Water Distribution Line DWG Block for AutoCAD

WATER SYSTEM

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

Ancash, Carlos fermin fitzcarrald, St nicolas, Chullapa, Indicated, Depart .:, Prov .:, Dist, local.:, Approved date:, Revised date:, Drawing date:, Design date:, scale, Sheet no, date:, Rev., Description from, reviewed by:, District municipality of san nicolas, Expansion of the potable water system of the district of San Sebastián province of carlos fermin fitzcarrald, longitudinal section, Longitudinal sections, Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Magnetic, Varied min mts, Of cultivation, Rocky, Classrooms, Future classrooms, sport slab, Classrooms, Reservoir, Design done critical sections, Sports field, matrix, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Reservoir, pipeline, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Section longitudinal section, Section s, pipeline, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Section longitudinal section, section, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Section longitudinal section, pipeline, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Section longitudinal section, Existing pipe, Pipe conduction, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Jaca rajra spring, Msnm, Reservoir, Crp, Msnm, Crp, Msnm, Purge point, Msnm, Reservoir, Msnm, Hillside pickup, Hydraulic gradient line, Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., Hard rock conglomerate, Reservoir, Msnm, Hydraulic gradient line, Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., Ct:, Cgh:, point, Ct:, Cgh:, Ct:, Cgh:, Ct:, Cgh:, Ct:, Cgh:, Hydraulic gradient line, Ct:, Cgh:, Hydraulic gradient line, Ct:, Cgh:, Ct:, Cgh:, Hydraulic gradient line, Ct:, Cgh:, Ct:, Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., Pipe type, Terrain quota, Type of terrain, Pipe dimension, Distance acc., conglomerate, conglomerate, conglomerate, conglomerate, conglomerate, legend, symbol, description, households, Water spring, Reservoir run, control valve, purge valve, Bm., Section longitudinal conduction reservoir uptake, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Ct:, Cgh:, point, Cgh:, Ct:, Cgh:, Ct:, legend, symbol, description, households, Water spring, Reservoir run, control valve, purge valve, Bm. Relative, pipeline, pipeline, pipeline, pipeline, pipeline, pipeline, pipeline, Magnetic north, Bed support material selected, Varied min mts, Fill with own material selected, Excavation trench detail, purge valve, control valve, purge valve, pipeline, Ancash, Carlos fermin fitzcarrald, St nicolas, Chullapa, Indicated, Depart .:, Prov .:, Dist, local.:, Approved date:, Revised date:, Drawing date:, Design date:, scale, Sheet no, date:, Rev., Description from, reviewed by:, District municipality of san nicolas, Expansion of the potable water system of the district of San Sebastián province of carlos fermin fitzcarrald ancash, plant, Plan in plan

