Sanitary Installations Las Pirias DWG Full Project for AutoCAD

Sanitary Installations Las Pirias DWG Full Project for AutoCAD

Sanitary project drainpipe

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

N.m., Drying bed cf, Imhoff cf tank, Biological filter cf, Drying bed cf, Imhoff cf tank, Biological filter cf, Plant treatment location, Drying bed cf, Imhoff cf tank, Biological filter cf, Plant treatment location, Jaen, Bravo River, Cas. laurel, The lemon tree., Plot entry i.e., Cas. The puquio, Mariana Melgar, Secondary school education institution, municipal, palace, Catholic Church, clinic, Market of supplies, Evangelical, Igleisa, Of the Nazarene, church, I.e. initial, District, Government, P.n., Police station, parochial, home, popular, dinning room, Crockery, Projected area, Zanora, A., Desc. Ditches, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Plan of re-laying section ii final corrected sanitary, Buzzer n. Arrival time span section ii change of diameter in manifold, scale:, date, February, district, The pirias, Adolfo menor villanueva, mayor, Location, reviewed, location, sheet:, The pirias, Stake out sewer network ii, flat:, draft:, designer, Consortium alliance, region, province, Jaen, Cajamarca, District municipality of pirias, Topography drawing, sewage system, Improvement of drinking water, Mailbox no start of stake out, Pvc uf, Pvc uf, Pvc uf, Projected area for the medical post, Strategic, Strategic alliance consortium, Plant treatment location, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Projected mailbox, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, legend, Existing mailboxes, Projected mailboxes, Existing collector network tub. Csn, Projected collection network pvc uf, Existing bridge, Existing lots, Apples, Projected home connection, Jaen, Bravo River, Cas. laurel, The lemon tree., Plot entry i.e., Cas. The puquio, Mariana Melgar, Secondary school education institution, municipal, palace, Catholic Church, clinic, Market of supplies, Evangelical, Igleisa, Of the Nazarene, church, I.e. initial, District, Government, P.n., Police station, parochial, home, popular, dinning room, Crockery, Projected area, Zanora, A., Desc. Ditches, scale:, date, February, district, The pirias, Adolfo menor villanueva, mayor, Location, reviewed, location, sheet:, The pirias, I rearrange home connections, flat:, draft:, designer, Consortium alliance, region, province, Jaen, Cajamarca, District municipality of pirias, Topography drawing, sewage system, Improvement of drinking water, Projected area for the medical post, Strategic, Strategic alliance consortium, Plant treatment location, Camera of bars, Drying bed cf, Imhoff cf tank, Biological filter cf, Pvc uf, Plant treatment location, Jaen, Bravo River, Cas. laurel, The lemon tree., Plot entry i.e., Cas. The puquio, Mariana Melgar, Secondary school education institution, municipal, palace, Catholic Church, clinic, Market of supplies, Evangelical, Igleisa, Of the Nazarene, church, I.e. initial, District, Government, P.n., Police station, parochial, home, popular, dinning room, Crockery, Projected area, Zanora, A., Desc. Ditches, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Buzzer n. Arrival time span section ii change of diameter in manifold, General drainage network ii, Pvc uf, Pvc uf, Pvc uf, Projected area for the medical post, Plant treatment location, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Pvc uf, Ctn, Pvc uf, Camera of bars, Drying bed cf, Imhoff cf tank, Biological filter cf, Pvc uf, Plant treatment location, Pvc uf, Bm pt, Bm pt, Sewage network plant, scale:, Apple, Condominium system, Jaen, Bravo River, Cas. laurel, The lemon tree., Plot entry i.e., Cas. The puquio, Mariana Melgar, Secondary school education institution, municipal, palace, Catholic Church, clinic, Market of supplies, Evangelical, Igleisa, Of the Nazarene, church, I.e. initial, District, Government, P.n., Police station, parochial, home, popular, dinning room, Crockery, Projected area, Zanora, A., Desc. Ditches, Pvc uf, Pvc uf, Pvc u

Raw text data extracted from CAD file:

