Line Driving And Adduction DWG Block for AutoCAD

Line Driving And Adduction DWG Block for AutoCAD

Set of planes that allows us to interpret a design line driving from a catchment to a reservoir; and then a line of adduction from the reservoir into a chamber pressure breaks during HYDRAULIC I course.

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

Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ing. Wilson e. Vargas vargas, Topographic, Calculation of frictional losses accessories, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ing. Wilson e. Vargas vargas, Water distribution, Water distribution, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Search by company:, M.s.n.m., flow, Reservoir, M.s.n.m., capacity, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc, Level curve each, Circular reservoir, Slope type catchment, Driving line adduction, Pvc sap pipe, Distribution networks, Pvc sap pipe, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, Water distribution network, mileage, ground, Quota, partial, distance, pipeline, Pvc pipe, Quotas, Line driving adduction, Elev:, Spring, Elev:, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ing. Wilson e. Vargas vargas, Plant profile, Design line driving adduction, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, Elev:, Project basics, Current population hab. Population of project hab. Endowment expenditure average daily expenditure maximum daily expenditure maximum schedule coefficient of variation daily coefficient of variation hourly source of supply spring type of system gravity, Symbology, Curve level, Master curve, Distribution tank storage, Pickup box, Feed pipe, knot, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ing. Wilson e. Vargas vargas, Plant open network profile, Open network design, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Quotas, Main network profile, Slope length, Ground level, pipeline, mileage, Quotas, pending, Ground level, pipeline, mileage, Quotas, Quotas, Pvc pipe, Elev:, Elev:, pending, Ground level, pipeline, mileage, Pvc pipe, pending, Ground level, pipeline, mileage, Pvc pipe, Elev:, Elev:, Elev:, Elev:, Pvc pipe, Stretch profile, Open plan floor plan, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is

Raw text data extracted from CAD file:

01 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO TOPOGRÁFICO \W9.97362; CÁLCULO DE LAS PÉRDIDAS POR FRICCIÓN Y ACCESORIOS 21/01/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 03 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;RED DISTRIBUCION DE AGUA \W9.46933; DISTRIBUCIÓN DE AGUA 11/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 770300 E 770400 E 770500 E 770600 E 770700 E 770800 E 770900 E 9189800 N 769900 E 770000 E 770100 E 770200 E 771000 E 771100 E 771200 E 771300 E 9189800 N 9189900 N 9190000 N 9190100 N 9190300 N 9190400 N 9189500 N 9190200 N 9189800 N 9189900 N 9190000 N 9190100 N 9190300 N 9190400 N 9189500 N 9190200 N 770300 E 770400 E 770500 E 770600 E 770700 E 770800 E 770900 E 769900 E 770000 E 770100 E 770200 E 771000 E 771100 E 771200 E 771300 E CAPTACION MANANTIAL PACHALANGA COTA = 3270.88 m.s.n.m. Caudal :1.61 L/seg. RESERVORIO COTA = 3210.13 m.s.n.m. Capacidad :5m3. A COTA=3185.31 B COTA=3168.79 G COTA=3130.26 D COTA=3138.86 F COTA=3104.50 E COTA=3115.31 C COTA=3146.77 R C L (C-R)=890.53 PVC ø: 2" L (R-A)=292.48 PVC ø: 2" L (A-B)=102.4 PVC ø: 2" L (B-D)=74.75 PVC ø: 1 1/2 " L (D-G)=109.15 PVC ø: 1 " L (D-E)=92.5 PVC ø: 1 " L (E-F)=38 PVC ø: 1 " L (B-C)=136.5 PVC ø:1" CURVA DE NIVEL CADA 2m. CURVA DE NIVEL CADA 10m. RESERVORIO CIRCULAR ESCALA:1/500 CAPTACIÓN TIPO LADERA \c2564301;LEYENDA LINEA DE CONDUCCIÓN Y ADUCCIÓN TUBERIA PVC SAP C-10 d 2" REDES DE DISTRIBUCIÓN TUBERIA PVC SAP C-10 d 1", 11/2" 3210 3210 m YES 3280 3210 m YES 3270 3210 m YES 3250 3210 m YES 3160 3210 m YES 3140 3210 m YES 3120 3210 m YES 3100 3210 m YES 3080 3210 m YES 3180 3210 m YES 3200 3210 m YES 3240 3210 m YES 3260 3210 m YES RED DISTRIBUCION DEL AGUA KILOMETRAJE TERRENO COTA PARCIAL DISTANCIA TUBERIA TUBERÍA PVC d 2 " COTAS 3270.88 3268.28 3267.49 3266.17 3259.30 3252.71 3247.08 3243.04 3235.15 3225.61 3216.05 3210.13 3205.73 3203.82 3196.06 3185.31 L=292.48m 0+000.00 L=890.53m 0+150.00 0+300.00 0+450.00 0+600.00 0+750.00 0+900.00 1+050.00 1+183.02 \c7222306;PERFIL LINEA CONDUCCION Y ADUCCION 3180 3190 3200 3210 3220 3230 3240 3250 3260 3270 3280 \A1;Prog. 0+000 ELEV: 3270.88 \W1.06568; \A1;Captación manatial \W1.06568; \A1;"Pachalanga" \A1;Prog. 0+228.32 ELEV: 3210.13 \A1;RESERVORIO 02 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO PLANTA Y PERFIL \W7.83000; DISEÑO LINEA CONDUCCIÓN Y ADUCCIÓN 11/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 3130 3130 m YES 3160 3160 m YES 3170 3170 m YES 3180 3180 m YES 3190 3190 m YES 3200 3200 m YES 3210 3210 m YES 3270 3270 m YES \A1;Prog. 1+183.02 ELEV: 3185.31 \A1;PUNTO A \c8991017;DATOS BASICOS DE PROYECTO POBLACION ACTUAL (2015) 718 Hab. POBLACION DE PROYECTO (2035) 893 Hab. DOTACIÓN 70 LTS/Hab/Día GASTO MEDIO DIARIO 0.5 L/s GASTO MAXIMO DIARIO 0.94 L/s GASTO MAXIMO HORARIO 1.45 L/s. COEFICIENTE DE VARIACION DIARIA 1.3 COEFICIENTE DE VARIACION HORARIA 2 FUENTE DE ABASTECIMIENTO MANANTIAL TIPO DE SISTEMA GRAVEDAD 9190600 N 9190700 N 9190900 N 9190800 N 9190600 N 9190700 N 9190900 N 9190800 N ESCALA:1/500 0 + 000 0 + 100 0 + 200 0 + 300 0 + 400 0 + 500 0 + 600 0 + 700 0 + 800 0 +900 1+000 1+100 1+183.02 SIMBOLOGÍA CURVA NIVEL CURVA MAESTRA TANQUE DE ALMACENAMIENTO Y DISTRIBUCION CAJA DE CAPTACION TUBERIA DE ALIMENTACION DE 2" (50.8 mm) NUDO "A" 01 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO PLANTA Y PERFIL RED ABIERTA \W7.28426; DISEÑO REDES ABIERTAS 25/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 9190600 N 9190700 N 9190900 N 9190800 N 9190600 N 9190700 N 9190900 N 9190800 N 0 + 000 0 + 200 0 + 400 0 + 600 0 + 800 1 + 000 1 + 200 1 + 400 1 + 600 1 + 800 2 + 000 2 + 198 0 + 200 0 + 400 0 + 590 0 + 200 0 + 400 0 + 490 0 + 200 0 + 397 COTAS PERFIL RED PRINCIPAL 3100 3150 3200 3250 3300 3350 3400 3450 3500 PENDIENTE Y LONGITUD COTA TERRENO TUBERIA KILOMETRAJE P=-10.34% L=615.24m P=-9.07% L=961.67m P=-29.61% L=620.83m 3464.45 3458.35 3451.82 3450.22 3437.47 3418.42 3402.30 3390.97 3385.54 3382.82 3379.06 3368.96 3354.30 3341.29 3331.93 3324.31 3310.47 3301.30 3282.22 3257.46 3225.61 3178.79 3126.77 COTAS 3360 3370 3380 3390 3410 PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-19.41% L=490.31m 3400.00 3404.01 3407.24 3408.09 3407.42 3404.98 3401.02 3396.75 3387.31 3376.91 3365.91 0+000.00 0+100.00 0+200.00 0+300.00 0+400.00 0+490.31 COTAS 3320 3330 3340 3350 3360 3370 3380 3390 3400 3410 3400.00 3400.66 3401.16 3398.11 3393.97 3388.44 3375.08 3365.32 3341.77 3321.23 0+000.00 0+100.00 0+200.00 0+300.00 0+400.00 0+500.00 0+590.00 COTAS 3260 3270 3280 3290 3300 3310 3320 0+000.00 0+150.00 0+300.00 0+450.00 0+600.00 0+750.00 0+900.00 1+050.00 1+200.00 1+350.00 1+500.00 1+650.00 1+800.00 1+950.00 2+197.74 TUBERÍA PVC d 400mm TUBERÍA PVC d 260mm TUBERÍA PVC d 160mm \A1;Prog. 2+197.74 ELEV: 3126.77 \A1;RESERVORIO "E" \A1;Prog. 0+000.00 ELEV: 3464.45 \A1;RESERVORIO "A" PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-17.95% L=590.90m TUBERÍA PVC d 211mm PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-11.84% L=397.24m TUBERÍA PVC d 117mm 3312.42 3314.85 3315.05 3309.74 3303.91 3295.84 3285.41 3275.84 3265.47 3315.76 0+000.00 0+050.00 0+100.00 0+150.00 0+200.00 0+250.00 0+300.00 0+350.00 0+397.23 \A1;Prog. 0+000.00 ELEV: 3126.77 \A1;Prog. 0+490.31 ELEV: 3365.91 \A1;RESERVORIO "B" \A1;Prog. 0+590.00 ELEV: 3321.23 \A1;RESERVORIO "C" \A1;Prog. 0+397.23 ELEV: 3265.47 \A1;RESERVORIO "D" 3400 \A1;NUDO "U\H0.92418x;1\H1.082x;" \A1;Prog. 0+000.00 ELEV: 3312.42 \A1;Prog. 0+000.00 ELEV: 3400.00 \A1;NUDO "U\H0.92418x;1\H1.082x;" \A1;NUDO "U\H0.92418x;2\H1.0821x;" \A1;NUDO "U\H0.92418x;2\H1.082x;" \A1;NUDO "U\H0.92418x;1\H1.082x;" TUBERÍA PVC d 290mm PERFIL TRAMO U\H0.66667x;1\H1.5x; - B PERFIL TRAMO U\H0.66667x;2\H1.5x; - D PERFIL TRAMO U\H0.66667x;1\H1.5x; - C 9191000 N 9190500 N 9191000 N 9190500 N 775300 E 775200 E 775100 E 775000 E 774900 E 774800 E 774700 E 774600 E 774500 E 774400 E 774300 E 774200 774100 E 774000 E PLANO EN PLANTA RED ABIERTA A B C E D U1 U2 COTA=3460.45 COTA=3365.91 COTA=3321.20 COTA=3265.47 COTA=3126.8 3460 3180 m YES 3125 3180 m YES 3110 3180 m YES 3325 3180 m YES 3300 3180 m YES 3430 3180 m YES 3320 3180 m YES 3140 3180 m YES 3125 3180 m YES 3125 3180 m YES 3340 3180 m YES

