Sewerage System DWG Detail for AutoCAD

Contains Plant – Profiles – Structural Details

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

Zacapa, Teculutan, Invert quota, Heights of wells, do not. Well, Terrain quota, Exit invert quota, Well height, Mts, Mts, Mts, Mts, Mts, references, symbol, description, Indicates well of visit, Pvc pipe various diameters, Indicates housing, Flow direction, content:, draft:, drawing:, Sheet no., Location:, date:, design:, R.l.m., scale:, Indicated, observations:, Scale see:, profile, Scale hor:, R.l.m., Construction sanitary sewer system phase colony martial farmhouse door zacapa, Structural details profiles, April, Colony the vega village of coban de zacapa, Pv existing, Natural terrain profile, Pv existing, Mts, C.i.s., C.i.e., C.i.s., C.i.e., C.i.s., C.i.e., C.i.s., Mts p.v.c., scale:, General drainage network, graphic scale, Mts p.v.c., C.i.s., C.i.e., C.i.s., C.i.e., C.i.s., C.i.e., C.i.s., Concrete pipe, Variable diameter pvc pipe, Variable diameter pvc pipe, Concrete pipe, Concrete pipe joint, Variable invert, variable, scale, section, scale, Well plant, both of them, senses, ring, both senses, Iron puller:, scale, section, scale, Well cover plant, Hoops, Esl., T.c., scale, Detail of well broca, Flow direction, Terrain quota, Invert quota, departure, Tubes, entry, Invert quota, manhole, references, C.i.e., C.i.s., C.i.e., C.i.s., Invert quota, Quota invert exit, End of the project, Riblock pipe, Reinforced concrete box: electromal, Reinforced concrete cover: electromal, Reinforced concrete box: electromal, Corrugated rod auger, Base of electromalla of, venting, scale, Cash plant, scale, section, Take-off head, Riblock pipe, Riblock pipe box, Pipe installation riblock linear meters for drain pipe protection pipe

Raw text data extracted from CAD file:

