Driving Network Drinking Water Pipe In Sector Motupe – Chiclayo – La Libertad DWG Block for AutoCAD

In this folder are the files for the topographic work in the sector Motupe deChiclayo district – freedom. The work consisted of a tour to the grid matrix starting from the catchment to the property

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

name, pbase, pvgrid, pegct, pfgct, pegc, Pegla, pegr, pfgc, pgrid, pgridt, right, Pegla, pegrt, pdgl, pdgr, eje, pegct, pvgrid, pegct, pfgct, pegc, Pegla, pegr, pfgc, pgrid, pgridt, RIGHT, Pegla, pegrt, pdgl, pdgr, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Stand by, For student, Plant general, escala, Leyenda, Curvas de nivel, Line tuberia, Sentido de flujo, Válvulas de purga, Válvulas de aire, Cota terreno, Cota sub rasante, m.s.n.m., distancia, pendiente, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, Kilómetro, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, Elevador, Tanque, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, VALV. The purga, VALV. The aire, acceso, canal, Terrenos, toma, Punto de, domiciliaria, Conexion, Line tuberia, Inicia tub., Inicia tub., Inicia tub., Inicia tub., Inicia tub., Line tuberia, fecha:, escala:, Plano:, agosto, LVTO. CAD:, hinges, especialidad:, ubicación:, District, Province, Depart., Lambayeque, Motupe, Levantamiento topográfico motupe, obra:, The distribution center of the province of Lambayeque del department, indi cada, Plant general, topografia

Raw text data extracted from CAD file:

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 \A1;279.43 m. \A1;142.15 m. \A1;44.79 m. \A1;36.82 m. \A1;40.93 m. \A1;50.98 m. \A1;58.56 m. \A1;27.49 m. \A1;23.08 m. \A1;9.08 m. \A1;23.90 m. \A1;37.66 m. \A1;45.72 m. \A1;22.17 m. \A1;12.10 m. \A1;43.23 m. \A1;39.36 m. \A1;46.22 m. \A1;31.54 m. \A1;51.17 m. \A1;35.46 m. \A1;51.84 m. \A1;64.75 m. \A1;67.64 m. \A1;43.36 m. \A1;66.41 m. \A1;54.16 m. \A1;38.99 m. \A1;98.60 m. \A1;32.56 m. \A1;76.20 m. 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+650 0+700 0+750 0+800 0+850 0+900 0+950 1+000 1+050 1+100 1+150 1+200 1+250 1+300 1+350 1+400 1+450 1+500 1+550 1+600 1+650 1+696.34 112 116 120 124 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 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 125.04 125.22 125.14 125.01 125.11 124.87 124.65 124.39 124.15 124.05 124.06 124.07 124.05 124.03 123.97 123.60 123.26 122.92 122.59 122.31 122.09 121.87 121.00 120.20 119.87 119.72 120.00 120.29 120.04 119.53 119.28 119.61 119.94 120.01 119.59 119.50 119.20 119.27 119.45 119.52 119.48 119.44 119.89 120.09 119.45 118.89 118.59 118.46 119.16 119.84 120.20 120.06 119.32 118.70 118.37 118.17 118.83 119.62 120.05 119.47 118.76 118.00 117.75 117.50 117.35 117.49 117.70 118.17 118.72 119.24 119.58 119.25 118.91 118.63 118.53 118.61 118.84 119.35 119.68 119.88 120.40 121.03 121.16 121.08 121.23 121.70 eje PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 6.391269704675271E+005 9.315917573368070E+006 110.0000000000000 0.000000000000000 1696.339885846425 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 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 PVI STA = 0+279.435 PVI ELEV = 123.75 -0.46% 125.037 124.945 124.852 124.760 124.668 124.576 124.483 124.391 124.299 124.207 124.114 124.022 123.930 123.837 PVI STA = 0+421.585 PVI ELEV = 121.71 -1.44% 123.740 123.453 123.165 122.878 122.591 122.304 122.017 121.730 PVI STA = 0+466.374 PVI ELEV = 119.86 -4.12% 120.949 120.125 PVI STA = 0+503.190 PVI ELEV = 119.67 119.793 119.690 PVI STA = 0+544.116 PVI ELEV = 120.31 1.55% 119.934 120.243 PVI STA = 0+595.093 PVI ELEV = 119.12 -2.32% 119.938 119.473 PVI STA = 0+653.656 PVI ELEV = 120.11 1.69% 119.205 119.544 119.883 PVI STA = 0+681.149 PVI ELEV = 119.50 -2.24% 119.972 119.525 PVI STA = 0+704.225 PVI ELEV = 119.47 119.478 PVI STA = 0+713.304 PVI ELEV = 119.14 -3.63% PVI STA = 0+737.201 PVI ELEV = 119.22 119.164 PVI STA = 0+774.859 PVI ELEV = 119.52 0.81% 119.241 119.403 PVI STA = 0+820.578 PVI ELEV = 119.41 -0.25% 119.511 119.460 119.410 PVI STA = 0+842.748 PVI ELEV = 119.88 2.14% 119.823 PVI STA = 0+854.847 PVI ELEV = 120.24 3.00% PVI STA = 0+898.076 PVI ELEV = 118.83 -3.28% 120.076 119.420 PVI STA = 0+937.440 PVI ELEV = 118.27 -1.42% 118.801 118.516 PVI STA = 0+983.658 PVI ELEV = 119.92 3.58% 118.360 119.076 119.793 PVI STA = 1+015.201 PVI ELEV = 120.18 0.83% 120.058 PVI STA = 1+066.366 PVI ELEV = 118.43 -3.42% 120.020 119.336 118.652 PVI STA = 1+101.828 PVI ELEV = 118.07 -1.02% 118.295 118.090 PVI STA = 1+153.667 PVI ELEV = 120.13 3.97% 118.793 119.587 PVI STA = 1+218.418 PVI ELEV = 117.95 -3.36% 119.916 119.244 118.571 PVI STA = 1+286.059 PVI ELEV = 117.27 -1.01% 117.936 117.734 117.532 117.330 PVI STA = 1+329.414 PVI ELEV = 117.77 1.16% 117.431 117.663 PVI STA = 1+395.823 PVI ELEV = 119.57 2.70% 118.059 118.600 119.141 PVI STA = 1+449.985 PVI ELEV = 118.61 -1.78% 119.494 119.139 118.784 PVI STA = 1+488.978 PVI ELEV = 118.41 -0.51% 118.556 118.455 PVI STA = 1+587.582 PVI ELEV = 119.93 1.54% 118.579 118.886 119.194 119.502 119.810 PVI STA = 1+620.139 PVI ELEV = 120.99 3.25% 120.330 120.981 0.93% 121.170 121.357 121.544 125.00 125.00 125.00 124.00 123.00 122.00 121.00 121.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 119.00 119.00 119.00 119.00 119.00 119.00 119.00 119.00 118.00 118.00 PLANTA GENERAL ESCALA 1/2,000 LEYENDA Curvas de Nivel (cada 1 m.) Línea Tubería 2″ (L=600.00M.) Sentido de Flujo 121.00 Válvulas de Purga (07Und.) Válvulas de Aire (07Und.) COTA TERRENO COTA SUB RASANTE M.S.N.M. M.S.N.M. DISTANCIA PENDIENTE Valv. de Purga # 01 Valv. de Aire # 01 Valv. de Purga # 02 Valv. de Aire # 02 Valv. de Purga # 03 Valv. de Aire # 03 Valv. de Purga # 04 Valv. de Aire # 04 Valv. de Purga # 05 Valv. de Aire # 05 Valv. de Purga # 06 Valv. de Aire # 06 Valv. de Purga # 07 Valv. de Aire # 07 Kilómetro 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 121.70 1+696.34 -0.46% -1.44% -4.12% -0.51% -2.32% 1.55% 1.69% -2.24% -0.11% -3.63% 0.31% 0.81% -0.25% 2.14% 3.00% -3.28% -1.42% 3.58% 0.83% -3.42% -1.02% 3.97% -3.36% -1.01% 1.16% 2.70% -1.78% -0.51% 1.54% 3.25% 0.93% Valv. de Purga # 01 Valv. de Aire # 01 Valv. de Purga # 02 Valv. de Aire # 02 ELEVADO TANQUE Valv. de Purga # 03 Valv. de Aire # 03 Valv. de Purga # 04 Valv. de Aire # 04 Valv. de Purga # 05 Valv. de Aire # 05 Valv. de Purga # 06 Valv. de Aire # 06 Valv. de Purga # 07 Valv. de Aire # 07 ACCESO CANAL TERRENOS 636400 E 636400 E 636500 E 636500 E 636600 E 636600 E 636700 E 636700 E 636800 E 636800 E 636900 E 636900 E 637000 E 637000 E 637100 E 637100 E 637200 E 637200 E 637300 E 637300 E 637400 E 637400 E 637500 E 637500 E 637600 E 637600 E 637700 E 637700 E 637800 E 637800 E 637900 E 637900 E 638000 E 638000 E 638100 E 638100 E 638200 E 638200 E 638300 E 638300 E 638400 E 638400 E 638500 E 638500 E 638600 E 638600 E 638700 E 638700 E 638800 E 638800 E 638900 E 638900 E 9315400 N 9315400 N 9315500 N 9315500 N 9315600 N 9315600 N 9315700 N 9315700 N 9315800 N 9315800 N 9315900 N 9315900 N 9316000 N 9316000 N 9316100 N 9316100 N 9316200 N 9316200 N 9316300 N 9316300 N 9316400 N 9316400 N 9316500 N 9316500 N 9316600 N 9316600 N 9316700 N 9316700 N 9316800 N 9316800 N 9316900 N 9316900 N 9317000 N 9317000 N 9316600 N 9316700 N PT PT PT TOMA PUNTO DE DOMICILIARIA CONEXIÓN Línea Tubería 1/2″ (L=396.34m.) Línea Tubería 1 1/2″ (L=300.00M.) INICIA TUB. 1/2″ 1+300 – 1+696.34 INICIA TUB. 2″ 0+000 – 0+600 INICIA TUB. 1 1/2″ 0+600 – 0+900 INICIA TUB. 1″ 0+900 – 1+100 INICIA TUB. 3/4″ 1+100 – 1+300 Línea Tubería 1″ (L=200.00M.) Línea Tubería 3/4″ (L=200.00M.) Fecha: Escala: PLANO: AGOSTO – 2,013 Lvto. / CAD: Lámina: ESPECIALIDAD: UBICACIÓN: DISTRITO : PROVINCIA DEPART. : : LAMBAYEQUE LAMBAYEQUE MOTUPE LEVANTAMIENTO TOPOGRÁFICO MOTUPE OBRA: \W4.09189; “RED DE DISTRIBUCIÓN DEL FUNDO MOTUPE DISTRITO DE \W4.09189; MOTUPE DE LA PROVINCIA DE LAMBAYEQUE DEL \W4.09189; DEPARTAMENTO DE LAMBAYEQUE” INDICADA PLANTA GENERAL TOPOGRAFIA T-1