N.M. N.M. N.M. \A1;50.00 m 2 3.8 3.6 4.6 17 5.3 1.2 5.4 \A1;15.00 m 8.8 1m 1m 1m 1 1m 1m <> m <> <> <> <> <> <> <> <> <> m LECHO DE SECADO CF = 1379.368 <> TANQUE IMHOFF CF = 1379.560 FILTRO BIOLOGICO CF = 1379.687 <>m <>m <>m <> <>m <>m <>m <>m 20.00 2.20 m 1.70 m 2 4.6 1m 1 1m 1m \A1;50.00 m 3.8 3.6 17 5.3 1.2 5.4 \A1;15.00 m 8.8 1m 1m 5 5 <> 5 5 5 5 5 5 5 LECHO DE SECADO CF = 1379.368 5 TANQUE IMHOFF CF = 1379.560 FILTRO BIOLOGICO CF = 1379.687 5 <>m <>m 5 <>m <>m UBICACION PLANTA DE TRATAMIENTO CT = 1380.660 2.20 m 1.70 m 17 5.3 \A1;50.00 m \A1;15.00 m 2 4.6 1m 1 1m 1m 1m 1m \A1;50.00 m 3.8 3.6 17 5.3 1.2 5.4 \A1;15.00 m 8.8 1m 1m 20.00 \A1;50.00 m 17 5.3 \A1;15.00 m LECHO DE SECADO CF = 1379.368 TANQUE IMHOFF CF = 1379.560 FILTRO BIOLOGICO CF = 1379.687 UBICACION PLANTA DE TRATAMIENTO CT = 1380.660 5 5 5 5 2.20 m 1.70 m 15.16 1370 1370 1375 1375 1380 1380 1385 1385 1390 1390 1395 1395 1400 1400 1405 1405 1410 1410 1415 1415 1420 1420 1425 1425 1430 1430 1435 1435 1440 1440 1445 1445 1450 1450 1455 1455 1460 1460 1460 1460 1460 1460 1465 1465 1465 1465 1470 1470 1475 1480 1480 1485 1485 1485 1490 1490 1495 1500 1500 1505 1510 1515 1520 1520 1525 1525 1530 1530 1535 1535 738200E A JAEN A RIO BRAVO A CAS. LAUREL A CASERIO EL LIMON. ENTRADA A PARCELA I.E. A CAS. EL PUQUIO DE MENORES N° 16040 MARIANO MELGAR INSTITUCION EDUCATIVA PRIMARIA Y SECUNDARIA MUNICIPAL PALACIO IGLESIA CATOLICA CENTRO DE SALUD MERCADO DE ABASTOS EVANGELICA IGLEISA DEL NAZARENO IGLESIA N° 024 I.E.INICIAL DISTRITAL GOBERNACION P.N.P. COMISARIA PARROQUIAL CASA POPULAR COMEDOR A LOZA DEPORTIVA AREA PROYECTADA D A C B G F I J L K H 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 01 02 01 02 03 04 05 06 07 08 09 10 11 12 01 02 03 01 01 02 03 04 05 06 07 08 09 10 11 02 02 01 01 02 03 04 05 06 07 08 09 10 11 12 13 147 01 03 04 02 01 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 25 26 05 06 07 08 09 10 11 12 13 14 15 28 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 09 10 11 12 13 11 12 13 14 15 16 17 18 19 14 15 16 17 18 19 20 21 22 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 28 29 26 31 32 37 38 30 M 737100E 737100E 737200E 737200E 737300E 737300E 737400E 737400E 737500E 737500E 737600E 737600E 737700E 737700E 737800E 737800E 737900E 737900E 738000E 738000E 738100E 738100E 9378100N 9378200N 9378200N 9378300N 9378300N 9378400N 9378400N 9378500N 9378500N 9378600N 9378600N 9378700N 9378700N ZANORA PASE DE C° A. DESC. CUNETAS B1-A B2 B3 B4 B5 B6 B7 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B20 - A B22 B23 B24 B25 B25-A B27 B28-A B47 B4a B4b B4d B4c B4e B4f L = 60.00 m. S =90 %o PVC UF - Ø 160mm. L = 52.70 m. S = 100.72 0/oo PVC UF - Ø 160mm. L = 34.60 m. S =243.6%o PVC UF - Ø 160mm. L=27.60m. S = 270.07%o PVC UF - Ø 160mm. L=36.60m. S =81.96 %o PVC UF - Ø 160mm. L=48.40m. S 102.13= %o PVC UF - Ø 160mm. L=22.60m. S =134.6 %o L=28.50 S=55.86%o PVC UF - Ø 160mm. L=24.80m. S=52%o PVC UF - Ø 160mm. L=29.00m. S=29%o PVC UF - Ø 160mm. L=71.75m. S = 50.35%o PVC UF - Ø 160mm. L=26.40m. S =32 %o PVC UF - Ø 160mm. L=31.00m. S=26.4%o PVC UF - Ø 160mm. 10.30m. S =54.85 %o L=44.90m. S=21.55%o PVC UF - Ø 160mm. L=35.35m. S=19.05%o PVC UF - Ø 160mm. L=53.75m. S=36.7%o PVC UF - Ø 160mm. L=39.55m. S=28.7%/oo PVC UF - Ø 160mm. L=36.85m. S=41.69%o PVC UF - Ø 160mm. L=42.10m. S=30.48%o PVC UF - Ø 160mm. L=41.30m. S=29.15%o PVC UF - Ø 160mm. L=43.95m. S=29.28%o PVC UF - Ø 160mm. L=29.65m. S=58%o UF - Ø 160mm. L=59.55m. S=24.97%o PVC UF - Ø 160mm. L=39.90m. S=13.5%o PVC UF - Ø 160mm. L=60.40m. S=23.26%o PVC UF - Ø 160mm. L=38.10m. S=109.13%o PVC UF - Ø 160mm. L=62.00m. S=82.17 %o PVC UF - Ø 160mm. L=35.00m. S=107%o PVC UF - Ø 160mm. L=21.00m. S=55.1%o PVC UF - Ø 160mm. (1.80) 1454.730 1452.930 (1.41) 1471.608 1470.196 (1.44) 1467.477 1466.038 (1.20) 1470.983 1469.783 B24a (1.39) 1472.993 1471.601 (1.20) 1476.946 1475.746 (1.42) 1477.708 1476.281 (1.40) 1479.172 1477.771 (1.54) 1481.035 1479.488 (1.28) 1482.345 1481.065 (1.40) 1484.217 1482.817 (1.415) 1486.299 1484.884 (1.40) 1488.416 1487.020 (1.15) 1489.313 1488.155 (1.37) 1491.501 1490.128 (1.35) 1492.151 1490.801 (1.20) 1523.05 1521.85 (1.20) 1514.214 1513.014 (1.35) 1536.327 1534.977 (1.20) 1518.738 1517.397 (1.39) 1511.328 1509.943 (1.20) 1512.00 1510.80 (1.20) 1509.00 1507.80 (1.05) 1503.900 1502.857 (1.29) 1501.107 1499.815 (1.20) 1499.992 1498.785 (1.20) 1493.795 1492.595 (2.00) 1499.512 1497.512 (1.00) 1500.244 1499.244 (1.297) 1498.492 1497.195 (1.35) 1497.195 1495.842 1495 (1.35) 1495.235 1493.885 (1.20) 1499.529 1498.329 B21 (1.40) 1476.200 1474.800 L=19.70m. S=47.8%o PVC UF - Ø 160mm. B15 - A (1.20) 1485.299 1484.099 L=28.80m. S=27.2%o Ø 160mm. PLANO DE REPLANTEO TRAMO I Y II DEFINITIVO CORREGIDO SANITARIO BUZON Nº 47 DE LLEGADA ( TRAMO I Y TRAMO II ) CAMBIO DE DIAMETRO EN COLECTOR 738200E ESCALA: AL-01 FECHA : FEBRERO - 2009 1/1000 DISTRITO : LAS PIRIAS ADOLFO MENOR VILLANUEVA ALCALDE 2007 - 2010 UBICACION : REVISADO : LOCALIDAD LAMINA: : LAS PIRIAS REPLANTEO RED DE ALCANTARILLADO TRAMO I y II PLANO: PROYECTO: PROYECTISTA : CONSORCIO ALIANZA REGION PROVINCIA : JAEN : CAJAMARCA MUNICIPALIDAD DISTRITAL DE LAS PIRIAS TOPOGRAFIA Y DIBUJO : 9378100N Y SISTEMA DE ALCANTARILLADO MEJORAMIENTO DEL AGUA POTABLE BUZON Nº 27 INICIO DE REPLANTEO L=41.80m. S=138.78%o PVC UF - Ø 160mm. (1.42) 1461.657 1460.237 (1.20) 1460.390 1459.190 B26 L=31.40m. S=33.5%o PVC UF - Ø 160mm. L=14.00m. S=374 %o B8 B10-A (1.20) 1497.244 1496.044 B28 L = 36.00 m. S = 33.30%o PVC UF - Ø 160mm. 1517.653 1516.453 (1.20) (1.05) 1499.729 1498.679 AREA PROYECTADA PARA LA POSTA MEDICA BM 02 1512.448 BM 01 1509.465 BM 01 1509.465 BM 02 1512.448 ESTRATEGICA CONSORCIO ALIANZA ESTRATEGICA UBICACION PLANTA DE TRATAMIENTO 6.50m. S = 44%o L=64.95m. S=33.86%o L=29.15m. S=34.3%o PVC UF - Ø 160mm. PVC UF - Ø 160mm. B21-A (1.20) 1475.00 1473.800 (1.20) 1487.620 1486.420 L=30.00m. S=20%o PVC UF - Ø 160mm. B14-A L=23.60m. S =216.70 %o PVC UF - Ø 160mm. (1.341) 1527.887 1526.546 (1.20) 1510.300 1509.100 (1.20 1505.184 1503.984 B1 L = 25.30 m. S =367.2%o PVC UF - Ø 160mm. B3-A B3-B S=341.0 %O BUZON PROYECTADOS L=13.90 L=20.70m. S=46.08%o PVC UF - Ø 160mm. B4g B4d-1 L=18.75m. S=15.5%o PVC UF - Ø 160mm. (1.20) 1481.970 1480.770 (2.00) 1496.343 1494.343 L=17.00m. S=26.85%o PVC UF - Ø 160mm. L=12.40m. S =82.9 %o L=30.15m. S=44.89%o PVC UF - Ø 160mm. L=10.00m. S=150%o PVC UF - Ø 160mm. (1.20) 1492.951 1491.751 OK B17-A (1.45) 1459.475 1458.025 1440 1445 1450 1455 1465 1470 1475 1480 1485 1505 E B29 B30 B31 B32-A B34 B36-A B36-B B37 B38 B39 B40 B41 B42 B43 B44 B45 B46 B48 B49 L = 16.90 m. S = 26.62 o/0o (1.40) 1513.226 1511.826 L = 30.80 m. S = 20.22%o PVC UF - Ø160mm (1.40) 1512.223 1510.823 (1.40) 1510.188 1508.788 L = 32.20 m. S =43.47 %o PVC UF - Ø 160mm (1.40) 1508.362 1506.962 L = 37.40m. S =90.29 %o PVC UF - Ø 160mm (1.40) 1504.985 1503.585 (1.40) 1497.151 1495.751 L = 29.50 m. S = 50.77 %o PVC UF - Ø 160mm L = 24.70m. S =29.10 %o PVC UF - Ø 160mm (1.40) 1494.770 1493.37 L = 26.00 m. S = 23.07%o PVC UF - Ø 160mm L=38.50m. S = 20.77%o UF - Ø 160mm (2.40) 1494.370 1491.97 L = 21.50.00 m. S = 39.53%o PVC UF - Ø 160mm (1.40) 1489.87 1488.47 L = 44.00 m. S = 24.40%o PVC UF - Ø 160mm (1.40) 1487.429 1486.029 L = 28.00 m. S = 27.00 %o PVC UF - Ø 160mm (1.60) 1484.562 1482.962 L = 43.00 m. S = 36.39%o PVC UF - Ø 160mm. (1.40) 1482.797 1481.397 L = 36.10 m. S =65.15 %o PVC UF - Ø 160mm. L = 37.70 m. S = 50.21%o PVC UF - Ø 160mm. L = 31.80m. S =168.30 %o PVC UF - Ø 160mm. L = 35.90m. S =243.31 %o PVC UF - Ø 160mm. L = 25.65 m. S = 77.30%o PVC UF - Ø 200mm L = 36.00 m. S =243.80 %o PVC UF - Ø 200mm L=23.35m. S = 271.220%o L = 50.00 m. S = 412.04%o PVC UF - Ø 200mm L = 17.50m. S=254.029%o (1.40) 1404.333 1402.933 (1.40) 1424.935 1423.535 (1.40) 1440.07 1438.67 (1.40) 1452.347 1450.947 B33 B L = 34.40m. S = 11.65 %o PVC UF - Ø 160mm B39 A (1.40) 1488.503 1487.103 L = 43.80 m. S =31.21 %o PVC UF - Ø 160mm B43 A L = 39.50 m. S = 24.50 %o PVC UF - Ø 160mm. B33 A (1.40) 1499.428 1498.028 (1.40) 1492.12 1490.72 L = 29.00 m. S =20.68%o PVC UF - Ø 160mm B38 A B45-A L = 34.15 m. S =178.44%o PVC UF - Ø 160mm. (1.40) 1463.065 1461.665 (1.40) 1468.417 1467.017 BM 01 1462.093 (1.40) 1474.511 1473.111 BM 02 1462.093 (1.40) 1476.404 1475.004 B43 B (1.40) 1478.756 1477.356 (1.40) 1481.829 1480.429 L = 40.00 m. S =76.82 %o PVC UF - Ø 160mm. L = 60.00 m. S = 38.51 %o PVC UF - Ø 160mm (1.60) 1485.318 1483.718 B38 B L = 12 m. S =62.00 %o L=31.00m. S = 20.96%o UF - Ø 160mm L = 21.00m. S =43.71 %o L = 16.30m. S = 23.19%o L = 26.10 m. S = 38.96 %o PVC UF - Ø 160mm L = 14.40m. S = 265.83%o B33 B33 B B33 C B33 D B32 L = 23.00m. S =30.95 %o PVC UF - Ø 160mm B31-A L = 13.70 m. S = 40.36o/0o B29-A B30-A L = 16.30 m. S = 80.62%o L = 18.00 m. S = 23.66%o L = 28.00 m. S =35.71 %o (1.40) 1492.72 1491.32 (1.40) 1491.12 1489.72 (2.40) 1495.170 1492.77 B36 B35 (1.40) 1495.514 1494.114 (1.40) 1496.233 1494.833 (1.40) 1498.649 1497.249 (1.40) 1499.05 1497.650 (1.40) 1500.445 1499.045 (1.40) 1504.273 1502.873 (1.40) 1511.600 1510.20 (1.40) 1509.762 1508.362 (1.20) 1512.673 1511.273 28 L=28.00m. S = 314.357%o B50 B51 B52 B53 (1.40) 1443.57 1442.17 (1.40) 1433.737 1432.337 L=20.00m. S = 175.00%o CT = 1380.660 (1.40) 1490.27 1488.87 B38 C L = 9.60 m. S =41.66 %o B16-A L=22.95m. S=23.87%o PVC UF - Ø 160mm. (1.40) 1483.013 1481.613 LEYENDA BUZONES EXISTENTES BUZONES PROYECTADOS (NUEVOS) RED COLECTORA EXISTENTE TUB. CSN RED COLECTORA PROYECTADA PVC UF PUENTE EXISTENTE 01 LOTES EXISTENTES MANZANAS EXISTENTE F CONEXION DOMICILIARIA PROYECTADA 1370 1370 1375 1375 1380 1380 1385 1385 1390 1390 1395 1395 1400 1400 1405 1405 1410 1410 1415 1415 1420 1420 1425 1425 1430 1430 1435 1435 1440 1440 1445 