Storm Drains DWG Detail for AutoCAD

Storm Drains DWG Detail for AutoCAD

Detail sewers standard typical of civil works; artwork in sewers and drainage

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, Name, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, Plant, Detail, Detail, section, Plant, Plant, See dib. Of design, See dib. Of design, See dib. Of design, See dib. Of design, See dib. Of design, Plant, Plant, Plant, Det., Det., Of slope, Min, See dib. Of design, See dib. Of design, Pipeline, Min., Min., Elevation, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, 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, 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, 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, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, See plant, Ditch, Type iii, Ditch, Type ii, Type cuneta ii, Type cuneta iii, See plant, section, Guarantee of, Security, Min. See dib. Of design, Var. See dib. Of design, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Min. See dib. Of design, See in Dib. Of design, Min. See dib. Of design, Var. See dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Min. See dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Min. See dib. Of design, See in Dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Min. See dib. Of design, Ditch, Det., Ditch, Type iii, Det., Ditch, Type ii, See plant, section, Ditch, See plant, section, See plant, section, Ditch, Type ii, section, Broom injected with mortar, Emoquillado enrocado injected with mortar, Broom injected with mortar, Emoquillado enrocado injected with mortar, Guarantee of, Security, Table of closing walls, Opening, Dimensions, Pipeline, Slope base, Min, Inv He., Pipe wall, Detail, Plant, Elevation, section, Sim, Nv. He., See dib. Of design, Technical specifications, Min., Alc, Head, Tmc, Wings, Receiver box, Channel channeling, Of the head, Var., Head screen, Parapet, Stated compacted, section, Esc., Section c ‘, Esc., Emblazoned stone, Coating of, section, Esc., section, Emblazoned stone, Coating of, Ground level, Project Of tooth, Type receiver box, Tooth, Compacted, Affirmed, Slope of land, Esc., Plant, Corrugated pipe, Ridge channel emblazoned stone, Technical specifications, Wings receptacle box, Downhill flood channel, Esc., Table of sewage parameters

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 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 PLANTA DETALLE 1 1 DETALLE C \A1;1.20 \A1;600(MIN.) \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.20 A A SECCION \A1;0.30 \A1;0.15 \A1;VER PLANTA \A1;0.60 \A1;300 \A1;250 \A1;300 \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;0.60 \A1;MIN. 300 VER DIB. DE DISENO \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;150 \A1;MIN. 300 VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;0.17 \A1;0.45 \A1;0.27 \A1;0.15 \A1;250 \A1;150 \A1;MIN. 300 VER DIB. DE DISENO \A1;0.60 \A1;1.20 \A1;1.00 \A1;0.60 \A1;300 \A1;250 \A1;300 \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;600(MIN.) \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.15 \A1;VER PLANTA \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;2.00 \A1;500 \A1;600 \A1;250 DET. XXX-X-XXX 1 DET. 1 \A1;K \A1;D+750 \A1;K \A1;J \A1;J \A1;D \A1;G \A1;B \A1;C \A1;E \A1;45°TIP. \A1;BASE DE TALUD 300 \A1;750 MIN \A1;F \A1;T=300 \A1;H \A1;#4@300 \A1;TyB \A1;75 \A1;50 \A1;300 \A1;0.15 \A1;32°43'18" \A1;11°21'57" \A1;300 \A1;250 \A1;250 \A1;1000 \A1;250 \A1;300 \A1;350 \A1;1250 \A1;350 \A1;b \A1;D \A1;250 \A1;250 \A1;500 \A1;300 \A1;300 \A1;a \A1;350 \A1;1250 \A1;350 \A1;100 \A1;D \A1;300 \A1;300 \A1;100 \A1;D \A1;500 \A1;300 \A1;b \A1;300 \A1;d10@200 \A1;La \A1;500 \A1;200 \A1;700 \A1;d10@200 (L=1000) \A1;200 \A1;250 \A1;250 \A1;700 \A1;d10@250 (AMBAS CARAS) \A1;d10@200 (AMBAS CARAS) \A1;Lc \A1;D A \A1;800 \A1;Ha1 \A1;Ha2 \A1;Lc \A1;D \A1;800 \A1;AE \A1;200 \A1;150 \A1;AE \A1;HE \A1;150 \A1;250 \A1;AE \A1;VAR. \A1;250 \A1;200 \A1;500 \A1;250 \A1;50 \A1;250 \A1;TIP. \A1;350 \A1;200 \A1;Hc \A1;D \A1;Ha1 \A1;800 \A1;Ha2 \A1;500 A \A1;D \A1;200 \A1;150 \A1;200 \A1;150 \A1;MIN. 300 \A1;MIN. 300 \A1;MIN. 300 \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;150 \A1;MIN. 300 \A1;= \A1;= \A1;VAR. VER DIB. DE DISEÑO \A1;150 \A1;3D \A1;EN TUBERIA \A1;300 MIN. \A1;1/2D \A1;D \A1;D \A1;300 \A1;5D \A1;600 \A1;3D \A1;= \A1;= \A1;1200 MIN. \A1;900 \A1;5000 \A1;300 \A1;D \A1;= \A1;= \A1;3D \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;2000 \A1;600 \A1;VER ELEVACION \A1;300 \A1;300 (MIN.) \A1;750 \A1;45° \A1;HE \A1;250 \A1;LE \A1;0.25 \A1;200 \A1;HE \A1;600 \A1;Hc \A1;D \A1;200 \A1;250 \A1;300 \A1;Ha2 \A1;Ha1 \A1;250 \A1;2500MAX. \A1;Hc \A1;D \A1;200 \A1;250 \A1;300 \A1;Ha2 \A1;Ha1 \A1;250 \A1;2500MAX. \A1;250 \A1;250 \A1;LE \A1;200 \A1;HE \A1;600 \A1;50 DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401172431484970E+006 