Map Sewer Lines, Trujillo, Peru DWG Block for AutoCAD

Map Sewer Lines, Trujillo, Peru DWG Block for AutoCAD

Map of sewer district in Trujillo, Peru, shown top down and in profile

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

Datum elev, Concrete shelf, Made in work, Long cut Wall of cont. Bz, Scale, Contention wall m., Scale, Bz. Project, Bz. Project, Scale, Bz. Project, Stone masonry wall m., Bz., Bz. Project, Bz. Project, Cross section bz, Scale, Cross section, Scale, Cross section bz, Scale, Longitudinal cut contention wall bz bz, Long cut Wall of cont. Bz, Provincial municipality of otuzco, Flat, Revised, Drawing, Ing, Approved, Date, Ing, Designer, Project manager, Esc., Date, Ing Condorito, Date, August, Lamina, Wall of contention, Civil engineer, Cip, Indicated, Republic, From peru, Sections details, Extension improvement of the sewage system, From the populated center of samne otuzco freedom, Scale:, Details of retaining wall cut, Scale:, Details of retaining wall cut, Scale:, Details of retaining wall cut, Bz., Esc .:, Housing, Church, Housing, R. Of water, Channel, Broken, Housing, Chakra, Wall, Road to town, Sports field, Lines of level curves, Magnetic north, Mileage indicator, Artisanal irrigation channel, Geometric shaft, Legend, Ground line, Stone sewers, Houses, Projected sewer mailbox, College, Rio moche, Way, Farmland, Church, Police, Stadium, Church, Way, Abandoned house, Sports slab, Early garden, Broken, Artisanal channel, Baptist church, Broken, Dining room, Health post, Stairs, Artisanal channel, Samne bridge, Mining tailings, Bamboo forest, Artisanal channel, Carrozable trail, Farmland, Municipality, Abandoned house, College, Rio moche, Chakra, Church, Ex-mayor’s house, Stadium, Church, Chakra, Abandoned house, Sports slab, Broken, Artisanal channel, Broken, Popular dining room, Path to medical mail, Health post, Market, Stairs, Artisanal channel, Rio moche, Provincial municipality of otuzco, Flat, Revised, Drawing, Ing, Approved, Date, Ing, Designer, Project manager, Esc., Date, August, Lamina, Plant, Alejandro bravo ardela, Republic, From peru, Sewage network, Extension improvement of the sewage system, From the populated center of samne otuzco freedom, Artisanal channel, Reinforced concrete beam, Farmland, Stone masonry wall m., Way, Artisanal channel, Way, Reinforced concrete beam, Board of irrigators, Stone masonry wall m., Reinforced concrete beam, Theodorus blas, Public baths, Liduvina garcia loyola, Lot of silvia castillo, Reinforced concrete beam, Leon cisneros, Celestino fernandez, Batch of pnp, Maria ester, Frederminda gutierrez, Marisol echeverria roque, Norma jara, Wilfredo castro, Roberto fierro, Sports slab, Housing, Trujillo road, Projected line of sewage system, Mining tailings, Projected area for oxidation put, Area for., Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Stone masonry wall m. M., Concrete leveling m., Accumulated, Distance, Pending, Partial, Distance, Mailbox, Main section for medical mail, Accumulated, Distance, Pending, Partial, Distance, Mailbox, Main