Sewer System Design DWG Detail for AutoCAD

Sewer System Design DWG Detail for AutoCAD

Plane plant sewer system (drain) longitudinal profiles, heights and dimensions plane mailbox, pressure diagram, plane dumps and other topographical details. FULL

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

magnetic, reservoir of drinking water, f.v., esc:, flat, scale, indicated, revised approved by, date, consultant, digitalization, August, draft:, apurimac, abancay, district, Province, Department, key plane, abancay, flat:, km: km:, of the local road: villa gloria puente witucucho ayaorcco asillo, km bridge prov. district of department of, datum elev, yam, pbase, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, pvc, reservoir of drinking water, f.v., pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, pegct, pvgrid, pegct, pfgct, pegc, pegl, go, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, abancay, prov., plane in plant, abancay, Location, Dist .:, draft, flat, date, esc:, Dept .:, indicated, supervisor.:, apurimac, dib .:, may, sheet, cooperative fund for social development, construction of sewer system huanicaure abancay, designer:, esc:, in huanicahere plant, esc:, existing emitter network, movistar station, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pvi sta, pv elev, pvi sta, pv elev, pv elev, pvi sta, pv elev, pvi sta, pv elev, pvi sta, pv elev, abancay, prov., Longitudinal profile, abancay, Location, Dist .:, draft, flat, date, esc:, Dept .:, indicated, supervisor.:, apurimac, dib .:, may, sheet, cooperative fund for social development, construction of sewer system huanicaure abancay, designer:, abancay, prov., Longitudinal profile, abancay, Location, Dist .:, draft, flat, date, esc:, Dept .:, indicated, supervisor.:, apurimac, dib .:, may, sheet, cooperative fund for social development, construction of sewer system huanicaure abancay, designer:, ground level, bottom level, cutting alt, distance, ground level, bottom level, cutting alt, distance, pvi sta, pv elev, ground level, bottom level, cutting alt, distance, pvi sta, pv elev, ground level, bottom level, alt

Raw text data extracted from CAD file:

MAGNETIC E D Ú L R P E R L B Ú E P C I A RESERVORIO DE AGUA POTABLE B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-19 B-20 B-21 B-22 B-23 B-24 B-26 B-15 B-16 B-17 N 8492200.000 E 731000.000 N 8492100.000 E 731000.000 N 8492000.000 E 731000.000 N 8491900.000 E 731000.000 N 8491800.000 E 731000.000 N 8492200.000 E 730400.000 N 8492100.000 E 730400.000 N 8492000.000 E 730400.000 N 8491900.000 E 730400.000 N 8491800.000 E 730400.000 N 8491800.000 E 730500.000 N 8491800.000 E 730600.000 N 8491800.000 E 730700.000 N 8491800.000 E 730800.000 N 8491800.000 E 730900.000 F.V. 0.000 107 2406.985 Bc 125 2402.650 bc 124 2433.368 bc 123 2416.985 bc 122 2417.658 bc 121 2417.650 bc 108 2559.754 Bc 109 2548.654 Bc 110 2543.562 Bc 111 2521.589 Bc 112 2524.658 Bc 114 2518.698 Bc 113 2512.822 Bc 120 2498.369 bc 119 2501.625 bc 118 2493.685 bc 117 2482.360 Bc 115 2459.230 Bc 116 2471.524 Bc 106 2371.182 Bc 105 2370.982 Bc 104 2371.195 Bc 103 2377.081 70 102 2383.783 69 101 2391.422 68 100 2385.956 67 99 2382.319 66 98 2371.545 N 97 2379.519 P 96 2377.300 65 95 2378.879 64 94 2371.176 63 93 2382.191 M 92 2371.545 N 91 2372.970 62 90 2374.196 61 89 2375.537 60 88 2377.152 59 87 2378.585 58 86 2379.704 57 85 2382.174 56 84 2398.142 L 83 2382.191 M 82 2389.943 55 81 2393.304 54 80 2394.496 53 