Sewer Architecture And Structural Layout DWG Block for AutoCAD

Sewer Architecture And Structural Layout DWG Block for AutoCAD

ARCHITECTURE STRUCTURE

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

Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Csn, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Red drive, axis, Red drive, axis, Red drive, axis, Driving line, Projected reservoir, chap., Red drive, valve, Project capture., Pvc tube, Plot of land plot of land, Flow direction, General drainage network uf, Projected mailbox, legend, households, Calicata, lamppost, Stabilization lagoon, Sewerage plan, Esc., Water intake, axis, Stabilization lagoon, Mm pvc uf, Mm pvc uf, Water plane, Esc., Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Pvc tube, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Flat water plant, Esc., Water intake, Projected reservoir, chap., Collector box, Sewerage plan, Esc., Stabilization lagoon, axis, Water intake, Projected reservoir, chap., Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc mm uf, Pvc, Pvc m., Pvc, Pvc m., Esc., Street joy cyrus, Street atahualpa, Flow direction, Pvc m., Of purge, of air, Pvc m., Pvc uf, Pvc uf, Flat water plant, Sewerage plan, Esc., Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Cosam engineers e.i.r.l., Project owner, perimeter, Ml., July, date, flat, Location, Utm coordinates, zone:, Datum: psad, scale, area, flat, plant, Creation of the vehicular transit service, draft, Department of liberty, Huamachuco province, District sanagoran, Caserio: Querquerpampa, Cosam engineers e.i.r.l., Project owner, perimeter, Ml., July, date, flat, Location, Utm coordinates, zone:, Datum: psad, scale, area, flat, Longitudinal profile, Water sewer, draft, Department of liberty, Huamachuco province, District sanagoran, Caserio: Querquerpampa, Cosam engineers e.i.r.l., Project owner, perimeter, Ml., July, date, flat, Location, Utm coordinates, zone:, Datum: psad, Scales, area, flat, Cross sections, Water sewer, draft, Department of liberty, Huamachuco province, District sanagoran, Caserio: Querquerpampa, Cosam engineers e.i.r.l., Project owner, perimeter, Ml., July, date, flat, Location, Utm coordinates, zone:, Datum: psad, scale, area, flat, Flow direction, Water sewer, draft, Department of liberty, Huamachuco province, District sanagoran, Caserio: Querquerpampa, Creation of

Raw text data extracted from CAD file:

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 8'' - CSN - EJE 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.059658790904284E+005 9.139486615471879E+006 3295.000000000000 0.000000000000000 50.00100004436189 LEFT PEGLT PEGRT PDGL PDGR EJE 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.061193600519445E+005 9.139485948859050E+006 3275.000000000000 0.000000000000000 170.5010002676619 LEFT PEGLT PEGRT PDGL PDGR EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.063869525298461E+005 9.139484935074321E+006 3285.000000000000 0.000000000000000 52.61069277712770 LEFT PEGLT PEGRT PDGL PDGR EJE 4 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.065699840556989E+005 9.139482481820522E+006 3279.999999999999 0.000000000000000 15.00100021482085 LEFT PEGLT PEGRT PDGL PDGR EJE 5 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.066589917835177E+005 9.139486615471879E+006 3270.000000000000 1.762262403410441 139.7577697209347 LEFT PEGLT