section by the pnp, Way to school passing through modified bamboo forest, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project split with street coming from the post, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Bz. Project, Pose profile, Bz. Project, Final stretch towards modified oxidation poses, Accumulated, Distance, Pending, Partial, Distance, Mailbox, Way to medical mail, Road with poroto direction, Accumulated, Distance, Pending, Partial, Distance, Mailbox, Irrigation canal m. M., Stone masonry wall m., Irrigation canal m. M., Bz. Project, Stone masonry wall m., Stone masonry wall m., Concrete leveling m., Rest m., Pose profile, Irrigation canal m. M., Profile, Profile, Pefil, Land profiles for poses, Grill chamber, Exit structure, Entrance structure, Intermediate structure, Exit structure, Provincial municipality of otuzco, Flat, Revised, Drawing, Ing, Approved, Date, Ing, Designer, Project manager, Esc., Date, August, Lamina, Profiles, Alejandro bravo ardela, Republic, From peru, Sewage network, Extension improvement of the sewage system, From the populated center of samne otuzco freedom, Projected sewer line

Raw text data extracted from CAD file:

DATUM ELEV 80.28‰ 77.42‰ 58.58‰ 47.23‰ 77.56‰ 30.00‰ 70.85‰ 35.90‰ 58.73‰ 58.14‰ 49.90‰ 53.35‰ 103.25‰ 18.81‰ 56.44‰ 60.30‰ 66.52‰ 58.05‰ 73.04‰ 19.63‰ 70.22‰ 36.82‰ 82.42‰ 59.92‰ 40.54‰ 64.08‰ 46.090 m 23.250 m 63.160 m 25.410 m 52.860 m 50.000 m 28.230 m 13.930 m 44.270 m 32.680 m 28.070 m 20.620 m 19.370 m 31.900 m 28.350 m 21.560 m 18.040 m 32.730 m 32.860 m 33.110 m 37.740 m 24.440 m 21.840 m 15.020 m 22.200 m 24.970 m 46.090 m 69.340 m 132.500 m 157.910 m 210.770 m 260.770 m 289.000 m 302.930 m 347.200 m 379.880 m 407.950 m 428.570 m 447.940 m 479.840 m 508.190 m 529.750 m 547.790 m 580.520 m 613.380 m 646.490 m 684.230 m 708.670 m 730.510 m 745.530 m 767.730 m 792.700 m 52.73‰ 56.68‰ 69.18‰ 51.39‰ 70.71‰ 70.83‰ 72.69‰ 42.79‰ 75.23‰ 72.02‰ 54.69‰ 77.61‰ 104.85‰ 92.05‰ 56.93‰ 42.62‰ 56.75‰ 41.28‰ 110.02‰ 51.58‰ 52.26‰ 61.52‰ 52.40‰ 78.64‰ 125.45‰ 149.08‰ 90.12‰ 58.37‰ 32.240 m 31.760 m 36.140 m 29.190 m 26.870 m 15.530 m 22.010 m 32.720 m 19.940 m 27.770 m 32.910 m 34.790 m 41.010 m 27.160 m 24.590 m 49.270 m 16.740 m 20.590 m 26.360 m 27.140 m 26.790 m 33.320 m 31.490 m 31.790 m 11.160 m 17.440 m 32.180 m 10.280 m 824.940 m 856.700 m 892.840 m 922.030 m 948.900 m 964.430 m 986.440 m 1019.160 m 1039.100 m 1066.870 m 1099.780 m 1134.570 m 1175.580 m 1202.740 m 1227.330 m 1276.600 m 1293.340 m 1313.930 m 1340.290 m 1367.430 m 1394.220 m 1427.540 m 1459.030 m 1490.820 m 1501.980 m 1519.420 m 1551.600 m 1561.880 75.00‰ 12.46‰ 11.52‰ 14.00‰ 185.78‰ 143.14‰ 356.57‰ 8.000 m 16.050 m 26.050 m 14.280 m 37.140 m 34.930 m 16.970 m 8.000 m 24.050 m 50.100 m 64.380 m 101.520 m 136.450 m 153.420 m \A1;34.5735 \A1;20.8419 \A1;35.5028 \A1;20.5245 \A1;18.7500 \A1;47.3000 ESTANTERIA DE CONCRETO HECHA EN OBRA \A1;45°0' \A1;2.4 \A1;2.8 \A1;2.1 \A1;45°0' \A1;2.1 \A1;2.8 \A1;2.1 \A1;.50 \A1;2.80 \A1;.30 \A1;.90 \A1;.30 \A1;.60 \A1;1.80 \A1;1.80 \A1;2.40 \A1;.90 \A1;.60 \A1;2.30 \A1;.50 \A1;1.90 \A1;.90 \A1;.30 \A1;.60 \A1;1.80 \A1;2.10 \A1;.50 \A1;1.60 \A1;2.4 \A1;2.4 \A1;30°0' 0.00 10.00 20.00 00.00 10.00 CORTE LONG. MURO DE CONT. BZ 71-BZ 72 ESCALA : 1/200 1434.00 1435.00 1436.00 1437.00 1438.00 1439.00 1440.00 1441.00 1438.90 1436.10 1433.00 1439.00 1437.90 \W5.62257; Muro de Contension L=10.00 m. 1437.78 1435.10 1439.90 1435.70 0.00 10.00 20.00 30.00 40.00 ESCALA : 1/200 1466.00 1467.00 1468.00 1469.00 1470.00 1471.00 1472.00 1473.00 1465.00 1465.59 1467.99 BZ. Proy 1469.93 BZ. Proy 1467.92 1467.53 1469.93 50.00 60.00 65.00 1437.90 1435.70 1435.10 0.00 10.00 20.00 10.00 ESCALA : 1/200 1434.00 1435.00 1436.00 1437.00 1438.00 1439.00 1440.00 1441.00 1433.00 BZ. Proy 1439.10 1437.67 1439.17 1436.98 1438.48 \W9.13773; Muro de Mampostería \W9.23767; de Piedra L=12.50 m. \W9.98612; Muro de Mampostería de \W9.62096; Piedra L= 50 m. BZ. 71 BZ. 72 BZ. 72 BZ. 58 BZ. 59 BZ. 68 BZ. 68 BZ. 58 BZ. Proy 1469.93 1467.53 BZ. Proy 1439.10 1437.00 1439.10 1437.90 5 CORTE TRANSVERSAL BZ 72 ESCALA : 1/200 CORTE TRANSVERSAL ESCALA : 1/200 1469.93 5 25.00 CORTE TRANSVERSAL BZ 68 ESCALA : 1/200 00.00 20.00 10.00 00.00 20.00 25.00 20.00 CORTE LONGITUDINAL MURO DE CONTENSION BZ 58- BZ 59 CORTE LONG. MURO DE CONT. BZ 68 1466.00 1467.00 1468.00 1469.00 1470.00 1471.00 1472.00 1473.00 1465.00 1434.00 1435.00 1436.00 1437.00 1438.00 1439.00 1440.00 1441.00 1433.00 1434.00 1435.00 1436.00 1437.00 1438.00 1439.00 1440.00 1441.00 1433.00 MUNICIPALIDAD PROVINCIAL DE OTUZCO PLANO : REVISADO : DIBUJO : ING. APROBADO : FECHA ING. PROYECTISTA : DIRECTOR DE PROYECTOS : ESC. : FECHA : ING. CONDORITO FECHA AGOSTO - 2012 MC-01 LAMINA : MURO DE CONTENSION INGENIERO CIVIL CIP 77419 INDICADA República del Perú I C R B L P E U U L E A D E R P DETALLES Y SECCIONES AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE ALCANTARILLADO DEL CENTRO POBLADO DE SAMNE - OTUZCO - LA LIBERTAD 5 5 1469.35 1438.06 5 5 5 5 ESCALA: 1/25 DETALLES DE CORTE DE MURO DE CONTENCION h=2.80m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA: 1/25 DETALLES DE CORTE DE MURO DE CONTENCION h=2.40m ESCALA: 1/25 DETALLES DE CORTE DE MURO DE CONTENCION h=2.10m BZ. 58 BZ. 58 BZ. 58 5 5 5 ESC.: 1/100 \A1;11.78 \A1;25.00 \A1;44.60 \A1;56.20 \A1;63.20 \A1;30.70 \A1;37.70 \A1;44.60 \A1;56.20 \A1;63.20 \A1;30.70 \A1;37.70 \A1;3.50 \A1;3.50 \A1;19.10 \A1;R2.00 \A1;R1.00 \A1;19.10 \A1;R2.00 \A1;R1.00 0+440 0+440 0+440 VIVIENDA VIVIENDA VIVIENDA IGLESIA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA VIVIENDA R. DE AGUA CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL QUEBRADA VIVIENDA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA CHACRA MURO MURO MURO MURO CARRETERA AL PUEBLO CARRETERA AL PUEBLO CARRETERA AL PUEBLO CARRETERA AL PUEBLO CAMPO DEPORTIVO Lineas de curvas de nivel Norte Magnético Indicador de Kilometraje canal de regadio artesanal Eje Geométrico 0 00 KM - LEYENDA Linea Terreno N N Alcantarillas de piedra viviendas (159 viviendas) Buzón de Alcantarillado Proyectado