Basic Comprehensive Sanitation Cn May 2 – Constitution DWG Block for AutoCAD

Drinking Water System and excreta disposal involves the construction of a catchment Ladera reinforced concrete at the Eye manante indicated; through a water inlet and a filter system; whose average flow will be captured 0.32 lt / sec .; and their respective wooden perimeter fence with barbed wire; Construction of a reinforced concrete cistern tank with capacity 7M3; Construction of a reservoir tank with a capacity of 6m3 High .; with pumping system with electric pump; with power of 5.5KW generator; Construction of the pipeline in a length of 10.00 ml. (With PVC pipe C – 10 2 inc); Construction of the driveline in a length of 27.00 ml (with PVC pipe C – 10 1 1/2.inch); Construction of the adduction line over a length of 10.90 ml. (With PVC pipe C – 7.5 1 1/2 inc); Construction of the distribution line in a length of 1, 023.20 ml (with PVC pipe C – 7.5 1 1/2.inc;; 1 and 3/4? ? respectively). 09 installation control valves 1; 1? and 3/4 inc;;…. 03 Installation purge valves 24 home water connections 23 Und Construction of Latrine with Latrines treatment system with System Training drag system usage and creation of a JASS assistance technical administrative and operational service management. Training the NPP Dos de Mayo on hygiene practices and awareness talks and water conservation.

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

Name, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Pegrt, Pdgl, Pdgr, Piping pvc sap, With own classified material m., Of support with classified material m., Typical section, Esc:, Property limit, Plant, Project Concrete slab, Property limit, Concrete slab, Cut, Simple connection, Home connection, Simple type drinking water, Long connection, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Shaft, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Shaft, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Aling, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Aling, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Aling, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Aling, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Aling, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Rrr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Current population hab., Endowment, Design data, Qmd, Qmh, Growth rate, Abstract works of art, Distribution line distribution, Description, Quantity, Valve Of purge, Und., Domiciliary connections, Und., Valve Of control, Und., Valve Of control, Und., Valve Of control, Und., Pvc sap adapter, Tee pvc sap, Pvc sap reduction, Pvc sap adapter, Elbow pvc knows, Pvc sap adapter, Tee pvc sap, Pvc sap reduction, Tee pvc sap, Pvc sap reduction, Pvc sap adapter, Pvc sap cross, Pvc sap reduction, Pvc sap adapter, Tee pvc sap, Pvc sap reduction, Pvc sap adapter, Tapon pvc sap, Pvc sap reduction, Pvc sap adapter, Pvc sap reduction, Elbow pvc knows, Pvc sap adapter, Communal place, Educational institution, Stadium, Recreation, Warehouse, Retention of the allowance of average quota m.s.n.m, Tank, Cistern, Tank reservoir, Elevated, Communal place, Educational institution, Stadium, Recreation, Warehouse, Retention of the allowance of average quota m.s.n.m, Tank, Cistern, Tank reservoir, Elevated, Communal place, Educational institution, Stadium, Recreation, Warehouse, Retention of the allowance of average quota m.s.n.m, Tank, Cistern, Tank reservoir, Elevated, Communal place, Educational