1445 1450 1450 1455 1455 1460 1460 1460 1460 1460 1460 1465 1465 1465 1465 1470 1470 1475 1480 1480 1485 1485 1485 1490 1490 1495 1500 1500 1505 1510 1515 1520 1520 1525 1525 1530 1530 1535 1535 738200E A JAEN A RIO BRAVO A CAS. LAUREL A CASERIO EL LIMON. ENTRADA A PARCELA I.E. A CAS. EL PUQUIO DE MENORES N° 16040 MARIANO MELGAR INSTITUCION EDUCATIVA PRIMARIA Y SECUNDARIA MUNICIPAL PALACIO IGLESIA CATOLICA CENTRO DE SALUD MERCADO DE ABASTOS EVANGELICA IGLEISA DEL NAZARENO IGLESIA N° 024 I.E.INICIAL DISTRITAL GOBERNACION P.N.P. COMISARIA PARROQUIAL CASA POPULAR COMEDOR A LOZA DEPORTIVA AREA PROYECTADA D A C B G F I J L K H 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 01 02 01 02 03 04 05 06 07 08 09 10 11 12 01 02 03 01 01 02 03 04 05 06 07 08 09 10 11 02 02 01 01 02 03 04 05 06 07 08 09 10 11 12 13 147 01 03 04 02 01 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 25 26 05 06 07 08 09 10 11 12 13 14 15 28 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 09 10 11 12 13 11 12 13 14 15 16 17 18 19 14 15 16 17 18 19 20 21 22 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 28 29 26 31 32 37 38 30 M 737100E 737100E 737200E 737200E 737300E 737300E 737400E 737400E 737500E 737500E 737600E 737600E 737700E 737700E 737800E 737800E 737900E 737900E 738000E 738000E 738100E 738100E 9378100N 9378200N 9378200N 9378300N 9378300N 9378400N 9378400N 9378500N 9378500N 9378600N 9378600N 9378700N 9378700N ZANORA PASE DE C° A. DESC. CUNETAS B1-A B2 B3 B4 B5 B6 B7 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B20 - A B22 B23 B24 B25 B25-A B27 B28-A B47 B4a B4b B4d B4c B4e B4f B24a 1495 B21 B15 - A 738200E ESCALA: AL-01 FECHA : FEBRERO - 2009 1/1000 DISTRITO : LAS PIRIAS ADOLFO MENOR VILLANUEVA ALCALDE 2007 - 2010 UBICACION : REVISADO : LOCALIDAD LAMINA: : LAS PIRIAS REPLANTEO CONEXIONES DOMICILIARIAS PLANO: PROYECTO: PROYECTISTA : CONSORCIO ALIANZA REGION PROVINCIA : JAEN : CAJAMARCA MUNICIPALIDAD DISTRITAL DE LAS PIRIAS TOPOGRAFIA Y DIBUJO : 9378100N Y SISTEMA DE ALCANTARILLADO MEJORAMIENTO DEL AGUA POTABLE B26 B8 B10-A B28 AREA PROYECTADA PARA LA POSTA MEDICA BM 02 1512.448 BM 01 1509.465 ESTRATEGICA CONSORCIO ALIANZA ESTRATEGICA UBICACION PLANTA DE TRATAMIENTO B21-A B14-A B1 B3-A B3-B B4g B4d-1 OK B17-A 1440 1445 1450 1455 1465 1470 1475 1480 1485 1505 E B29 B30 B31 B32-A B34 B36-A B36-B B37 B38 B39 B40 B41 B42 B43 B44 B45 B46 B48 B49 (1.40) B39 A B43 A B33 A B38 A B45-A BM 01 1462.093 BM 02 1462.093 B43 B B38 B B33 B33 B B33 C B33 D B32 B31-A B29-A B30-A B36 B35 28 B50 B51 B52 B53 B54 C = 1384.066 B38 C B16-A (1.40) CT = 1400.078 CF = 1398.678 CAMARA DE REJAS <> m <> <> <> <> <> <> <> <> <> m LECHO DE SECADO CF = 1379.368 <> TANQUE IMHOFF CF = 1379.560 FILTRO BIOLOGICO CF = 1379.687 <>m <>m <>m <> <>m <>m L = 41.50 m. S = 364.289%o PVC UF - Ø 200mm 2.20 m 1.70 m UBICACION PLANTA DE TRATAMIENTO CT = 1380.660 1370 1370 1375 1375 1380 1380 1385 1385 1390 1390 1395 1395 1400 1400 1405 1405 1410 1410 1415 1415 1420 1420 1425 1425 1430 1430 1435 1435 1440 1440 1445 1445 1450 1450 1455 1455 1460 1460 1460 1460 1460 1460 1465 1465 1465 1465 1470 1470 1475 1480 1480 1485 1485 1485 1490 1490 1495 1500 1500 1505 1510 1515 1520 1520 1525 1525 1530 1530 1535 1535 738200E A JAEN A RIO BRAVO A CAS. LAUREL A CASERIO EL LIMON. ENTRADA A PARCELA I.E. A CAS. EL PUQUIO DE MENORES N° 16040 MARIANO MELGAR INSTITUCION EDUCATIVA PRIMARIA Y SECUNDARIA MUNICIPAL PALACIO IGLESIA CATOLICA CENTRO DE SALUD MERCADO DE ABASTOS EVANGELICA IGLEISA DEL NAZARENO IGLESIA N° 024 I.E.INICIAL DISTRITAL GOBERNACION P.N.P. COMISARIA PARROQUIAL CASA POPULAR COMEDOR A LOZA DEPORTIVA AREA PROYECTADA D A C B G F I J L K H 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 01 02 01 02 03 04 05 06 07 08 09 10 11 12 01 02 03 01 01 02 03 04 05 06 07 08 09 10 11 02 02 01 01 02 03 04 05 06 07 08 09 10 11 12 13 147 01 03 04 02 01 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 25 26 05 06 07 08 09 10 11 12 13 14 15 28 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 09 10 11 12 13 11 12 13 14 15 16 17 18 19 14 15 16 17 18 19 20 21 22 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 28 29 26 31 32 37 38 30 M 737100E 737100E 737200E 737200E 737300E 737300E 737400E 737400E 737500E 737500E 737600E 737600E 737700E 737700E 737800E 737800E 737900E 737900E 738000E 738000E 738100E 738100E 9378100N 9378200N 9378200N 9378300N 9378300N 9378400N 9378400N 9378500N 9378500N 9378600N 9378600N 9378700N 9378700N ZANORA PASE DE C° A. DESC. CUNETAS B1-A B2 B3 B4 B5 B6 B7 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B20 - A B22 B23 B24 B25 B25-A B27 B28-A B47 B4a