PEGRT PDGL PDGR EJE 6 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.068969872908352E+005 9.139486615471879E+006 3275.000000000000 0.000000000000000 46.77887627931943 LEFT PEGLT PEGRT PDGL PDGR EJE 6 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.070508892751567E+005 9.139489401626503E+006 3275.000000000000 0.000000000000000 46.77887627931943 LEFT PEGLT PEGRT PDGL PDGR EJE 7 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.070437661671146E+005 9.139486615471879E+006 3275.000000000000 0.000000000000000 35.00099971226656 LEFT PEGLT PEGRT PDGL PDGR EJE 8 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.071787671668268E+005 9.139486615471879E+006 3260.000000000000 0.000000000000000 184.8040082082177 LEFT PEGLT PEGRT PDGL PDGR EJE 2 EJE 4 EJE 1 EJE 6 EJE 7 EJE 8 EJE 5 EJE 2 EJE 3 RED IMPULSION 3 RED IMPULSION 3 EJE 2 EJE 2 EJE 1 EJE 3 EJE 6 EJE 5 EJE 8 EJE 7 EJE 4 RED IMPULSION 1 RED IMPULSION 2 RED IMPULSION 1 EJE 2 EJE 2 EJE 1 EJE 3 EJE 6 EJE 5 EJE 8 EJE 4 RED IMPULSION 1 RED IMPULSION 1 EJE 2 EJE 4 EJE 1 EJE 6 EJE 7 EJE 8 EJE 5 EJE 2 EJE 3 TA LINEA DE CONDUCCION RESERVORIO PROYECTADO Cap. 10 m3 L = 2920 ml RED IMPULSION 1 D = 869.72 ml N valvula de 6" a 4" CAPTACION PROYECT. 01 R1 10m3 Tubo PVC Ø 2 1/2" C-10 L=267.12m. Tubo PVC Ø 1 1/2" C-10 L=22.71m. Tubo PVC Ø 1 1/2" C-10 L=49.31m. Tubo PVC Ø 1 1/2" C-10 L=17.86m. Tubo PVC Ø 1 1/2" C-10 L=22.71m. Tubo PVC Ø 1" C-10 L=39.35m. Tubo PVC Ø 1" C-10 L=46.94m. Tubo PVC Ø 1" C-10 L=49.94m. Tubo PVC Ø 1" C-10 L=20.98m. Tubo PVC Ø 1" C-10 L=12.24m. Tubo PVC Ø 1" C-10 L=18.13m. Tubo PVC Ø 1 1/2" C-10 L=4.55m. Tubo PVC Ø 1 1/2" C-10 L=10.08m. Tubo PVC Ø 11/2" C-10 L=54.95m. Cota de Terreno y Cota de Fondo Dirección de Flujo Red General de Desague 8" UF Buzon Proyectado B-1 LEYENDA VIVIENDAS CALICATA C POSTE DE LUZ PL LAGUNA DE ESTABILIZACION 3137.81 3136.61 (1.20) PLANO DE ALCANTARILLADO ESC. H=1/2000 B-23 B-17 B-18 B-19 B-20 B-8 B-13 B-15 B-14 B-10 B-8 B-7 B-5 B-3 B-1 B-28 R TOMA DE AGUA TA A = 1,189.50 m2 D A B C EJE 2 EJE 3 EJE 6 EJE 5 EJE 7 EJE 4 LAGUNA DE ESTABILIZACION N L=40.00 Ø 200 mm PVC UF S-20 L=25.00 Ø 200 mm PVC UF S-20 L=26.00 Ø 200 mm PVC UF S-20 L=26.89 Ø 200 mm PVC UF S-20 L=24.13 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=25.00 Ø 200 mm PVC UF S-20 L=25.00 Ø 200 mm PVC UF S-20 3282.00 3280.80 3282.00 3279.27 3273.50 3272.30 3272.00 3270.80 3268.50 3267.30 3266.00 3264.80 3278.25 3277.05 3281.00 3279.20 3294.00 3292.80 3290.00 3288.80 3286.40 3285.20 3284.00 3282.80 3280.80 3279.60 3290.00 3288.55 3285.80 3284.60 3281.00 3279.34 3280.90 3279.47 L=20.50 Ø 200 mm PVC UF S-20 L=15.00 Ø 200 mm PVC UF S-20 L=26.89 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=26.89 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 L=22.65 Ø 200 mm PVC UF S-20 1.20 80.00 ‰ 72.80 ‰ 94.40 ‰ 128.0 ‰ 3287.00 3285.16 1.20 1.20 1.84 1.20 1.20 1.20 1.20 1.66 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 64.00 ‰ 4.83 ‰ 2.60 ‰ 2.60 ‰ 94.92 ‰ 209.71 ‰ 66.23 ‰ 154.53 ‰ 110.38 ‰ 174.39 ‰ 232.23 ‰ 67.55 ‰ 4.75 ‰ 2.67 ‰ PLANO DE AGUA A-3 A-1 Esc. 2500 Esc. 750 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 Tubo PVC Ø 2 1/2" C-10 L=72.75m. EJE 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.128027838204280E+005 9.143844692097198E+006 3110.000000000000 3.902277638362779 1140.672103995034 LEFT PEGLT PEGRT PDGL PDGR EJE 