79 2395.007 52 78 2396.407 51 77 2390.449 50 76 2391.337 49 75 2388.272 48 74 2397.697 47 73 2401.421 46 72 2402.839 45 71 2411.677 I 70 2398.142 L 69 2406.876 44 68 2415.298 H 67 2411.677 I 66 2441.323 44 65 2440.070 43 64 2421.002 J 63 2428.620 K 62 2423.171 42 61 2418.652 41 60 2417.107 40 59 2418.115 39 58 2411.677 I 57 2421.002 J 56 2417.963 38 55 2415.268 37 54 2415.706 36 53 2413.531 35 52 2411.323 34 51 2415.298 H 50 2411.677 I 49 2416.435 33 48 2421.777 32 47 2432.289 G 46 2415.298 H 45 2421.346 31 44 2425.200 30 43 2438.265 29 42 2457.593 F 41 2432.289 G 40 2442.041 28 39 2444.437 27 38 2447.935 26 37 2467.615 E 36 2457.593 F 35 2459.014 25 34 2469.585 24 33 2467.668 23 32 2493.627 D 31 2467.615 E 30 2481.025 Bz 29 2476.430 22 28 2478.745 21 27 2479.281 20 26 2481.919 19 25 2493.556 18 24 2493.813 17 23 2497.792 C 22 2493.627 D 21 2496.020 16 20 2499.335 15 19 2501.363 14 18 2504.699 13 17 2507.007 12 16 2511.062 11 15 2533.166 B 14 2497.792 C 13 2512.822 10 12 2523.581 9 11 2535.909 8 10 2535.190 7 9 2537.143 6 8 2547.500 A 7 2533.166 B 6 2540.199 5 5 2540.196 4 4 2548.555 3 3 2547.296 2 2 2558.082 1 1 2547.500 A 2410.000 2420.000 2430.000 2440.000 2450.000 2460.000 2470.000 0.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 0.000 2380.000 2390.000 2400.000 2410.000 2420.000 2430.000 2440.000 2450.000 2460.000 2470.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 2400.000 2390.000 2380.000 36.28 34.38 26.48 25.51 50.63 27.20 35.50 37.68 36.11 21.73 30.05 32.16 36.95 17.35 12.90 13.60 23.00 23.52 36.10 10.84 26.49 19.35 23.42 30.68 30.56 N 8492200.000 E 730400.000 N 8492200.000 E 730400.000 N 8492200.000 E 730400.000 N 8492200.000 E 730400.000 N 8492200.000 E 730400.000 A1 ESC: 1/1000 PLANO : ESCALA : INDICADA REVISADO Y APROBADO POR : FECHA : CONSULTOR : DIGITALIZACION : AGOSTO - 2009 PROYECTO: APURIMAC ABANCAY DISTRITO : PROVINCIA : DEPARTAMENTO : PLANO CLAVE ABANCAY PLANO: KM: 0 + 000.00 @ KM: 11 +371.31 "REHABILITACION DEL CAMINO VECINAL: VILLA GLORIA - PUENTE WITUCUCHO - AYAORCCO - ASILLO PUENTE WITUCUCHO, D=11.371 Km. DISTRITO Y PROV. DE ABANCAY, DEPARTAMENTO DE APURIMAC" C1 L2 019 B-18 B-25 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 \A1;1.5000m \A1;1.5000m \A1;2.0000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;2.5000m \A1;1.5000m \A1;1.5000m \A1;1.4987m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m \A1;1.5000m Bz-7 Bz-1 Bz-2 Bz-3 Bz-4 Bz-5 Bz-6 Bz-8 Bz-9 Bz-10 Bz-11 Bz-12 Bz-13 Bz-14 Bz-16 Bz-15 Bz-21 Bz-17 Bz-18 Bz-19 Bz-20 Bz-22 Bz-34 Bz-23 Bz-26 Bz-28 Bz-29 Bz-30 Bz-31 Bz-32 Bz-33 Bz-25 Bz-24 Bz-27 PVC -UF-S-Ø 8” 30.90m PVC -UF-S-Ø 8” 50.49m PVC -UF-S-Ø 8” 20.32m PVC -UF-S-Ø 8” 24.11m PVC -UF-S-Ø 8” 51.56m PVC -UF-S-Ø 8” 27.10m PVC -UF-S-Ø 8” 36.35m PVC -UF-S-Ø 8” 37.61m PVC -UF-S-Ø 8” 37.34m PVC -UF-S-Ø 8” 25.31m PVC -UF-S-Ø 8” 31.62m PVC -UF-S-Ø 8” 32.23m PVC -UF-S-Ø 8” 38.55m PVC -UF-S-Ø 8” 38.61m PVC -UF-S-Ø 8” 38.81m PVC -UF-S-Ø 8” 19.34m PVC -UF-S-Ø 8” 15.45m PVC -UF-S-Ø 8” 24.38m PVC -UF-S-Ø 8” 27.75m PVC -UF-S-Ø 8” 22.12m PVC -UF-S-Ø 8” 40.59m PVC -UF-S-Ø 8” 42.22m PVC -UF-S-Ø 8” 25.60m PVC -UF-S-Ø 8” 28.85m PVC -UF-S-Ø 8” 18.10m PVC -UF-S-Ø 8” 22.40m PVC -UF-S-Ø 8” 19.53m PVC -UF-S-Ø 8” 34.66m PVC -UF-S-Ø 8” 36.61m PVC -UF-S-Ø 8” 25.60m PVC -UF-S-Ø 8” 33.68m PVC -UF-S-Ø 8” 14.67m PVC -UF-S-Ø 8” 8.24m PVC -UF-S-Ø 8” 7.32m 2.26m PVC -UF-S-Ø 8” 14.90m \A1;2.3824m RESERVORIO DE AGUA POTABLE B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-15 