 0.10 2.00 0.10 0.85 0.10 0.85 0.10 2.00 0.10 0.80 0.10 1.00 1.25 1.25 0.35 0.70 0.07 1.15 0.80 \A1;11.14 \A1;5.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.82 \A1;4.76 \A1;4.00 \A1;1.41 \A1;1.41 \A1;1.62 \A1;11.14 \A1;5.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.82 \A1;4.76 \A1;4.00 \A1;1.41 \A1;1.41 \A1;1.62 0.10 0.10 0.39 0.10 0.39 0.10 0.00 1.55 0.10 2.06 1.65 1.96 1.60 \A1;5.00 \A1;11.14 \A1;1.82 \A1;4.76 \A1;4.00 2.06 1.65 0.10 1.75 0.10 0.39 0.10 0.39 0.10 0.49 0.00 0.00 1.55 0.10 1.96 1.60 0.39 0.39 0.10 \A1;1.00 \A1;0.10 \A1;0.62 \A1;0.07 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.05 \A1;0.60 \A1;1.00 5 5 5 5 5 5 5 A B 1 2 5 5 5 Ø 3/8" @ 0.20 5 5 5 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 Ø 3/8" @ 0.20 LOSA ESCALA: 1/25 \W2.55376; VIGA CONECTORA \W4.19662; 0.15 x 0.20 4 No. 4 + EST. No. 2 @ 0.15 m \W2.03740; VIGA 0.15 X \W2.03740; 0.20 \W0.37073; 4 No. 4 + EST. \W0.37073; No. 2 @ 0.10 m COL. 0.25 x 0.25 4 No. 4 + EST. No. 2 @ 0.10 m \W0.65661; HACIA LINEA DE \W1.72803; DISTRIBUCION \W5.58125; LLAVE DE PASO TANQUE ELEVADO ESCALA: 1/25 \W1.47661; ZAPATA 0.25 X 0.90 X \W1.47661; 0.90 \W3.71470; No. 4 EN AMBOS \W3.71470; SENTIDOS \W6.40518; @ 0.10 m Ø 3/8" @ 0.10 m Ø 3/8" @ 0.10 m Ø 3/8" @ 0.10 m Ø 3/8" @ 0.10 m 5 5 5 A B 5 5 5 2 1 MUROS ESCALA: 1/25 BLOCK DE 0.14 X 0.19 X 0.39 PIN DE 3/8" + CONCRETO CERNIDO + ALISADO \W0.84542; C-II \W0.84542; C-II \W0.84542; C-II \W0.84542; C-II \W0.65495; C-I \W0.65495; C-I \W0.65495; C-I \W0.65495; C-I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.10506; CAMARA DE SEDIMENTACION ALISADO DE CONCRETO ALISADO DE CONCRETO ALISADO DE CONCRETO ALISADO DE CONCRETO \W3.82480; BLOCK DE \W1.96766; 0.10 X 0.20 X \W1.96766; 0.40 \W1.11854; Ø 4" \W1.11854; Ø 4" JALADOR REVESTIDO \W0.50757; HIERRRO DE 3/8" JALADOR REVESTIDO \W0.50757; HIERRRO DE 3/8" \W3.82480; BLOCK DE \W1.96766; 0.10 X 0.20 X \W1.96766; 0.40 BLOCK DE 0.10 X 0.20 X 0.40 SECCION A-A ESCALA: 1/15 TAPA DE FOSA ESCALA: 1/15 5 5 5 5 5 5 5 5 5 5 5 5 JALADOR REVESTIDO \W0.50757; HIERRRO DE 3/8" JALADOR REVESTIDO \W0.50757; HIERRRO DE 3/8" 5 5 5 BLOCK DE 0.10 X 0.20 X 0.40 5 5 5 5 5 5 5 BLOCK DE 0.10 X 0.20 X 0.40 BLOCK DE 0.10 X 0.20 X 0.40 5 5 5 5 5 5 5 5 5 5 5 2 No. 3 + ESL. No. 2 @ 0.15 m 5 PUERTA METALICA 2 No. 3 + ESL. No. 2 @ 0.15 m LOSA DE CONCRETO + ELECTROMALLA 6" x 6" 4/4 PISO DE CONCRETO ANCLAJE \W0.60484; ANCLAJE PUERTA METALICA PLANTA DE CASETA DE BOMBA ESCALA: 1/15 C CORTE C-C ESCALA: 1/15 5 5 5 5 5 5 PUERTA