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.150244430115462E+005 9.143856388353011E+006 3145.000000000000 0.000000000000000 388.5342861620543 LEFT PEGLT PEGRT PDGL PDGR EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.152523304030664E+005 9.143844692097198E+006 3140.000000000000 0.000000000000000 226.0561492424736 LEFT PEGLT PEGRT PDGL PDGR 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+140.671 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+428.852 0+000 0+020 0+040 0+060 0+080 0+100 0+118.539 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+388.533 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+168.223 EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.155511576850505E+005 9.143862844806418E+006 3135.000000000000 0.000000000000000 428.8525391534731 LEFT PEGLT PEGRT PDGL PDGR EJE 4 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.137261093934606E+005 9.142526315389714E+006 3145.000000000000 0.000000000000000 118.5401405345809 LEFT PEGLT PEGRT PDGL PDGR 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+271.248 EJE 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.157590424571084E+005 9.143844692097198E+006 3140.000000000000 0.000000000000000 271.2485023207221 LEFT PEGLT PEGRT PDGL PDGR 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+296.258 EJE 5 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.143651712923810E+005 9.143068630931479E+006 3130.000000000000 0.000000000000000 296.2588534189078 LEFT PEGLT PEGRT PDGL PDGR EJE 7 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.154530130397008E+005 9.143423723444236E+006 3140.000000000000 0.000000000000000 168.2237292668478 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+060 0+065.385 EJE 8 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.159290935576761E+005 9.143423723444236E+006 3140.000000000000 0.000000000000000 65.38569116861900 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+056.115 EJE 9 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.163467116373341E+005 9.143411512612066E+006 3150.000000000000 0.000000000000000 56.11553460436688 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+060 0+080 0+087.763 EJE 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.137974902801927E+005 9.142639947861734E+006 3145.000000000000 0.000000000000000 87.76422302588512 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+044.086 EJE 11 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.142428337847075E+005 9.142657087109425E+006 3150.000000000000 0.000000000000000 44.08694666574718 LEFT PEGLT PEGRT PDGL PDGR 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+140.671 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+428.852 0+000 0+020 0+040 0+060 0+080 0+100 0+118.539 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+388.533 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+168.223 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+271.248 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+296.258 0+000 0+020 0+040 0+060 0+065.385 0+000 0+020 0+040 0+056.115 0+000 0+020 0+040 0+060 0+080 0+087.763 0+000 0+020 0+040 0+044.086 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+140.671 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+428.852 0+000 0+020 0+040 0+060 0+080 0+100 0+118.539 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+388.533 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+168.223 