B-16 B-17 E 730400 E 730500 E 730600 E 730700 E 730800 E 730900 E 731000 N 8492200 N 8492100 N 8492000 N 8491900 N 8491800 E 730400 E 730500 E 730600 E 730700 E 730800 E 730900 F.V. 0.000 107 2406.985 Bc 125 2402.650 bc 124 2433.368 bc 123 2416.985 bc 122 2417.658 bc 121 2417.650 bc 108 2559.754 Bc 109 2548.654 Bc 110 2543.562 Bc 111 2521.589 Bc 112 2524.658 Bc 114 2518.698 Bc 113 2512.822 Bc 120 2498.369 bc 119 2501.625 bc 118 2493.685 bc 117 2482.360 Bc 115 2459.230 Bc 116 2471.524 Bc 106 2371.182 Bc 105 2370.982 Bc 104 2371.195 Bc 103 2377.081 70 102 2383.783 69 101 2391.422 68 100 2385.956 67 99 2382.319 66 98 2371.545 N 97 2379.519 P 96 2377.300 65 95 2378.879 64 94 2371.176 63 93 2382.191 M 92 2371.545 N 91 2372.970 62 90 2374.196 61 89 2375.537 60 88 2377.152 59 87 2378.585 58 86 2379.704 57 85 2382.174 56 84 2398.142 L 83 2382.191 M 82 2389.943 55 81 2393.304 54 80 2394.496 53 79 2395.007 52 78 2396.407 51 77 2390.449 50 76 2391.337 49 75 2388.272 48 74 2397.697 47 73 2401.421 46 72 2402.839 45 71 2411.677 I 70 2398.142 L 69 2406.876 44 68 2415.298 H 67 2411.677 I 66 2441.323 44 65 2440.070 43 64 2421.002 J 63 2428.620 K 62 2423.171 42 61 2418.652 41 60 2417.107 40 59 2418.115 39 58 2411.677 I 57 2421.002 J 56 2417.963 38 55 2415.268 37 54 2415.706 36 53 2413.531 35 52 2411.323 34 51 2415.298 H 50 2411.677 I 49 2416.435 33 48 2421.777 32 47 2432.289 G 46 2415.298 H 45 2421.346 31 44 2425.200 30 43 2438.265 29 42 2457.593 F 41 2432.289 G 40 2442.041 28 39 2444.437 27 38 2447.935 26 37 2467.615 E 36 2457.593 F 35 2459.014 25 34 2469.585 24 33 2467.668 23 32 2493.627 D 31 2467.615 E 30 2481.025 Bz 29 2476.430 22 28 2478.745 21 27 2479.281 20 26 2481.919 19 25 2493.556 18 24 2493.813 17 23 2497.792 C 22 2493.627 D 21 2496.020 16 20 2499.335 15 19 2501.363 14 18 2504.699 13 17 2507.007 12 16 2511.062 11 15 2533.166 B 14 2497.792 C 13 2512.822 10 12 2523.581 9 11 2535.909 8 10 2535.190 7 9 2537.143 6 8 2547.500 A 7 2533.166 B 6 2540.199 5 5 2540.196 4 4 2548.555 3 3 2547.296 2 2 2558.082 1 1 2547.500 A 0.000 2410.000 2430.000 2440.000 2450.000 2460.000 2470.000 2420.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 2370.000 2380.000 2390.000 2400.000 2410.000 2420.000 2430.000 2440.000 2450.000 2460.000 2470.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 2400.000 2390.000 2380.000 B-18 B-19 B-20 B-28 B-30 B-31 B-32 TRAMO1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.315994706140068E+005 8.492178943375726E+006 2530.000000000000 0.000000000000000 73.06045160944575 LEFT PEGLT PEGRT PDGL PDGR TRAMO2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.317187274581780E+005 8.492177847824088E+006 2490.000000000000 0.000000000000000 131.3209961176063 LEFT PEGLT PEGRT PDGL PDGR RUTA3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.319037248536925E+005 8.492177847824088E+006 2450.000000000000 0.000000000000000 112.8525494434199 LEFT PEGLT PEGRT PDGL PDGR TRAMO4 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.320849448649187E+005 8.492177847824088E+006 2410.000000000000 0.000000000000000 87.52657741041705 LEFT PEGLT PEGRT PDGL PDGR TRAMO5 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.315647119810655E+005 8.491962913576381E+006 2390.000000000000 0.000000000000000 85.63826649800464 LEFT PEGLT PEGRT PDGL PDGR TRAMO6 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.316935254735360E+005 8.491962913576381E+006 2405.000000000000 0.000000000000000 104.7574518372307 LEFT PEGLT