Map Intake DWG Plan for AutoCAD

FLOOR PLAN AND CUTS Intake

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

Sections prog., Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.z., Sections prog., Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, Sections prog., Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, May of, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, Ms. Sc. Ing. Jorge briones g., Ng, Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, yam, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, General plant bocatoma, Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Indicated, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, Ms. Sc Ing. Jorge briones g., C.z., north, East, item, Coordinates utm system, Notes:, All dimensions are in meters except those indicated, Area of ​​facilities designed for the present, Projected installations expansion by rep, study, legend:, graphic scale, Bocatoma, Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Indicated, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, Ms. Sc Ing. Jorge briones g., Right wall, Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, May of, Indicated, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, plant, scale, Right wall, Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Indicated, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, Bocatoma, Ms. Sc. Ing. Jorge briones g., Sections, Binational special project, Titicaca lake, design:, drawing:, Checks:, Topog .:, draft:, flat:, scale:, sheet:, date:, date, description, Location:, Province: san roman, District: juliaca, Apartment: puno, may, Indicated, Sheet, reviewed, Revisions:, Rehabilitation of, Canary irrigation, approved:, C.zp, plant, scale, Location, scale, Ms. Sc. Ing. Jorge briones g., profile, natural terrain, see detail, Dissipative sink, Cast with stones m., Axis of barrage, scale, section, Geotextile, Crying, Geotextile, Geotextile, yam, camp, Downstream river, Axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Barge, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge, Xfg, Xeg, Xgrid, Xgridt, Barge

Raw text data extracted from CAD file:

SECIONES PROG. 0+040 A 0+070 PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 1 : 150 Lamina: 1 de 3 BCT-07 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P. SECIONES PROG. 0+080 A 0+110 PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 1 : 150 Lamina: 2 de 3 BCT-07 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P SECIONES PROG. 0+120 A 0+140 PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO DE 2013 1 : 150 Lamina: 3 de 3 BCT-07 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P Ms. Sc. Ing. Jorge Briones G. Ms. Sc. Ing. Jorge Briones G. Ms. Sc. Ing. Jorge Briones G. N.G. N.G. N.G. \A1;43.81° \A1;3.00 \A1;5.50 \A1;10.20 \A1;6.30 \A1;1.50 \A1;0.50 0.50 1.00 \A1;1.00 \A1;4.10 \A1;1.50 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 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 Rc Rc 0.9999994831159706 PLANTA GENERAL – BOCATOMA PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 INDICADA Lamina: 1 de 1 BCT-01 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: Ms. Sc. Ing. Jorge Briones G. C.Z.P. 8 279 686.31 363 773.45 NORTE ESTE ITEM COORDENADAS UTM SISTEMA WGS-84 8 279 842.35 363 780.94 B A NOTAS: TODAS LAS DIMENSIONES ESTÁN EN METROS EXCEPTO LAS INDICADAS 1.- AREA DE INSTALACIONES PROYECTADAS PARA EL PRESENTE INSTALACIONES PROYECTADAS AMPLIACIÓN POR REP ESTUDIO LEYENDA: ESCALA GRAFICA 0 5 10 15 20 25 m 2.5 -2.5 1:250 \A1;0.80 BOCATOMA PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 INDICADA Lamina: 1 de 1 BCT-03 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P SECCIONES-DETALLES Ms. Sc. Ing. Jorge Briones G. \A1;0.80 \A1;0.90 \A1;0.20 \A1;16.52 MURO DERECHO PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO DE 2013 INDICADA Lamina: 1 de 1 BCT-05 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P PLANTA ESCALA 1:100 MURO DERECHO PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 INDICADA Lamina: 1 de 1 BCT-06 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P BOCATOMA Ms. Sc. Ing. Jorge Briones G. Ms. Sc. Ing. Jorge Briones G. 