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+271.248 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+296.258 0+000 0+020 0+040 0+060 0+065.385 0+000 0+020 0+040 0+056.115 0+000 0+020 0+040 0+060 0+080 0+087.763 0+000 0+020 0+040 0+044.086 PLANO AGUA - PLANTA ESC. H=1/2000 V=1/200 N TOMA DE AGUA TA RESERVORIO PROYECTADO R1 Cap. 25 m3 CAJA COLECTORA \W1.81025; 1 \W1.71876; 2 \W1.68139; 3 \W1.73938; 4 \W1.67365; 5 \W1.69041; 6 \W1.67365; 7 \W1.68139; 8 \W1.68010; 9 \W0.56670; 10 \W0.81025; 11 \W0.57572; 12 \W0.56154; 13 \W0.56670; 14 \W0.55252; 15 \W0.56154; 16 \W0.56283; 17 \W0.55896; 18 \W0.55896; 19 \W0.70974; 20 \W0.95329; 21 \W0.71876; 22 \W0.70458; 23 \W0.70974; 24 \W0.69556; 25 \W0.70458; 26 \W0.70587; 27 \W0.70201; 28 \W0.70201; 29 \W0.67237; 35 \W0.68139; 36 \W0.68654; 34 \W0.68139; 33 \W0.68654; 30 \W0.93010; 31 \W0.69556; 32 \W0.68268; 37 \W0.67881; 39 \W0.98293; 41 \W0.67881; 38 \W0.73938; 40 \W0.74840; 42 \W0.73422; 43 \W0.73938; 44 \W0.72520; 45 \W0.73551; 47 \W0.73422; 46 \W0.73164; 48 \W0.73164; 49 \W0.68783; 50 B-1 C PL N 3137.81 3136.61 (1.20) PLANO DE ALCANTARILLADO ESC. H=1/2000 R TA A = 9,845.50 m2 A B C D LAGUNA DE ESTABILIZACION B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-10 B-11 B-12 B-13 B-26 B-15 B-19 B-42 B-16 B-22 B-20 B-21 B-17 B-9 B-43 B-44 B-45 B-53 B-55 EJE 11 EJE 1 EJE 1 EJE 1 EJE 1 TOMA DE AGUA TA RESERVORIO PROYECTADO R1 Cap. 25 m3 \W1.81025; 1 \W1.71876; 2 \W1.68139; 3 \W1.73938; 4 \W1.67365; 5 \W1.69041; 6 \W1.67365; 7 \W1.68139; 8 \W1.68010; 9 \W0.56670; 10 \W0.81025; 11 \W0.57572; 12 \W0.56154; 13 \W0.56670; 14 \W0.55252; 15 \W0.56154; 16 \W0.56283; 17 \W0.55896; 18 \W0.55896; 19 \W0.70974; 20 \W0.95329; 21 \W0.71876; 22 \W0.70458; 23 \W0.70974; 24 \W0.69556; 25 \W0.70458; 26 \W0.70587; 27 \W0.70201; 28 \W0.70201; 29 \W0.67237; 35 \W0.68139; 36 \W0.68654; 34 \W0.68139; 33 \W0.68654; 30 \W0.93010; 31 \W0.69556; 32 \W0.68268; 37 \W0.67881; 39 \W0.98293; 41 \W0.67881; 38 \W0.73938; 40 \W0.74840; 42 \W0.73422; 43 \W0.73938; 44 \W0.72520; 45 \W0.73551; 47 \W0.73422; 46 \W0.73164; 48 \W0.73164; 49 \W0.68783; 50 3179.00 3177.80 1.20 3178.00 3176.80 1.20 3177.00 3175.80 1.20 3176.00 3174.80 1.20 3175.00 3173.80 1.20 3174.25 3173.05 1.20 3173.25 3172.05 1.20 3173.14 3171.94 1.20 3171.20 3170.00 1.20 3172.00 3169.86 2.14 3170.00 3168.80 1.20 3165.00 3163.80 1.20 3163.00 3161.80 1.20 3159.00 3157.80 1.20 3156.70 3155.50 1.20 3158.00 3155.39 2.61 3155.50 3154.30 1.20 3153.15 3151.95 1.20 3151.60 3150.40 1.20 3148.00 3146.80 1.20 3144.50 3143.30 1.20 3140.00 3138.80 1.20 3135.00 3133.80 1.20 3130.50 3129.30 1.20 3122.40 3121.20 1.20 3115.80 3124.60 1.20 3160.40 3159.20 1.20 L=50.00 m PVC Ø 200 mm UF S-25 20.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 20.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 20.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 20.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 15.