B4b B4d B4c B4e B4f L = 60.00 m. S =89.95 %o PVC UF - Ø 160mm. L = 52.70 m. S = 100.72 0/oo PVC UF - Ø 160mm. L = 13.20m. S =120.98%o PVC UF - Ø 160mm. L=27.60m. S = 270.07%o PVC UF - Ø 160mm. L=36.60m. S =81.96 %o PVC UF - Ø 160mm. L=48.40m. S 102.13= %o PVC UF - Ø 160mm. L=22.60m. S =134.6 %o L=28.50 S=55.86%o PVC UF - Ø 160mm. L=24.80m. S=52%o PVC UF - Ø 160mm. L=29.00m. S=29%o PVC UF - Ø 160mm. L=26.40m. S =39.50%o PVC UF - Ø 160mm. L=31.00m. S=26.4%o PVC UF - Ø 160mm. L=44.90m. S=21.55%o PVC UF - Ø 160mm. L=35.35m. S=19.05%o PVC UF - Ø 160mm. L=53.75m. S=36.7%o PVC UF - Ø 160mm. L=39.55m. S=28.7%/oo PVC UF - Ø 160mm. L=36.85m. S=41.69%o PVC UF - Ø 160mm. L=42.10m. S=30.48%o PVC UF - Ø 160mm. L=41.30m. S=29.15%o PVC UF - Ø 160mm. L=43.95m. S=29.28%o PVC UF - Ø 160mm. L=29.65m. S=58%o UF - Ø 160mm. L=59.55m. S=24.97%o PVC UF - Ø 160mm. L=39.90m. S=13.5%o PVC UF - Ø 160mm. L=60.40m. S=23.26%o PVC UF - Ø 160mm. L=38.10m. S=109.13%o PVC UF - Ø 160mm. L=62.00m. S=82.17 %o PVC UF - Ø 160mm. L=35.00m. S=107%o PVC UF - Ø 160mm. L=21.00m. S=55.1%o PVC UF - Ø 160mm. (1.80) 1454.730 1452.930 (1.41) 1471.608 1470.196 (1.44) 1467.477 1466.038 (1.20) 1470.983 1469.783 B24a (1.39) 1472.993 1471.601 (1.40) 1476.946 1475.546 (1.42) 1477.708 1476.281 (1.40) 1479.172 1477.771 (1.54) 1481.035 1479.488 (1.28) 1482.345 1481.065 (1.40) 1484.217 1482.817 (1.415) 1486.299 1484.884 (1.40) 1488.416 1487.020 (1.15) 1489.313 1488.155 (1.37) 1491.501 1490.128 (1.35) 1492.151 1490.801 (1.40) 1523.05 1521.65 (1.40) 1514.214 1512.814 (1.35) 1536.327 1534.977 (1.20) 1518.738 1517.397 (1.40) 1511.328 1509.943 (1.20) 1512.00 1510.80 (1.20) 1509.00 1507.80 (1.05) 1503.900 1502.857 (1.29) 1501.107 1499.815 (1.20) 1499.992 1498.785 (1.20) 1493.795 1492.595 (2.00) 1499.512 1497.512 (1.20) 1500.244 1499.044 (1.297) 1498.492 1497.195 (1.35) 1497.195 1495.842 1495 (1.35) 1495.235 1493.885 (1.20) 1499.529 1498.329 B21 (1.40) 1476.200 1474.800 L=29.15m. S=47.8%o PVC UF - Ø 160mm. B15 - A (1.20) 1485.299 1484.099 L=28.80m. S=27.2%o Ø 160mm. BUZON Nº 47 DE LLEGADA ( TRAMO I Y TRAMO II ) CAMBIO DE DIAMETRO EN COLECTOR 738200E AL-01 RED GENERAL DE ALCANTARILLADO TRAMO I y II 9378100N L=41.80m. S=138.78%o PVC UF - Ø 160mm. (1.42) 1461.657 1460.237 (1.40) 1460.390 1458.99 B26 L=31.40m. S=33.5%o PVC UF - Ø 160mm. L=14.00m. S=374 %o B10-A (1.20) 1497.244 1496.044 B28 L = 36.00 m. S = 95.52%o PVC UF - Ø 160mm. 1517.653 1516.253 (1.40) AREA PROYECTADA PARA LA POSTA MEDICA BM 02 1512.448 BM 01 1509.465 BM 01 1509.465 BM 02 1512.448 UBICACION PLANTA DE TRATAMIENTO L=64.95m. S=33.86%o L=29.15m. S=34.3%o PVC UF - Ø 160mm. PVC UF - Ø 160mm. B21-A (1.40) 1475.00 1473.600 (1.20) 1487.620 1486.420 L=30.00m. S=20%o PVC UF - Ø 160mm. B14-A L=23.60m. S =216.77 %o PVC UF - Ø 160mm. (1.341) 1527.887 1526.546 (1.40) 1510.300 1508.900 (1.40) 1505.184 1503.784 B1 L = 25.30 m. S =367.2%o PVC UF - Ø 160mm. B3-A B3-B S=341.0 %O L=13.90 L=20.70m. S=46.08%o PVC UF - Ø 160mm. B4g B4d-1 L=18.75m. S=15.5%o PVC UF - Ø 160mm. (1.40) 1481.970 1480.570 (2.00) 1496.343 1494.343 L=17.00m. S=26.85%o PVC UF - Ø 160mm. L=12.40m. S =82.9 %o L=30.15m. S=44.89%o PVC UF - Ø 160mm. L=10.00m. S=150%o PVC UF - Ø 160mm. (1.20) 1492.951 1491.751 B17-A (1.45) 1459.475 1458.025 1440 1445 1450 1455 1465 1470 1475 1480 1485 1505 E B29 B30 B31 B32-A B34 B36-A B36-B B37 B38 B39 B40 B41 B42 B43 B44 B45 B46 B48 B49 L = 16.90 m. S = 26.62 o/0o (1.40) 1513.226 1511.826 L = 30.80 m. S = 20.22%o PVC UF - Ø160mm (1.40) 1512.223 1510.823 (1.40) 1510.188 1508.788 L = 32.20 m. S =43.47 %o PVC UF - Ø 160mm (1.40) 1508.362 1506.962 L = 37.40m. S =90.29 %o PVC UF - Ø 160mm (1.40) 1504.985 1503.585 (1.40) 1497.151 1495.751 L = 27.30 m. S = 54.87 %o PVC UF - Ø 160mm L = 24.70m. S =29.10 %o PVC UF - Ø 160mm (1.40) 1494.770 1493.37 L = 26.00 m. S = 23.07%o PVC UF - Ø 160mm L=38.50m. S = 20.77%o UF - Ø 160mm (2.40) 1494.370 1491.97 L = 21.50.00 m. S = 39.53%o PVC UF - Ø 160mm (1.40) 1489.87 1488.47 L = 44.00 m. S = 24.40%o PVC UF - Ø 160mm (1.40) 1487.429 1486.029 L = 28.00 m. S = 27.00 %o PVC UF - Ø 160mm (1.60) 1484.562 1482.962 L = 43.00 m. S = 36.39%o PVC UF - Ø 160mm. (1.40) 1482.797 1481.397 L = 36.10 m. S =65.15 %o PVC UF - Ø 160mm. L = 37.70 m. S = 50.21%o PVC UF - Ø 160mm. L = 31.80m. S =168.30 %o PVC UF - Ø 160mm. L = 35.90m. S =243.31 %o PVC UF - Ø 160mm. L = 25.65 m. S = 77.30%o PVC UF - Ø 200mm L = 36.00 m. S =243.80 %o PVC UF - Ø 200mm L=23.35m. S = 271.220%o L = 50.00 m. S = 412.04%o PVC UF - Ø 200mm L = 17.50m. S=254.029%o (1.40) 1404.333 1402.933 (1.40) 1424.935 1423.535 (1.40) 1440.07 1438.67 (1.40) 1452.347 1450.947 B33 B