METALICA 5 5 CORTE C-C ESCALA: 1/15 CORTE C-C ESCALA: 1/15 CORTE C-C ESCALA: 1/15 \W3.20030; MOJON DE CONCRETO \W2.47567; TAPA 1 VIENE DE BODEGA \W1.24742; Ø 4" \W1.24742; Ø 4" \W2.33282; TAPA 2 5 5 5 5 5 FOSA SEPTICA \W3.20030; MOJON DE CONCRETO MOJON DE CONCRETO 6 TUBOS DE CONCRETO PERFORADO d=30" 5 5 5 5 5 5 5 5 \W8.13314; TAPA \W2.20457; 6 No. 3 EN AMBOS \W2.20457; SENTIDOS \W1.58552; @ 0.10 m t=0.12 m \W6.94266; BROCAL 2 No. 3 CORRIDOS + 20 ESLABONES No. 2 @ 0.15 \W6.13314; t=0.12 m \W6.72838; JALADOR \W4.44266; HIERRO No. 4 \W3.41885; LONG = 0.90 m 5 12.00 VRS. 1.00 VRS. \W2.60274; GRAVA O \W2.60274; PIEDRIN \W2.60274; TRITURADO DE \W2.60274; 21/2" 5 5 5 5 5 5 ALISADO DE CONCRETO JALADOR REVESTIDO \W0.50757; HIERRRO DE 3/8" BLOCK DE 0.10 X 0.20 X 0.40 CORTE B-B ESCALA: 1/15 5 5 \W3.82480; BLOCK DE \W1.96766; 0.10 X 0.20 X \W1.96766; 0.40 5 CORTINA 5 5 5 5 A A A VIENE DE BODEGA HACIA POZO DE ABSORCION A 5 5 5 5 5 5 ALISADO DE CONCRETO ALISADO DE CONCRETO ALISADO DE CONCRETO ALISADO DE CONCRETO \W1.11854; Ø 4" \W1.11854; Ø 4" 5 5 5 5 5 5 5 5 5 5 \W3.82480; BLOCK DE \W1.96766; 0.10 X 0.20 X \W1.96766; 0.40 BLOCK DE 0.10 X 0.20 X 0.40 PLANTA ESCALA: 1/15 A B B \W0.67084; BROCAL DE CONCRETO \W0.60471; PROYECCION DE TUBO DE \W0.60471; CONCRETO PERFORADO \W0.60471; Ø=30" \W1.11854; Ø 4" A A 5 \W0.15327; TUBO DE CONCRETO \W0.15327; PERFORADO @ 0.10 \W0.15327; m Ø=30" 1.25 \W2.07091; BROCAL \W0.36879; TAPA REDONDA \W8.79896; TAPA \W2.87039; 6 No. 3 EN AMBOS \W2.87039; SENTIDOS \W2.25135; @ 0.10 m t=0.12 m \W6.67723; BROCAL 2 No. 3 CORRIDOS + 20 ESLABONES No. 2 @ 0.15 \W5.86770; t=0.12 m \W7.39420; JALADOR \W1.58468; HIERRO No. 4 LONG = \W1.58468; 0.90 m 5 \W4.84098; TAPA \W3.65050; BROCAL TAPA DE POZO ESCALA: 1/15 \W0.50704; JALADOR REVESTIDO \W1.05466; HIERRRO DE 3/8" 7 No. 3 @ 0.10 m \W3.58952; EN AMBOS \W3.58952; SENTIDOS 5 5 5 5 VIENE DE BODEGA CORTE A-A ESCALA: 1/15 PLETINA "L" DE 1/8" DE 6 " X 2" COSTANERA 4" 2" 2" 4" x 4" x 2" x 1/8" 6" DE COSTANERA DE 1/2" 2" 2" COSTANERAS 3" 1" 2" 1" 1" 4" JUNTA DETALLE FIJACION DE COSTANERAS CORTE C-C ESCALA: 1/15 CORTE C-C ESCALA: 1/15 A 5 B C D 1 2 3 4 5 5 5 5 5 5 5 COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" 5 5 5 5 5 LAMINA DE ZINC CAL 28 -10 ft LAMINA DE ZINC CAL 28 -10 ft A 5 B C D 1 2 3 4 5 5 5 5 5 5 5 COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" COSTANERA 4" X 2" 5 5 5 5 5 LAMINA DE ZINC CAL 28 -10 ft LAMINA DE ZINC CAL 28 -10 ft Lamina Labrada de 1/4" COSTANERA DE 6" x 2" x 1/16" x 6 Mts LAMINA DE ZINC COSTANERA 6 * 2 COLUMNA 15* 15 TANQUE CISTERNA O 1.11 TANQUE CISTERNA UNIDO CON SOLDADURA TAPADERA DE TANQUE CISTERNA TAPADERA DE TANQUE CISTERNA COSTANERA 6 * 2 UNIDO CON SOLDADURA UNIDO CON SOLDADURA UNIDO CON SOLDADURA 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION ELEVACION ESCALA. 