4.827632240946467E+006 529.9999999999999 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401429386387981E+006 4.827486028899470E+006 510.0000000000000 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401920557700822E+006 4.827469409891759E+006 500.0000000000000 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401931964591134E+006 4.827781141517093E+006 529.9999999999999 0.000000000000000 800.0010001062316 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401926859858075E+006 4.827788595915372E+006 500.0000000000000 0.000000000000000 800.0010001062316 LEFT PEGLT PEGRT PDGL PDGR SECC-MAUTINO C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.400992619269711E+006 4.830755177606059E+006 550.0000000000000 0.000000000000000 109.3760000544854 LEFT PEGLT PEGRT PDGL PDGR SECC-MAUTINO C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401008020957652E+006 4.830764038834498E+006 550.0000000000000 0.000000000000000 109.3760000544854 LEFT PEGLT PEGRT PDGL PDGR ACCESO-FREA_TALLER EXIST-Alt3 640.000000 C-SECT-FG C-SECT-EG C-SECT-GRID C-SECT-EGT 3 2 10.000000 10.000000 2.000000 566.000000 0.000000 SEC-1 C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400244795027523E+006 4.830009415838404E+006 540.0000000000000 0.000000000000000 370.0010000358362 LEFT PEGLT PEGRT PDGL PDGR SEC-1 C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400227368767472E+006 4.829975210529959E+006 540.0000000000000 0.000000000000000 370.0010000358362 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400749396384941E+006 4.830572438832320E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400747662783873E+006 4.830466695304146E+006 540.0000000000000 0.000000000000000 170.0010004932766 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400958148493015E+006 4.830467974451818E+006 540.0000000000000 0.000000000000000 170.0010004932766 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401086183759885E+006 4.830572545718030E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401418085451482E+006 4.830572407492298E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400747792851641E+006 4.830369172504822E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400894864278413E+006 4.830369471532665E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400753253477849E+006 4.830190705777815E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400748185442180E+006 4.830293928509845E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400913817418850E+006 4.830291624503606E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400748638664554E+006 4.830253090838551E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401012075375185E+006 4.830187640009041E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401234114106792E+006 4.830186302412474E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400986328628015E+006 4.830191769456686E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401205305254622E+006 4.830190599937592E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 20.00000000000000 20.00000000000000 20.00000000000000 2.401204688590475E+006 4.830572438832319E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830572438832319E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830466695304145E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830369172504822E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830293928509843E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830190705777815E+006 560.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830190705777815E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401328601743859E+006 4.830754734878762E+006 545.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401423788726347E+006 4.830768213302303E+006 545.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401558807131062E+006 4.830570865908673E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401560762144451E+006 4.830571789986621E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401893479703282E+006 4.830570802719042E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.402240609192341E+006 4.830567753251130E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-B C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401561333703400E+006 4.830471212403404E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SEC-B C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401762299829500E+006 4.830472377994700E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SEC-C C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401565261808070E+006 4.830366816118244E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SEC-D C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401562615942980E+006 4.830288778092667E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SEC-D C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401713559779101E+006 