L = 34.40m. S = 11.65 %o PVC UF - Ø 160mm B39 A (1.40) 1488.503 1487.103 L = 43.80 m. S =31.21 %o PVC UF - Ø 160mm B43 A L = 39.50 m. S = 24.50 %o PVC UF - Ø 160mm. B33 A (1.40) 1499.428 1498.028 (1.40) 1492.12 1490.72 L = 29.00 m. S =20.68%o PVC UF - Ø 160mm B38 A B45-A L = 34.15 m. S =178.44%o PVC UF - Ø 160mm. (1.40) 1463.065 1461.665 (1.40) 1468.417 1467.017 BM 01 1462.093 (1.40) 1474.511 1473.111 BM 02 1462.093 (1.40) 1476.404 1475.004 B43 B (1.40) 1478.756 1477.356 (1.40) 1481.829 1480.429 L = 40.00 m. S =76.82 %o PVC UF - Ø 160mm. L = 60.00 m. S = 38.51 %o PVC UF - Ø 160mm (1.60) 1485.318 1483.718 B38 B L=31.00m. S = 20.96%o UF - Ø 160mm L = 16.30m. S = 23.19%o L = 26.10 m. S = 38.96 %o PVC UF - Ø 160mm L = 14.40m. S = 265.83%o B33 B33 B B33 C B33 D B32 L = 23.00m. S =30.95 %o PVC UF - Ø 160mm B31-A L = 13.70 m. S = 40.36o/0o B29-A B30-A L = 16.30 m. S = 80.62%o L = 18.00 m. S = 23.66%o L = 28.00 m. S =35.71 %o (1.40) 1492.72 1491.32 (1.40) 1491.12 1489.72 (2.40) 1495.170 1492.77 B36 B35 (1.40) 1495.514 1494.114 (1.40) 1496.233 1494.833 (1.40) 1498.649 1497.249 (1.40) 1499.05 1497.650 (1.40) 1500.445 1499.045 (1.40) 1504.273 1502.873 (1.40) 1511.600 1510.20 (1.40) 1509.762 1508.362 (1.40) 1512.673 1511.273 28 L=28.00m. S = 314.357%o B50 B51 B52 B53 (1.40) 1443.57 1442.17 (1.40) 1433.737 1432.337 L=20.00m. S = 175.00%o CTN = 1380.660 (1.40) 1490.27 1488.87 B38 C L = 9.60 m. S =41.66 %o B16-A L=22.95m. S=23.87%o PVC UF - Ø 160mm. (1.40) 1483.013 1481.613 (1.40) CT = 1400.078 CF = 1398.678 CAMARA DE REJAS LECHO DE SECADO CF = 1379.368 TANQUE IMHOFF CF = 1379.560 FILTRO BIOLOGICO CF = 1379.687 L = 41.50 m. S = 364.289%o PVC UF - Ø 200mm 2.20 m 1.70 m UBICACION PLANTA DE TRATAMIENTO CT = 1380.660 S=334.07%O L=14.35 1534.780 (1.40) 1533.380 B1-B L = 21.40m. S =319.35%o PVC UF - Ø 160mm. BM 01 1462.093 BM PT 1379.560 BM PT 1379.560 PLANTA RED DE ALCANTARILLADO ESCALA: 1/1000 MANZANA "F" SISTEMA CONDOMINAL 50.00 m <> <> <> m 1370 1370 1375 1375 1380 1380 1385 1385 1390 1390 1395 1395 1400 1400 1405 1405 1410 1410 1415 1415 1420 1420 1425 1425 1430 1430 1435 1435 1440 1440 1445 1445 1450 1450 1455 1455 1460 1460 1460 1460 1460 1460 1465 1465 1465 1465 1470 1470 1475 1480 1480 1485 1485 1485 1490 1490 1495 1500 1500 1505 1510 1515 1520 1520 1525 1525 1530 1530 1535 1535 738200E A JAEN A RIO BRAVO A CAS. LAUREL A CASERIO EL LIMON. ENTRADA A PARCELA I.E. A CAS. EL PUQUIO DE MENORES N° 16040 MARIANO MELGAR INSTITUCION EDUCATIVA PRIMARIA Y SECUNDARIA MUNICIPAL PALACIO IGLESIA CATOLICA CENTRO DE SALUD MERCADO DE ABASTOS EVANGELICA IGLEISA DEL NAZARENO IGLESIA N° 024 I.E.INICIAL DISTRITAL GOBERNACION P.N.P. COMISARIA PARROQUIAL CASA POPULAR COMEDOR A LOZA DEPORTIVA AREA PROYECTADA D A C B G F I J L K H 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 01 02 01 02 03 04 05 06 07 08 09 10 11 12 01 02 03 01 01 02 03 04 05 06 07 08 09 10 11 02 02 01 01 02 03 04 05 06 07 08 09 10 11 12 13 147 01 03 04 02 01 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 25 26 05 06 07 08 09 10 11 12 13 14 15 28 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 09 10 11 12 13 11 12 13 14 15 16 17 18 19 14 15 16 17 18 19 20 21 22 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 28 29 26 31 32 37 38 30 M 737100E 737100E 737200E 737200E 737300E 737300E 737400E 737400E 737500E 737500E 737600E 737600E 737700E 737700E 737800E 737800E 737900E 737900E 738000E 738000E 738100E 738100E 9378100N 9378200N 9378200N 9378300N 9378300N 9378400N 9378400N 9378500N 9378500N 9378600N 9378600N 9378700N 9378700N ZANORA PASE DE C° A. DESC. CUNETAS B1-A B2 B3 B4 B5 B6 B7 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B20 - A B22 B23 B24 B25 B25-A B27 B28-A B47 B4a B4b B4d B4c B4e B4f L = 60.00 m. S =89.95 %o PVC UF - Ø 160mm. L = 52.70 m. S = 100.72 0/oo PVC UF - Ø 160mm. L = 13.20m. S =120.98%o PVC UF - Ø 160mm. L=27.60m. S = 270.07%o PVC UF - Ø 160mm. L=36.60m. S =81.96 %o PVC UF - Ø 160mm. L=48.40m. S 102.13= %o PVC UF - Ø 160mm. L=22.60m. S =134.6 %o L=28.50 S=55.86%o PVC UF - Ø 160mm. L=24.80m. S=52%o PVC UF - Ø 160mm. L=29.00m. S=29%o PVC UF - Ø 160mm. L=26.40m. S =39.50%o PVC UF - Ø 160mm. L=31.00m. S=26.4%o PVC UF - Ø 160mm. L=44.90m. S=21.55%o PVC UF - Ø 160mm. L=35.35m. S=19.05%o PVC UF - Ø 160mm. L=53.75m. S=36.7%o PVC UF - Ø 160mm. L=39.55m. S=28.7%/oo PVC UF - Ø 160mm. L=36.85m. S=41.69%o PVC UF - Ø 160mm. L=42.10m. S=30.48%o PVC UF - Ø 160mm. L=41.30m. S=29.15%o PVC UF - Ø 160mm. L=43.95m. S=29.28%o PVC UF - Ø 160mm. L=29.65m. S=58%o UF - Ø 160mm. L=59.55m. S=24.97%o PVC UF - Ø 160mm. L=39.90m. S=13.5%o PVC UF - Ø 160mm. L=60.40m. S=23.26%o PVC