1: ESCALA. 1: PLANTA TANQUE CISTERNA ESCALA. 1: A 5 B C D 1 2 3 4 5 5 5 5 TUBO PVC. TEE 90 O TEE 90 O CODO 90 O 3/4 VIENE DE CISTERNA ENTERRADA A B LAMINA DE ZINC 1/4" PLATINA DE 1/4" COSTANERA DE 6 x 2 DETALLE DE UNION COSTANERA CON COLUMNA LAMINA DE ZINC COSTANERA 6 * 2 COLUMNA 15* 15 TANQUE CISTERNA O 1.11 COSTANERA 6 * 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B COSTANERA 6 * 2 \A1;0.16 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.16 \A1;0.09 5 5 5 TANQUE CISTERNA TAPADERA DE TANQUE CISTERNA 1 2 CAJA DE CONCRETO PREFABRICADA SUBE \A1;SOLDADURA DE \S3/4;" \W5.58125; LLAVE DE PASO DETALLE DE CAJA DE CONCRETO PREFABRICADA COSTANERA 6 * 2 \A1;SOLDADURA DE \S3/4;" \A1;SOLDADURA DE \S3/4;" \A1;SOLDADURA DE \S3/4;" \A1;LAMINA DE ZINC CAL 28 - 10 ft \A1;1.62 0.40 DETALLE DE UNION COSTANERA CON LA LAMINA \A1;COLUMNA \A1;VER DETALLE DE UNION LAMINA DE ZINC VER DETALLE DE UNION CODO DE 90 \A1;TUBO PVC 3/4 TEE DE 90 \A1;PLANILLA DE AGUA 2,500 Lts COSTANERA DE 6" x 2" x 1/16" x 6 Mts Tipo Doble "C" BAJA \A1;Llave de Paso de \S3/4;" \W3.08125; Tapadera de Concerto \W3.08125; Armado DETALLE DE CAJA DE LADRILLO TAYUYO COSTANERA DE 6" x 2" x 1/16" x 6 Mts Tipo Doble "C" COSTANERA DE 6" x 2" x 1/16" x 6 Mts Tipo Doble "C" Lamina Labrada de 1/4" TANQUE CISTERNA 2,500 Lts \W3.53363; \A1;Varillas No.3 @ 0.10 \W5.31098; \A1;Llave de Paso de \A1;\C3;\S3/4;\A1;" \W4.71570; \A1;Reducidor de \A1;\C3;\S3/4;\A1;" - 3" 5 5 5 5 \W1.16575; \A1;Base de Concreto 1.00 x 0.80 \W1.16575; \A1;mts \W4.14194; \A1;Adaptador Macho de 3" 5 5 5 5 5 5 5 5 5 5 5 \A1;Ladrillo Tayuyo de \A1;0.06 x 0.11 x \A1;0.23 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W3.53363; \A1;Varillas No.3 @ 0.10 \W4.17649; \A1;en ambos sentidos DETALLE DE CAJA DE LADRILLO TAYUYO \W9.44849; \A1;Planta \W8.07889; \A1;Elevacion 5 5 5 5 \W2.53363; Caja de Ladrillo tayuyo \W3.58125; de 0.60 x 1.00 mts \W5.58125; LLAVE DE PASO \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;" \A1;Tuberia Pvc \S3/4;"

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Elevator, Car Parking Lot
Tags	absorption, autocad, block, drainage, DWG, kläranlage, septic, storage, system, tank, treatment plant, trench, water