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ENROCADO CON PIEDRAS D=0.5 m. 5 5 5 5 EJE DE BARRAJE ESCALA 1:75 SECCION B-B -8279510.610023271 5 GEOTEXTIL 150 gr/m2 LLORADORES D=0.15 m -8279510.610023271 -8279510.610023271 -8279510.610023271 -8279510.610023271 5 -8279510.610023271 -8279510.610023271 GEOTEXTIL 150 gr/m2 5 Rc GEOTEXTIL 150 gr/m2 5 3844.02 NAME 3843.32 5 5 5 5 5 \A1;d5/8″ @ 0.30 \A1;d5/8″ @ 0.30 \A1;d5/8″ @ 0.30 \A1;d5/8″ @ 0.30 \A1;d5/8″ @ 0.30 \A1;0.30 \A1;2.30 \A1;2.00 \A1;1.90 \A1;1.45 \A1;16.71 \A1;0.50 \A1;10.00 \A1;8.00 \A1;1.00 \A1;5.58 \A1;8.00 \A1;1.00 \A1;R2.00 \A1;1.42 \A1;1.50 \A1;2.30 \A1;1.00 \A1;1.57 \A1;1.90 \A1;2.00 \A1;1.05 A = 105.98 m2 CAMPAMENTO RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO 8279900N 8279900N 8279800N 8279800N 8279700N 8279700N 8279600N 8279600N 8279500N 8279500N 8279400N 8279400N 364300E 364300E 364200E 364200E 364100E 364100E 364000E 364000E 363900E 363900E 363800E 363800E 363700E 363700E 363600E 363600E 363500E 363500E 363400E 363400E 363300E 363300E 3845 3845 3850 3850 3855 3855 3845 3845 3845 3850 3850 3855 3855 3855 3842 3843 3843 3843 3843 3844 3844 3846 3846 3847 3848 3848 3849 3849 3851 3851 3852 3853 3853 3853 3854 3856 3856 3842 3843 3843 3843 3843 3844 3844 3844 3846 3846 3846 3846 3847 3848 3848 3849 3849 3851 3851 3852 3852 3853 3853 3853 3853 3854 3854 3856 3856 3843 364000E 363900E 363800E 363700E 8279700N 8279800N 8279900N 5 5 5 5 5 5 5 5 5 5 5 C 43.36 C 41.58 5 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+342.290 EJE BARRAJE PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 3.646571064846474E+005 8.279690949765921E+006 3835.000000000000 0.000000000000000 342.2914125855620 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+156.219 3836 3840 3844 3848 3852 3856 3860 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 3846.99 3844.11 3843.66 3843.68 3842.00 3842.00 3842.00 3842.00 3842.00 3842.00 3842.08 3842.30 3842.52 3842.73 3842.95 3845.00 3845.00 BARRAJE EJE TRANSVERSAL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 3.647111035916580E+005 8.279483194833288E+006 3835.000000000000 0.000000000000000 156.2196800831285 LEFT PEGLT PEGRT PDGL PDGR BARRAJE EJE TRANSVERSAL 0.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 14.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 10.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 11.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 20.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 6.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 30.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 4.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 40.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 50.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 60.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 70.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 80.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 90.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 100.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 110.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 120.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 130.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 140.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 5.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 150.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 5.000000 3842.000000 0.000000 BARRAJE EJE TRANSVERSAL 156.218680 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 4.000000 3843.000000 0.000000 BARRAJE EJE TRANSVERSAL 0.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 14.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 10.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 11.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 20.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 6.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 30.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 4.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 40.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 50.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 60.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 70.