Raw text data extracted from CAD file:

ANCASH CARLOS FERMIN FITZCARRALD SAN NICOLAS CHULLAPA INDICADA PA-02 DEPART.: PROV.: DIST.: LOCAL.: APROVADO : FECHA: REVISADO : FECHA: DIBUJo : FECHA: DISEÑO : FECHA: ESCALA : LAMINA Nº : FECHA: REV. DESCRIPC. DE REVISION\H1.062x;: REVISADO POR: MUNICIPALIDAD DISTRITAL DE SAN NICOLAS “MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE DEL CASERIO DE CHULLAPA, DISTRITO DE SAN NICOLAS, PROVINCIA DE CARLOS FERMIN FITZCARRALD – ANCASH” – SECCION LONGITUDINAL – SECCIONES LONGITUDINALES \H0.75x;ESC: 1/1000 DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR 1 MAGNETIC .40 VARIADO MIN = 0.5 mts .10 \T2.05;CULTIVO \T2.05;CULTIVO \T2.05;CULTIVO \T2.05;CULTIVO \T2.05;CULTIVO \T4;AREA DE CULTIVO \T2.05;ZONA ROCOSA 01 02 03 05 04 06 07 08 16 17 18 19 14 15 13 12 11 10 09 20 21 22 24 26 25 23 37 36 29 28 27 30 31 32 AULAS 34 33 FUTURA AULAS 35 38 39 40 47 46 45 42 41 43 LOSA DEPORTIVA AULAS RESERVORIO V=10 m3 44 \T4;QUEBRADA A DISEÑO REALIZADO A TRAMOS CRITICOS A-J, B-C, D-E, F-G, H-I B C F G H I J D E BM 01 CAMPO DEPORTIVA 3230 3240 3250 3260 3270 3280 3290 3300 3310 3320 3330 3340 3350 3360 3370 3380 3225.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 3370.92 3365.34 3358.59 3351.61 3345.31 3341.03 3335.78 3334.73 3329.35 3323.88 3318.91 3313.89 3308.91 3304.74 3303.09 3299.34 3294.99 3291.97 3286.40 3281.33 3275.59 3270.66 3265.66 3261.35 3257.01 3251.98 3249.56 3246.14 3242.80 3238.14 3233.79 3232.51 MATRIZ PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.002777134516225E+006 3225.000000000000 0.000000000000000 604.8089357044516 LEFT PEGLT PEGRT PDGL PDGR 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 3370.319 3364.679 3357.833 3350.994 3344.756 3340.499 3335.392 3334.130 3328.809 3323.391 3318.272 3313.294 3308.395 3304.166 3302.525 3298.863 3294.397 3294.397 3291.187 3285.739 3280.601 3275.450 3270.296 3265.141 3260.573 3256.516 3251.380 3248.995 3245.575 3242.155 3237.902 3233.191 A RESERVORIO CRP-7 Nº 01 CRP-7 Nº 02 3352 3360 3345.00 0+000 0+040 0+080 3350.70 3350.39 3350.04 3349.64 3348.95 3348.57 3348.49 TUBERIA A-B PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.003077058157764E+006 3345.000000000001 0.000000000000000 107.4399369931647 LEFT PEGLT PEGRT PDGL PDGR 3350.100 3349.709 3349.318 3348.927 3348.536 3348.145 3348.000 SECCION LONGITUDINA TRAMO B-C SECCION LONGITUDINA TUBERIA MATRIZ TRAMO A-J 3328 3336 3320.00 0+000 0+040 3339.83 3339.59 3338.37 3332.43 3327.68 TUBERIA D-E PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.003142796420890E+006 3320.000000000000 0.000000000000000 79.98082757183187 LEFT PEGLT PEGRT PDGL PDGR 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 3339.237 3339.001 3337.903 3332.286 SECCION LONGITUDINA TRAMO D-E 3304 3312 3320 3300.00 0+000 0+040 0+080 3309.29 3308.72 3308.64 3307.30 3306.24 3305.52 TRAMO F-G PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.003206402521469E+006 3300.000000000000 0.000000000000000 99.10785431040824 LEFT PEGLT PEGRT PDGL PDGR 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 3308.695 3308.452 3308.208 3306.729 3305.687 3305.058 SECCION LONGITUDINA TRAMO F-G 3280 3288 3296 3304 3312 3275.