COLEGIO RIO MOCHE RIO MOCHE CAMINO TERRENOS DE CULTIVO IGLESIA POLICIA ESTADIO IGLESIA CAMINO CASA ABANDONADA CASA ABANDONADA LOSA DEPORTIVA JARDIN INICIAL QUEBRADA QUEBRADA CANAL ARTESANAL CANAL ARTESANAL CANAL ARTESANAL IGLESIA BAUTISTA QUEBRADA QUEBRADA CTA-1476.966 BM 1 COMEDOR PUESTO DE SALUD ESCALERAS CANAL ARTESANAL 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 PUENTE SAMNE RELAVES DE MINERA RELAVES DE MINERA RELAVES DE MINERA RELAVES DE MINERA BOSQUE DE BAMBU CANAL ARTESANAL TROCHA CARROZABLE 0+040 0+060 0+309.930 TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO TERRENOS DE CULTIVO MUNICIPALIDAD CASA ABANDONADA KM 0+00 KM 1+000 COLEGIO RIO MOCHE RIO MOCHE RIO MOCHE CHACRA CHACRA CHACRA CHACRA IGLESIA CASA EX ALCALDE ESTADIO IGLESIA CHACRA CHACRA CHACRA CHACRA CHACRA CASA ABANDONADA CASA ABANDONADA LOSA DEPORTIVA QUEBRADA QUEBRADA CANAL ARTESANAL CANAL ARTESANAL QUEBRADA QUEBRADA CTA-1413.919 BM 2 CTA-1476.966 BM 1 COMEDOR POPULAR CAMINO HACIA LA POSTA MEDICA (2) PUESTO DE SALUD MERCADO ESCALERAS CANAL ARTESANAL 05 04 03 02 01 06 07 08 09 10 11 12 13 15 16 17 18 14 19 20 21 22 23 26 25 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 60 61 68 69 70 71 72 73 74 75 76 1462.50 1461.30 1.20 1458.80 1457.60 1.20 1457.00 1455.80 1.20 1453.30 1452.10 1.20 1452.10 1450.90 1.20 1448.00 1446.80 1.20 1446.50 1445.30 1.20 46.09 m-80.28‰ 23.25 m-77.42‰ 63.16 m-58.58‰ 25.41 m-47.23‰ 52.86 m-77.56‰ 50.00 m-30.00‰ 28.23 m-70.85‰ 1444.50 1443.30 1.20 13.93 m-35.90‰ 1444.00 1442.80 1.20 1441.40 1440.20 1.20 44.27 m-58.73‰ 1439.50 1438.30 1.20 32.68 m-58.14‰ 1438.10 1436.90 1.20 28.07 m-49.90‰ 20.62 m-53.35‰ 1437.00 1435.80 1.20 1435.00 1433.80 1.20 \L19.37 m-103.25‰ 1434.40 1433.20 1.20 31.90 m-18.81‰ 1432.80 1431.60 1.20 28.35 m-56.44‰ 1431.50 1430.30 1.20 21.56 m-60.30‰ 1430.30 1429.10 1.20 18.04 m-66.52‰ 0.00 m-0.00‰ 0.00 m-0.00‰ 32.73 m-58.05‰ 1428.40 1427.20 1.20 32.86 m-73.04‰ 1426.00 1424.80 1.20 1425.35 1424.15 1.20 33.11 m-19.63‰ 1422.70 1421.50 1.20 37.74 m-70.22‰ 1421.80 1420.60 1.20 24.44 m-36.82‰ 1420.00 1418.80 1.20 21.84 m-82.42‰ 1419.80 1418.80 1.00 1419.10 1417.90 1.20 15.02 m-59.92‰ 28.20 m-40.54‰ 24.97 m-64.08‰ 1417.50 1416.30 1.20 1415.80 1414.60 1.20 32.24 m-52.73‰ 1414.00 1412.80 1.20 31.76 m-56.68‰ 1411.50 1410.30 1.20 36.14 m-69.18‰ 1410.00 1408.80 1.20 29.19 m-51.39‰ 1408.10 1406.90 1.20 26.87 m-70.71‰ 1407.00 1405.80 1.20 15.53 m-70.83‰ 1405.40 1404.20 1.20 22.01 m-72.69‰ 1404.00 1402.80 1.20 32.72 m-42.79‰ 1402.50 1401.30 1.20 19.94 m-75.23‰ 1400.50 1399.30 1.20 27.77 m-72.02‰ 1398.70 1397.50 1.20 32.91 m-54.69‰ 1396.00 1394.80 1.20 34.79 m-77.61‰ 1391.70 1390.50 1.20 41.01 m-104.85‰ 1389.20 1388.00 1.20 27.16 m-92.05‰ 1387.80 1386.60 1.20 24.59 m-56.93‰ 1385.70 1384.50 1.20 49.27 m-42.62‰ 1384.75 1383.55 1.20 16.74 m-56.75‰ 1383.90 1382.70 1.20 20.59 m-41.28‰ 1381.00 1379.80 1.20 26.36 m-110.02‰ 1379.60 1378.40 1.20 27.14 m-51.58‰ 1378.20 1377.00 1.20 26.79 m-52.26‰ 1376.15 1374.95 1.20 33.32 m-61.52‰ 1374.50 1373.30 1.20 31.49 m-52.40‰ 1372.00 1370.80 1.20 31.79 