institution, Stadium, Recreation, Warehouse, Retention of the allowance of average quota m.s.n.m, Tank, Cistern, Tank reservoir, Elevated, Valve Of control, Valve Of purge, Horizontal datum, Cuadrilatero system, World geodetic system, Utm each, Georeferencing data, Level curves, Every curve is each mother curves, Summary projected tuberias, Description, Quantity, Pipe line pvc sap line, Line of tubing pvc sap feed, Piping line pvc sap line, Line of distribution pipe pvc sap, Line of distribution pipe pvc sap, Line of distribution pipe pvc sap, Cc.nn two of May, Of flow, Cc.nn two of May, Topographic, Valve Of purge, Valve Of control, Valve Of purge, Summary accessories, Distribution line distribution, Description, Quantity, Pvc sap adapter, Und., Pvc sap reduction, Tee pvc sap, Und., Pvc sap adapter, Und., Elbow pvc knows, Und., Pvc sap reduction, Und., Tee pvc sap, Und., Pvc sap reduction, Und., Pvc sap adapter, Und., Pvc sap cross, Und., Tapon pvc sap, Und., Elbow pvc knows, Und., Potable water system, Treatment plant, Description, Pick up, Unity, Und., Tank tank head, Und., Elevated tank cap., Und., Layout system of, Excreta, Description, Hydraulic trawl latrines, Unity, Und., Summary projected tuberias, Description, Quantity, Pipe line pvc sap line, Line of tubing pvc sap feed, Piping line pvc sap line, Tuber distribution line

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR TUBERIA PVC SAP \A1;RELLENO CON MATERIAL PROPIO CLASIFICADO H = 0.60 m. \A1;CAMA DE APOYO CON MATERIAL CLASIFICADO H = 0.10 m. \A1;0.50 m. SECCION TIPICA Esc: 1/10 5 17 2 9 8 5 0.5 5 5 0.3 5 5 5 5 5 LIMITE DE PROPIEDAD PLANTA PROY. LOSA CONCRETO f'c=140 kg/cm2 A A 13 10 12 11 9 8 6 5 4 3 2 1 0.1 5 5 LIMITE DE PROPIEDAD LOSA CONCRETO f'c=140 kg/cm2 CORTE A-A CONEXION SIMPLE 14 CONEXION DOMICILIARIA DE 1/2" ESC=1/15 AGUA POTABLE TIPO SIMPLE 3 5 3 2 1 4 4 5 CONEXION LARGA \A1;0.1000 \A1;0.075 \A1;0.40 \A1;0.075 \A1;0.5000 \A1;0.075 \A1;0.075 \A1;0.3000 \A1;0.075 \A1;0.2000 \A1;0.1500 \A1;0.2000 \A1;VARIABLE rrr PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.769147602360029E+005 8.907136937973634E+006 240.0000000000000 0.000000000000000 5122.808284150020 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.768989926371959E+005 8.907900827976952E+006 240.0000000000000 0.000000000000000 5546.774907006732 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.768863682512090E+005 8.908521910491296E+006 240.0000000000000 0.000000000000000 5546.774907006732 LEFT PEGLT PEGRT PDGL PDGR ALING 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.834558751340776E+005 8.906093484514677E+006 490.0000000000000 0.000000000000000 257.0176704337741 LEFT PEGLT PEGRT PDGL PDGR tt PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.839516391070092E+005 8.906086943945870E+006 245.0000000000000 0.000000000000000 573.4598379425164 LEFT PEGLT PEGRT PDGL PDGR aling 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.838320098067993E+005 8.906083065449951E+006 245.0000000000000 0.000000000000000 257.0176704337741 LEFT PEGLT PEGRT PDGL PDGR aling 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.837143567588991E+005 8.905980183859298E+006 245.0000000000000 0.000000000000000 257.0176704337741 LEFT PEGLT PEGRT PDGL PDGR ALING 03 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.836508023520141E+005 8.909267210764332E+006 255.0000000000000 0.000000000000000 299.6039967947853 LEFT PEGLT PEGRT PDGL PDGR ALING 03 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.831398529328703E+005 