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

Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ingº. Wilson e. Vargas vargas, Topographic, Calculation of frictional losses accessories, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ingº. Wilson e. Vargas vargas, Water distribution, Water distribution, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Search by company:, M.s.n.m., flow, Reservoir, M.s.n.m., capacity, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc ø:, Pvc, Level curve each, Circular reservoir, Slope type catchment, Driving line adduction, Pvc sap pipe, Distribution networks, Pvc sap pipe, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, Water distribution network, mileage, ground, Quota, partial, distance, pipeline, Pvc pipe, Quotas, Line driving adduction, Elev:, Spring, Elev:, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ingº. Wilson e. Vargas vargas, Plant profile, Design line driving adduction, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, Elev:, Project basics, Current population hab. Population of project hab. Endowment expenditure average daily expenditure maximum daily expenditure maximum schedule coefficient of variation daily coefficient of variation hourly source of supply spring type of system gravity, Symbology, Curve level, Master curve, Distribution tank storage, Pickup box, Feed pipe, knot, Plotting scale, date of presentation, student, teacher, Contains, theme, Michel huber, Ingº. Wilson e. Vargas vargas, Plant open network profile, Open network design, Plan number, National university of cajamarca, Faculty of Engineering, Professional academic school of hydraulic engineering, Grar, Dad, lifetime, Cons, Fensa, national, college, From cajamarca, Quotas, Main network profile, Slope length, Ground level, pipeline, mileage, Quotas, pending, Ground level, pipeline, mileage, Quotas, Quotas, Pvc pipe, Elev:, Elev:, pending, Ground level, pipeline, mileage, Pvc pipe, pending, Ground level, pipeline, mileage, Pvc pipe, Elev:, Elev:, Elev:, Elev:, Pvc pipe, Stretch profile, Open plan floor plan, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is, And it is

Raw text data extracted from CAD file:

01 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO TOPOGRÁFICO \W9.97362; CÁLCULO DE LAS PÉRDIDAS POR FRICCIÓN Y ACCESORIOS 21/01/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 03 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;RED DISTRIBUCION DE AGUA \W9.46933; DISTRIBUCIÓN DE AGUA 11/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 770300 E 770400 E 770500 E 770600 E 770700 E 770800 E 770900 E 9189800 N 769900 E 770000 E 770100 E 770200 E 771000 E 771100 E 771200 E 771300 E 9189800 N 9189900 N 9190000 N 9190100 N 9190300 N 9190400 N 9189500 N 9190200 N 9189800 N 9189900 N 9190000 N 9190100 N 9190300 N 9190400 N 9189500 N 9190200 N 770300 E 770400 E 770500 E 770600 E 770700 E 770800 E 770900 E 769900 E 770000 E 770100 E 770200 E 771000 E 771100 E 771200 E 771300 E CAPTACION MANANTIAL PACHALANGA COTA = 3270.88 m.s.n.m. Caudal :1.61 L/seg. RESERVORIO COTA = 3210.13 m.s.n.m. Capacidad :5m3. A COTA=3185.31 B COTA=3168.79 G COTA=3130.26 D COTA=3138.86 F COTA=3104.50 E COTA=3115.31 C COTA=3146.77 R C L (C-R)=890.53 PVC ø: 2" L (R-A)=292.48 PVC ø: 2" L (A-B)=102.4 PVC ø: 2" L (B-D)=74.75 PVC ø: 1 1/2 " L (D-G)=109.15 PVC ø: 1 " L (D-E)=92.5 PVC ø: 1 " L (E-F)=38 PVC ø: 1 " L (B-C)=136.5 PVC ø:1" CURVA DE NIVEL CADA 2m. CURVA DE NIVEL CADA 10m. RESERVORIO CIRCULAR ESCALA:1/500 CAPTACIÓN TIPO LADERA \c2564301;LEYENDA LINEA DE CONDUCCIÓN Y ADUCCIÓN TUBERIA PVC SAP C-10 d 2" REDES DE DISTRIBUCIÓN TUBERIA PVC SAP C-10 d 1", 11/2" 3210 3210 m YES 3280 3210 m YES 3270 3210 m YES 3250 3210 m YES 3160 3210 m YES 3140 3210 m YES 3120 3210 m YES 3100 3210 m YES 3080 3210 m YES 3180 3210 m YES 3200 3210 m YES 3240 3210 m YES 3260 3210 m YES RED DISTRIBUCION DEL AGUA KILOMETRAJE TERRENO COTA PARCIAL DISTANCIA TUBERIA TUBERÍA PVC d 2 " COTAS 3270.88 3268.28 3267.49 3266.17 3259.30 3252.71 3247.08 3243.04 3235.15 3225.61 3216.05 3210.13 3205.73 3203.82 3196.06 3185.31 L=292.48m 0+000.00 L=890.53m 0+150.00 0+300.00 0+450.00 0+600.00 0+750.00 0+900.00 1+050.00 1+183.02 \c7222306;PERFIL LINEA CONDUCCION Y ADUCCION 3180 3190 3200 3210 3220 3230 3240 3250 3260 3270 3280 \A1;Prog. 0+000 ELEV: 3270.88 \W1.06568; \A1;Captación manatial \W1.06568; \A1;"Pachalanga" \A1;Prog. 0+228.32 ELEV: 3210.13 \A1;RESERVORIO 02 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO PLANTA Y PERFIL \W7.83000; DISEÑO LINEA CONDUCCIÓN Y ADUCCIÓN 11/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 3130 3130 m YES 3160 3160 m YES 3170 3170 m YES 3180 3180 m YES 3190 3190 m YES 3200 3200 m YES 3210 3210 m YES 3270 3270 m YES \A1;Prog. 1+183.02 ELEV: 3185.31 \A1;PUNTO A \c8991017;DATOS BASICOS DE PROYECTO POBLACION ACTUAL (2015) 718 Hab. POBLACION DE PROYECTO (2035) 893 Hab. DOTACIÓN 70 LTS/Hab/Día GASTO MEDIO DIARIO 0.5 L/s GASTO MAXIMO DIARIO 0.94 L/s GASTO MAXIMO HORARIO 1.45 L/s. COEFICIENTE DE VARIACION DIARIA 1.3 COEFICIENTE DE VARIACION HORARIA 2 FUENTE DE ABASTECIMIENTO MANANTIAL TIPO DE SISTEMA GRAVEDAD 9190600 N 9190700 N 9190900 N 9190800 N 9190600 N 9190700 N 9190900 N 9190800 N ESCALA:1/500 0 + 000 0 + 100 0 + 200 0 + 300 0 + 400 0 + 500 0 + 600 0 + 700 0 + 800 0 +900 1+000 1+100 1+183.02 SIMBOLOGÍA CURVA NIVEL CURVA MAESTRA TANQUE DE ALMACENAMIENTO Y DISTRIBUCION CAJA DE CAPTACION TUBERIA DE ALIMENTACION DE 2" (50.8 mm) NUDO "A" 01 Escala de Ploteo Fecha de Presentación ALUMNO DOCENTE CONTIENE TEMA CUEVA PORTAL