Lines By Gravedad Conduction For Potable Water DWG Full Project for AutoCAD

Lines By Gravedad Conduction For Potable Water DWG Full Project for AutoCAD

Project supplay potable water by gravedad from Purandiro municipality – Michoacan

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

Notes, north, gap, gap, Driving line, location, Symbology, Cadence, River, gap, driving, Cline of, Plot boundary, Level curve, Catchment work, Regularizer tank, municipality:, Michoacan, country:, Mexico, Michoacan, state:, team members, Ventura huerta diego armando, date:, Supervision, Ing. Jose luis de la fuente severino, Trinidad garzon gabriel, Hernandez paloblanco antonio, key:, Topographical elevation, mileage, Driving line, New progress, Surface tank, Capturing box, pi., National Polytechnic Institute, Upper level of engineering architecture, Topographic plane of the line of conduction by gravity of the population of new progress, The azimuth of the line from the pickup box to the first inflection point is:, Total length of the line of gravity:, Highest elevation of population: m. S. N. M., Elevation of the tanqur: m. S. N. M. Tank height: m., Elevation of the catchment: m. S. N. M., M. S. N. M: meters above sea level, north, Elevations in m. S. N. M., Esc. Horizontal: esc. vertical:, profile, Esc. horizontal:, plant, classification, Piezometric elevation, V. D., V. and. to., Expulsion valve, Drain valve, of air, V. D., V. and. to., V. D., Regulator box, C. R., Pressure, A. C. Diam., Piezometric line, Static line, Piezometric line, to. C. Cement asbestos pipe

Raw text data extracted from CAD file:

NOTAS NORTE Y= 10200.00 X= 10400.00 X= 9800.00 X= 10000.00 X= 10200.00 X= 10400.00 X= 10600.00 X= 10800.00 X= 11000.00 X= 11200.00 X= 11400.00 X= 11600.00 BRECHA Y= 10000.00 0+000.00 0+265.17 0+416.55 0+623.61 0+756.42 0+962.60 1+193.19 1+361.87 1+980.00 2000 2100 2200 BRECHA BRECHA LINEA DE CONDUCCIÓN LOCALIZACION SIMBOLOGIA CADENAMIENTO RIO BRECHA CONDUCCION CLINEA DE LIMITE DE PARCELA CURVA DE NIVEL 1+361.872 2050 OBRA DE CAPTACION TANQUE REGULARIZADOR MUNICIPIO: PURUANDIRO, MICHOACAN PAIS: MEXICO MICHOACAN ESTADO: INTEGRANTES DEL EQUIPO 2: VENTURA HUERTA DIEGO ARMANDO FECHA: SUPERVISO: 03/03/04 ING. JOSE LUIS DE LA FUENTE SEVERINO TRINIDAD GARZON GABRIEL HERNANDEZ PALOBLANCO ANTONIO CLAVE: IPN-S-608 ELEVACION TOPOGRAFICA KILOMETRAJE 0 + 000.00 0 + 100.00 0 + 200.00 0 + 300.00 0 + 400.00 0 + 500.00 0 + 600.00 0 + 700.00 0 + 800.00 0 + 900.00 1 + 000.00 1 + 200.00 1 + 300.00 1 + 400.00 1 + 500.00 1 + 600.00 1+700.00 1+800.00 1+900.00 1 + 100.00 2125.70 2110.90 2095.71 2084.28 2072.66 2061.94 2048.75 2038.26 2030.91 2021.82 2015.82 1999.31 1996.77 1996.16 1994.36 1994.67 1993.71 1989.09 1985.00 2010.15 LINEA DE CONDUCCIÓN LINEA DE CONDUCCIÓN NUEVO PROGRESO (CASAS VIEJAS) X= 11800.00 2300 TANQUE SUPERFICIAL CAJA CAPTADORA P.I. P.I. P.I. P.I. P.I. P.I. P.I. 1+980.00 1980.00 0 + 265.17 2085.71 0 + 416.54 2072.50 0 + 623.61 2046.25 0 + 756.42 2035.45 0 + 962.60 2017.61 1 + 128.67 2001.15 1 + 361.87 1996.50 2140.00 2130.00 2120.00 2110.00 2100.00 2090.00 2080.00 2070.00 2060.00 2050.00 2040.00 2030.00 2020.00 2010.00 2000.00 1990.00 1980.00 INSTITUTO POLITECNICO NACIONAL ESCULA SUPERIOR DE INGENIERIA Y ARQUITECTURA PLANO TOPOGRAFICO DE LA LINEA DE CONDUCCION POR GRAVEDAD DE LA POBLACION DE NUEVO PROGRESO EL AZIMUT DE LA LINEA QUE VA DE LA CAJA DE CAPTACION AL PRIMER PUNTO DE INFLEXION ES: 358°01'20.61" LONGITUD TOTAL DE LA LINEA DE GRAVEDAD: 1980 M.* ELEVACION MAS ALTA DE LA POBLACION: 1960 M. S. N. M. ELEVACION DEL TANQUR: 1980 M. S. N. M. ALTURA DEL TANQUE: 3 M. ELEVACION DE LA OBRA DE CAPTACION: 2080 M. S. N. M. M. S. N. M: METROS SOBRE EL NIVEL DEL MAR NORTE ELEVACIONES EN M. S. N. M. ESC. HORIZONTAL: 1:2000 ESC. VERTICAL: 1:500 PERFIL ESC. HORIZONTAL: 1:2000 PLANTA CLASIFICACION ELEVACION PIEZOMETRICA V. D. V. D. V. D. V. E. A. V. E. A. V. E. A. V. E. A. VALVULA DE EXPULSION VALVULA DE DESAGUE DE AIRE V. D. V. D. V. D. V. D. V. E. A. V. E. A. V. E. A. V. E. A. V. D. CAJA REGULADORA DE C. R. PRESION TUBERIA CLASE A-5 A. C. DIAM. 8" TUBERIA CLASE A-7 A. C. DIAM. 6" TUBERIA CLASE A-5 A. C. DIAM. 10" TUBERIA CLASE A-7 A. C. DIAM. 8" LINEA PIEZOMETRICA LINEA ESTATICA LINEA ESTATICA LINEA PIEZOMETRICA 0+100.00 0+200.00 0+300.00 0+400.00 0+500.00 0+600.00 0+700.00 0+800.00 0+900.00 1+000.00 1+100.00 1+300.00 1+400.00 1+500.00 1+600.00 1+700.00 1+800.00 1+900.00 A. C. TUBERIA DE ASBESTO CEMENTO

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, conduction, distribution, DWG, fornecimento de água, full, kläranlage, l'approvisionnement en eau, lines, michoacan, municipality, potable, Project, supplay, supply, treatment plant, wasserversorgung, water