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 43.48 ‰ L=33.65 m PVC Ø 200 mm UF S-25 3.27 ‰ L=52.63 m PVC Ø 200 mm UF S-25 36.86 ‰ L=52.63 m PVC Ø 200 mm UF S-25 36.86 ‰ L=24.68 m PVC Ø 200 mm UF S-25 36.86 ‰ L=40.00 m PVC Ø 200 mm UF S-25 105.00 ‰ L=40.00 m PVC Ø 200 mm UF S-25 50.00 ‰ L=61.64 m PVC Ø 200 mm UF S-25 64.90 ‰ L=38.25 m PVC Ø 200 mm UF S-25 60.13 ‰ L=57.90 m PVC Ø 200 mm UF S-25 24.18 ‰ L=44.09 m PVC Ø 200 mm UF S-25 2.5 ‰ L=38.25 m PVC Ø 200 mm UF S-25 60.13 ‰ L=29.93 m PVC Ø 200 mm UF S-25 78.52 ‰ L=39.85 m PVC Ø 200 mm UF S-25 38.90 ‰ L=32.69 m PVC Ø 200 mm UF S-25 110.13 ‰ L=39.69 m PVC Ø 200 mm UF S-25 107.07 ‰ L=58.12 m PVC Ø 200 mm UF S-25 77.43 ‰ L=58.12 m PVC Ø 200 mm UF S-25 75.39 ‰ L=66.32 m PVC Ø 200 mm UF S-25 67.85 ‰ L=50.00 m PVC Ø 200 mm UF S-25 162.00 ‰ L=50.00 m PVC Ø 200 mm UF S-25 68.00 ‰ \C3;Tubo PVC Ø 2 1/2" C-10 L=258.59m. \C3;Tubo PVC Ø 2 1/2" C-10 L=271.90m. \C3;Tubo PVC Ø 2" C-10 L=31.66 m. \C3;Tubo PVC Ø 2" C-10 L=271.90m. \C3;Tubo PVC Ø 2" C-10 L=33.10 m. \C3;Tubo PVC Ø 2" C-10 L=33.10 m. \C3;Tubo PVC Ø 1 1/2" C-10 L=59.33 m. A-2 Esc. 750 NM CALLE CIRO ALEGRIA 167.19ml 106.218 (2.40) 97.60 6.83 17 A=221.36m2 18 A=168.43m2 16 A=106.85m2 15 A=196.22m2 14 A=157.10m2 0.40 0.90 20.40 20.31 20.90 12.52 6.93 7.60 7.60 13.14 20.10 20.00 20.05 20.10 13.96 8.09 8.09 3.72 9.70 9.15 8.50 27.32 27.28 27.20 9.98 9.97 28.50 8.00 8.38 6.93 10.00 10.25 10.05 9.80 10.00 7.65 7.65 7.86 7.78 10.00 10.13 10.14 10.10 9.80 9.68 8.00 8.38 8.10 9.45 10.05 10.25 10.00 10.00 7.72 7.71 20.03 20.55 20.95 21.42 20.15 21.14 20.33 21.15 20.35 21.16 20.60 21.17 20.85 21.18 21.00 21.20 21.00 21.19 21.16 21.17 10.00 12.38 10.10 10.00 10.07 26.50 12.50 162.02 157.50 56.85 CALLE ATAHUALPA AT=5,682.73 m2 Q C C C C G 40.58 139.26 133.81 42.67 19 A=167.40m2 13 A=157.49m2 20 A=177.53m2 21 A=159.92m2 12 A=272.69m2 22 A=205.64m2 11 A=200.38m2 23 A=214.72m2 10 A=206.96m2 24 A=214.82m2 09 A=206.70m2 25 A=209.63m2 08 A=206.52m2 26 A=211.90m2 07 A=209.25m2 27 A=162.88m2 06 A=162.02m2 28 A=162.66m2 05 A=163.48m2 A=280.50m2 04 A=272.73m2 03 A=272.94m2 02 A=334.01m2 01 8.12 8.00 7.83 8.46 8.33 7.83 8.17 8.20 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.11 18.72 18.00 18.00 17.72 17.35 8.00 8.00 8.12 9.00 7.80 7.15 8.96 8.46 7.83 8.00 8.45 8.20 8.20 10.08 8.00 8.02 8.20 8.30 8.05 8.20 8.60 8.20 8.20 11.56 7.80 8.00 8.00 8.20 8.00 8.00 8.30 8.95 7.00 7.80 9.00 L AT=3,580.78m2 F E' E' C 98.78 36.00 100.81 36.07 A=148.50m2 A=148.05m2 A=144.45m2 A=145.98m2 A=147.33m2 A=144.27m2 A=151.02m2 A=152.28m2 A=127.35m2 A=161.19m2 A=145.17m2 A=144.00m2 A=144.00m2 A=145.98m2 A=145.80m2 A=142.20m2 A=172.00m2 24 23 22 21 20 19 18 17 16 A=142.47m2 15 A=144.00m2 14 A=146.16m2 13 A=162.00m2 12 A=140.40m2 11 10 09 08 07 06 05 04 03 A=146.45m2 02 A=189.73m2 01 1.90 104.000 Dirección de Flujo 102.23 101.02 (1.21) \C3;Tubo PVC Ø 2" C-10 L=150 m. \C3;Valvula de Purga Ø 2" \C3;Valvula de Purga Ø 2" \C3;Valvula de Aire Ø 1" \C3;Tubo PVC Ø 2" C-10 L=140 m. \C3;Tubo PVC Ø 2" C-10 L=190 m. \C3;Tubo PVC Ø 2" C-10 L=75 m. \C3;Reservorio 10 m3 R1 10m3 0+420 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-9 B-10 B-11 3137.80 3136.60 3133.50 3132.30 3130.25 3129.05 3127.05 3125.85 3124.60 3123.40 3120.80 3119.60 3117.80 3117.60 3114.50 3114.30 3111.00 3109.80 3105.60 3104.40 3104.60 3103.37 3104.70 3103.50 3103.10 3101.90 3100.80 3099.60 3097.60 3096.40 3097.50 3096.30 3097.50 3096.17 3097.00 3095.80 3095.50 3094.30 3092.50 3091.30 L=50.00 m PVC UF Ø 200mm S-25 86.00 ‰ L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=13.37 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=27.00 m PVC UF Ø 200mm S-25 L=79.31 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 L=50.00 m PVC UF Ø 200mm S-25 1.20 1.20 1.20 1.33 1.20 1.20 1.20 1.20 1.20 1.23 