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 80.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 90.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 100.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 110.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 120.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 130.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 3.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 140.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 5.000000 3841.000000 0.000000 BARRAJE EJE TRANSVERSAL 150.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 5.000000 3842.000000 0.000000 BARRAJE EJE TRANSVERSAL 156.218680 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 4.000000 3843.000000 0.000000 BARRAJE EJE TRANSVERSAL 0.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 25.000000 3835.000000 0.000000 BARRAJE EJE TRANSVERSAL 10.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 25.000000 3835.000000 0.000000 BARRAJE EJE TRANSVERSAL 20.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 20.000000 3835.000000 0.000000 BARRAJE EJE TRANSVERSAL 30.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 BARRAJE EJE TRANSVERSAL 40.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+040 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 50.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+050 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 60.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+060 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 70.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+070 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 80.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+080 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 90.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+090 3842.00 3842.000 BARRAJE EJE TRANSVERSAL 100.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+100 3842.08 3842.084 BARRAJE EJE TRANSVERSAL 110.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+110 3842.30 3842.300 BARRAJE EJE TRANSVERSAL 120.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+120 3842.52 3842.517 BARRAJE EJE TRANSVERSAL 130.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+130 3842.73 3842.731 BARRAJE EJE TRANSVERSAL 140.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 15.000000 3835.000000 0.000000 -30 -20 -10 0 10 20 30 3840 3850 3842.95 3842.945 BARRAJE EJE TRANSVERSAL 150.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 30.000000 20.000000 3835.000000 0.000000 BARRAJE EJE TRANSVERSAL 156.218680 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 20.000000 3835.000000 0.000000 3840.77 POZA DISIPADORA 3846.51 Q500=770 m3/seg 3844.21 3843.12 A B MURO DIVISORIO ENROCADO DE PROTECCION 3846.87 CRESTA DE VERTEDERO CUERPO DE BARRAJE 3840.77 SUPERFICIE A SER PICADA TRATADA CON RESINA EPOXICA CONCRETO ANTIGUO-NUEVO DOWELL ACERO ESTRUCTURAL D=5/8″ CUERPO DE BARRAJE 3843.12 CRESTA DE VERTEDERO ESTRUCTURA EXISTENTE 5 PERFIL DE TERRENO NATURAL 3843.12 3840.77 3841.67 EJE DE BARRAJE 3841.67 3841.67 5 5 3840.77 MURO DIVISORIO NUEV0 3840.77 POZA DISIPADORA UBICACION DE WATER STOP 9″ JUNTA WATER STOP 9″-HORIZONTAL JUNTA WATER STOP 9″-VERTICAL 5 5 PROGRESIVA TERRENO NATURAL VERTEDERO CUERPO DE JUNTA WATER STOP 9″ JUNTA WATER STOP 9″ JUNTA WATER STOP 9″ COMPUERTAS DE PURGA EXISTENTES PERFIL : VISTA DESDE AGUAS ARRIBA SUBIDA WATER STOP 9″ ENROCADO DE PROTECCION 3851 3849 3848 3850 3847 3846 3845 3844 3843 RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO RIO AGUAS ABAJO 8279900N 8279900N 8279800N 8279800N 8279700N 8279700N 8279600N 8279600N 8279500N 8279500N 8279400N 8279400N 364300E 364300E 364200E 364200E 364100E 364100E 364000E 364000E 363900E 363900E 363800E 363800E 363700E 363700E 363600E 363600E 363500E 363500E 363400E 363400E 363300E 363300E 3845 3845 3850 3850 3855 3855 3846 3845 3845 3850 3850 3855 3855 3855 3842 3843 3843 3843 3843 3844 3844 3846 3846 3847 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I-I NUEVO ESCALA 1:250 0+156.22 BARRAJE CRESTA DE 3836 3840 3844 3848 3852 3856 3860 5 5 5 5 5 5 PERFIL DE TERRENO GEOTEXTIL EJE DE BARRAJE 3843.12 5 ESCALA 