Sewer Executive Poyecto 531 Ml DWG Full Project for AutoCAD

Sewer Executive Poyecto 531 Ml DWG Full Project for AutoCAD

topographic survey was performed and calculation of average daily expenditure in maximum formulas based on HARMON AND MANNING Likewise the pipe diameter according to the number of inhabitants and the project area is thought project to solve the problem of stagnant rainwater because the land has high elevations in the chainage 0200 and currently project was conducted in its sole functionality

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

graphic scale, Network length, Project population, current population, Hab., Project data, endowment, Project area, he has., return period, years, Lps, medium, expenses:, input, minimum, Lps, Instantaneous, Lps, Extraordinary maximum, Lps, pumping, Sist. elimination, Harmon manning, Formulas, Runoff, Existing manifold, Greater special well, Well with fall, Depth of the well, Elevation of template, Elevation of ground, Project symbology, Headboard, Combined, system, Landfill site, Municipal network, Maximum, Speeds:, Minimum, Trench width, Template thickness, Pipe diameter, Trench data template, Topografico in August by staff of this decentralized agency., The planimetry corresponds to the survey carried out by the o.d.a.p.a.s. In August complemented by the uprising, The dimensions of land will be those indicated more height above sea level., In all sections of the network of atarjeas the one of the pipe will be of cm. Except where indicated otherwise., In the specifications of construction of potable water systems of the national water commission., For the installation of widths of filled templates the following guidelines must be followed, The statistical data as well as the project data are the responsibility of o.d.a.p.a.s., The information of the network of which it is consigned in this plane is a result of the information gathered from the plans, With the existing drainage network in the municipal head as well complemented with the survey carried out by the o.d.a.p.a.s., cut, Isometric wells for pipes, Cm. diameter, Common well, Head well, water well, Data box to build, Wells, Flattened with, mortar, Prop., General notes, Pumping frame, compacted fill, variable, variable, Excavation detail, N.p.t., Repositioning, Sand bed tezontle, diameter, Tube of cms, Concrete pipe, Excavation product, Tezontle stuffing, All dimensions are in meters without, Cut b ‘, With material in brena, Stabilization of template, Chamfers to the side, Top of the pipe, diameter, plant, Hydraulic concrete, Project collector, scale, Well of visit until of prof., water well, quantity, unity, Level trace, concept, Tezontle template, excavation, Excavation product fill, Tied up with tezontle, Quantities of work materials ml, Pza, Cover, M.l., Single concrete pipe of cm, Quantities of pipe, quantity, unity, concept, C. Insurgents west, C. Flowery field, C. progress, C. Vicente guerrero pte, C. Josefa ortiz, From dominguez, C. West angeles, C. South florid field, C. Allende pte, Plant set, B.n., C. Avila camacho, Prol. Avila camacho, filling, Well of visit until of prof., water well, strainers, Profile sewer network street field, Trawl height, Elevation of template, Cadence, Elevation of ground, Well of visit until of prof., water well, Polyethylene floor bench, High density heavy type, Avila camacho field florida south, Poor concrete template, binder, Asphaltic, prefabricated, step, Wall of, Cm. Coupled with, mortar, Prop., Flattened, Prop., Thickness min. Cm., Flattened, Prop., Concrete slab, concrete, Armed cm, height, variable, From p.e., Embossed brocade, Concrete fill

Raw text data extracted from CAD file:

25 10 5 0 ESCALA GRAFICA LONGITUD DE RED POBLACION DE PROYECTO POBLACION ACTUAL 318.60 HAB. 531.00 ML DATOS DE PROYECTO DOTACION 150/Lts./Hab./Dia AREA DE PROYECTO 2.124 Ha. PERIODO DE RETORNO 3 AÑOS 0.59 LPS MEDIO 112.5/Lts./Hab./Dia GASTOS: APORTACION MINIMO 0.29 LPS MAXIMO INSTANTANEO 2.34 LPS MAXIMO EXTRAORDINARIO 3.51 LPS BOMBEO SIST. ELIMINACION HARMON Y MANNING FORMULAS ESCURRIMIENTO COLECTOR EXISTENTE 25-0.3-122 1.56 (m) (miles) (cm) POZO ESPECIAL (DIAMETRO MAYOR A 61 CM) POZO CON CAIDA PROFUNDIDAD DEL POZO ELEVACION DE PLANTILLA LONGITUD-PENDIENTE-DIAMETRO ELEVACION DE TERRENO SIMBOLOGIA DE PROYECTO 30.966 35.33 POZO CABECERO COMBINADO SISTEMA SITIO DE VERTIDO RED MUNICIPAL 0.69 M/S MAXIMA VELOCIDADES: MINIMA 0.29 M/S 50 280 cm 350 cm 320 cm 213 cm 244 cm 183 cm 20 cm 17 cm 190 cm 250 cm 210 cm 122 cm 152 cm 107 cm 15 cm 130 cm 170 cm 150 cm 76 cm 91 cm 61 cm B (cm) C (cm) A (cm) ANCHO DE ZANJA ESPESOR DE PLANTILLA 90 cm 110 cm 85 cm 30 cm DIAMETRO DE TUBERIA 45 cm 38 cm 10 cm DATOS DE ZANJA Y PLANTILLA 10 cm 10 cm 13 cm 14 cm 27 cm 23 cm 34 cm 30 cm TOPOGRAFICO EN AGOSTO DEL 2009 POR PERSONAL DE ESTE ORGANISMO DESCENTRALIZADO. 4.- LA PLANIMETRIA CORRESPONDE AL LEVANTAMIENTO REALIZADO POR EL O.D.A.P.A.S. EN AGOSTO DE 1998 Y COMPLEMENTADO CON EL LEVANTAMIENTO 3.- LAS COTAS DE TERRENO SERAN LAS INDICADAS MAS LA ALTURA SOBRE NIVEL DEL MAR. 2.- EN TODOS LOS TRAMOS DE LA RED DE ATARJEAS EL ø DE LA TUBERIA SERA DE 30 CM. EXCEPTO DONDE SE INDIQUE UN ø DIFERENTE. EN LAS ESPECIFICACIONES DE CONSTRUCCION DE SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DE LA COMISION NACIONAL DEL AGUA. (CNA) 1.- PARA LA INSTALACION DE TUBERIAS, ANCHOS DE CEPA, PLANTILLAS Y RELLENOS SE DEBERAN SEGUIR LOS LINEAMIENTOS CONTENIDOS 7.- LOS DATOS ESTADISTICOS ASI COMO LOS DE PROYECTO SON RESPONSABILIDAD DEL O.D.A.P.A.S. 5.- LA INFORMACION DE LA RED DE ATARJEAS, QUE ESTA CONSIGNADA EN ESTE PLANO ES RESULTADO DE LA INFORMACION RECABADA DE LOS PLANOS CON LA RED DE DRENAJE EXISTENTE EN LA CABECERA MUNICIPAL ASI MISMO COMPLEMENTADA CON EL LEVANTAMIENTO REALIZADO POR EL O.D.A.P.A.S. - CORTE B-B'- ISOMETRICO POZOS DE VISITA SOBRE TUBERIAS DE 30 A 45 cm. DE DIAMETRO O B S E R V A C I O N E S 90 90 90 61 149 184 167 91 76 POZO COMUN POZO COMUN POZO CABEZA B A E POZO 2 3 1 CUADRO DE DATOS PARA CONSTRUIR LOS POZOS DE VISITA TIPO COMUN 300 335 318 H APLANADO CON MORTERO CEMENTO-ARENA PROP. 1:2 NOTAS GENERALES CARCAMO DE BOMBEO Relleno Compactado Variable 0.30 Variable 0.10 0.70 0.40 Detalle de Excavación N.P.T. N.P.T. REPOSICION DE Cama de Arena o Tezontle diametro Tubo de 30 cms TUBERIA DE CONCRETO PRODUCTO DE EXCAVACION RELLENO DE TEZONTLE 0.90 TODAS LAS ACOTACIONES SON EN METROS (DETALLES SIN ESCALA) CORTE B - B' 0.10 0.10 CON MATERIAL EN BRENA (revestimiento) ESTABILIZACION DE PLANTILLA 1.80 2.00 0.15 CHAFLANES