Stormwater Sewerage DWG Plan for AutoCAD

Stormwater Sewerage DWG Plan for AutoCAD

GENERAL PLAN ,NET TRIBUTARY AREAS, HALF SLOPE

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

transmitter, detail, transmitter, Elevation of, number of, Project data, Total project area: average slope: watertightness coefficient: precipitation intensity: project formula:, Thousands., sheet:, Fractionation: ranch, David cuevas panduro, Date of: April, Scale: letter, Sloping rainwater drainage, Ing. Alfredo enrique mendoza llerenas, Fractionation of type density, Sanitary engineering, University of colima faculty of civil engineering, civil Engineering, Symbology, number of, head of, manhole, water well, Well box, Well with, drop, Drop pit well of, Elevation of, Project data, Total project area: average slope: watertightness coefficient: precipitation intensity: project formula:, Thousands., sheet:, Fractionation: ranch, David cuevas panduro, Date of: March, scale:, Sewer system, Ing. Alfredo enrique mendoza llerenas, Fractionation of type density, Sanitary engineering, University of colima faculty of civil engineering, civil Engineering, Symbology, area of, area, Tax area, Collector boxes, Network trace, Project data, Total project area: average slope: watertightness coefficient: precipitation intensity: project formula:, Thousands., sheet:, Fractionation: ranch, David cuevas panduro, Date of: April, scale:, Sewage system, Ing. Alfredo enrique mendoza llerenas, Fractionation of type density, Sanitary engineering, University of colima faculty of civil engineering, civil Engineering, Symbology, Sellable area, Donation area

Raw text data extracted from CAD file:

A2=83,155.61m2 A3=52,931.51m2 A4=59,176.79m2 A5=63,567.96m2 A6=23,036.96m2 A7=36,411.08m2 A8=19,331.69m2 A1=24,654.25m2 A9 A10 A11 A12=11,314.68m2 A13 A20 A21 A22 A19=11,353.26m2 A18 A14=22,228.79m2 A15=26,925.58m2 A16=20,137.67m2 A17 A23 A24 A22=1,935.51m2 A23=2,827.91m2 A24=1,105.29m2 A13=3,271.42m2 A21=5,553.31m2 A17=9,670.38m2 A9=4,044.58m2 A10=4,058.53m2 A11=4,118.04m2 A20=5,640.55m2 A18=4,120.19m2 Emisor 1 2 3 4 5 6 7 12 11 10 9 8 14 15 13 118-9.16-91 125-7.44-107 8.48-5.8-122 56-5.8-122 62-5.18-152 82.61-4.8-152 49.68-3.4-152 86.23-4.5-91 84.78-4.5-91 94.1-5.21-91 7.71-4.35-91 95.17-10.5-76 62-10-76 101.88 104.49 100.80 103.32 102.75 99.36 102.75 99.04 101.94 98.26 101.07 97.77 100.58 97.26 100.45 98.43 100.78 98.81 100.98 99.30 101.47 99.48 101.47 100.93 103.00 101.55 103.51 100.64 99.41 98.59 98.16 100.48 99.33 97.75 96.50 100.58 97.43 98.04 100.58 97.43 8.12-2.5-152 99.71 7 14 3 4 11 10 Detalle 1 Detalle 1 Detalle 3 Detalle 2 Emisor 106.85 103.90 100.45 106.29 110.77 107.00 105.00 103.00 106.43 106.81 108.53 s1 s2 s3 s4 s5 s6 s7 s8 s9 s10 358.289 - 7.12 510.069 - 8.92 632.731 - 10.35 801.880 - 12.87 655.802 - 12.32 673.542 - 8.88 689.020 - 9.23 667.665 - 9.59 734.784 - 7.95 554.279 - 6.22 Longitud-Pendiente (m.-milés.) 100.000 - 2.00 103.90 Elevación de terreno_______________ s10 Número de pendiente_______________ DATOS DE PROYECTO Área total de proyecto: Pendiente media: Coeficiente de impermeabilidad: Intensidad de precipitación: Formula de Proyecto: \A2;500,571.54 m2 9.345 milés. 0.69167 82.038 mm/hr 0.21826 A^ (\S3#4;\H1.429x;) 1 Lámina: FRACCIONAMIENTO: \H2.051x;EL RANCHO DAVID CUEVAS PANDURO FECHA: \H1.5x;20 DE ABRIL DE 2012 ESCALA: CARTA ALCANTARILLADO PLUVIAL PENDIENTE MEDIA ING. ALFREDO ENRIQUE MENDOZA LLERENAS FRACCIONAMIENTO HABITACIONAL, UNIFAMILIAR, DE DENSIDAD MEDIA, TIPO H3-U INGENIERIA SANITARIA UNIVERSIDAD DE COLIMA \H0.75x; FACULTAD DE INGENIERIA CIVIL T T T T A A A A C C C C L L L L U U U U F F F F D D D D E E E E D D D D A A A A INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL N T O R N E E SIMBOLOGIA 101.07 98.16 100-2-45 7 Número de pozo___________________________ Emisor_________________________________ Colector_______________________________ Subcolector______________________________ Atarjea________________________________ Cabeza de atarjea___________________________ Pozo de visita común_______________________ Pozo de visita especial______________________ Pozo caja________________________________ Pozo caja de unión___________________________ Pozo caja de deflexión________________________ Pozo con caida___________________________ Caída escalonada___________________________ Pozo de caída escalonada a pozo de visita______ Elevación de terreno_______________________ Elevación de plantilla_______________________ Longitud-Pendiente-Diámetro_(m.-milés-cm.)__ DATOS DE PROYECTO Área total de proyecto: Pendiente media: Coeficiente de impermeabilidad: Intensidad de precipitación: Formula de Proyecto: \A2;500,571.54 m2 9.345 milés. 0.69167 82.038 mm/hr 0.21826 A^ (\S3#4;\H1.429x;) 3 Lámina: FRACCIONAMIENTO: \H2.051x;EL RANCHO DAVID CUEVAS PANDURO FECHA: \fVerdana|b0|i0|c0|p34;\H1.5x;2 DE MARZO DE 2012 ESCALA: \W7.30691; 1:1500 ALCANTARILLADO PLUVIAL PLANO GENERAL DE LA RED ING. ALFREDO ENRIQUE MENDOZA LLERENAS FRACCIONAMIENTO HABITACIONAL, UNIFAMILIAR, DE DENSIDAD MEDIA, TIPO H3-U INGENIERIA SANITARIA UNIVERSIDAD DE COLIMA \H0.75x; FACULTAD DE INGENIERIA CIVIL T T T T A A A A C C C C L L L L U U U U F F F F D D D D E E E E D D D D A A A A INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL N T O R N E E SIMBOLOGIA Área de donación_________________________ Área vendible__________________________ Área tributaria ______________ Cajas colectoras ___________________________ Traza de la red pluvial___________________ DATOS DE PROYECTO Área total de proyecto: Pendiente media: Coeficiente de impermeabilidad: Intensidad de precipitación: Formula de Proyecto: \A2;500,571.54 m2 9.345 milés. 0.69167 82.038 mm/hr 0.21826 A^ (\S3#4;\H1.429x;) 2 Lámina: FRACCIONAMIENTO: \H2.051x;EL RANCHO DAVID CUEVAS PANDURO FECHA: \H1.5x;20 DE ABRIL DE 2012 ESCALA: \W7.30691; 1:1500 ALCANTARILLADO PLUVIAL \fVerdana|b1|i0|c0|p34;\H1.071x;ÁREAS TRIBUTARIAS ING. ALFREDO ENRIQUE MENDOZA LLERENAS FRACCIONAMIENTO HABITACIONAL, UNIFAMILIAR, DE DENSIDAD MEDIA, TIPO H3-U INGENIERIA SANITARIA UNIVERSIDAD DE COLIMA \H0.75x; FACULTAD DE INGENIERIA CIVIL T T T T A A A A C C C C L L L L U U U U F F F F D D D D E E E E D D D D A A A A INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL N T O R N E E SIMBOLOGIA A18=4,120.19m2 Área vendible __________________________ Área de donación ______________________

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	areas, autocad, DWG, general, kläranlage, net, plan, sewerage, slope, stormwater, treatment plant