1:20 DETALLE “B” 3843.12 POZA DISIPADORA ENROCADO DE PROTECCION 3841.67 3843.12 ENROCADO DE PROTECCION EJE DE BARRAJE 3845 3845 3844 3843 3845 3844 3843 ESCALA 1:75 SECCION C-C 3843.12 ESCALA 1:50 ESCALA 1:75 Y NUEVO BARRAJE ESCALA 1:10 DETALLE “A” PERFIL TERRENO NATURAL 3843.12 3840.77 3841.67 5 5 3841.67 POZA DISIPADORA ENROCADO CON PIEDRAS D=0.7 m. EJE DE BARRAJE NUEV0 MURO COMPUERTAS DE PURGA EXISTENTES NIV.3845.86 ESCALA 1:75 SECCION A-A NIV.3844.50 5 5 5 5 5 5 5 5 3841.67 1 1 2 5 5 5 1 2 5 5 3845.52 1 2 POZA DISIPADORA 3841.67 5 3845.52 2:1 (H:V) POZA DISIPADORA ENROCADO EJE DE BARRAJE 2:1 (H:V) UÑA DE ENCHAPADO DE PIEDRA UÑA DE ENCHAPADO DE PIEDRA LIMITE DE EMPOTRAMIENTO LIMITE DE EMPOTRAMIENTO DEL BARRAJE UÑA DE CHAPA DE ENROCADO UÑA DE CHAPA ESCALA 1:75 H-H ESCALA 1:75 SECCION D-D 3844.17 GEOTEXTIL 150 gr/m2 1 2 ESCALA 1:75 SECCION F-F ENROCADO COLOCADAO CRESTA DE VERTEDERO 3845.52 ESCALA 1:75 SECCION G-G CUERPO DE BARRAJE 3841.67 1 2 POZA DISIPADORA 3841.67 1 2 ESCALA 1:75 SECCION E-E dentellon 3844.17 3844.17 3845.52 3844.87 3845.52 3844.17 1 2 5 5 5 5 5 3844.17 2 5 5 GEOTEXTIL 150 gr/m2 5 ESCALA 1:25 DETALLE LLORADOR TUBERÍA PVC D=0.15m 5 150 gr/m2 F F G G H H PROTECCION DE 3843.12 E E ENROCADO DE PROTECCION D D MURO DIVISORIO DEL BARRAJE DE ENROCADO 5 5 LLORADORES 5 5 5 5 5 5 GEOTEXTIL 150 gr/m2 5 5 NIV.3844.75 5 5 5 3843.12 3841.67 5 5 3843.12 TARRAJEO CON MORTERO DE ALTA RESISTENCIA EN TODAS LAS ESTRUCTURAS DE CONCRETO EXISTENTES TIPO SIKA REP O SIMILAR HASTA COTA = 3844.50 DE COMPUERTAS DE LIMPIA Y VENTANAS DE CAPTACION DETALLE DE UNION DE MURO DIVISORIO Rc 5 Rc GEOTEXTIL 150 gr/m2 5 5 5 5 GEOTEXTIL 150 gr/m2 ESTRUCTURAS SECCION B-B d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 5 5 5 3844.02 NAME ESCALA 1:25 DETALLE 1 d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 d5/8″@0.30 5 5 5 SERAN LLENADAS CON CONCRETO SIMPLE LAS JUNTAS DEL ENROCADO SUPERFICIAL 5 1 1 \U+2205=0.80 m GEOTEXTIL 150 gr/m2 ENROCADO COLOCADAO \U+2205=0.80 m 5 1 1 SERAN LLENADAS CON CONCRETO SIMPLE LAS JUNTAS DEL ENROCADO SUPERFICIAL 3844.17 GEOTEXTIL 150 gr/m2 ENROCADO COLOCADAO 5 SERAN LLENADAS CON CONCRETO SIMPLE LAS JUNTAS DEL ENROCADO SUPERFICIAL 1 1 \U+2205=0.80 m 5 5 1 2 GEOTEXTIL 150 gr/m2 1 2 ENROCADO COLOCADAO 5 SERAN LLENADAS CON CONCRETO SIMPLE LAS JUNTAS DEL ENROCADO SUPERFICIAL 1 1 \U+2205=0.80 m 5 3845.52 2 GEOTEXTIL 150 gr/m2 ENROCADO COLOCADAO 5 SERAN LLENADAS CON CONCRETO SIMPLE LAS JUNTAS DEL ENROCADO SUPERFICIAL 1 1 \U+2205=0.80 m 5 3840.16 5 5 3840.16 5 3839.36 5 3839.72 d5/8″ @ 0.30 d5/8″ @ 0.30 EJE DE BARRAJE d5/8″ @ 0.30 d5/8″ @ 0.30 d5/8″ @ 0.30 ESCALA 1:50 B B Estribos de d5/8″@1.80m en ambas direcciones Estribos de d5/8″@1.80m en ambas direcciones 5 f’c=210Kg/cm2 f’c=280Kg/cm2 f’c=280Kg/cm2 5 5 5 5 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+100 Rc PERFIL TERRENO NATURAL POZA DISIPADORA GEOTEXTIL 150 gr/m2 LLORADORES D=0.15 m Rc A = 105.98 m2 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+040 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+050 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+060 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+070 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+080 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+090 3842.00 3842.000 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+100 3842.08 3842.084 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+110 3842.30 3842.300 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+120 3842.52 3842.517 -30 -20 -10 0 10 20 30 3840 3840 3850 3850 0+130 3842.73 3842.731 -30 -20 -10 0 10 20 30 3840 3850 3842.95 3842.945 A.C.=89.3463 M2 A.C.=90.5271 M2 A.C.=90.7843 M2 A.C.=90.9972 M2 A.C.=91.1084 M2 A.C.=91.5239 M2 A.C.=96.9950 M2 A.C.=107.8280 M2 A.C.=118.1560 M2 A.C.=128.7284 M2 A.C.=183.0315 M2 BOCATOMA PROYECTO ESPECIAL BINACIONAL LAGO TITICACA DISEÑO: DIBUJO: VERIFICA: TOPOG.: PROYECTO: PLANO: ESCALA: LAMINA: FECHA: FECHA DESCRIPCION UBICACION: PROVINCIA: San Roman DISTRITO: Juliaca DEPARTAMENTO: Puno MAYO 2013 INDICADA Lamina: 1 de 1 BCT-04 REVISADO : REVISIONES: N° REHABILITACION DE LA IRRIGACION CANTERIA APROBADO: C.Z.P PLANTA ESCALA 1:125 JUNTAS Ms. Sc. Ing. Jorge Briones G.