8.909214565697077E+006 255.0000000000000 0.000000000000000 299.6039967947853 LEFT PEGLT PEGRT PDGL PDGR WW PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.761058270877843E+005 8.905219432971328E+006 250.0000000000000 0.000000000000000 84.19021330227005 LEFT PEGLT PEGRT PDGL PDGR WW PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.759348607363080E+005 8.905269480559324E+006 250.0000000000000 0.000000000000000 84.19021330227005 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.760583948317716E+005 8.905452856955745E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.760476118003082E+005 8.905467669811182E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.762152198442681E+005 8.905467345126774E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.762367480560257E+005 8.905314845047563E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.762709345053250E+005 8.905292440103755E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.762754022963250E+005 8.905304870316777E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR RRR PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.762988954192061E+005 8.905329941368954E+006 250.0000000000000 0.000000000000000 108.2315087908213 LEFT PEGLT PEGRT PDGL PDGR Qp = 0.19 Lts/Seg POBLACIÓN ACTUAL = 138 Hab. DOTACIÓN = 80 Lts/Hab/Dia DATOS DE DISEÑO Qmd = 0.24 Lts/Seg Qmh = 0.47 Lts/Seg TASA DE CRECIMIENTO = 2.58% 38 1 38 38 25 2 45° 38 38 3 25 19 38 4 25 19 25 5 19 25 19 25 6 19 19 25 7 19 8,14,11 25 19 9 45° 19 25 15 RESUMEN OBRAS DE ARTE LINEA DE ADUCCION Y DISTRIBUCION DESCRIPCION CANTIDAD Ø VALV. DE PURGA 3/4" 03 UND. CONECCIONES DOMICILIARIAS 1/2" 23 UND. VALV. DE CONTROL 1 " 03 UND. VALV. DE CONTROL 1 1/2" 01 UND. VALV. DE CONTROL 3/4" 05 UND. 01 ADAPTADOR PVC SAP 11/2" 01 TEE PVC SAP 11/2" 01 REDUCCION PVC SAP 11/2"-1" 01 ADAPTADOR PVC SAP 1" 01 CODO PVC SAP 11/2" 01 ADAPTADOR PVC SAP 11/2" 01 TEE PVC SAP 11/2" 01 REDUCCION PVC SAP 11/2"-3/4" 01 REDUCCION PVC SAP 11/2"-1" 01 TEE PVC SAP 1" 01 REDUCCION PVC SAP 1"-3/4" 01 ADAPTADOR PVC SAP 1" 01 ADAPTADOR PVC SAP 3/4" 01 CRUZ PVC SAP 1" 02 REDUCCION PVC SAP 1"-3/4" 02 ADAPTADOR PVC SAP 3/4" 01 TEE PVC SAP 1" 02 REDUCCION PVC SAP 1"-3/4" 01 ADAPTADOR PVC SAP 3/4" 01 ADAPTADOR PVC SAP 1" 03 TAPON PVC SAP 1" 02 REDUCCION PVC SAP 1"-3/4" 01 ADAPTADOR PVC SAP 3/4" 02 REDUCCION PVC SAP 1"-3/4" 01 CODO PVC SAP 3/4" 01 ADAPTADOR PVC SAP 3/4" LOCAL COMUNAL \W5.04070; INSTITUCION \W5.04070; EDUCATIVA \W8.59611; ESTADIO \W4.56647; RECREACION \W5.30579; (LOZA) \W8.00591; ALMACEN 259.000 259.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 269.000 269.000 09 CAPTACION MANTIAL Q DE AFORO = 0.52 Lits/seg. COTA = 259.191 m.s.n.m TANQUE CISTERNA 7 M3 TANQUE RESERVORIO ELEVADO CAP.6M3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L=202.57m L=46.12m L=94.22m L=70.79m L=111.65m L=7.39m L=105.09m L=39.66m L=43.35m L=51.12m L=27.85m L=10.90m L=24.05m L=199.33m 521,400.00 - E 521,400.00 - E 521,600.00 - E 521,600.00 - E 8'896,400.00 - N 8'896,400.00 - N 8'896,600.00 - N 8'896,600.00 - N LOCAL COMUNAL \W5.04070; INSTITUCION \W5.04070; EDUCATIVA \W8.59611; ESTADIO \W4.56647; RECREACION \W5.30579; (LOZA) \W8.00591; ALMACEN 259.000 259.