ZACAPA TECULUTAN \A1;1.11 \A1;0.91 \A1;0.99 \A1;0.12 \A1;0.20 \A1;VARIABLE (VER COTA INVERT DE ENTRADA) \A1;VARIABLE \A1;0.95 \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.85 \A1;0.12 \A1;0.95 \A1;0.12 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.08 \A1;0.20 \A1;0.65 ALTURAS DE POZOS DE VISITA No. de Pozo Cota de Terreno Cota Invert de Salida Altura de Pozo PV – 01 99.51 96.74 2.77 mts PV – 02 97.32 96.16 1.16 mts PV – 03 96.64 95.76 0.88 mts PV – 04 95.27 94.27 1.00 mts PV – 05 93.67 92.41 1.26 mts REFERENCIAS SIMBOLO DESCRIPCION INDICA POZO DE VISITA TUBERIA PVC VARIOS DIAMETROS INDICA VIVIENDA DIRECCION DEL FLUJO \A1;0.15 \A1;0.72 \A1;0.08 \A1;0.80 \A1;0.25 \A1;0.55 \A1;1.00 \A1;1.00 \A1;0.10 \A1;0.8 \A1;0.10 \A1;0.10 \A1;0.8 \A1;0.10 \A1;0.95 \A1;0.55 CONTENIDO: PROYECTO: DIBUJO: HOJA No. UBICACIÓN: FECHA: DISEÑO: R.L.M. ESCALA: INDICADA 01 OBSERVACIONES: 01 095 100 094 ESCALA VER: 1:100 PERFIL 1 ESCALA HOR: 1:500 R.L.M. CONSTRUCCIÓN SISTEMA DE ALCANTARILLADO SANITARIO FASE III, COLONIA MARCIAL CASTAÑEDA, CASERÍO PUERTA DE GOLPE, TECULUTÁN, ZACAPA PLANTA, PERFILES Y DETALLES ESTRUCTURALES ABRIL – 2013 COLONIA LA COLINA, ALDEA VEGA DEL COBAN DE GOLPE, TECULUTAN, ZACAPA 096 097 098 099 0+000 0+023.45 0+055.75 0+074.33 0+084.98 0+144.90 PV – EXISTENTE PV – 01 PV – 02 PV – 03 PV – 04 PV – 05 092 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 091 0+023.45 0+055.75 0+074.33 0+084.98 090 093 0+144.90 PERFIL NATURAL DEL TERRENO PERFIL NATURAL DEL TERRENO PERFIL NATURAL DEL TERRENO CT = 099.99 PV – EXISTENTE CT = 099.51 PV – 01 CT = 097.32 PV – 02 CT = 096.64 PV – 03 CT = 095.27 PV – 04 CT = 093.67 PV – 05 h= 2.80 mts h= 2.77 mts h= 1.16 mts h= 0.88 mts h= 1.00 mts h= 1.26 mts CT = 099.66 CT = 098.60 CT = 096.78 CT = 096.12 CT = 095.11 CT = 094.84 CT = 093.77 C.I.S. 97.19 C.I.E. 96.84 C.I.S. 96.74 C.I.S. 96.16 C.I.E. 96.26 C.I.E. 95.86 C.I.S. 95.76 C.I.E. 94.67 C.I.S. 94.27 C.I.S. 92.51 23.45 MTS P.V.C. d 12″ 1.90% 32.30 MTS P.V.C. d 12″ 1.50% 10.65 MTS P.V.C. d 12″ 10.30% 59.92 MTS P.V.C. d 12″ 2.90% 18.58 MTS P.V.C. d 12″ 2.15% ESCALA: 1:500 RED GENERAL DE DRENAJE 0 5 10 20 30 50 100 0 5 10 20 30 50 100 ESCALA GRAFICA E-0 E-1 E-2 E-3 E-4 E-5 23.45 MTS P.V.C. d 12″ 1.90% 32.30 MTS P.V.C. d 12″ 1.50% 18.58 MTS P.V.C. d 12″ 2.15% 10.65 MTS P.V.C. d 12′” 10.30% 59.92 MTS P.V.C. d 12″ 2.90% C.I.S. 92.51 C.I.E. 94.67 C.I.S. 94.27 C.I.E. 95.86 C.I.S. 95.76 C.I.S. 96.16 C.I.E. 96.26 C.I.E. 96.84 C.I.S. 96.74 C.I.S. 97.19 A A’ TUBO DE CONCRETO d 36″ TUBO DE PVC DIAMETRO VARIABLE 1.11 0.91 TUBO DE PVC DIAMETRO VARIABLE TUBO DE PVC DIAMETRO VARIABLE TUBO DE CONCRETO d 36″ JUNTA O UNION DE TUBO DE CONCRETO d 36″ 0.99 0.12 0.20 VARIABLE (VER COTA INVERT DE ENTRADA) VARIABLE ESCALA 1/12.5 SECCION A-A` ESCALA 1/12.5 PLANTA DE POZO DE VISITA 0.95 0.04 0.08 0.12 0.12 0.12 0.12 0.12 0.08 0.04 C’ C Ø 1/2″ AMBOS SENTIDOS ARO Ø 1/2″ 0.04 0.08 0.12 0.12 0.12 0.12 0.12 0.08 0.04 0.04 0.04 0.12 0.03 0.04 0.03 0.85 0.03 Ø 1/2″ AMBOS SENTIDOS JALADOR Hierro: Ø 1/2″ ESCALA 1/10 SECCION C-C` ESCALA 1/10 PLANTA TAPADERA DE POZO 3 AROS Ø 1/2″ ESL. Ø1/4 @ 0.15 0.12 0.95 0.12 0.10 0.10 0.12 0.08 0.20 0.65 T.C. Ø 36″ ESCALA 1/10 DETALLE DE BROCAL DE POZO DIRECCION FLUJO COTA DE TERRENO 54.27m 6″ 1% 5 452.34 450.22 449 452 453 454 451 450 PV 42 450.48 COTA INVERT SALIDA LONGITUD(m) DIAMETRO(plg) PENDIENTE(%) TUBOS ENTRADA COTA INVERT PV 43 453.51 POZO DE VISITA REFERENCIAS C.I.E. C.I.S. PV – 1 C.I.E. C.I.S. COTA INVERT ENTRADA COTA INVERT SALIDA FINAL DEL PROYECTO 5 5 5 5 5 5 TUBERIA RIBLOCK d24″ CAJA DE CONCRETO ARMADO: ELECTROMALLA DE 15×15 TAPA DE CONCRETO ARMADO: ELECTROMALLA DE 15×15 CAJA DE CONCRETO ARMADO: ELECTROMALLA DE 15×15 AZA DE VARILLA CORRUGADA d3/8″ 1.00 1.00 5 0.8 5 5 0.8 5 5 BASE DE ELECTROMALLA DE 15 X 15 DESFOGUE P=1% 5 ESCALA 1/25 PLANTA DE CAJA ESCALA 1/25 SECCION C-C` CABEZAL DESALIDA DE TOMA TUBERIA RIBLOCK d24″ TUBERIA RIBLOCK d24″ TUBERIA RIBLOCK d24″ CAJA PARA TUBERIA RIBLOCK CAJA PARA TUBERIA RIBLOCK CAJA PARA TUBERIA RIBLOCK CAJA PARA TUBERIA RIBLOCK INSTALACION DE TUBERIA RIBLOCK d24″ 104.00 METROS LINEALES PARA ENCAUCE DE TOMA Y PROTECCION DE TUBERIA DE DRENAJE