PEGRT PDGL PDGR TRAMO7 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.318386594093283E+005 8.491962913576381E+006 2390.000000000000 0.000000000000000 73.32516803189623 LEFT PEGLT PEGRT PDGL PDGR TRAMO08 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.319502677200648E+005 8.491962913576381E+006 2365.000000000000 0.000000000000000 60.94300770029307 LEFT PEGLT PEGRT PDGL PDGR TRAMO09 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.320413843907867E+005 8.491962913576381E+006 2370.000000000000 0.000000000000000 228.0667248114389 LEFT PEGLT PEGRT PDGL PDGR B-29 TRAMO10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.318557980198391E+005 8.491771517388787E+006 2395.000000000000 0.000000000000000 143.0008181968311 LEFT PEGLT PEGRT PDGL PDGR TRAMO11 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.320412498900169E+005 8.491771517388787E+006 2370.000000000000 0.000000000000000 229.0807218114389 LEFT PEGLT PEGRT PDGL PDGR TRAMO10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.317113142287809E+005 8.491805968873837E+006 2370.000000000000 0.000000000000000 10.43100365058521 LEFT PEGLT PEGRT PDGL PDGR B-33 TRAMO10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.317103520835940E+005 8.491783744094968E+006 2365.000000000000 0.000000000000000 35.94361159509145 LEFT PEGLT PEGRT PDGL PDGR N 8492300 N 8492200 N 8492100 N 8492000 N 8491900 N 8492300 37.47 35.58 27.68 26.71 50.66 26.26 36.66 38.88 37.30 22.93 31.25 33.34 38.15 27.70 20.55 24.62 31.88 16.51 21.88 34.94 14.80 14.11 18.55 24.35 24.55 12.04 35.94 37.29 48.78 51.40 26.12 29.08 36.40 2421.671 2427.120 2428.62 2423.17 ABANCAY PROV.: PLANO EN PLANTA ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: \A1;A1 ESC: 1 /1000 \LPLANO EN PLANTA HUANICAHERE ESC: 1/1000 RED EMISOR EXISTENTE Ø 8" N M Antena Estacion movistar Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" 2532 2536 2540 2544 2548 2547.50 2546.46 2533.17 2504 2508 2512 2516 2520 2524 2528 2532 0+000 0+040 0+080 2533.17 2504.22 2472 2476 2480 2484 2488 2492 0+000 0+040 2493.63 2436 2440 2444 2448 2452 2456 0+000 0+040 2457.59 2396 2400 2404 2408 2412 2416 0+000 0+040 0+080 2415.30 2397.70 2420 2424 2428 2432 2436 2440 0+000 0+040 2440.07 2408 2412 2416 2420 2424 0+000 0+040 2423.17 2368 2372 2376 2380 2384 2388 2392 2396 0+000 0+040 2397.70 2368 2372 2376 2380 2379.89 2371.18 2400 2404 2408 0+000 0+040 0+080 0+120 0+200 2407.85 2377.08 B-3 B-2 B-1 0.000 0.000000 PVI STA = 0+037.477 PVI ELEV = 2538.696 -20.770% -18.818% B-5 B-4 B-3 5 0.000 0.000000 PVI STA = 0+027.682 PVI ELEV = 2522.081 -34.626% 2531.666 -40.276% -26.977% 2503.414 B-8 B-7 5 0.000 0.000000 5 0.000 0.000000 PVI STA = 0+036.669 PVI ELEV = 2479.025 -35.730% 2492.127 -33.209% B-11 B-10 5 5 0.000 0.000000 PVI STA = 0+022.934 PVI ELEV = 2446.435 -42.113% 2456.093 -50.067% B-23 B-22 B-21 B-14 B-13 5 0.000 0.000000 0.000 0.000000 PVI STA = 0+038.157 PVI ELEV = 2410.177 -9.490% 2413.798 PVI STA = 0+056.715 PVI ELEV = 2405.376 -25.870% -38.647% -21.769% 2396.198 B-18 B-17 B-16 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 PVI STA = 0+031.889 PVI ELEV = 2427.120 -35.906% 2438.570 PVI STA = 0+056.506 PVI ELEV = 2421.671 -22.135% B-19 B-16 B-20 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 -52.117% PVI STA = 0+251.906 -11.769% B-26 B-25 B-24 B-23 5 0.000 0.000000 5 5 5 0.000 0.000000 PVI STA = 0+024.352 PVI ELEV = 2384.793 -46.828% 2396.197 -39.560% -40.739% 0.000 0.000000 0.000 0.000000 PVI STA = 