4.830286299567042E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SEC-C C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401695417382447E+006 4.830368276521952E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401553946976690E+006 4.830197963452289E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401814833844833E+006 4.830197524548903E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.402068501517635E+006 4.830195100725575E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR EJE-01_AQL C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401203002172081E+006 4.830576843747876E+006 540.0000000000000 0.000000000000000 1727.046704898387 LEFT PEGLT PEGRT PDGL PDGR 5 600(MIN.) 5 5 5 5 5 1 5 5 VER PLANTA 5 300 250 300 CUNETA TIPO III CUNETA TIPO II CUNETA TIPO II CUNETA TIPO III CUNETA TIPO III 5 5 VER PLANTA 5 SECCION SECCION BERMA DE SEGURIDAD MIN. 300 VER DIB. DE DISENO = = VAR. VER DIB. DE DISENO 1 1.5 TIP. 150 \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO CUNETA 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO MIN. 300 VER DIB. DE DISENO 1 1 Z VER EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO = = VAR. VER DIB. DE DISENO CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO CUNETA 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO 1 1 Z VER EN DIB. DE DISENO 5 5 5 5 250 CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO 150 MIN. 300 VER DIB. DE DISENO CUNETA CUNETA 5 1 5 5 5 5 600(MIN.) 5 5 5 300 250 300 4 - DET. CUNETA TIPO III 3 - DET. CUNETA TIPO II 5 5 VER PLANTA SECCION CUNETA CUNETA 5 5 VER PLANTA SECCION 5 5 VER PLANTA SECCION CUNETA TIPO II A SECCION \A1;EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO \A1;EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO 5 500 EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO 600 250 BERMA DE SEGURIDAD 30" (750) 1 4-#6 B C E F G H J 250 D Z 250 250 250 400 950 600 1650 1050 925 300 400 950 675 1800 1200 1000 300 400 950 750 1950 1350 1075 300 400 950 825 2100 1500 1150 300 450 300 1050 900 2250 1650 1275 300 T PULGADAS(mm) 36" (900) 42" (1050) 48" (1200) 54" (1350) 1225 1300 1375 1450 1575 K TABLA DE MUROS DE REMATE ABERTURA DIMENSIONES K D+750 K J J D TUBERIA G B C E 45°TIP. BASE DE TALUD 300 \A1;2:1 \A1;#6 750 MIN F \A1;CJ INV. EL. T=300 H #4@300\XTyB 75 50 300 MURO DE REMATE-DOBLE TUBERIA DETALLE - 5 PLANTA ELEVACION SECCION SIM. B 000-2-P-001 1 000-2-P-001 1 4 4 NV. EL. #4@300 4@300 C/C (TIP.) \A1;VAR. VER DIB. DE DISENO 5 ESPECIFICACIONES TECNICAS MIN. 4000 5000 1800 1500 1200 1600 700 ALC. Hc 1200 1300 900 d Lc 1500 600 1500 1200 La Ha CABEZAL TMC ALAS 350 1700 4150 1800 CAJA RECEPTORA 1400 300 3420 E A LE H E 1500 a CANAL ENCAUZAMIENTO b DEL CABEZAL L=1400 d10@250 L=1000 d16@250 d10@200 VAR. L=2800 d10@200 PANTALLA DEL CABEZAL 6 d10 10@200 PARAPETO AFIRMADO COMPACTADO SECCION B ESC. 1/40 C SECCION C' ESC. 1/40 ESC. 1/40 B A PIEDRA EMBOQUILLADA REVESTIMIENTO DE SECCION A D ESC. 1/40 SECCION C PIEDRA EMBOQUILLADA REVESTIMIENTO DE NIVEL TERRENO PROY. DE DIENTE B A B CAJA RECEPTORA TIPO A DIENTE COMPACTADO AFIRMADO PENDIENTE DE TERRENO ESC. 1/40 PLANTA TUBERIA CORRUGADA - Canal de bajada Piedra emboquillada ESPECIFICACIONES TECNICAS - Cabezal, alas y Caja receptora - Solado, Zapata, Aliviadero y canal de bajada ESC. 1/40 CUADRO DE PARAMETROS DE ALCANTARILLAS (m) minimo 4.00 5.00 1.80 1.50 1.20 1.60 48" 0.70 36" TIPO Alcantarilla (m) Hc 1.20 1.30 0.90 D (m) (m) Lc 1.50 0.60 1.50 1.20 La (m) (m) Ha CABEZAL TMC ALAS 0.35 6.00 1.20 1.50 1.70 4.15 1.80 Caja Receptora 1.40 0.30 3.42 E (m) A L E (m) H E 1.50 1.20 a (m) b (m) CANAL ALIVIADERO Bajada 5.00 0.90 (m) B minimo L c (m) B (m) A Canal de f'c = 140 Kg/cm2 f'c = 140 Kg/cm2 (d=4") SECCION H f'c = 210 Kg/cm2 Concreto. Concreto ciclopeo: ESC. 1/40 DEL CABEZAL L=1.40m PIEDRA EMBOQUILLADA SECCION J ELEVACION DEL MARCO L1 d3/8" @ .20 (AMBAS CARAS) d3/8" @ .20 L1 variable d3/82" @ .20 M2 ESC. 1/40 d3/8" @ .25 ambas caras M3 L=1.00m d5/8" @ .25 d3/8" @ .20 variable C2 C1 M1 d3/8" @ .20 TERRENO B1 d3/8" @ .25 (AMBAS CARAS) PLANTA ARMADURA ESC. 1/40 L1 C L L2 COMPACTADO AFIRMADO S/E L=2.80m d3/8"@ .20 pantalla del cabezal CABEZAL LOSA DEL SOLADO (e=.05) P2 6 d3/8" P1 6d3/8" @ .20 4 @ .20 PARAPETO B2 NIVEL TERRENO SECCION K E PROY. DE DIENTE H E SECCION H PIEDRA EMBOQUILLADA E S/E DIENTE E AFIRMADO COMPACTADO SOLADO B DE BAJADA CANAL BAJADA C B C' B A REVESTIMIENTO DE d3/8" @ .20 (AMBAS CARAS) H L C d3/8" @ .20 ( L=1.00 ) C2 J 3#4 @ .20 C1 PROTECCION DE DESCARGA (Para S <0.2 m/m) NATURAL NIVEL TERRENO E K E DETALLE DE CUNETA CON REJILLA ESC. 1/40 SECCION G BG-T-CI-009 BG-T-CI-009 SECCION E DETALLE DE CUNETA TECHADA ESC. 1/40 .50 .25 .30 .10 .30 \U+2205 3/8"@0.20 .30 \U+2205 3/8"@0.20 .30 .15 .20 .15 .20 .30 .20 .15 \U+2205 3/8"@0.20 2 \U+2205 5/8"(TIP) \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 .50 