UF - Ø 160mm. L=38.10m. S=109.13%o PVC UF - Ø 160mm. L=62.00m. S=82.17 %o PVC UF - Ø 160mm. L=35.00m. S=107%o PVC UF - Ø 160mm. L=21.00m. S=55.1%o PVC UF - Ø 160mm. (1.80) 1454.730 1452.930 (1.41) 1471.608 1470.196 (1.44) 1467.477 1466.038 (1.20) 1470.983 1469.783 B24a (1.39) 1472.993 1471.601 (1.20) 1476.946 1475.746 (1.42) 1477.708 1476.281 (1.40) 1479.172 1477.771 (1.54) 1481.035 1479.488 (1.28) 1482.345 1481.065 (1.40) 1484.217 1482.817 (1.415) 1486.299 1484.884 (1.40) 1488.416 1487.020 (1.15) 1489.313 1488.155 (1.37) 1491.501 1490.128 (1.35) 1492.151 1490.801 (1.40) 1523.05 1521.65 (1.40) 1514.214 1512.814 (1.35) 1536.327 1534.977 (1.20) 1518.738 1517.397 (1.40) 1511.328 1509.943 (1.20) 1512.00 1510.80 (1.20) 1509.00 1507.80 (1.05) 1503.900 1502.857 (1.29) 1501.107 1499.815 (1.20) 1499.992 1498.785 (1.20) 1493.795 1492.595 (2.00) 1499.512 1497.512 (1.00) 1500.244 1499.044 (1.297) 1498.492 1497.195 (1.35) 1497.195 1495.842 1495 (1.35) 1495.235 1493.885 (1.20) 1499.529 1498.329 B21 (1.40) 1476.200 1474.800 L=19.70m. S=47.8%o PVC UF - Ø 160mm. B15 - A (1.20) 1485.299 1484.099 L=28.80m. S=27.2%o Ø 160mm. PLANO DE DENSIDAD DE CAMPO BUZON Nº 47 DE LLEGADA ( TRAMO I Y TRAMO II ) CAMBIO DE DIAMETRO EN COLECTOR 738200E ESCALA: DC-01 FECHA : MARZO - 2009 1/1000 DISTRITO : LAS PIRIAS ADOLFO MENOR VILLANUEVA ALCALDE 2007 - 2010 UBICACION : REVISADO : LOCALIDAD LAMINA: : LAS PIRIAS UBICACION DE DENSIDAD DE CAMPO PLANO: PROYECTO: PROYECTISTA : CONSORCIO ALIANZA REGION PROVINCIA : JAEN : CAJAMARCA MUNICIPALIDAD DISTRITAL DE LAS PIRIAS TOPOGRAFIA Y DIBUJO : 9378100N Y SISTEMA DE ALCANTARILLADO MEJORAMIENTO DEL AGUA POTABLE L=41.80m. S=138.78%o PVC UF - Ø 160mm. (1.42) 1461.657 1460.237 (1.20) 1460.390 1459.190 B26 L=31.40m. S=33.5%o PVC UF - Ø 160mm. L=14.00m. S=374 %o B10-A (1.20) 1497.244 1496.044 B28 L = 36.00 m. S = 95.52%o PVC UF - Ø 160mm. 1517.653 1516.253 (1.40) AREA PROYECTADA PARA LA POSTA MEDICA BM 02 1512.448 BM 01 1509.465 BM 01 1509.465 BM 02 1512.448 ESTRATEGICA CONSORCIO ALIANZA ESTRATEGICA UBICACION PLANTA DE TRATAMIENTO L=64.95m. S=33.86%o L=29.15m. S=34.3%o PVC UF - Ø 160mm. PVC UF - Ø 160mm. B21-A (1.20) 1475.00 1473.800 (1.20) 1487.620 1486.420 L=30.00m. S=20%o PVC UF - Ø 160mm. B14-A L=23.60m. S =216.77 %o PVC UF - Ø 160mm. (1.341) 1527.887 1526.546 (1.40) 1510.300 1508.900 (1.40) 1505.184 1503.784 B1 L = 25.30 m. S =367.2%o PVC UF - Ø 160mm. B3-A B3-B S=341.0 %O L=13.90 L=20.70m. S=46.08%o PVC UF - Ø 160mm. B4g B4d-1 L=18.75m. S=15.5%o PVC UF - Ø 160mm. (1.20) 1481.970 1480.770 (2.00) 1496.343 1494.343 L=17.00m. S=26.85%o PVC UF - Ø 160mm. L=12.40m. S =82.9 %o L=30.15m. S=44.89%o PVC UF - Ø 160mm. L=10.00m. S=150%o PVC UF - Ø 160mm. (1.20) 1492.951 1491.751 B17-A (1.45) 1459.475 1458.025 1440 1445 1450 1455 1465 1470 1475 1480 1485 1505 E B29 B30 B31 B32-A B34 B36-A B36-B B37 B38 B39 B40 B41 B42 B43 B44 B45 B46 B48 B49 L = 16.90 m. S = 26.62 o/0o (1.40) 1513.226 1511.826 L = 30.80 m. S = 20.22%o PVC UF - Ø160mm (1.40) 1512.223 1510.823 (1.40) 1510.188 1508.788 L = 32.20 m. S =43.47 %o PVC UF - Ø 160mm (1.40) 1508.362 1506.962 L = 37.40m. S =90.29 %o PVC UF - Ø 160mm (1.40) 1504.985 1503.585 (1.40) 1497.151 1495.751 L = 29.50 m. S = 50.77 %o PVC UF - Ø 160mm L = 24.70m. S =29.10 %o PVC UF - Ø 160mm (1.40) 1494.770 1493.37 L = 26.00 m. S = 23.07%o PVC UF - Ø 160mm L=38.50m. S = 20.77%o UF - Ø 160mm (2.40) 1494.370 1491.97 L = 21.50.00 m. S = 39.53%o PVC UF - Ø 160mm (1.40) 1489.87 1488.47 L = 44.00 m. S = 24.40%o PVC UF - Ø 160mm (1.40) 1487.429 1486.029 L = 28.00 m. S = 27.00 %o PVC UF - Ø 160mm (1.60) 1484.562 1482.962 L = 43.00 m. S = 36.39%o PVC UF - Ø 160mm. (1.40) 1482.797 1481.397 L = 36.10 m. S =65.15 %o PVC UF - Ø 160mm. L = 37.70 m. S = 50.21%o PVC UF - Ø 160mm. L = 31.80m. S =168.30 %o PVC UF - Ø 160mm. L = 35.90m. S =243.31 %o PVC UF - Ø 160mm. L = 25.65 m. S = 77.30%o PVC UF - Ø 200mm L = 36.00 m. S =243.80 %o PVC UF - Ø 200mm L=23.35m. S = 271.220%o L = 50.00 m. S = 412.04%o PVC UF - Ø 200mm L = 17.50m. S=254.029%o (1.40) 1404.333 1402.933 (1.40) 1424.935 1423.535 (1.40) 1440.07 1438.67 (1.40) 1452.347 1450.947 B33 B L = 34.40m. S = 11.65 %o PVC UF - Ø 160mm B39 A (1.40) 1488.503 1487.103 L = 43.80 m. S =31.21 %o PVC UF - Ø 160mm B43 A L = 39.50 m. S = 24.50 %o PVC UF - Ø 160mm. B33 A (1.40) 1499.428 1498.028 (1.40) 1492.12 1490.72 L = 29.00 m. S =20.68%o PVC UF - Ø 160mm B38 A B45-A L = 34.15 m. S =178.44%o PVC UF - Ø 160mm. (1.40) 1463.065 1461.665 (1.40) 1468.417 1467.017 BM 01 1462.093 (1.40) 1474.511 1473.111 BM 02 1462.093 (1.40) 1476.404 1475.004 B43 B (1.40) 1478.756 1477.356 (1.40) 1481.829 