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 65.00 ‰ 64.00 ‰ 49.00 ‰ 76.00 ‰ 40.00 ‰ 66.00 ‰ 90.00 ‰ 108.00 ‰ 77.04 ‰ 2.60 ‰ 59.26‰ 86.00 ‰ 64.00 ‰ 86.00 ‰ 86.00 ‰ 86.00 ‰ 86.00 ‰ 86.00 ‰ PLANO AGUA - PLANTA PLANO DE ALCANTARILLADO \W0.93139; 01 \W0.69685; 02 \W0.68268; 03 \W0.68783; 04 \W0.67365; 05 \W0.68268; 06 \W0.68396; 07 \W0.68010; 08 \W0.81025; 11 \W0.68010; 09 \W0.56670; 10 \W0.57572; 12 \W0.56154; 13 \W0.56670; 14 \W0.55252; 15 \W0.56154; 16 \W0.56283; 17 \W0.55896; 18 \W0.55896; 19 \W0.70974; 20 \W0.70458; 23 \W0.95329; 21 \W0.71876; 22 \W0.70458; 26 \W0.70974; 24 \W0.69556; 25 \W0.70201; 28 \W0.70201; 29 \W0.68654; 30 \W0.93010; 31 \W0.69556; 32 \W0.68139; 33 \W0.68654; 34 \W0.67237; 35 \W0.67237; 35 \W0.68268; 37 \W0.73938; 40 \W0.67881; 38 \W0.67881; 39 \W0.98293; 41 \W0.74840; 42 \W0.73422; 43 \W0.73938; 44 \W0.72520; 45 \W0.73422; 46 \W0.73551; 47 \W0.73164; 48 \W0.68783; 50 \W0.93139; 51 \W0.70587; 27 \W0.73164; 49 20m3 h=2.65 30m3 h=4.00 30m3 A3 ESC. 1/1000 A3 ESC. 1/1000 A2 ESC. 1/1000 A3 ESC. 1/1000 A2 ESC. 1/750 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 COSAM INGENIEROS E.I.R.L. Propietario del Proyecto : Perimetro : 1,881.20 ml. 8 Ha 2,769.07 JULIO - 2012 Fecha : PP 01 Plano : Ubicación : Coordenadas UTM Zona: 17 S Datum: PSAD 56 Escala : 1/ 2,000 Area : Plano : PLANTA CREACION DEL SERVICIO DE TRANSITABILIDAD VEHICULAR Proyecto : Departamento : LA LIBERTDAD Provincia : HUAMACHUCO Distrito : SANAGORAN Caserio: QUERQUERPAMPA COSAM INGENIEROS E.I.R.L. Propietario del Proyecto : Perimetro : 1,881.20 ml. 8 Ha 2,769.07 JULIO - 2012 Fecha : PP 01 Plano : Ubicación : Coordenadas UTM Zona: 17 S Datum: PSAD 56 Escala : Area : Plano : PERFIL LONGITUDINAL AGUA Y ALCANTARILLADO Proyecto : Departamento : LA LIBERTDAD Provincia : HUAMACHUCO Distrito : SANAGORAN Caserio: QUERQUERPAMPA COSAM INGENIEROS E.I.R.L. Propietario del Proyecto : Perimetro : 1,881.20 ml. 8 Ha 2,769.07 JULIO - 2012 Fecha : PP 01 Plano : Ubicación : Coordenadas UTM Zona: 17 S Datum: PSAD 56 Escalas : H= 1/ 200 Area : Plano : SECCIONES TRANSVERSALES AGUA Y ALCANTARILLADO Proyecto : Departamento : LA LIBERTDAD Provincia : HUAMACHUCO Distrito : SANAGORAN Caserio: QUERQUERPAMPA COSAM INGENIEROS E.I.R.L. Propietario del Proyecto : Perimetro : 1,881.20 ml. 8 Ha 2,769.07 JULIO - 2012 Fecha : PP 01 Plano : Ubicación : Coordenadas UTM Zona: 17 S Datum: PSAD 56 Escala : Area : Plano : DIRECCION DE FLUJO AGUA Y ALCANTARILLADO Proyecto : Departamento : LA LIBERTDAD Provincia : HUAMACHUCO Distrito : SANAGORAN Caserio: QUERQUERPAMPA V= 1/ 200 H= 1/ 2000 V= 1/ 2000 H= 1/ 2000 V= 1/ 2000 CREACION DEL SERVICIO DE TRANSITABILIDAD VEHICULAR EJE 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.046546557462830E+005 9.136094312150573E+006 3250.000000000000 0.000000000000000 225.4043354969160 LEFT PEGLT PEGRT PDGL PDGR EJE 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.064136677059579E+005 9.136088498810009E+006 3270.000000000000 0.000000000000000 188.7425647505300 LEFT PEGLT PEGRT PDGL PDGR EJE 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.051014375180296E+005 9.136070120397890E+006 3270.000000000000 0.000000000000000 188.7425647505300 LEFT PEGLT PEGRT PDGL PDGR EJE 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.031207924410942E+005 9.136416132400675E+006 3250.000000000000 0.000000000000000 225.4043354969160 LEFT PEGLT PEGRT PDGL PDGR EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.052688026465302E+005 9.136094312150573E+006 3275.000000000000 0.000000000000000 97.07661301618177 LEFT PEGLT PEGRT PDGL PDGR EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.054658792595466E+005 9.136094312150573E+006 3279.999999999999 0.000000000000000 97.96252685773275 LEFT PEGLT PEGRT PDGL PDGR EJE 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.053058761121377E+005 9.136092915108893E+006 3279.999999999999 0.000000000000000 97.96252685773275 LEFT PEGLT PEGRT PDGL PDGR EJE 4 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.054667651733881E+005 9.136094312150573E+006 3285.000000000000 0.000000000000000 66.23624008553278 LEFT PEGLT PEGRT PDGL PDGR EJE 5 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.056330014134736E+005 9.136094312150573E+006 3279.999999999999 1.473041329374827 154.3251940010772 LEFT PEGLT PEGRT PDGL PDGR EJE 6 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.059640464279677E+005 9.136089721446433E+006 3275.000000000000 0.000000000000000 46.48758881520236 LEFT PEGLT PEGRT PDGL PDGR EJE 7 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.060323411549605E+005 9.136094312150573E+006 3270.000000000000 0.000000000000000 65.48766977898728 LEFT PEGLT PEGRT PDGL PDGR EJE 8 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.038985357588257E+005 9.136372005686371E+006 3254.999999999999 0.000000000000000 64.72990293473475 LEFT PEGLT PEGRT PDGL PDGR EJE 9 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 8.064591850104843E+005 9.136098574672587E+006 3220.000000000000 0.000000000000000 406.0219143006109 LEFT PEGLT PEGRT PDGL PDGR Tubo PVC Ø 1 1/2" C-10 L=53.45m. Tubo PVC Ø 1 1/2" C-10 L=53.78m. Tubo PVC Ø 1 1/2" C-10 L=52.23m. Tubo PVC Ø 1 1/2" C-10 L=46.81m. Tubo PVC Ø 2" C-10 L=47.38m. Tubo PVC Ø 2" C-10 L=53.45m. Tubo PVC Ø 1 1/2" C-10 L=46.94m. Tubo PVC Ø 1 1/2" C-10 L=48.11m. Tubo PVC Ø 1 1/2" C-10 L=45.46m. Tubo PVC Ø 1" C-10 L=44.24m. Tubo PVC Ø 1" C-10 L=50.97m. Tubo PVC Ø 1" C-10 L=47.89m. Tubo PVC Ø 1 1/2" C-10 L=48.24m. Tubo PVC Ø 1 1/2" C-10 L=48.22m. Tubo PVC Ø 2 1/2" C-10 L=72.75m. Tubo PVC Ø 1 1/2" C-10 L=52.25m. Tubo PVC Ø 1 1/2" C-10 L=49.76m. Tubo PVC Ø 1 1/2" C-10 L=46.59m. Tubo PVC Ø 2" C-10 L=19.90m. Tubo PVC Ø 1" C-10 L=80.54m. Tubo PVC Ø 1" C-10 L=34.32m. Tubo PVC Ø 1" C-10 L=26.52m. Tubo PVC Ø 1" C-10 L=26.45m. Tubo PVC Ø 1" C-10 L=9.03m. RESERVORIO PROYECTADO Cap. 10 m3 R1 10m3 Tubo PVC Ø 2" C-10 L=11.00m. Tubo PVC Ø 1 1/2" C-10 L=53.45m. Tubo PVC Ø 1 1/2" C-10 L=53.78m. Tubo PVC Ø 1 1/2" C-10 L=52.23m. Tubo PVC Ø 1 1/2" C-10 L=46.81m. Tubo PVC Ø 2" C-10 L=47.38m. Tubo PVC Ø 2" C-10 L=53.45m. Tubo PVC Ø 1 1/2" C-10 L=46.94m. Tubo PVC Ø 1 1/2" C-10 L=48.11m. Tubo PVC Ø 1 1/2" C-10 L=45.46m. Tubo PVC Ø 1" C-10 L=44.24m. Tubo PVC Ø 1" C-10 L=50.97m. Tubo PVC Ø 1" C-10 L=47.89m. Tubo PVC Ø 1 1/2" C-10 L=48.24m. Tubo PVC Ø 1 1/2" C-10 L=48.22m. Tubo PVC Ø 2 1/2" C-10 L=72.75m. Tubo PVC Ø 1 1/2" C-10 L=52.25m. Tubo PVC Ø 1 1/2" C-10 L=49.76m. Tubo PVC Ø 1 1/2" C-10 L=46.59m. Tubo PVC Ø 2" C-10 L=19.90m. Tubo PVC Ø 1" C-10 L=80.54m. Tubo PVC Ø 1" C-10 L=34.32m. Tubo PVC Ø 1" C-10 L=26.52m. Tubo PVC Ø 1" C-10 L=26.45m. Tubo PVC Ø 1" C-10 L=9.03m. RESERVORIO PROYECTADO Cap. 10 m3 R1 10m3 Tubo PVC Ø 2" C-10 L=11.00m. Cota de Terreno y Cota de Fondo Dirección de Flujo Red General de Desague 8" UF Buzon Proyectado B-1 LEYENDA VIVIENDAS