2 \U+2205 5/8" alrededor D \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 .35 .30 1.25 .30 \U+2205 3/8"@0.20 2.50max. .25 .25 a \U+2205 3/8"@0.20 b 0.15 .15 .20 .30 A .25 .15 .20 .20 .15 .25 .20 .50 .20 .20 VARIABLE .35 .20 \U+2205 3/8"@0.20 .35 .10 2 \U+2205 5/8"(TIP) D .80 Ha2 AE D REJILLA METALICA .15 .10 1.25 .15 .15 1.25 VARIA 0.50-1.00 .15 .15 1.25 .10 0.06 .05 1.25 .15 .15 .05 .05 .25 1.70 .05 .25 D .80 Hc A .25 .30 .80 .50 Ha2 Ha1 .60 .30 .30 .15 .25 .20 .25 .30 A .30 .35 1.25 .25 C \U+2205 3/8"@0.20 .25 Ha1 Lc .35 .70 .20 .50 D 2.00 La .60 .25 .30 L .25 .25 1.00 .25 D Lc 0.15 .20 .15 .15 .20 A L .20 .25 .70 .25 .25 D .25 2.50 max. .25 .25 1.70 .30 H .15 Ha2 .25 .20 .15 .60 .20 H Hc .20 Ha1 de tubo PLANTA CAJA RECEPTORA TIPO B ESC. 1/40 .35 .35 .25 1.25 .25 .25 D .25 .25 1.00 C E d48" d48" ALC. d48" ALC. d48" CUNETA CUNETA RECTANGULAR TECHADA 5 SECCION D 3/8"@0.20 .30 .35 .30 \U+2205 .25 3/8"@0.20 5/8"(TIP) ESC. 1/40 1.25 3/8"@0.20 \U+2205 .35 .10 3/8"@0.20 \U+2205 \U+2205 2 \U+2205 a 2 \U+2205 \U+2205 3/8"@0.20 5/8"(TIP) .50 .25 3/8"@0.20 \U+2205 TUBERIA CORRUGADA D D SECCION VENTANA LLEGADA CUNETA TECHADA SECCION F 3/8"@0.20 ESC. 1/40 .30 .35 .30 \U+2205 D 5/8"(TIP) 3/8"@0.20 1.25 3/8"@0.20 \U+2205 .35 \U+2205 3/8"@0.20 \U+2205 2 \U+2205 CAJA RECEPTORA TIPO C \U+2205 3/8"@0.20 \U+2205 2 .25 a 5/8"(TIP) .25 REJILLA METALICA PLANTA ESC. 1/40 .25 .35 ALC. d36" d48" .25 .25 1.25 .35 C 1.00 .25 .25 F 5 CUNETA RECTANGULAR CON REJILLA METALICA (VER DETALLE) CUNETA CON 3/8"@0.20 .10 S=0.075% ALC. d36" G CAJA RECEPTORA TIPO C CAJA RECEPTORA TIPO B .003 FLEXEL e=10 mm 3/8 @0.20 3/8 @0.20 3/8 @0.20 3/8 @0.20 3/8 @0.20 .15 3/8 @0.20 3/8 @0.20 3/8 @0.20 .15 VARIA 0.50-1.00 3/8"@0.20 \U+2205 3/8"@0.20 0.50 PLANTA 300 250 250 1000 250 300 350 1250 350 A b D A S/E SECCION B S/E SECCION 250 250 d10@200 500 300 300 a d10@200 d10@200 350 1250 350 2d16(TIP) d10@200 d10@200 d10@200 d10@200 d10@200 100 D TUBERIA METALICA CORRUGADA 300 300 100 D 500 d10@200 d10@200 d10@200 300 b 300 d10@200 d10@200 2 d16 ALREDEDOR DE TUBO d10@200 La 500 200 700 d10@200 (L=1000) 200 250 250 700 3d12@200 d10@250 (AMBAS CARAS) d10@200 (AMBAS CARAS) Lc D PLANTA - REFUERZO S/E 800 Ha1 Ha2 Lc D 800 AE ELEVACION 200 150 AE HE PROTECCION CANAL ENCAUZAMIENTO CON PIEDRA EMBOQUILLADA 150 \A1;AFIRMADO COMPACTADO 250 AE \A1;PROY. DE DIENTE E S/E SECCION VAR. 250 200 500 250 50 250\XTIP. 350 200 d10@200 (AMBAS CARAS) d10@200 VAR. d10@200 \A1;SOLADO d10@200 (AMBAS CARAS) \A1;TERRENO D S/E SECCION Hc D Ha1 800 Ha2 6d10@200 \A1;LOSA DEL CABEZAL 500 C S/E SECCION REFUERZO CUADRO DE PARAMETROS DE ALCANTARILLAS D - CABEZAL, ALAS Y CAJA RECEPTORA CONCRETO: f'c = 210 Kg/cm2 - SOLADO, ZAPATA, ALIVIADERO Y CANAL DE BAJADA CONCRETO CICLOPEO: f'c = 140 Kg/cm2 - CANAL DE BAJADA PIEDRA EMBOQUILLADA f'c = 140 Kg/cm2 (d=4") CAJA RECEPTORA - ALCANTARILLA DETALLE - 1 PLANTA S/E CABEZAL Y CANAL DE ENCAUZAMIENTO DE ALCANTARILLA DETALLE - 2 C B D 200 150 200 150 CUNETA \A1;CUNETA \A1;CUNETA DETAIL 1 5 __ 1 FLUJO SECCION TIPO II TIPO I ELEVACION ELEVACION PROTECCION DE LA PENDIENTE DEL DRENAJE-SALIDA DE ALCANTARILLA DETALLE - 3 S SECCION ELEVACION EMBOQUILLAMIENTO- ALCANTARILLA DESCENDENTE DETALLE - 4 CUNETA 2 MIN. 300 1 1 Z 1 2 CUNETA 2 PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO MIN. 300 1 1 Z VER EN DIB. DE DISEÑO 1 2 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 MIN. 300 = = VAR. VER DIB. DE DISENO 1 1.5 TIP. 150 \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 MIN. 300 = = VAR. VER DIB. DE DISEÑO CUNETA 1 1.5 TIP. PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO \A1;VER EN DIB. DE DISEÑO \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO CUNETA 150 CUNETA SIN REVESTIMIENTO DETALLE - 5 TIPO I TIPO II CUNETA REVESTIDA DETALLE - 6 TIPO I TIPO II 3D\XEN TUBERIA 300\XMIN. 1/2D D D \A1;ALCANTARILLA 300 5D 600 3D = = REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 1200 MIN. 900 5000 300 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 D \A1;ALCANTARILLA FLUJO = = 3D 300 300 300 300 300 2000 600 VER ELEVACION 300 300 (MIN.) 1 5 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 750 <> Hc D 200 250 300 Ha2 Ha1 \A1;REVESTIMIENTO DE PIEDRA EMBOQUILLADA 250 2500MAX. 250 \A1;AFIRMADO COMPACTADO LE \A1;DIENTE 0.25 200 HE 600 \A1;NIVEL TERRENO EXISTENTE PROTECCION CANAL ALIVIADERO (Para S <0.2 m/m) C S/E SECCION E HE Hc D 200 250 300 Ha2 Ha1 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 250 2500MAX. 250 \A1;AFIRMADO COMPACTADO \A1;DIENTE 250 \A1;NIVEL TERRENO EXISTENTE PROTECCION CANAL DE ENCAUZAMIENTO PARA ENTRADA Y/O SALIDA (Para S <0.2 m/m) C S/E SECCION E LE 200 HE 600 50 \A1;SOLADO NOTA .- LAS CUNETAS SE REVESTIRAN CUANDO EL SUELO SEA DELEZNABLE (LIMO ARCILLOSOS Y ARENO LIMOS0) VER NOTAS GENERALES EN PLANO 000-2-P-001. 2.- 1.- TODAS LAS DIMENSIONES ESTAN EN MILIMETROS (S.I.C.)