1480.429 L = 40.00 m. S =76.82 %o PVC UF - Ø 160mm. L = 60.00 m. S = 38.51 %o PVC UF - Ø 160mm (1.60) 1485.318 1483.718 B38 B L = 12 m. S =62.00 %o L=31.00m. S = 20.96%o UF - Ø 160mm L = 21.00m. S =43.71 %o L = 16.30m. S = 23.19%o L = 26.10 m. S = 38.96 %o PVC UF - Ø 160mm L = 14.40m. S = 265.83%o B33 B33 B B33 C B33 D B32 L = 23.00m. S =30.95 %o PVC UF - Ø 160mm B31-A L = 13.70 m. S = 40.36o/0o B29-A B30-A L = 16.30 m. S = 80.62%o L = 18.00 m. S = 23.66%o L = 28.00 m. S =35.71 %o (1.40) 1492.72 1491.32 (1.40) 1491.12 1489.72 (2.40) 1495.170 1492.77 B36 B35 (1.40) 1495.514 1494.114 (1.40) 1496.233 1494.833 (1.40) 1498.649 1497.249 (1.40) 1499.05 1497.650 (1.40) 1500.445 1499.045 (1.40) 1504.273 1502.873 (1.40) 1511.600 1510.20 (1.40) 1509.762 1508.362 (1.40) 1512.673 1511.273 28 L=28.00m. S = 314.357%o B50 B51 B52 B53 (1.40) 1443.57 1442.17 (1.40) 1433.737 1432.337 L=20.00m. S = 175.00%o CTN = 1380.660 (1.40) 1490.27 1488.87 B38 C L = 9.60 m. S =41.66 %o B16-A L=22.95m. S=23.87%o PVC UF - Ø 160mm. (1.40) 1483.013 1481.613 (1.40) CT = 1400.078 CF = 1398.678 CAMARA DE REJAS L = 41.50 m. S = 364.289%o PVC UF - Ø 200mm 2.20 m 1.70 m S=333.69%O L=15.46 1534.780 (1.40) 1533.380 B1-B L = 19.40m. S =352.26%o PVC UF - Ø 160mm. BM 01 1462.093 BM PT 1379.560 BM PT 1379.560 PLANO UBICACION DE DENSIDAD EN SITU ESCALA: 1/1000 MANZANA "F" SISTEMA CONDOMINAL DC - 01 DC - 02 DC - 03 DC - 04 DC - 05 10.30m. S =54.85 %o B8 (1.05) 1499.729 1498.679 6.50m. S = 44%o B8 5 L = 21.00m. S =43.71 % L = 12 m. S =62.00 % ESCALA: FECHA : AGOSTO - 2009 1/1000 DISTRITO : LAS PIRIAS ADOLFO MENOR VILLANUEVA ALCALDE 2007 - 2010 UBICACION : RESIDENTE : LOCALIDAD LAMINA: : LAS PIRIAS PLANO: PROYECTO: EJECUTA : REGION PROVINCIA : JAEN : CAJAMARCA MUNICIPALIDAD DISTRITAL DE LAS PIRIAS TOPOGRAFIA Y CAD : Y SISTEMA DE ALCANTARILLADO MEJORAMIENTO DEL AGUA POTABLE CONSORCIO ALIANZA ESTRATEGICA RODT'MILER SUPERVISOR : Ing. JHONNY ARMANDO OLIVOS MERINO Ing. PAUL CANDIOTTY CALDERON 1370 1370 1375 1375 1380 1380 1385 1385 1390 1390 1395 1395 1400 1400 1405 1405 1410 1410 1415 1415 1420 1420 1425 1425 1430 1430 1435 1435 1440 1440 1445 1445 1450 1450 1455 1455 1460 1460 1460 1460 1460 1460 1465 1465 1465 1465 1470 1470 1475 1480 1480 1485 1485 1485 1490 1490 1495 1500 1500 1505 1510 1515 1520 1520 1525 1525 1530 1530 1535 1535 738200E A JAEN A RIO BRAVO A CAS. LAUREL A CASERIO EL LIMON. ENTRADA A PARCELA I.E. A CAS. EL PUQUIO DE MENORES N° 16040 MARIANO MELGAR INSTITUCION EDUCATIVA PRIMARIA Y SECUNDARIA MUNICIPAL PALACIO IGLESIA CATOLICA CENTRO DE SALUD MERCADO DE ABASTOS EVANGELICA IGLEISA DEL NAZARENO IGLESIA N° 024 I.E.INICIAL DISTRITAL GOBERNACION P.N.P. COMISARIA PARROQUIAL CASA POPULAR COMEDOR A LOZA DEPORTIVA AREA PROYECTADA D A C B G F I J L K H 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 01 02 01 02 03 04 05 06 07 08 09 10 11 12 01 02 03 01 01 02 03 04 05 06 07 08 09 10 11 02 02 01 01 02 03 04 05 06 07 08 09 10 11 12 13 147 01 03 04 02 01 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 25 26 05 06 07 08 09 10 11 12 13 14 15 28 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 09 10 11 12 13 11 12 13 14 15 16 17 18 19 14 15 16 17 18 19 20 21 22 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 28 29 26 31 32 37 38 30 M 737100E 737100E 737200E 737200E 737300E 737300E 737400E 737400E 737500E 737500E 737600E 737600E 737700E 737700E 737800E 737800E 737900E 737900E 738000E 738000E 738100E 738100E 9378100N 9378200N 9378200N 9378300N 9378300N 9378400N 9378400N 9378500N 9378500N 9378600N 9378600N 9378700N 9378700N ZANORA PASE DE C° A. DESC. CUNETAS 1495 738200E T-01 TOPOGRAFICO 9378100N AREA PROYECTADA PARA LA POSTA MEDICA BM 02 1512.448 BM 01 1509.465 BM 01 1509.465 BM 02 1512.448 1440 1445 1450 1455 1465 1470 1475 1480 1485 1505 E BM 01 1462.093 BM 02 1462.093 28 BM 01 1462.093 BM PT 1379.560 BM PT 1379.560 PLANO TOPOGRAFICO PLANTA GENERAL ESCALA: 1/1000 ESCALA: FECHA : AGOSTO - 2009 1/1000 DISTRITO : LAS PIRIAS ADOLFO MENOR VILLANUEVA ALCALDE 2007 - 2010 UBICACION : RESIDENTE : LOCALIDAD LAMINA: : LAS PIRIAS PLANO: PROYECTO: EJECUTA : REGION PROVINCIA : JAEN : CAJAMARCA MUNICIPALIDAD DISTRITAL DE LAS PIRIAS TOPOGRAFIA Y CAD : Y SISTEMA DE ALCANTARILLADO MEJORAMIENTO DEL AGUA POTABLE CONSORCIO ALIANZA ESTRATEGICA RODT'MILER SUPERVISOR : Ing. JHONNY ARMANDO OLIVOS MERINO Ing. PAUL CANDIOTTY CALDERON

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
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Footprint Area
Building Features	Car Parking Lot
Tags	autocad, drainpipe, DWG, full, installations, kläranlage, las, Project, Sanitary, treatment plant