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 269.000 269.000 04 16 CAPTACION MANTIAL Q DE AFORO = 0.52 Lits/seg. COTA = 259.191 m.s.n.m TANQUE CISTERNA 7 M3 TANQUE RESERVORIO ELEVADO CAP.6M3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L=202.57m 19.1mm(3/4") L=46.12m 19.1mm(3/4") L=94.22m 19.1mm(3/4") L=70.79m 19.1mm(3/4") L=111.65m 19.1mm(3/4") L=7.39m 19.1mm(3/4") L=105.09m 25.4mm(1") L=39.66m 19.1mm(3/4") L=43.35m 25.4mm(1") L=51.12m 25.4mm(1") L=27.85m 25.4mm(1") L=10.90m 38.1mm(1 1/2") L=24.05m 38.1mm(1 1/2") L=199.33m 25.4mm(1") LOCAL COMUNAL \W5.04070; INSTITUCION \W5.04070; EDUCATIVA \W8.59611; ESTADIO \W4.56647; RECREACION \W5.30579; (LOZA) \W8.00591; ALMACEN 259.000 259.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 269.000 269.000 09 CAPTACION MANTIAL Q DE AFORO = 0.52 Lits/seg. COTA = 259.191 m.s.n.m TANQUE CISTERNA 7 M3 TANQUE RESERVORIO ELEVADO CAP.6M3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 10 267.32 265.20 2.50 7 270.42 266.71 3.72 8 270.40 266.50 3.90 12 270.79 266.14 4.65 6 270.98 265.59 5.39 11 270.90 266.50 4.40 16 274.52 266.69 7.83 15 274.83 266.21 8.61 13 271.88 265.50 6.38 5 271.88 265.76 6.12 4 274.74 267.50 7.24 14 274.72 266.96 7.76 2 274.85 267.43 7.43 3 274.84 267.04 7.80 1 274.90 267.50 7.40 9 268.97 265.87 3.10 L=202.57m 19.1mm(3/4") Q=0.09lps L=46.12m 19.1mm(3/4") Q=0.02lps L=94.22m 19.1mm(3/4") Q=0.04lps L=70.79m 19.1mm(3/4") Q=0.03lps L=111.65m 19.1mm(3/4") Q=0.05lps L=7.39m 19.1mm(3/4") Q=0.00lps L=105.09m 25.4mm(1") Q=0.38lps L=39.66m 19.1mm(3/4") Q=0.02lps L=43.35m 25.4mm(1") Q=0.33lps L=51.12m 25.4mm(1") Q=0.23lps L=27.85m 25.4mm(1") Q=0.06lps L=10.90m 38.1mm(1 1/2") Q=0.48lps L=24.05m 38.1mm(1 1/2") Q=0.41lps L=199.33m 25.4mm(1") Q=0.19lps LOCAL COMUNAL \W5.04070; INSTITUCION \W5.04070; EDUCATIVA \W8.59611; ESTADIO \W4.56647; RECREACION \W5.30579; (LOZA) \W8.00591; ALMACEN 259.000 259.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 261.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 263.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 265.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 267.000 269.000 269.000 CAPTACION MANTIAL Q DE AFORO = 0.52 Lits/seg. COTA = 259.191 m.s.n.m TANQUE CISTERNA 7 M3 TANQUE RESERVORIO ELEVADO CAP.6M3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 521,400.00 - E 521,600.00 - E 521,600.00 - E 8'896,400.00 - N 8'896,400.00 - N 8'896,600.00 - N 8'896,600.00 - N 521,400.00 - E 521,600.00 - E 8'896,400.00 - N 8'896,400.00 - N 8'896,600.00 - N 521,400.00 - E 521,400.00 - E 521,600.00 - E 521,600.00 - E 8'896,400.00 - N 8'896,400.00 - N 8'896,600.00 - N 8'896,600.00 - N L=202.57m L=46.12m L=94.22m L=70.79m L=111.65m L=7.39m L=105.09m L=39.66m L=43.35m L=51.12m L=27.85m L=10.90m L=24.05m L=199.33m C-1 V-23 V-22 V-21 V-19 V-18 V-16 V-20 V-14 V-13 V-12 V-11 V-10 V-09 V-05 V-06 V-07 V-08 V-01 V-02 V-03 V-04 V-15 01 VALVULA. DE CONTROL 1 1/2" 01 VALVULA. DE CONTROL 1" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 1" 02 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 1" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE PURGA 3/4" 01 VALVULA. DE PURGA 3/4" 01 VALVULA. DE PURGA 3/4" DATUM HORIZONTAL : SISTEMA DE CUADRILATERO : WORLD GEODETIC SYSTEM 1984 (WGS 84) UTM CADA 200 m DATOS DE GEOREFERENCIACION CURVAS DE NIVEL : CADA 1 M CURVAS HIJA Y CADA 2 CURVAS MADRE RESUMEN TUBERIAS PROYECTADAS DESCRIPCION CANTIDAD Ø LÍNEA DE IMPULSIÓN TUBERIA PVC SAP C-10 27.00 m LÍNEA DE ADUCCIÓN TUBERIA PVC SAP C-7.5 1 1/2 " 10.90 m LÍNEA DE CONDUCCION TUBERIA PVC SAP C-10 10.00 m 2 " 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 24.05 m 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 426.75 m 1 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 572.40 