0+016.513 PVI ELEV = 2413.065 -52.117% 2421.671 PVI ELEV = 2410.490 -11.769% -24.257% 2378.395 2369.676 B-32 B-31 B-30 B-29 B-27 B-25 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 PVI STA = 0+036.397 PVI ELEV = 2405.148 -3.290% 2406.345 PVI STA = 0+065.478 PVI ELEV = 2404.723 -1.460% PVI STA = 0+091.601 PVI ELEV = 2403.105 -6.194% -6.965% -29.850% 2375.081 \LHFV ABANCAY PROV.: PERFIL LONGITUDINAL ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: ABANCAY PROV.: PERFIL LONGITUDINAL ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 1.20 1.50 37.47 35.58 2546.300 2531.670 2544.960 1.50 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 1.50 1.50 2.50 50.66 26.71 m. 27.68 m. 2492 2496 2500 2504 2508 0+080 0+120 2499.42 2493.63 B-6 B-7 0.000 0.000000 PVI STA = 0+105.059 PVI ELEV = 2496.654 -26.977% 2498.019 -17.236% 2492.128 2.00 1.50 26.26 m. 50.66 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 2510.322 2522.080 2512.82 2523.58 1.50 2.00 2481.02 2479.025 36.67 m. 38.87 m. 0+080 2457.59 B-10 0.000 0.000000 5 5 0.000 0.000000 PVI STA = 0+075.544 PVI ELEV = 2466.115 -33.209% -26.860% 2456.094 1.50 1.50 2476.61 2466.11 38.87 m. 37.22 m. 2456 2460 2464 2468 2472 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 1.50 2.00 2445.93 2443.93 2412 2416 2420 2424 2428 2432 2436 2440 0+040 0+080 2415.30 B-13 B-12 0.000 0.000000 PVI STA = 0+054.184 PVI ELEV = 2430.789 -50.067% -50.961% 2413.798 1.50 1.50 2430.789 2432.28 22.93 m. 31.25 m. 33.34 m. COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA B-33 B-26 35.94 m. 1.50 1.50 B-33 B-26 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 1.50 1.50 1.50 2.00 1.50 2401.42 2399.421 2406.87 2405.376 2411.67 2410.177 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 24.62 m. 31.89 m. 1.50 1.50 1.50 2416.615 2418.11 2408 2412 2416 2420 2424 0+080 2411.68 B-15 B-14 0.000 0.000000 0.000 0.000000 PVI STA = 0+077.059 PVI ELEV = 2416.615 -24.600% -23.236% 2410.179 20.55 m. 27.69 m. 1.50 1.50 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 16.51 m. 21.87m. 1.50 1.50 1.50 2414.76 2413.065 2414.76 2410.490 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 2371.18 12.04 24.55 m. 24.35 m. 2369.676 1.50 1.50 2.50 2377.08 2374.580 2386.29 2384.793 1.50 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 36.39 m. 29.08 m. 26.12 m. 51.40 m. 37.29 m. 2406.65 2405.148 2406.22 2404.723 2404.61 2403.105 2401.02 2399.525 2387.72 2386.212 1.50 1.50 1.50 1.50 1.50 1.50 2.00 0+160 B-28 B-27 0.000 0.000000 PVI STA = 0+191.790 -27.285% 48.78 m. 2387.72 2386.212 1.50 2372 2376 2380 2384 2388 2392 2396 2400 2404 2408 2407.85 2377.08 B-32 B-31 B-30 B-29 B-28 B-27 B-25 5 0.000 0.000000 5 0.000 0.000000 5 0.000 0.000000 5 0.000 0.000000 5 0.000 0.000000 5 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 PVI STA = 0+036.397 PVI ELEV = 2405.148 -3.290% 2406.345 PVI STA = 0+065.478 PVI ELEV = 2404.723 -1.460% PVI STA = 0+091.601 PVI ELEV = 2403.105 -6.194% PVI STA = 0+143 PVI ELEV = 2399.525 -6.965% PVI STA = 0+191.790 PVI ELEV = 2386.212 -27.285% -29.850% 2375.081 COTA TERRENO COTA FONDO ALT DE CORTE DISTANCIA 36.39 m. 29.08 m. 26.12 m. 51.40 m. 48.78 m. 37.29 m. 2406.65 2405.148 2406.22 2404.723 2404.61 2403.105 2401.02 2399.525 2387.72 2386.212 1.50 1.50 1.50 1.50 1.50 1.50 2.00 2388 2392 2396 2400 2376 2380 2384 2388 0+040 2397.70 B-20 B-23 5 -40.908% PVI ELEV = 2410.490 -40.908% 2396.199 34.93 m. 1.50 2396 2400 2404 2408 2412 \A1;A1 ESC: 1 /1000 \A1;A1 