m-78.64‰ 1370.60 1369.40 1.20 11.16 m-125.45‰ 1368.00 1366.80 1.20 17.44 m-149.08‰ 32.18 m-90.12‰ 1365.10 1363.90 1.20 L=12.20 m 1439.00 1438.00 1.00 1440.00 1437.20 2.80 L=27.00 m 1439.00 1436.90 2.10 1437.90 1435.70 2.20 1431.00 1429.80 1.20 1426.00 1424.80 1.20 1424.50 1423.50 1.00 1418.00 1417.00 1.00 20.94 m-310.41‰ 29.17 m-346.25‰ 0+00 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+220 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 RIO MOCHE RIO MOCHE RIO MOCHE RIO MOCHE E 754900 E 754950 E 755000 E 755050 E 755100 E 755150 E 755200 E 755250 E 755300 E 755350 E 755400 E 755450 E 755500 E 755550 E 755600 E 755650 E 755700 N 9115250 N 9115300 N 9115350 N 9115400 N 9115450 N 9115500 N 9115550 N 9115600 N 9115650 N 9115700 N 9115750 N 9115800 N 9115850 N 9115900 N 9115950 N 9116000 N 9116050 N 9115050 N 9115100 N 9115150 N 9115200 N 9116150 E 754650 E 754700 E 754750 E 754800 E 754850 MUNICIPALIDAD PROVINCIAL DE OTUZCO PLANO : REVISADO : DIBUJO : ING. APROBADO : FECHA ING. PROYECTISTA : DIRECTOR DE PROYECTOS : ESC. : FECHA : FECHA AGOSTO - 2012 PRA-01 LAMINA : PLANTA ALEJANDRO BRAVO ARDELA 1/2000 República del Perú I C R B L P E U U L E A D E R P RED DE ALCANTARILLADO AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE ALCANTARILLADO DEL CENTRO POBLADO DE SAMNE - OTUZCO - LA LIBERTAD E 756150 E 756200 E 756250 E 756300 E 755750 E 755800 E 755850 E 755900 E 755950 E 756000 E 756050 E 756100 98 99 100 101 102 103 104 105 106 107 108 1486.00 1485.00 1484.00 1483.00 1482.00 1481.00 1480.00 1479.00 1478.00 14770 1476.00 1475.00 1474.00 1473.00 1472.00 1471.00 1470.00 1469.00 1468.00 1467.00 1466.00 1465.00 1464.00 1463.00 1462.00 1461.00 1460.00 1459.00 1458.00 1457.00 1456.00 1455.00 1454.00 1453.00 1452.00 1451.00 1449.00 1448.00 1447.00 1446.00 1445.00 1444.00 1443.00 1442.00 1441.00 1440.00 1439.00 1438.00 1437.00 1436.00 1435.00 1434.00 1433.00 1431.00 1435.00 1432.00 1444.00 1433.00 1434.00 1436.00 1437.00 1438.00 1439.00 1440.00 1441.00 1442.00 1443.00 1445.00 1446.00 1447.00 1448.00 1449.00 1450.00 1451.00 1452.00 1453.00 1454.00 1455.00 1456.00 1457.00 1458.00 1459.00 1460.00 1461.00 1462.00 1463.00 1464.00 1431.00 1430.00 1429.00 1428.00 1427.00 1425.00 1423.00 1421.00 1419.00 1417.00 1415.00 1414.00 1413.00 1426.00 1424.00 1422.00 1420.00 1418.00 1416.00 1412.00 1411.00 1410.00 1409.00 1408.00 1407.00 1406.00 1405.00 1404.00 1403.00 1402.00 1401.00 1400.00 1399.00 1398.00 1397.00 1396.00 1395.00 1394.00 1393.00 1392.00 1391.00 1390.00 1389.00 1388.00 1387.00 1386.00 1385.00 1384.00 1383.00 1382.00 1381.00 1380.00 1379.00 1378.00 1377.00 1376.00 1375.00 1374.00 1373.00 1372.00 1371.00 1370.00 1369.00 1368.00 1367.00 1366.00 1365.00 1364.00 1363.00 1362.00 1361.00 1360.00 1359.00 1358.00 1357.00 1356.00 1355.00 1354.00 1353.00 1352.00 1351.00 1350.00 1349.00 1348.00 1347.00 1346.00 1345.00 1344.00 1343.00 1342.00 1341.00 1340.00 1339.00 1338.00 1337.00 1336.00 1335.00 1334.00 1333.00 1332.00 1364.50 1363.30 1.20 10.28 m-58.37‰ 1364.13 1362.93 1.20 9.83 m-37.64‰ 18.23 m-51.56‰ 