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, Name, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, Plant, Detail, Detail, section, Plant, Plant, See dib. Of design, See dib. Of design, See dib. Of design, See dib. Of design, See dib. Of design, Plant, Plant, Plant, Det., Det., Of slope, Min, See dib. Of design, See dib. Of design, Pipeline, Min., Min., Elevation, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Dam, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, 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, 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, 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, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, Pegl, Peg, Left, Peglt, Pegrt, Pdgl, Pdgr, See plant, Ditch, Type iii, Ditch, Type ii, Type cuneta ii, Type cuneta iii, See plant, section, Guarantee of, Security, Min. See dib. Of design, Var. See dib. Of design, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Min. See dib. Of design, See in dib. Of design, Min. See dib. Of design, Var. See dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Min. See dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Min. See dib. Of design, See in dib. Of design, Ditch, Tip., Of him. Of the ind flow In dib. Of design, Embroidered rusk injected with mortar, Min. See dib. Of design, Ditch, Det., Ditch, Type iii, Det., Ditch, Type ii, See plant, section, Ditch, See plant, section, See plant, section, Ditch, Type ii, section, Broom injected with mortar, Embroidered crawler injected with mortar, Broom injected with mortar, Embroidered crawler injected with mortar, Guarantee of, Security, Table of closing walls, Opening, Dimensions, Pipeline, Slope base, Min, Inv He, Pipe wall, Detail, Plant, Elevation, section, Sim, Nv. He, See dib. Of design, Technical specifications, Min., Alc, Head, Tmc, Wings, Receiver box, Channel channeling, Of the head, Var., Head screen, Parapet, Stated compacted, section, Esc., Section c ‘, Esc., Emblazoned stone, Coating of, section, Esc., section, Emblazoned stone, Coating of, Ground level, Project Of tooth, Type receiver box, Tooth, Compacted, Affirmed, Slope of land, Esc., Plant, Corrugated pipe, Ridge channel emblazoned stone, Technical specifications, Wings receiving box, Downhill flood channel, Esc., Table of sewage parameters

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 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 PLANTA DETALLE 1 1 DETALLE C \A1;1.20 \A1;600(MIN.) \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.20 A A SECCION \A1;0.30 \A1;0.15 \A1;VER PLANTA \A1;0.60 \A1;300 \A1;250 \A1;300 \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;0.60 \A1;MIN. 300 VER DIB. DE DISENO \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;150 \A1;MIN. 300 VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;MIN. 300 VER DIB. DE DISENO \A1;0.17 \A1;0.45 \A1;0.27 \A1;0.15 \A1;250 \A1;150 \A1;MIN. 300 VER DIB. DE DISENO \A1;0.60 \A1;1.20 \A1;1.00 \A1;0.60 \A1;300 \A1;250 \A1;300 \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;600(MIN.) \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.15 \A1;VER PLANTA \A1;0.35 \A1;0.15 \A1;VER PLANTA \A1;2.00 \A1;500 \A1;600 \A1;250 DET. XXX-X-XXX 1 DET. 1 \A1;K \A1;D+750 \A1;K \A1;J \A1;J \A1;D \A1;G \A1;B \A1;C \A1;E \A1;45°TIP. \A1;BASE DE TALUD 300 \A1;750 MIN \A1;F \A1;T=300 \A1;H \A1;#4@300 \A1;TyB \A1;75 \A1;50 \A1;300 \A1;0.15 \A1;32°43'18" \A1;11°21'57" \A1;300 \A1;250 \A1;250 \A1;1000 \A1;250 \A1;300 \A1;350 \A1;1250 \A1;350 \A1;b \A1;D \A1;250 \A1;250 \A1;500 \A1;300 \A1;300 \A1;a \A1;350 \A1;1250 \A1;350 \A1;100 \A1;D \A1;300 \A1;300 \A1;100 \A1;D \A1;500 \A1;300 \A1;b \A1;300 \A1;d10@200 \A1;La \A1;500 \A1;200 \A1;700 \A1;d10@200 (L=1000) \A1;200 \A1;250 \A1;250 \A1;700 \A1;d10@250 (AMBAS CARAS) \A1;d10@200 (AMBAS CARAS) \A1;Lc \A1;D A \A1;800 \A1;Ha1 \A1;Ha2 \A1;Lc \A1;D \A1;800 \A1;AE \A1;200 \A1;150 \A1;AE \A1;HE \A1;150 \A1;250 \A1;AE \A1;VAR. \A1;250 \A1;200 \A1;500 \A1;250 \A1;50 \A1;250 \A1;TIP. \A1;350 \A1;200 \A1;Hc \A1;D \A1;Ha1 \A1;800 \A1;Ha2 \A1;500 A \A1;D \A1;200 \A1;150 \A1;200 \A1;150 \A1;MIN. 300 \A1;MIN. 300 \A1;MIN. 300 \A1;= \A1;= \A1;VAR. VER DIB. DE DISENO \A1;150 \A1;MIN. 300 \A1;= \A1;= \A1;VAR. VER DIB. DE DISEÑO \A1;150 \A1;3D \A1;EN TUBERIA \A1;300 MIN. \A1;1/2D \A1;D \A1;D \A1;300 \A1;5D \A1;600 \A1;3D \A1;= \A1;= \A1;1200 MIN. \A1;900 \A1;5000 \A1;300 \A1;D \A1;= \A1;= \A1;3D \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;2000 \A1;600 \A1;VER ELEVACION \A1;300 \A1;300 (MIN.) \A1;750 \A1;45° \A1;HE \A1;250 \A1;LE \A1;0.25 \A1;200 \A1;HE \A1;600 \A1;Hc \A1;D \A1;200 \A1;250 \A1;300 \A1;Ha2 \A1;Ha1 \A1;250 \A1;2500MAX. \A1;Hc \A1;D \A1;200 \A1;250 \A1;300 \A1;Ha2 \A1;Ha1 \A1;250 \A1;2500MAX. \A1;250 \A1;250 \A1;LE \A1;200 \A1;HE \A1;600 \A1;50 DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401172431484970E+006 4.827632240946467E+006 529.9999999999999 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401429386387981E+006 4.827486028899470E+006 510.0000000000000 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401920557700822E+006 4.827469409891759E+006 500.0000000000000 0.000000000000000 900.0010001593759 