ESC: 1 /1000 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-21 B-22 B-23 B-24 B-25 B-26 B-15 B-16 B-17 0.000 2410.000 B-18 B-19 B-20 B-28 B-30 B-31 B-32 B-29 B-33 37.47 35.58 27.68 26.71 50.66 26.26 36.66 38.88 37.30 22.93 31.25 33.34 38.15 27.70 20.55 24.62 31.88 16.51 21.88 34.94 14.80 14.11 18.55 24.35 24.55 12.04 35.94 37.29 48.78 51.40 26.12 29.08 36.40 Antena Estacion movistar Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Eliminacion de material exedente via transporte de maquinaria UBICACION Nº 01 Eliminacion de material exedente via transporte de maquinaria 35 M. Dist. \A1;A3 ESC: 1 /75 ABANCAY PROV.: PLANO DE UBICACION DE BOTADEROS ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: CT=2547.50 2533.17 CF=2546.300 2531.666 H=1.50 2540.19 2538.696 1.50 1.50 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-15 B-16 B-17 0.000 B-18 B-19 B-20 B-28 B-30 B-31 B-32 B-29 B-33 37.47 35.58 27.68 26.71 50.66 26.26 36.66 38.88 37.30 22.93 31.25 33.34 38.15 27.70 20.55 24.62 31.88 16.51 21.88 34.94 14.80 14.11 18.55 24.35 24.55 12.04 35.94 37.29 48.78 51.40 26.12 29.08 36.40 ABANCAY PROV.: DIAGRAMA DE PRESIONES ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: \A1;A2 ESC: 1 /1000 2379.89 2371.18 1.50 2378.390 1.50 2369.680 2415.30 2397.70 2413.798 2396.197 1.50 1.50 1.50 2.00 1.50 2401.42 2399.421 2406.87 2405.376 2411.67 2410.177 B-24 B-25 1.50 2.50 2377.08 2374.580 2386.29 2384.793 2457.59 B-10 B-11 B-12 2456.093 1.50 2.00 1.50 2430.789 2432.28 2445.93 2443.93 2423.17 2421.669 2414.76 2413.065 2414.76 2410.490 1.50 1.50 1.50 2493.63 2510.322 2.50 2486.65 2.00 2492.13 1.50 2522.080 1.50 2498.65 2512.82 2523.58 B-5 B-9 2.00 1.50 2481.02 2479.025 2476.61 2466.11 2440.07 2438.570 1.50 1.50 1.50 2416.615 2427.120 2428.62 2418.11 2407.85 2406.345 2406.65 2405.148 2406.22 2404.723 2404.61 2403.105 2401.02 2399.525 2387.72 2386.212 1.50 1.50 1.50 1.50 1.50 1.50 \LDIAGRAMA DE FLUJO ESC: 1/1000 RESERVORIO DE AGUA POTABLE B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-15 B-16 B-17 E 730400 E 730500 E 730600 E 730700 E 730800 E 730900 E 731000 N 8492200 N 8492100 N 8492000 N 8491900 N 8491800 E 730400 E 730500 E 730600 E 730700 E 730800 E 730900 F.V. 0.000 0.000 2410.000 2430.000 2440.000 2450.000 2460.000 2470.000 2420.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 2370.000 2380.000 2390.000 2400.000 2410.000 2420.000 2430.000 2440.000 2450.000 2460.000 2470.000 2480.000 2490.000 2500.000 2510.000 2520.000 2530.000 2540.000 2550.000 2400.000 2390.000 2380.000 B-18 B-19 B-20 B-28 B-30 B-31 B-32 B-29 B-33 N 8492300 N 8492200 N 8492100 N 8492000 N 8491900 N 8492300 37.47 35.58 27.68 26.71 50.66 26.26 36.66 38.88 37.30 22.93 31.25 33.34 38.15 27.70 20.55 24.62 31.88 16.51 21.88 34.94 14.80 14.11 18.55 24.35 24.55 12.04 35.94 37.29 48.78 51.40 26.12 29.08 36.40 ABANCAY PROV.: PLANO EN PLANTA ABANCAY UBICACION : DIST.: PROYECTO : PLANO : PP-01 FECHA : ESC: DPTO.: INDICADA SUPERVISOR.: APURIMAC DIB.: MAYO - 2010 LAMINA N°: FONDO DE COPERACION PARA EL DESARROLLO SOCIAL F O N C O D E S CONSTRUCCION DE SISTEMA ALCANTARILLADO HUANICAURE ABANCAY PROYECTISTA: \A1;A1 ESC: 1 /1000 \LPLANO EN PLANTA HUANICAHERE ESC: 1/1000 RED EMISOR EXISTENTE Ø 8" N M Antena Estacion movistar Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2392.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2392.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2394.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2394.