CALICATA C POSTE DE LUZ PL LAGUNA DE ESTABILIZACION 3137.81 3136.61 (1.20) PLANO DE ALCANTARILLADO ESC. H=1/2000 RESERVORIO PROYECTADO R TOMA DE AGUA TA 0+000 0+000 EJE 5 EJE 5 EJE 5 EJE 5 EJE 6 EJE 1 EJE 1 EJE 1 EJE 1 EJE 1 EJE 2 EJE 2 EJE 2 EJE 9 EJE 9 EJE 9 EJE 7 EJE 3 EJE 3 EJE 4 A = 1,189.50 m2 A B C D B-7 B-8 B-10 B-5 B-3 B-2 B-1 B-15 B-17 B-18 B-11 B-20 B-21 B-14 B-24 B-6 B-28 B-26 B-32 B-34 B-36 B-38 B-30 B-45 3300.20 3299.00 1.20 3292.35 3291.15 1.20 3292.70 3291.50 1.20 3292.20 3291.00 1.20 3300.50 3299.30 1.20 3292.00 3290.80 1.20 3285.60 3284.40 1.20 3279.00 3277.80 1.20 3273.20 3272.00 1.20 3282.40 3281.20 1.20 3285.10 3283.90 1.20 3287.00 3282.57 4.43 3284.70 3282.70 2.00 3384.00 3282.80 1.20 3275.00 3273.80 1.20 3265.30 3264.10 1.20 3265.70 3264.50 1.20 3256.20 3255.00 1.20 3250.00 3248.80 1.20 3250.20 3249.00 1.20 3239.20 3238.00 1.20 3237.50 3236.30 1.20 3235.60 3234.40 1.20 3231.60 3230.40 1.20 L=50.00 m PVC UF Ø 200mm S-25 157.00 ‰ L=33.79 m PVC UF Ø 200mm S-25 245.63 ‰ L=48.33 m PVC UF Ø 200mm S-25 174.42 ‰ L=50.60 m PVC UF Ø 200mm S-25 167.00 ‰ L=40.00 m PVC UF Ø 200mm S-25 172.50 ‰ L=44.83 m PVC UF Ø 200mm S-25 136.07 ‰ L=46.50 m PVC UF Ø 200mm S-25 29.46 ‰ L=52.60 m PVC UF Ø 200mm S-25 2.85 ‰ L=48.68 m PVC UF Ø 200mm S-25 2.67 ‰ L=45.64 m PVC UF Ø 200mm S-25 29.14 ‰ L=50.00 m PVC UF Ø 200mm S-25 10.00 ‰ L=46.49 m PVC UF Ø 200mm S-25 68.00 ‰ L=47.66 m PVC UF Ø 200mm S-25 36.00 ‰ L=50.00 m PVC UF Ø 200mm S-25 116.00 ‰ L=47.71 m PVC UF Ø 200mm S-25 155.10 ‰ L=47.53 m PVC UF Ø 200mm S-25 166.21 ‰ L=42.88 m PVC UF Ø 200mm S-25 212.2 ‰ L=59.95 m PVC UF Ø 200mm S-25 103.42 ‰ L=60.00 m PVC UF Ø 200mm S-25 3.33 ‰ L=60.00 m PVC UF Ø 200mm S-25 183.33 ‰ L=60.00 m PVC UF Ø 200mm S-25 28.33 ‰ L=60.00 m PVC UF Ø 200mm S-25 31.67 ‰ L=60.00 m PVC UF Ø 200mm S-25 66.67 ‰ L=46.02 m PVC UF Ø 200mm S-25 117.34 ‰ 3227.20 3225.00 1.20 L=13.85 m PVC UF Ø 200mm S-25 28.88 ‰ L=10.00 m PVC UF Ø 200mm S-25 10.00 ‰ PLANO DE AGUA \W0.93139; 01 \W0.69685; 02 \W0.68783; 04 \W0.67365; 05 \W0.68268; 03 \W0.68268; 06 \W0.68396; 07 \W0.68010; 08 \W0.68010; 09 \W0.57572; 12 \W0.56154; 13 \W0.56670; 10 \W0.81025; 11 \W0.56670; 14 \W0.55252; 15 \W0.56154; 16 \W0.56283; 17 \W0.55896; 18 \W0.55896; 19 \W0.70974; 20 \W0.95329; 21 \W0.71876; 22 \W0.70458; 23 \W0.70974; 24 \W0.69556; 25 \W0.70458; 26 \W0.93010; 31 \W0.69556; 32 \W0.68139; 33 \W0.67881; 38 \W0.67881; 39 \W0.73938; 40 \W0.98293; 41 \W0.74840; 42 \W0.73422; 43 \W0.73938; 44 \W0.72520; 45 \W0.68654; 34 \W0.67237; 35 \W0.73422; 46 \W0.73551; 47 \W0.68139; 36 \W0.73164; 49 \W0.68783; 50 \W0.68268; 37 \W0.68139; 88 \W0.68525; 87 \W0.68396; 86 \W0.68912; 84 \W0.67494; 85 \W0.68396; 83 \W0.69814; 82 \W0.93268; 81 \W0.68912; 80 \W0.66979; 79 \W0.66979; 78 \W0.93139; 51 \W0.69685; 52 \W0.68268; 53 \W0.68783; 54 \W0.67365; 55 \W0.68268; 56 \W0.68396; 57 \W0.68010; 58 \W0.68010; 59 \W0.69556; 60 \W0.70458; 62 \W0.93912; 61 \W0.69041; 63 \W0.69556; 64 \W0.69041; 66 \W0.68139; 65 \W0.69170; 67 \W0.68783; 68 \W0.68783; 69 \W0.67752; 70 \W0.92108; 71 \W0.68654; 72 \W0.66335; 75 \W0.67752; 74 \W0.67237; 73 \W0.67365; 77 \W0.67237; 76 \W0.70587; 27 \W0.70201; 28 \W0.70201; 29 \W0.68654; 30 \W0.73164; 48 A1 ESC. 1/750 A1 ESC. 1/500 A1 ESC. 1/1250

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architecture, autocad, block, DWG, kläranlage, layout, sewer, structural, structure, treatment plant