m 3/4 " 521,400.00 - E 521,600.00 - E 8'896,600.00 - N CC.NN DOS DE MAYO \LDIAGRAMA DE FLUJO CC.NN DOS DE MAYO \LPLANO TOPOGRAFICO 01 VALVULA. DE PURGA 3/4" 01 VALVULA. DE CONTROL 1 1/2" 01 VALVULA. DE CONTROL 1" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 1" 02 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE CONTROL 3/4" 01 VALVULA. DE PURGA 3/4" 01 VALVULA. DE PURGA 3/4" 01 VALVULA. DE PURGA 3/4" RESUMEN ACCESORIOS LINEA DE ADUCCION y DISTRIBUCION DESCRIPCION CANTIDAD Ø ADAPTADOR PVC SAP 02 UND. REDUCCION PVC SAP TEE PVC SAP 1 1/2" 02 UND. 02 UND. ADAPTADOR PVC SAP 03 UND. CODO PVC SAP 45º 01 UND. 1 " 1 " 1 1/2" 1 1/2" a 1" REDUCCION PVC SAP 01 UND. 1 1/2" a 3/4" TEE PVC SAP 1" 02 UND. REDUCCION PVC SAP 05 UND. 1" a 3/4" ADAPTADOR PVC SAP 05 UND. 3/4" CRUZ PVC SAP 01 UND. 1 " TAPON PVC SAP 03 UND. 1 " CODO PVC SAP 45º 01 UND. 3/4 " SISTEMA DE AGUA POTABLE PLANTA DE TRATAMIENTO DESCRIPCION Captación UNIDAD 01 UND. Tanque Cisterna Cap. 7 m3 01 UND. Tanque Reservorio Elevado Cap. 6m3 01 UND. SISTEMA DE DISPOSICION DE EXCRETAS (Letrinas) DESCRIPCION LETRINAS DE ARRASTRE HIDRÁULICO UNIDAD 22 UND. RESUMEN TUBERIAS PROYECTADAS DESCRIPCION CANTIDAD Ø LÍNEA DE IMPULSIÓN TUBERIA PVC SAP C-10 27.00 m LÍNEA DE ADUCCIÓN TUBERIA PVC SAP C-7.5 1 1/2 " 10.90 m LÍNEA DE CONDUCCION TUBERIA PVC SAP C-10 10.00 m 2 " 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 24.05 m 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 426.75 m 1 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 572.40 m 3/4 " CUANTIFICACIÓN DE PIEZAS ESPECIALES CC.NN DOS DE MAYO \LSISTEMA DE REDES C-17 RESUMEN TUBERIAS PROYECTADAS DESCRIPCION CANTIDAD Ø LÍNEA DE IMPULSIÓN TUBERIA PVC SAP C-10 27.00 m LÍNEA DE ADUCCIÓN TUBERIA PVC SAP C-7.5 1 1/2 " 10.90 m LÍNEA DE CONDUCCION TUBERIA PVC SAP C-10 10.00 m 2 " 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 24.05 m 1 1/2 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 426.75 m 1 " LÍNEA DE DISTRIBUCION TUBERIA PVC SAP C-7.5 572.40 m 3/4 " 100,00 SIMBOLO DESCRIPCION CUADRO DE SIMBOLOS EJE DE LINEA DE RED DE AGUA PROYECTADO CURVA MAYOR Y CURVA MENOR CAPTACIONE RESERVORIO DE 6M3 VIVIENDA ACCESORIOS 17 CÁMARAS DE VALVULAD DE CONTROL 100,00 SIMBOLO DESCRIPCION CUADRO DE SIMBOLOS EJE DE LINEA DE RED DE AGUA PROYECTADO CURVA MAYOR Y CURVA MENOR CAPTACION RESERVORIO DE 6M3 VIVIENDA ACCESORIOS 17 CÁMARAS DE VALVULAD DE CONTROL V-23 V-22 V-21 V-19 V-18 V-16 V-20 V-14 V-13 V-12 V-11 V-10 V-09 V-05 V-06 V-07 V-08 V-01 V-02 V-03 V-04 V-15 C-17 V-23 V-22 V-21 V-19 V-18 V-16 V-20 V-14 V-13 V-12 V-11 V-10 V-09 V-05 V-06 V-07 V-08 V-01 V-02 V-03 V-04 V-15 C-17 V-23 V-22 V-21 V-19 V-18 V-16 V-20 V-14 V-13 V-12 V-11 V-10 V-09 V-05 V-06 V-07 V-08 V-01 V-02 V-03 V-04 V-15 C-17 CC.NN DOS DE MAYO \LCONECCIONES DOMICILIARIAS 521,500.00 - E 521,500.00 - E 521,300.00 - E 8'896,500.00 - N 8'896,500.00 - N 521,500.00 - E 8'896,500.00 - N TUBERIA PVC SAP \A1;RELLENO CON MATERIAL PROPIO CLASIFICADO H = 0.60 m. \A1;CAMA DE APOYO CON MATERIAL CLASIFICADO H = 0.10 m. \A1;0.50 m. SECCION TIPICA Esc: 1/10 521,500.00 - E 521,500.00 - E 521,700.00 - E 521,300.00 - E 8'896,500.00 - N 521,500.00 - E 521,300.00 - E 8'896,500.00 - N TUBERIA PVC SAP \A1;CAMA DE APOYO CON MATERIAL CLASIFICADO H = 0.10 m. \A1;0.50 m. SECCION TIPICA Esc: 1/10 \A1;RELLENO CON MATERIAL PROPIO CLASIFICADO H = 0.60 m. 521,500.00 - E 521,300.00 - E 521,500.00 - E 521,300.00 - E 8'896,500.00 - N 8'896,500.00 - N BM1: 267.15 BM2: 267.05 E-1 E-4 E-5 E-2 E-3