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2400.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2400.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2406.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2406.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2412.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2412.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2418.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2418.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2424.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2424.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2430.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2430.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2436.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2436.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2442.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2442.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2448.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2448.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2454.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2454.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2460.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2460.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2466.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2466.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2472.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2472.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2478.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2478.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2484.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2484.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2490.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2490.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2496.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2496.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2502.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2502.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2508.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2508.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2514.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2514.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2520.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2526.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2532.00 \fBankGothic Md BT|b0|i0|c1|p34;\W1.0000000000;\T1.0000000000;\o\l2538.00 N 8491575.00 E 730625.00 N 8491575.00 E 730600.00 N 8491575.00 E 730575.00 N 8491575.00 E 730550.00 N 8491575.00 E 730525.00 N 8491550.00 E 730525.00 N 8491525.00 E 730525.00 N 8491525.00 E 730500.00 N 8491525.00 E 730475.00 N 8491500.00 E 730450.00 N 8491500.00 E 730425.00 N 8491475.00 E 730400.00 N 8491475.00 E 730425.00 N 8491500.00 E 730475.00 N 8491475.00 E 730375.00 N 8491450.00 E 730375.00 N 8491425.00 E 730375.00 N 8491400.00 E 730375.00 N 8491375.00 E 730375.00 N 8491375.00 E 730400.00 N 8491350.00 E 730700.00 N 8491350.00 E 730725.00 N 8491325.00 E 730750.00 N 8491350.00 E 730450.00 N 8491375.00 E 730425.00 N 8491350.00 E 730475.00 N 8491350.00 E 730500.00 N 8491375.00 E 730450.00 N 8491350.00 E 730525.00 N 8491350.00 E 730550.00 N 8491350.00 E 730575.00 N 8491350.00 E 730600.00 N 8491350.00 E 730625.00 N 8491350.00 E 730650.00 N 8491350.00 E 730675.00 N 8491325.00 E 