26.13 m-22.58‰ 9.76 m-61.48‰ 25.63 m-66.33‰ 46.26 m-58.37‰ 13.10 m-163.36‰ 9.19 m-33.73‰ 13.47 m-20.79‰ 1363.19 1361.99 1.20 1362.60 1361.40 1.20 1362.00 1360.80 1.20 1360.30 1359.10 1.20 1357.60 1356.40 1.20 1356.76 1354.26 2.50 1356.65 1353.95 2.70 0+000 55 56 57 58 59 CANAL ARTESANAL 61 L=23.15 m L=11.30 m Viga de Concreto Armado L=2.00 m L=50.00 m 133 132 131 130 129 128 127 125 124 TERRENOS DE CULTIVO L=54.00 m L=56.00 m L=25.00 m Muro de Mamposteria \W0.64438; de Piedra L=50 m. \W0.64438; h=2.00 CAMINO CANAL ARTESANAL 63 L=55.00 m 64 65 66 L=26.00 m L=17.00 m L=17.00 m L=17.00 m 67 L=32.00 m L=44.00 m 122 120 118 119 116 115 117 104 103 103 CAMINO Viga de Concreto Armado L=2.00 m L=29.00 m Junta de Regantes L=10.00 m Muro de Mamposteria \W0.49848; de Piedra L=10 m. \W0.49848; h=2.50 L=40.00 m L=25.00 m 24 L=16.00 m 135 136 134 137 138 140 131 139 142 143 144 146 141 145 94 93 92 91 90 96 97 88 89 98 99 100 101 106 105 107 108 109 110 114 113 112 111 81 82 83 84 80 79 78 77 75 74 76 Viga de Concreto Armado L=2.00 m Viga de Concreto Armado L=2.00 m 73 72 71 70 69 85 86 68 67 66 TEODORO BLAS 65 64 63 62 61 60 59 58 57 56 55 54 53 30 31 32 33 34 35 36 37 38 39 40 41 42 43 22 23 24 25 BAÑOS PUBLICOS LIDUVINA GARCIA LOYOLA 52 51 50 49 48 47 46 44 45 LOTE DE SILVIA CASTILLO 147 148 149 150 151 152 153 154 160 180 181 182 161 162 163 164 165 166 167 168 183 Viga de Concreto Armado L=1.50 m LEON CISNEROS CELESTINO FERNANDEZ LOTE DE PNP MARIA ESTER FREDERMINDA GUTIERREZ MARISOL ECHEVERRIA ROQUE 169 170 171 172 173 174 175 176 NORMA JARA WILFREDO CASTRO ROBERTO FIERRO 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+380 0+340 0+360 LOSA DEPORTIVA VIVIENDA CARRETERA A TRUJILLO LINEA PROYECTADA DE ALCANTARILLADO 1332.00 1330.00 1326.00 1324.00 1322.00 1320.00 1318.00 1316.00 1331.00 1329.00 1325.00 1323.00 1321.00 1319.00 1317.00 1315.00 L=16.00 m 1356.17 1353.67 2.50 L=22.50 m L=25.00 m L=12.00 m L=41.80 m L=35.00 m L=19.00 m L=60.05 m RELAVES DE MINERA RELAVES DE MINERA 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 N \W7.75877; AREA PROYECTADA \W1.18966; PARA POSA DE OXIDACION \W7.75877; AREA PROYECTADA \W1.18966; PARA POSA DE OXIDACION \W9.08262; AREA = 1764.174 m2 \W7.13413; Per. = 209.69 m \W9.08262; AREA = 2929.612 m2 \W7.13413; Per. = 253.38 m BZ. Proy 1355.70 BZ. Proy 1353.88 BZ. Proy 1349.65 BZ. Proy 1345.43 BZ. Proy 1345.06 BZ. Proy 1342.86 BZ. Proy 1342.21 BZ. Proy 1335.44 BZ. Proy 1473.17 BZ. Proy 1471.51 BZ. Proy 1469.86 BZ. Proy 1469.93 BZ. Proy 1467.92 BZ. Proy 1465.12 BZ. Proy 1460.24 BZ. Proy 1456.97 BZ. Proy 1451.22 BZ. Proy 1448.15 BZ. Proy 1446.16 BZ. Proy 1443.62 BZ. Proy 1439.63 BZ. Proy 1439.10 \W4.92062; Muro de Mampostería de Piedra \W6.60309; L=12.50 m. h=1.50 m. \W3.24711; Graderias de Concreto \W0.29737; L=16.00m. Ancho=2.50 m. P E R F I L 2 P E R F I L 1 P E R F I L 3 1440 1480 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 ACUMULADA DISTANCIA PENDIENTE PARCIAL DISTANCIA BUZON 0+000 0+040 0+080 0+120 0+160 0+200 01 1461.30 1462.50 1.20 1457.60 1458.80 1.20 02 03 