HASTA LA PARTE SUPERIOR DE LA TUBERIA 1.20 1/2 Diametro B' B 0.10 0.30 S=5% S=5% - PLANTA - CONCRETO HIDRAULICO 531.00 COLECTOR PROYECTO S/ ESCALA 3.00 POZO DE VISITA HASTA 2.00 M DE PROF. POZO 477.90 47.79 1,231.31 849.98 274.30 CANTIDAD UNIDAD M3 M3 M3 M3 M2 TRAZO Y NIVELACION CONCEPTO PLANTILLA DE TEZONTLE EXCAVACION RELLENO PRODUCTO DE EXCAVACION ACOSTILLADO CON TEZONTLE CANTIDADES DE OBRA Y MATERIALES 448.24 ML 10.00 PZA BROCAL Y TAPA 531.00 M.L. TUBERIA DE CONCRETO SIMPLE DE 38 CM DE Ø CANTIDADES DE TUBERIA CANTIDAD UNIDAD CONCEPTO C. INSURGENTES PONIENTE . C. CAMPO FLORIDO C. PROGRESO C. VICENTE GUERRERO PTE C. JOSEFA ORTIZ DE DOMINGUEZ C. ANGELES PONIENTE. C. CAMPO FLORIDO SUR C. ALLENDE PTE PLANTA DE CONJUNTO 1 4 7 11 2 3 8 9 10 B.N. 100.00 97.60 99.82 2.22 97.70 100.18 2.48 97.80 100.59 2.79 C. AVILA CAMACHO PROL. AVILA CAMACHO 6.66 - 1.5 - 38 66.66 - 1.5 - 38 66.66 - 1.5 - 38 87.50 - 1.5 - 38 88 - 1.5 - 38 48.75 - 1.5 - 38 48.75 - 1.5 - 38 28 - 1.5 - 38 RELLENO 3.00 POZO DE VISITA HASTA 3.00 M DE PROF. POZO 8.00 COLADERAS 6 5 10 - 1.5 - 38 20 - 1.5 - 38 97.8985 101.6301 3.7315 97.9285 101.645 3.7165 97.9705 101.573 3.6024 97.9855 101.508 3.5224 98.1167 100.6984 2.5817 98.2487 100.2468 1.998 98.3219 99.8549 1.533 98.395 99.895 1.50 PERFIL TOPOGRAFICO, RED DE ALCANTARILLADO CALLE CAMPO FLORIDO, COTA DE ARRASTRE ELEVACION DE PLANTILLA CADENAMIENTO (m) (km + m) 99.82 ELEVACION DE TERRENO (m) (m) 97.60 0+0.00 1 100.00 2.22 99.00 98.00 97.00 101.00 102.00 0+20.00 0+40.00 0+60.00 0+80.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+531.00 0+540.00 100.18 97.70 0+66.66 2 2.48 100.59 97.80 0+133.32 3 2.79 101.6301 97.8985 4 3.7315 101.645 97.9285 3.7165 0+248.00 101.573 97.9705 3.6024 0+345.50 100.6984 98.1167 2.5817 0+258.00 101.508 97.9855 3.5224 99.895 98.395 1.50 0+433.50 100.2468 98.2487 1.998 0+482.25 99.8549 98.3219 1.533 5 6 7 8 9 10 11 4.00 POZO DE VISITA HASTA 4.00 M DE PROF. POZO COLADERA DE BANQUE Y PISO DE POLIETILENO ALTA DENCIDAD TIPO PESADO AVILA CAMACHO Y CAMPO FLORIDO SUR PLANTILLA DE CONCRETO POBRE \A1;5 CM d \A1;210 \A1;150 \A1;30 \A1;30 CARPETA ASFALTICA PREFABRICADO ESCALON MURO DE TABIQUE DE 28 cm. JUNTEADO CON MORTERO CEMENTO-ARENA PROP. 1:3 APLANADO DE CEMENTO-ARENA PROP. 1:2 ESPESOR MIN. DE 1 cm. APLANADO DE CEMENTO-ARENA PROP. 1:3 LOSA DE CONCRETO CONCRETO F'C= 250 KG/CM2 ARMADO V·4 @ 15 CM S=5% S=5% \A1;20 50 CM ALTURA H \A1;25 VARIABLE \A1;30 \A1;150 d 76-107 DE P.E.A.D. BROCAL GRAVADO \A1;15 CM RELLENO DE CONCRETO F'C=200 KG/CM2

Language	Spanish
Drawing Type	Full Project
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, average, based, calculation, DWG, executive, formulas, full, instalação sanitária, installation sanitaire, maximum, performed, Project, sanitärinstallation, sanitary installation, sewer, survey, topographic, urban infrastructure