730725.00 N 8491300.00 E 730750.00 N 8491300.00 E 730775.00 N 8491300.00 E 730800.00 N 8491300.00 E 730825.00 N 8491300.0023 E 730849.9997 N 8491300.00 E 730875.00 N 8491300.00 E 730900.00 N 8491325.00 E 730900.00 N 8491350.00 E 730900.00 N 8491350.00 E 730875.00 N 8491350.00 E 730850.00 N 8491350.00 E 730825.00 N 8491375.00 E 730825.00 N 8491400.00 E 730800.00 N 8491425.00 E 730775.00 N 8491425.00 E 730750.00 N 8491400.00 E 730775.00 N 8491425.00 E 730725.00 N 8491450.00 E 730725.00 N 8491450.00 E 730700.00 N 8491475.00 E 730700.00 N 8491475.00 E 730675.00 N 8491475.00 E 730650.00 N 8491475.00 E 730625.00 N 8491500.00 E 730625.00 N 8491525.00 E 730625.00 N 8491550.00 E 730625.00 N 8491375.00 E 730800.00 Bz-7 Bz-1 Bz-2 Bz-3 Bz-4 Bz-5 Bz-6 Bz-8 Bz-9 Bz-10 Bz-11 Bz-12 Bz-13 Bz-14 Bz-16 Bz-15 Bz-21 Bz-17 Bz-18 Bz-19 Bz-20 Bz-22 Bz-34 Bz-23 Bz-26 Bz-28 Bz-29 Bz-30 Bz-31 Bz-32 Bz-33 Bz-25 Bz-24 Bz-27 PVC -UF-S-Ø 8” 30.90m PVC -UF-S-Ø 8” 50.49m PVC -UF-S-Ø 8” 20.32m PVC -UF-S-Ø 8” 24.11m PVC -UF-S-Ø 8” 51.56m PVC -UF-S-Ø 8” 27.10m PVC -UF-S-Ø 8” 36.35m PVC -UF-S-Ø 8” 37.61m PVC -UF-S-Ø 8” 37.34m PVC -UF-S-Ø 8” 25.31m PVC -UF-S-Ø 8” 31.62m PVC -UF-S-Ø 8” 32.23m PVC -UF-S-Ø 8” 38.55m PVC -UF-S-Ø 8” 38.61m PVC -UF-S-Ø 8” 38.81m PVC -UF-S-Ø 8” 19.34m PVC -UF-S-Ø 8” 15.45m PVC -UF-S-Ø 8” 24.38m PVC -UF-S-Ø 8” 27.75m PVC -UF-S-Ø 8” 22.12m PVC -UF-S-Ø 8” 40.59m PVC -UF-S-Ø 8” 42.22m PVC -UF-S-Ø 8” 25.60m PVC -UF-S-Ø 8” 28.85m PVC -UF-S-Ø 8” 18.10m PVC -UF-S-Ø 8” 22.40m PVC -UF-S-Ø 8” 19.53m PVC -UF-S-Ø 8” 34.66m PVC -UF-S-Ø 8” 36.61m PVC -UF-S-Ø 8” 25.60m PVC -UF-S-Ø 8” 33.68m PVC -UF-S-Ø 8” 14.67m PVC -UF-S-Ø 8” 8.24m PVC -UF-S-Ø 8” 7.32m 2.26m PVC -UF-S-Ø 8” 14.90m C.T.B.=2554.00 C.F.B.=2552.50 H=1.50 C.T.B.=2552.00 C.F.B.=2550.50 H=1.50 C.T.B.=2544.00 C.F.B.=2542.3 H=1.70 C.T.B.=2538.00 C.F.B.=2536.4 H=1.60 C.T.B.=2528.00 C.F.B.=2526.5 H=1.50 C.T.B.=2504.50 C.F.B.=2502.90 H=1.60 C.T.B.=2503.00 C.F.B.=2501.50 H=1.50 C.T.B.=2490.00 C.F.B.=2488.50 H=1.50 C.T.B.=2481.00 C.F.B.=2479.50 H=1.50 C.T.B.=2478.00 C.F.B.=2476.50 H=1.50 C.T.B.=2467.00 C.F.B.=2465.50 H=1.50 C.T.B.=2452.00 C.F.B.=2450.50 H=1.50 C.T.B.=2436.00 C.F.B.=2434.40 H=1.60 C.T.B.=2433.00 C.F.B.=2431.50 H=1.50 C.T.B.=2439.00 C.F.B.=2437.50 H=1.50 C.T.B.=2444.00 C.F.B.=2442.50 H=1.50 C.T.B.=2444.00 C.F.B.=2442.50 H=1.50 C.T.B.=2430.00 C.F.B.=2428.40 H=1.60 C.T.B.=2426.50 C.F.B.=2425.00 H=1.50 C.T.B.=2418.00 C.F.B.=2416.50 H=1.50 C.T.B.=2412.00 C.F.B.=2410.50 H=1.50 C.T.B.=2400.00 C.F.B.=2398.80 H=1.20 C.T.B.=2432.00 C.F.B.=2430.50 H=1.50 C.T.B.=2430.00 C.F.B.=2428.50 H=1.50 C.T.B.=2429.00 C.F.B.=2427.50 H=1.50 C.T.B.=2426.00 C.F.B.=2425.50 H=1.50 C.T.B.=2422.00 C.F.B.=2420.50 H=1.50 C.T.B.=2417.00 C.F.B.=2416.50 H=1.50 C.T.B.=2413.00 C.F.B.=2411.50 H=1.50 C.T.B.=2405.00 C.F.B.=2403.50 H=1.50 C.T.B.=2399.00 C.F.B.=2397.50 H=1.50 C.T.B.=2398.00 C.F.B.=2396.50 H=1.50 C.T.B.=2390.00 C.F.B.=2387.50 H=1.50 DEPARTAMENTO: PROVINCIA: DISTRITO: LUGAR: PROYECTO : AL -0 1 ABRIL 20 1 1 INDICADA ALTURAS Y COTAS DE BUZONES LAMINA Nº ESCALA : FECHA : DIBUJO : UBICACION : PLANO : CONSULTOR : REVISADO : ABANCAY ABANCAY SAN JOSE DE CONSTRUCCION DE SISTEMA DE ALCANTARILLADO HUANICAURE ABANCAY 1/ HUANICAURE F O N C O D E S FONDO DE COPERACION PARA EL DESARROLLO SOCIAL ALTURAS Y COTAS DE BUZONES ESC: 1/ 1000 5

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, Design, DETAIL, dimensions, drain, drainage, DWG, heights, longitudinal, plane, plant, profiles, sewer, sewerage, system