1455.80 1457.00 1.20 d 200 mm S-20 d 200 mm S-20 04 1455.80 1457.00 1.20 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1450.90 1452.10 1.20 1446.80 1448.00 1.20 1445.30 1446.50 1.20 1443.30 1444.50 1.20 1442.80 1444.00 1.20 1440.20 1441.40 1.20 1438.30 1439.50 1.20 1436.90 1438.10 1.20 1435.80 1437.00 1.20 1433.80 1435.00 1.20 1433.20 1434.40 1.20 1431.60 1432.80 1.20 1430.30 1431.50 1.20 1429.10 1430.30 1.20 1427.20 1428.40 1.20 1424.80 1426.00 1.20 1424.15 1425.35 1.20 1421.50 1422.70 1.20 1418.80 1420.00 1.20 1420.60 1421.80 1.20 25 1418.80 1419.80 1.00 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 315 mm S-20 d 250 mm S-20 d 250 mm S-20 d 250 mm S-20 d 250 mm S-20 d 250 mm S-20 d 315 mm S-20 d 250 mm S-20 d 315 mm S-20 d 250 mm S-20 d 315 mm S-20 1417.90 1419.10 1.00 26 TRAMO PRINCIPAL POR LA POSTA MEDICA 27 1360 1400 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 1+720 1+760 1+800 1+840 1+879.463 ACUMULADA DISTANCIA PENDIENTE PARCIAL DISTANCIA BUZON 27 1416.30 1417.50 1.20 d 315 mm S-20 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 1414.60 1415.80 1.20 1412.80 1414.00 1.20 1410.30 1411.50 1.20 1408.80 1410.00 1.20 1406.90 1408.10 1.20 1405.80 1407.00 1.20 1404.20 1405.40 1.20 1402.80 1404.00 1.20 1401.30 1402.50 1.20 1399.30 1400.50 1.20 1397.50 1398.70 1.20 1394.80 1396.00 1.20 1390.50 1391.70 1.20 1388.00 1389.20 1.20 1386.60 1387.80 1.20 1384.50 1385.70 1.20 1383.55 1384.75 1.20 1382.70 1383.90 1.20 1379.80 1381.00 1.20 1378.40 1379.60 1.20 1377.00 1378.20 1.20 1374.95 1376.15 1.20 1373.30 1374.50 1.20 1370.80 1372.00 1.20 1369.40 1370.60 1.20 1366.80 1368.00 1.20 1363.90 1365.10 1.20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 355 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 315 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 355 mm S-20 d 400 mm S-20 d 400 mm S-20 TRAMO PRINCIPAL POR LA PNP d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 250 mm S-20 d 200 mm S-20 d 400 mm S-20 98 1363.30 1364.50 1.20 CAMINO HACIA COLEGIO PASANDO POR BOSQUE DE BAMBU MODIFICADO 1441 1457 1473 1428.000 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 1473.17 1470.94 1469.90 1469.61 1468.74 1467.70 1466.56 1465.62 1463.93 1462.17 1460.71 1459.24 1456.05 1453.78 1451.84 1449.68 1447.25 1444.32 1442.00 1439.66 1439.25 1437.87 1435.94 1433.81 1433 1449 1465 0+020 0+060 0+100 0+140 0+180 0+220 0+260 0+300 0+340 0+380 0+420 0+453.98 BZ. Proy 1473.17 BZ. Proy 1471.51 BZ. Proy 1469.86 BZ. Proy 1469.93 BZ. Proy 1467.92 BZ. Proy 1465.12 BZ. Proy 1460.24 BZ. Proy 1456.97 BZ. Proy 1451.22 BZ. Proy 1448.15 BZ. Proy 1446.16 BZ. Proy 1443.62 BZ. Proy 1439.63 BZ. Proy Empalme con Calle Viniendo de la Posta 1437.000 1326 1342 1358 1320.0000 0+000 0+040 0+080 0+120 0+160 0+200 0+240 1355.70 1353.40 1349.62 1346.53 1345.13 1344.10 1342.82 1342.46 1339.59 1335.68 1334.09 1333.79 1329.56 1327.82 1326.45 1350 BZ. Proy 1355.70 BZ. Proy 1353.88 1334 BZ. Proy 1349.65 BZ. Proy 1345.43 BZ. Proy 1345.06 BZ. Proy 1342.86 BZ. Proy 1342.21 PERFIL DE POSA 1 PERFIL DE POSA 2 