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401931964591134E+006 4.827781141517093E+006 529.9999999999999 0.000000000000000 800.0010001062316 LEFT PEGLT PEGRT PDGL PDGR DAM C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401926859858075E+006 4.827788595915372E+006 500.0000000000000 0.000000000000000 800.0010001062316 LEFT PEGLT PEGRT PDGL PDGR SECC-MAUTINO C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.400992619269711E+006 4.830755177606059E+006 550.0000000000000 0.000000000000000 109.3760000544854 LEFT PEGLT PEGRT PDGL PDGR SECC-MAUTINO C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401008020957652E+006 4.830764038834498E+006 550.0000000000000 0.000000000000000 109.3760000544854 LEFT PEGLT PEGRT PDGL PDGR ACCESO-FREA_TALLER EXIST-Alt3 640.000000 C-SECT-FG C-SECT-EG C-SECT-GRID C-SECT-EGT 3 2 10.000000 10.000000 2.000000 566.000000 0.000000 SEC-1 C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400244795027523E+006 4.830009415838404E+006 540.0000000000000 0.000000000000000 370.0010000358362 LEFT PEGLT PEGRT PDGL PDGR SEC-1 C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400227368767472E+006 4.829975210529959E+006 540.0000000000000 0.000000000000000 370.0010000358362 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400749396384941E+006 4.830572438832320E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400747662783873E+006 4.830466695304146E+006 540.0000000000000 0.000000000000000 170.0010004932766 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400958148493015E+006 4.830467974451818E+006 540.0000000000000 0.000000000000000 170.0010004932766 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401086183759885E+006 4.830572545718030E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401418085451482E+006 4.830572407492298E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400747792851641E+006 4.830369172504822E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400894864278413E+006 4.830369471532665E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400753253477849E+006 4.830190705777815E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400748185442180E+006 4.830293928509845E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400913817418850E+006 4.830291624503606E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400748638664554E+006 4.830253090838551E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401012075375185E+006 4.830187640009041E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401234114106792E+006 4.830186302412474E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.400986328628015E+006 4.830191769456686E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-ULT C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401205305254622E+006 4.830190599937592E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 20.00000000000000 20.00000000000000 20.00000000000000 2.401204688590475E+006 4.830572438832319E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830572438832319E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-B-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830466695304145E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SECCION-C-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830369172504822E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SECCION-D-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830293928509843E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830190705777815E+006 560.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-E-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401204688590475E+006 4.830190705777815E+006 550.0000000000000 0.000000000000000 200.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401328601743859E+006 4.830754734878762E+006 545.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SECCION-A-AQL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 2.401423788726347E+006 4.830768213302303E+006 545.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401558807131062E+006 4.830570865908673E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401560762144451E+006 4.830571789986621E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401893479703282E+006 4.830570802719042E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-A C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.402240609192341E+006 4.830567753251130E+006 540.0000000000000 0.000000000000000 300.0009997771454 LEFT PEGLT PEGRT PDGL PDGR SEC-B C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401561333703400E+006 4.830471212403404E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SEC-B C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401762299829500E+006 4.830472377994700E+006 540.0000000000000 0.000000000000000 170.0010001198231 LEFT PEGLT PEGRT PDGL PDGR SEC-C C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401565261808070E+006 4.830366816118244E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SEC-D C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401562615942980E+006 4.830288778092667E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SEC-D C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401713559779101E+006 4.830286299567042E+006 