MICHEL HUBER Ingº. WILSON E. VARGAS VARGAS \c2631124;PLANO PLANTA Y PERFIL RED ABIERTA \W7.28426; DISEÑO REDES ABIERTAS 25/02/2015 Nº PLANO \c4758291;INDICADA UNIVERSIDAD NACIONAL DE CAJAMARCA FACULTAD DE INGENIERIA ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA HIDRAULICA de la ve r grar dad de la a la vida Consa fensa C N U NACIONAL UNIVERSIDAD DE CAJAMARCA 9190600 N 9190700 N 9190900 N 9190800 N 9190600 N 9190700 N 9190900 N 9190800 N 0 + 000 0 + 200 0 + 400 0 + 600 0 + 800 1 + 000 1 + 200 1 + 400 1 + 600 1 + 800 2 + 000 2 + 198 0 + 200 0 + 400 0 + 590 0 + 200 0 + 400 0 + 490 0 + 200 0 + 397 COTAS PERFIL RED PRINCIPAL 3100 3150 3200 3250 3300 3350 3400 3450 3500 PENDIENTE Y LONGITUD COTA TERRENO TUBERIA KILOMETRAJE P=-10.34% L=615.24m P=-9.07% L=961.67m P=-29.61% L=620.83m 3464.45 3458.35 3451.82 3450.22 3437.47 3418.42 3402.30 3390.97 3385.54 3382.82 3379.06 3368.96 3354.30 3341.29 3331.93 3324.31 3310.47 3301.30 3282.22 3257.46 3225.61 3178.79 3126.77 COTAS 3360 3370 3380 3390 3410 PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-19.41% L=490.31m 3400.00 3404.01 3407.24 3408.09 3407.42 3404.98 3401.02 3396.75 3387.31 3376.91 3365.91 0+000.00 0+100.00 0+200.00 0+300.00 0+400.00 0+490.31 COTAS 3320 3330 3340 3350 3360 3370 3380 3390 3400 3410 3400.00 3400.66 3401.16 3398.11 3393.97 3388.44 3375.08 3365.32 3341.77 3321.23 0+000.00 0+100.00 0+200.00 0+300.00 0+400.00 0+500.00 0+590.00 COTAS 3260 3270 3280 3290 3300 3310 3320 0+000.00 0+150.00 0+300.00 0+450.00 0+600.00 0+750.00 0+900.00 1+050.00 1+200.00 1+350.00 1+500.00 1+650.00 1+800.00 1+950.00 2+197.74 TUBERÍA PVC d 400mm TUBERÍA PVC d 260mm TUBERÍA PVC d 160mm \A1;Prog. 2+197.74 ELEV: 3126.77 \A1;RESERVORIO "E" \A1;Prog. 0+000.00 ELEV: 3464.45 \A1;RESERVORIO "A" PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-17.95% L=590.90m TUBERÍA PVC d 211mm PENDIENTE COTA TERRENO TUBERIA KILOMETRAJE P=-11.84% L=397.24m TUBERÍA PVC d 117mm 3312.42 3314.85 3315.05 3309.74 3303.91 3295.84 3285.41 3275.84 3265.47 3315.76 0+000.00 0+050.00 0+100.00 0+150.00 0+200.00 0+250.00 0+300.00 0+350.00 0+397.23 \A1;Prog. 0+000.00 ELEV: 3126.77 \A1;Prog. 0+490.31 ELEV: 3365.91 \A1;RESERVORIO "B" \A1;Prog. 0+590.00 ELEV: 3321.23 \A1;RESERVORIO "C" \A1;Prog. 0+397.23 ELEV: 3265.47 \A1;RESERVORIO "D" 3400 \A1;NUDO "U\H0.92418x;1\H1.082x;" \A1;Prog. 0+000.00 ELEV: 3312.42 \A1;Prog. 0+000.00 ELEV: 3400.00 \A1;NUDO "U\H0.92418x;1\H1.082x;" \A1;NUDO "U\H0.92418x;2\H1.0821x;" \A1;NUDO "U\H0.92418x;2\H1.082x;" \A1;NUDO "U\H0.92418x;1\H1.082x;" TUBERÍA PVC d 290mm PERFIL TRAMO U\H0.66667x;1\H1.5x; - B PERFIL TRAMO U\H0.66667x;2\H1.5x; - D PERFIL TRAMO U\H0.66667x;1\H1.5x; - C 9191000 N 9190500 N 9191000 N 9190500 N 775300 E 775200 E 775100 E 775000 E 774900 E 774800 E 774700 E 774600 E 774500 E 774400 E 774300 E 774200 774100 E 774000 E PLANO EN PLANTA RED ABIERTA A B C E D U1 U2 COTA=3460.45 COTA=3365.91 COTA=3321.20 COTA=3265.47 COTA=3126.8 3460 3180 m YES 3125 3180 m YES 3110 3180 m YES 3325 3180 m YES 3300 3180 m YES 3430 3180 m YES 3320 3180 m YES 3140 3180 m YES 3125 3180 m YES 3125 3180 m YES 3340 3180 m YES

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	adduction, autocad, block, catchment, Design, distribution, driving, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, line, PLANES, reservoir, set, supply, treatment plant, wasserversorgung, water