BZ. Proy 1335.44 0+020 0+060 0+100 0+140 0+180 0+220 0+260 TRAMO FINAL HACIA LAS POSAS DE OXIDACION MODIFICADAS 0+000 0+040 0+080 0+120 0+160 1440 0+180 ACUMULADA DISTANCIA PENDIENTE PARCIAL DISTANCIA BUZON 68 69 70 71 72 73 74 24 CAMINO HACIA POSTA MEDICA 1438.00 1439.00 1.00 2.10 1429.80 1431.00 1.20 1424.80 1426.00 1.20 1418.80 1420.00 1.20 1437.20 1440.00 2.80 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 d 200 mm S-20 1340 1350 1360 1370 0+00 0+40 0+80 0+120 0+160 CARRETERA CON DIRECION A POROTO ACUMULADA DISTANCIA PENDIENTE PARCIAL DISTANCIA BUZON 98 99 100 101 102 103 104 105 106 107 37.64‰ 51.56‰ 22.58‰ 61.48‰ 66.33‰ 58.37‰ 163.36‰ 33.73‰ 20.79‰ 9.83 m 18.23 m 26.13 m 9.76 m 25.63 m 46.26 m 13.10 m 9.19 m 13.47 m 9.83 m 28.06 m 54.19 m 63.95 m 89.58 m 135.84 m 148.94 m 158.13 m 171.60 m 1363.30 1364.50 1.20 1362.93 1364.13 1.20 1361.99 1363.19 1.20 1361.40 1362.60 1.20 1360.80 1362.00 1.20 1359.10 1360.30 1.20 1356.40 1357.60 1.20 1354.26 1356.76 2.50 1353.95 1356.65 2.70 1353.67 1356.17 2.50 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 d 400 mm S-20 Canal de Regadio L=1.50 m. h=1.10 m. 1467.92 1465.99 1467.99 1469.92 \W4.50043; Muro de Mampostería de \W5.96521; Piedra L= 50 m. \W2.37719; Canal de Regadío \W0.32658; L=1.20 m. h=1.20 m. \W2.45277; Canal de Regadío \W0.40219; L=1.00 m. h=0.60 m. \W2.80200; Canal de Regadío \W0.75142; L=1.00 m. h=0.40 m. BZ. Proy 1439.10 1437.67 1439.17 1436.98 1438.48 \W1.85026; Muro de Mampostería \W2.35052; de Piedra L=12.50 m. 1437.90 1435.70 2.20 1436.90 1439.00 1438.10 1435.60 1436.42 1433.92 \W7.45135; Muro de Mampostería de Piedra \W8.09783; L=10.00 m. \W0.58982; Graderias de Concreto \W5.95580; 0.40 m. x 0.50m Descanso L=3.50 m. 1326 1342 1358 1320.0000 1329.56 1350 1334 PERFIL DE POSA 1 PERFIL DE POSA 2 PERFIL DE POSA 1 PERFIL DE POSA 2 \W4.04568; Canal de Regadío \W1.99504; L=1.10 m. h=1.20 m. \W2.08512; Canal de Regadío L=1.10 m. h=1.00 m. \W2.13106; Canal de Regadío L=1.50 m. h=1.10 m. 1326.39 1329.07 1333.44 1334.46 PERFIL 2 5 5 5 5 PERFIL 1 1326 1342 1358 1320.0000 1350 1334 1326.29 1328.76 1328.96 1329.29 1332.40 1332.70 0+000 0+020 0+040 0+060 0+080 0+086.87 5 5 0+000 0+020 0+040 0+060 0+075.02 PEFIL 3 PERFILES DE TERRENO PARA POSAS 5 5 1335.44 1334.24 2.20 Camara de Rejas Estructura de Salida Estructura de Entrada Estructura de Entrada Estructura Intermedia Estructura de Salida 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MUNICIPALIDAD PROVINCIAL DE OTUZCO PLANO : REVISADO : DIBUJO : ING. APROBADO : FECHA ING. PROYECTISTA : DIRECTOR DE PROYECTOS : ESC. : FECHA : FECHA AGOSTO - 2012 P-01 LAMINA : PERFILES ALEJANDRO BRAVO ARDELA 1/2000 República del Perú I C R B L P E U U L E A D E R P RED DE ALCANTARILLADO AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE ALCANTARILLADO DEL CENTRO POBLADO DE SAMNE - OTUZCO - LA LIBERTAD Linea Alcantarillado Proyectado

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, block, district, DWG, kläranlage, lines, map, PERU, profile, sewer, sewerage, shown, top, treatment plant, trujillo