560.0000000000000 0.000000000000000 130.0010002113449 LEFT PEGLT PEGRT PDGL PDGR SEC-C C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401695417382447E+006 4.830368276521952E+006 550.0000000000000 0.000000000000000 100.0010002350178 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401553946976690E+006 4.830197963452289E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.401814833844833E+006 4.830197524548903E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR SEC-E C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 10.00000000000000 10.00000000000000 10.00000000000000 2.402068501517635E+006 4.830195100725575E+006 550.0000000000000 0.000000000000000 215.0009994127135 LEFT PEGLT PEGRT PDGL PDGR EJE-01_AQL C-PROF-EGT C-PROF-VGRI C-PROF-EGT C-PROF-FGT C-PROF-EG PEGL PEGR C-PROF-FG C-PROF-GRID C-PROF-GRIT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.401203002172081E+006 4.830576843747876E+006 540.0000000000000 0.000000000000000 1727.046704898387 LEFT PEGLT PEGRT PDGL PDGR 5 600(MIN.) 5 5 5 5 5 1 5 5 VER PLANTA 5 300 250 300 CUNETA TIPO III CUNETA TIPO II CUNETA TIPO II CUNETA TIPO III CUNETA TIPO III 5 5 VER PLANTA 5 SECCION SECCION BERMA DE SEGURIDAD MIN. 300 VER DIB. DE DISENO = = VAR. VER DIB. DE DISENO 1 1.5 TIP. 150 \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO CUNETA 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO MIN. 300 VER DIB. DE DISENO 1 1 Z VER EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO = = VAR. VER DIB. DE DISENO CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO CUNETA 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO MIN. 300 VER DIB. DE DISENO 1 1 Z VER EN DIB. DE DISENO 5 5 5 5 250 CUNETA 1 1.5 TIP. \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO 150 MIN. 300 VER DIB. DE DISENO CUNETA CUNETA 5 1 5 5 5 5 600(MIN.) 5 5 5 300 250 300 4 - DET. CUNETA TIPO III 3 - DET. CUNETA TIPO II 5 5 VER PLANTA SECCION CUNETA CUNETA 5 5 VER PLANTA SECCION 5 5 VER PLANTA SECCION CUNETA TIPO II A SECCION \A1;EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO \A1;EMBOQUILLADO / ENRROCADO INYECTADO CON MORTERO 5 500 EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO EMBOQUILLADO / ENROCADO INYECTADO CON MORTERO 600 250 BERMA DE SEGURIDAD 30" (750) 1 4-#6 B C E F G H J 250 D Z 250 250 250 400 950 600 1650 1050 925 300 400 950 675 1800 1200 1000 300 400 950 750 1950 1350 1075 300 400 950 825 2100 1500 1150 300 450 300 1050 900 2250 1650 1275 300 T PULGADAS(mm) 36" (900) 42" (1050) 48" (1200) 54" (1350) 1225 1300 1375 1450 1575 K TABLA DE MUROS DE REMATE ABERTURA DIMENSIONES K D+750 K J J D TUBERIA G B C E 45°TIP. BASE DE TALUD 300 \A1;2:1 \A1;#6 750 MIN F \A1;CJ INV. EL. T=300 H #4@300\XTyB 75 50 300 MURO DE REMATE-DOBLE TUBERIA DETALLE - 5 PLANTA ELEVACION SECCION SIM. B 000-2-P-001 1 000-2-P-001 1 4 4 NV. EL. #4@300 4@300 C/C (TIP.) \A1;VAR. VER DIB. DE DISENO 5 ESPECIFICACIONES TECNICAS MIN. 4000 5000 1800 1500 1200 1600 700 ALC. Hc 1200 1300 900 d Lc 1500 600 1500 1200 La Ha CABEZAL TMC ALAS 350 1700 4150 1800 CAJA RECEPTORA 1400 300 3420 E A LE H E 1500 a CANAL ENCAUZAMIENTO b DEL CABEZAL L=1400 d10@250 L=1000 d16@250 d10@200 VAR. L=2800 d10@200 PANTALLA DEL CABEZAL 6 d10 10@200 PARAPETO AFIRMADO COMPACTADO SECCION B ESC. 1/40 C SECCION C' ESC. 1/40 ESC. 1/40 B A PIEDRA EMBOQUILLADA REVESTIMIENTO DE SECCION A D ESC. 1/40 SECCION C PIEDRA EMBOQUILLADA REVESTIMIENTO DE NIVEL TERRENO PROY. DE DIENTE B A B CAJA RECEPTORA TIPO A DIENTE COMPACTADO AFIRMADO PENDIENTE DE TERRENO ESC. 1/40 PLANTA TUBERIA CORRUGADA - Canal de bajada Piedra emboquillada ESPECIFICACIONES TECNICAS - Cabezal, alas y Caja receptora - Solado, Zapata, Aliviadero y canal de bajada ESC. 1/40 CUADRO DE PARAMETROS DE ALCANTARILLAS (m) minimo 4.00 5.00 1.80 1.50 1.20 1.60 48" 0.70 36" TIPO Alcantarilla (m) Hc 1.20 1.30 0.90 D (m) (m) Lc 1.50 0.60 1.50 1.20 La (m) (m) Ha CABEZAL TMC ALAS 0.35 6.00 1.20 1.50 1.70 4.15 1.80 Caja Receptora 1.40 0.30 3.42 E (m) A L E (m) H E 1.50 1.20 a (m) b (m) CANAL ALIVIADERO Bajada 5.00 0.90 (m) B minimo L c (m) B (m) A Canal de f'c = 140 Kg/cm2 f'c = 140 Kg/cm2 (d=4") SECCION H f'c = 210 Kg/cm2 Concreto. Concreto ciclopeo: ESC. 1/40 DEL CABEZAL L=1.40m PIEDRA EMBOQUILLADA SECCION J ELEVACION DEL MARCO L1 d3/8" @ .20 (AMBAS CARAS) d3/8" @ .20 L1 variable d3/82" @ .20 M2 ESC. 1/40 d3/8" @ .25 ambas caras M3 L=1.00m d5/8" @ .25 d3/8" @ .20 variable C2 C1 M1 d3/8" @ .20 TERRENO B1 d3/8" @ .25 (AMBAS CARAS) PLANTA ARMADURA ESC. 1/40 L1 C L L2 COMPACTADO AFIRMADO S/E L=2.80m d3/8"@ .20 pantalla del cabezal CABEZAL LOSA DEL SOLADO (e=.05) P2 6 d3/8" P1 6d3/8" @ .20 4 @ .20 PARAPETO B2 NIVEL TERRENO SECCION K E PROY. DE DIENTE H E SECCION H PIEDRA EMBOQUILLADA E S/E DIENTE E AFIRMADO COMPACTADO SOLADO B DE BAJADA CANAL BAJADA C B C' B A REVESTIMIENTO DE d3/8" @ .20 (AMBAS CARAS) H L C d3/8" @ .20 ( L=1.00 ) C2 J 3#4 @ .20 C1 PROTECCION DE DESCARGA (Para S <0.2 m/m) NATURAL NIVEL TERRENO E K E DETALLE DE CUNETA CON REJILLA ESC. 1/40 SECCION G BG-T-CI-009 BG-T-CI-009 SECCION E DETALLE DE CUNETA TECHADA ESC. 1/40 .50 .25 .30 .10 .30 \U+2205 3/8"@0.20 .30 \U+2205 3/8"@0.20 .30 .15 .20 .15 .20 .30 .20 .15 \U+2205 3/8"@0.20 2 \U+2205 