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 3303.57 3302.00 3299.59 3295.43 3292.00 3289.49 3287.53 3286.02 3285.31 3284.48 3283.65 3283.59 3283.75 3283.93 3283.84 3283.62 3283.03 3282.21 TUBERIA H-I PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.003293031605041E+006 3275.000000000000 0.000000000000000 326.8344515429206 LEFT PEGLT PEGRT PDGL PDGR 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 3302.975 3301.370 3299.022 3294.929 3291.490 3288.997 3286.996 3285.673 3284.802 3283.930 3283.059 3283.013 3283.186 3283.358 3283.234 3282.990 3282.469 3281.745 SECCION LONGITUDINA TRAMO H-I Tuberia Existente Q=1 l/sg 3368 3376 3384 3392 3400 3365.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 3387.00 3386.39 3385.71 3384.87 3383.98 3383.11 3382.02 3380.86 3379.90 3378.77 3377.16 3374.72 3372.75 3371.56 3371.34 3371.16 3371.13 tuberia conduccion PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.639544523075313E+005 9.003433341226500E+006 3365.000000000000 0.000000000000000 305.5255825690275 LEFT PEGLT PEGRT PDGL PDGR 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 3386.404 3385.650 3384.896 3384.142 3383.382 3382.341 3381.301 3380.260 3380.260 3379.213 3378.166 3376.510 3374.547 3372.584 3370.980 3370.782 3370.585 3370.530 PROG.= 0+00Km MANANTIAL JACA RAJRA COTA= 3387.4 msnm RESERVORIO B D CRP-7 Nº01 CRP-7 Nº02 F H J PROG.= 0+193Km CRP 06-Nº01 COTA= 3321 msnm PROG.= 0+415Km CRP 06-Nº01 COTA= 3271 msnm PROG.= 0+624Km PURGA PUNTO J COTA= 3232 msnm PROG.= 0+306.15 Km RESERVORIO COTA= 3371 msnm CAPTACION EN LADERA Presión=14.47 m hf=1.53m LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO PVC-SAP D=11/2″ , CL=10 L=414m TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. CONGLOMERADO CON 40% ROCA DURA PROG.= 0+306 Km RESERVORIO COTA= 3371 msnm LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. Presión=32.36 m hf=18.04m Presión=45.50 m hf=4.50m Presión=38.60 m hf=0.40 m CT: 3232 m CGH: 3270.6 m P: 38.60 m PUNTO : J CT: 3350.8 m CGH: 3361.03m P: 10.23 m CT: 3339.8 m CGH: 3356.68 m P: 16.88 m CT: 3309.4 m CGH: 3317.84m P: 8.44 m CT: 3305.5 m CGH: 3318.67 m P: 13.17 m LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO CT: 3350.8 m CGH: 3361.03m P: 10.23 m Presión=8.36 m hf=3.97 m LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO 3340 CT: 3339.8 m CGH: 3356.68 m P: 16.88 m 3344 3348 3352 3356 Presión=26.22 m hf=2.46 m CT: 3309.4 m CGH: 3317.84m P: 8.44 m Presión=11.67 m hf=8.44 m LINEA DE GRADIENTE HIDRAULICO LINEA DE GRADIENTE HIDRAULICO CT: 3305.5 m CGH: 3318.67 m P: 13.17 m 3316 3320 Presión=33.01 m hf=3.36 m CT: 3350.8 m CT: 3328 m CT: 3305.5 m CT: 3282.30 m TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. TIPO DE TUBERIA COTA DE TERRENO TIPO DE TERRENO COTA DE TUBERIA DISTANCIA ACUM. N 9002500.00 E 263200.00 N 9002500.00 E 263300.00 N 9002500.00 E 263400.00 N 9002500.00 E 263500.00 N 9002600.00 E 263600.00 N 9002500.00 E 263600.00 N 9002700.00 E 263700.00 N 9002600.00 E 263700.00 N 9002800.00 E 263600.00 N 9002900.00 E 263600.00 N 9002900.00 E 263400.00 N 9002800.00 E 263300.00 N 9002800.00 E 263200.00 N 9002800.00 E 263100.00 N 9002800.00 E 263000.00 N 9002700.00 E 263000.00 N 9002600.00 E 262900.00 N 9002700.00 E 262900.00 N 9002500.00 E 262900.00 N 9002800.00 E 262900.00 PVC-SAP D=1/2″ , CL=10 L=329 m CONGLOMERADO PVC-SAP D=1/2″ , CL=10 L=99 m CONGLOMERADO PVC-SAP D=1/2″ , CL=10 L=81 m CONGLOMERADO PVC-SAP D=1/2″ , CL=10 L=108 m CONGLOMERADO PVC-SAP D=3/4″ , CL=10 L=306m CONGLOMERADO PVC-SAP D=1/2″ , CL=10 L=306m LEYENDA SIMBOLO DESCRIPCION R Viviendas Manantial de Agua Reservorio a Ejecutar CRP- 06 CRP- 07 Valvula de Control Valvula de Purga BM. 42 41 43 44 SECCION LONGITUDINA CONDUCCION CAPTACION RESERVORIO CT: 3305.5 m CGH: 3318.67 m P: 13.17 m PUNTO : H CT: 3282.3 m CGH: 3315.31m P: 33.01m PUNTO : I CT: 3305.5 m CGH: 3317.17 m P: 11.67 m PUNTO : G CT: 3309.40 m CGH: 3317.84 m P: 8.44 m PUNTO : F CT: 3328 m CGH: 3354.22 m P: 26.22 m PUNTO : E CT: 3339.80 m CGH: 3356.68 m P: 16.88 m PUNTO : D CT: 3350.8 m CGH: 3361.03 m P: 10.23 m PUNTO : B CT: 3350.8 m CGH: 3359.16 m P: 8.36 m PUNTO : C CGH: 3359.16 m CGH: 3354.22 m CGH: 3317.17 m CGH: 3315.31 m CT: 3232 m CGH: 3270. 6 m CT: 3321 m CT: 3271 m LEYENDA SIMBOLO DESCRIPCION R Viviendas Manantial de Agua Reservorio a Ejecutar CRP- 06 CRP- 07 Valvula de Control Valvula de Purga BM. Relativos L=201m q=0.32 L/s TUBERIA PVC-SAP C-10 d 3/4″ L=223m q=0.14 L/s TUBERIA PVC-SAP C-10 d 3/4″ L=223m q=0.14 L/s TUBERIA PVC-SAP C-10 d 1/2″ L=329m q=0.03 L/s TUBERIA PVC-SAP C-10 d 1/2″ L=108m q=0.07 L/s TUBERIA PVC-SAP C-10 d 1/2″ L=81m q=0.06 L/s TUBERIA PVC-SAP C-10 d 1/2″ L=99m q=0.03 L/s TUBERIA PVC-SAP C-10 d 1/2″ NORTE MAGNETICO CAMA DE APOYO MATERIAl SELECIONADO 5 VARIADO MIN = 0.5 mts RELLENO CON MATERIAL PROPIO SELECCIONADO 5 DETALLE DE ZANJA DE EXCAVACION E=1:20 3375 3375 VALVULA DE PURGA VALVULA DE CONTROL VALVULA DE CONTROL VALVULA DE CONTROL VALVULA DE CONTROL VALVULA DE CONTROL VALVULA DE PURGA VALVULA DE PURGA VALVULA DE PURGA VALVULA DE PURGA 2 1 L=12.84m TUBERIA PVC-SAP C-10 d 1″ E 263000.00 E 263100.00 N 9002500.00 N 9002500.00 ANCASH CARLOS FERMIN FITZCARRALD SAN NICOLAS CHULLAPA INDICADA PA-01 DEPART.: PROV.: DIST.: LOCAL.: APROVADO : FECHA: REVISADO : FECHA: DIBUJo : FECHA: DISEÑO : FECHA: ESCALA : LAMINA Nº : FECHA: REV. DESCRIPC. DE REVISION\H1.062x;: REVISADO POR: MUNICIPALIDAD DISTRITAL DE SAN NICOLAS “MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE DEL CASERIO DE CHULLAPA, DISTRITO DE SAN NICOLAS, PROVINCIA DE CARLOS FERMIN FITZCARRALD – ANCASH – PLANTA – PLANO EN PLANTA \H0.7143x;ESC:1/1000