5/8"(TIP) \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 .50 2 \U+2205 5/8" alrededor D \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 \U+2205 3/8"@0.20 .35 .30 1.25 .30 \U+2205 3/8"@0.20 2.50max. .25 .25 a \U+2205 3/8"@0.20 b 0.15 .15 .20 .30 A .25 .15 .20 .20 .15 .25 .20 .50 .20 .20 VARIABLE .35 .20 \U+2205 3/8"@0.20 .35 .10 2 \U+2205 5/8"(TIP) D .80 Ha2 AE D REJILLA METALICA .15 .10 1.25 .15 .15 1.25 VARIA 0.50-1.00 .15 .15 1.25 .10 0.06 .05 1.25 .15 .15 .05 .05 .25 1.70 .05 .25 D .80 Hc A .25 .30 .80 .50 Ha2 Ha1 .60 .30 .30 .15 .25 .20 .25 .30 A .30 .35 1.25 .25 C \U+2205 3/8"@0.20 .25 Ha1 Lc .35 .70 .20 .50 D 2.00 La .60 .25 .30 L .25 .25 1.00 .25 D Lc 0.15 .20 .15 .15 .20 A L .20 .25 .70 .25 .25 D .25 2.50 max. .25 .25 1.70 .30 H .15 Ha2 .25 .20 .15 .60 .20 H Hc .20 Ha1 de tubo PLANTA CAJA RECEPTORA TIPO B ESC. 1/40 .35 .35 .25 1.25 .25 .25 D .25 .25 1.00 C E d48" d48" ALC. d48" ALC. d48" CUNETA CUNETA RECTANGULAR TECHADA 5 SECCION D 3/8"@0.20 .30 .35 .30 \U+2205 .25 3/8"@0.20 5/8"(TIP) ESC. 1/40 1.25 3/8"@0.20 \U+2205 .35 .10 3/8"@0.20 \U+2205 \U+2205 2 \U+2205 a 2 \U+2205 \U+2205 3/8"@0.20 5/8"(TIP) .50 .25 3/8"@0.20 \U+2205 TUBERIA CORRUGADA D D SECCION VENTANA LLEGADA CUNETA TECHADA SECCION F 3/8"@0.20 ESC. 1/40 .30 .35 .30 \U+2205 D 5/8"(TIP) 3/8"@0.20 1.25 3/8"@0.20 \U+2205 .35 \U+2205 3/8"@0.20 \U+2205 2 \U+2205 CAJA RECEPTORA TIPO C \U+2205 3/8"@0.20 \U+2205 2 .25 a 5/8"(TIP) .25 REJILLA METALICA PLANTA ESC. 1/40 .25 .35 ALC. d36" d48" .25 .25 1.25 .35 C 1.00 .25 .25 F 5 CUNETA RECTANGULAR CON REJILLA METALICA (VER DETALLE) CUNETA CON 3/8"@0.20 .10 S=0.075% ALC. d36" G CAJA RECEPTORA TIPO C CAJA RECEPTORA TIPO B .003 FLEXEL e=10 mm 3/8 @0.20 3/8 @0.20 3/8 @0.20 3/8 @0.20 3/8 @0.20 .15 3/8 @0.20 3/8 @0.20 3/8 @0.20 .15 VARIA 0.50-1.00 3/8"@0.20 \U+2205 3/8"@0.20 0.50 PLANTA 300 250 250 1000 250 300 350 1250 350 A b D A S/E SECCION B S/E SECCION 250 250 d10@200 500 300 300 a d10@200 d10@200 350 1250 350 2d16(TIP) d10@200 d10@200 d10@200 d10@200 d10@200 100 D TUBERIA METALICA CORRUGADA 300 300 100 D 500 d10@200 d10@200 d10@200 300 b 300 d10@200 d10@200 2 d16 ALREDEDOR DE TUBO d10@200 La 500 200 700 d10@200 (L=1000) 200 250 250 700 3d12@200 d10@250 (AMBAS CARAS) d10@200 (AMBAS CARAS) Lc D PLANTA - REFUERZO S/E 800 Ha1 Ha2 Lc D 800 AE ELEVACION 200 150 AE HE PROTECCION CANAL ENCAUZAMIENTO CON PIEDRA EMBOQUILLADA 150 \A1;AFIRMADO COMPACTADO 250 AE \A1;PROY. DE DIENTE E S/E SECCION VAR. 250 200 500 250 50 250\XTIP. 350 200 d10@200 (AMBAS CARAS) d10@200 VAR. d10@200 \A1;SOLADO d10@200 (AMBAS CARAS) \A1;TERRENO D S/E SECCION Hc D Ha1 800 Ha2 6d10@200 \A1;LOSA DEL CABEZAL 500 C S/E SECCION REFUERZO CUADRO DE PARAMETROS DE ALCANTARILLAS D - CABEZAL, ALAS Y CAJA RECEPTORA CONCRETO: f'c = 210 Kg/cm2 - SOLADO, ZAPATA, ALIVIADERO Y CANAL DE BAJADA CONCRETO CICLOPEO: f'c = 140 Kg/cm2 - CANAL DE BAJADA PIEDRA EMBOQUILLADA f'c = 140 Kg/cm2 (d=4") CAJA RECEPTORA - ALCANTARILLA DETALLE - 1 PLANTA S/E CABEZAL Y CANAL DE ENCAUZAMIENTO DE ALCANTARILLA DETALLE - 2 C B D 200 150 200 150 CUNETA \A1;CUNETA \A1;CUNETA DETAIL 1 5 __ 1 FLUJO SECCION TIPO II TIPO I ELEVACION ELEVACION PROTECCION DE LA PENDIENTE DEL DRENAJE-SALIDA DE ALCANTARILLA DETALLE - 3 S SECCION ELEVACION EMBOQUILLAMIENTO- ALCANTARILLA DESCENDENTE DETALLE - 4 CUNETA 2 MIN. 300 1 1 Z 1 2 CUNETA 2 PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO MIN. 300 1 1 Z VER EN DIB. DE DISEÑO 1 2 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 MIN. 300 = = VAR. VER DIB. DE DISENO 1 1.5 TIP. 150 \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISENO REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 MIN. 300 = = VAR. VER DIB. DE DISEÑO CUNETA 1 1.5 TIP. PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO \A1;VER EN DIB. DE DISEÑO \A1;PUNTO DE EL. DEL FLUJO IND. EN DIB. DE DISEÑO CUNETA 150 CUNETA SIN REVESTIMIENTO DETALLE - 5 TIPO I TIPO II CUNETA REVESTIDA DETALLE - 6 TIPO I TIPO II 3D\XEN TUBERIA 300\XMIN. 1/2D D D \A1;ALCANTARILLA 300 5D 600 3D = = REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 1200 MIN. 900 5000 300 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 D \A1;ALCANTARILLA FLUJO = = 3D 300 300 300 300 300 2000 600 VER ELEVACION 300 300 (MIN.) 1 5 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 750 <> Hc D 200 250 300 Ha2 Ha1 \A1;REVESTIMIENTO DE PIEDRA EMBOQUILLADA 250 2500MAX. 250 \A1;AFIRMADO COMPACTADO LE \A1;DIENTE 0.25 200 HE 600 \A1;NIVEL TERRENO EXISTENTE PROTECCION CANAL ALIVIADERO (Para S <0.2 m/m) C S/E SECCION E HE Hc D 200 250 300 Ha2 Ha1 REVESTIMIENTO DE PIEDRA EMBOQUILLADA CON HORMIGON H8 250 2500MAX. 250 \A1;AFIRMADO COMPACTADO \A1;DIENTE 250 \A1;NIVEL TERRENO EXISTENTE PROTECCION CANAL DE ENCAUZAMIENTO PARA ENTRADA Y/O SALIDA (Para S <0.2 m/m) C S/E SECCION E LE 200 HE 600 50 \A1;SOLADO NOTA .- LAS CUNETAS SE REVESTIRAN CUANDO EL SUELO SEA DELEZNABLE (LIMO ARCILLOSOS Y ARENO LIMOS0) VER NOTAS GENERALES EN PLANO 000-2-P-001. 2.- 1.- TODAS LAS DIMENSIONES ESTAN EN MILIMETROS (S.I.C.)

Language	N/A
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	artwork, autocad, civil, DETAIL, drainage, drains, DWG, kläranlage, sewers, standard, storm, treatment plant, typical, works