Sewer DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

concrete, Sole, concrete, Sole, Details of sewer recovery, Of the fins, Variable height, concrete, Sole, Concrete cycle, Fc pg., Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, Fy, Floors cement, Walls wings heads, Technical specifications., covering, Detail of typical rectangular sewer of length, Satipo provincial municipality, scale:, date:, drawing:, Prof. responsible, District rio negro province satipo region junin, sheet:, Satipo, draft, flat, Revised approved, September, I.v.p, Ing. Rolly velazques cusi, manager, Construction of sewers in the urban area of ​​cc.pp. Villa virginia district of rio negro province of satipo junin, Joel orihuela m., Ing. Kattya alfaro v., Details of sewer recovery, Of the fins, Variable height, concrete, Sole, Concrete cycle, Fc pg., Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, Fy, Floors cement, Walls wings heads, Technical specifications., covering, Detail of typical rectangular culvert, Satipo provincial municipality, scale:, date:, drawing:, Prof. responsible, District rio negro province satipo region junin, sheet:, Satipo, draft, flat, Revised approved, September, I.v.p, Ing. Rolly velazques cusi, manager, Construction of sewers in the urban area of ​​cc.pp. Villa virginia district of rio negro province of satipo junin, Joel orihuela m., Ing. Kattya alfaro v.

Raw text data extracted from CAD file:

\fVerdana|b0|i0|c0|p34;A \fVerdana|b0|i0|c0|p34;A Ø 3/8″@0.26 m 5 5 5 3/8″@0.26 3/8″@0.26 5 A A 1/2″@0.09 1/2″@0.09 5 \A1;1.30 \A1;0.26 \A1;0.26 \A1;0.09 \A1;0.09 C C 1/2″@0.09 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 Concreto f’c=100 Kg/cm2 3/8″@0.26 5 5 0.900000000000091 5 0.8999999999996362 5 5 1.200000000000728 Solado 5 5 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.15 \A1;1.20 \A1;1.30 \A1;0.15 \A1;0.10 \A1;0.05 \A1;1.35 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.90 \A1;0.20 \A1;0.35 \A1;0.90 \A1;1.04 \A1;0.35 \A1;0.95 \A1;0.30 \A1;0.10 \A1;1.05 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.05 \A1;1.05 \A1;0.30 \A1;0.95 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.10 \A1;1.19 \A1;8.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.10 \A1;1.19 \A1;8.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;90° \A1;6.50 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;90° \A1;6.50 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.15 \A1;1.20 \A1;1.30 \A1;0.15 \A1;0.10 \A1;0.05 1/2″@0.09 1/2″@0.09 1/2″@0.09 1/2″@0.26 3/8″@0.26 Concreto f’c=100 Kg/cm2 1/2″@0.26 5 5 0.900000000000091 5 0.8999999999996362 5 5 1.200000000000728 Solado 5 5 \A1;1.35 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.90 \A1;0.20 \A1;0.35 \A1;0.90 \A1;1.04 \A1;0.35 \A1;0.95 \A1;0.30 \A1;0.10 \A1;1.05 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.05 \A1;1.19 \A1;12.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;1.05 \A1;0.30 \A1;0.95 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.10 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;90° \A1;10.50 DETALLES DE ALCANTARILLA – AVIJAMIENTO 90° \fVerdana|b1|i1|c0|p34;\LCORTE A-A \LESCALA 1:25 \LESCALA 1:50 \LELEVACION 2-2 \LESCALA 1:50 \LELEVACION 1-1 \LESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 \LESTRUCTURA \LESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 \LVISTA D-D’ \LESCALA 1:50 \LCORTE C-C DE LAS ALETAS \LESCALA 1:50 5 5 Altura Variable 5 Concreto f’c=210 Kg/cm2 Concreto f’c=100 Kg/cm2 Solado E = 0.05 Concreto Ciclopeo F’C = 140 KG/m2 + 70 % PG. 5 5 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 5 5 5 5 5 5 5 5 5 5 \LCORTE B-B \LESCALA 1:50 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 5 5 5 5 5 5 5 5 5 5 \LCORTE B-B 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 5 F’y 4200 Kg/cm² PISOS Y CIMENTACION f’c=210 kg/cm2 MUROS CABEZAS Y ALAS f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS. RECUBRIMIENTO 0.05m DETALLE DE ALCANTARILLA TIPICA RECTANGULAR DE LONGITUD = 8 m MUNICIPALIDAD PROVINCIAL DE SATIPO ESCALA: FECHA: DIBUJO: PROF. RESPONSABLES : 1/50 E-01 DISTRITO : RIO NEGRO PROVINCIA : SATIPO REGION : JUNIN LAMINA: SATIPO PROYECTO :\H0.8333x; PLANO :\H0.8333x; REVISADO Y APROBADO : SEPTIEMBRE DEL 2014 I.V.P Ing. Rolly Velazques Cusi GERENTE CONSTRUCCION DE 04 ALCANTARILLAS EN EL AREA URBANA DEL CC.PP. VILLA VIRGINIA DISTRITO DE RIO NEGRO – PROVINCIA DE SATIPO – JUNIN Bach/Ing. Joel Orihuela M. Joel Orihuela M. Ing. Kattya Alfaro V. DETALLES DE ALCANTARILLA – AVIJAMIENTO 90° \fVerdana|b1|i1|c0|p34;\LCORTE A-A \LESCALA 1:25 \LESCALA 1:50 \LELEVACION 2-2 \LESCALA 1:50 \LELEVACION 1-1 \LESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 \LESTRUCTURA \LESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 \LVISTA D-D’ \LESCALA 1:50 \LCORTE C-C DE LAS ALETAS \LESCALA 1:50 5 5 Altura Variable 5 Concreto f’c=210 Kg/cm2 Concreto f’c=100 Kg/cm2 Solado E = 0.05 Concreto Ciclopeo F’C = 140 KG/m2 + 70 % PG. 5 5 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 12.00 5 5 5 5 5 5 5 5 5 \LCORTE B-B 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 10.50 F’y 4200 Kg/cm² PISOS Y CIMENTACION f’c=210 kg/cm2 MUROS CABEZAS Y ALAS f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS. RECUBRIMIENTO 0.05m DETALLE DE ALCANTARILLA TIPICA RECTANGULAR DE LOGITUD = 12 m MUNICIPALIDAD PROVINCIAL DE SATIPO ESCALA: FECHA: DIBUJO: PROF. RESPONSABLES : 1/50 E-02 DISTRITO : RIO NEGRO PROVINCIA : SATIPO REGION : JUNIN LAMINA: SATIPO PROYECTO :\H0.8333x; PLANO :\H0.8333x; REVISADO Y APROBADO : SEPTIEMBRE DEL 2014 I.V.P Ing. Rolly Velazques Cusi GERENTE CONSTRUCCION DE 04 ALCANTARILLAS EN EL AREA URBANA DEL CC.PP. VILLA VIRGINIA DISTRITO DE RIO NEGRO – PROVINCIA DE SATIPO – JUNIN Bach/Ing. Joel Orihuela M. Joel Orihuela M. Ing. Kattya Alfaro V.

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

concrete, Sole, concrete, Sole, Details of sewer recovery, Of the fins, Variable height, concrete, Sole, Concrete cycle, Fc pg., Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, Fy, Floors cement, Walls wings heads, Technical specifications., covering, Detail of typical rectangular sewer of length, Satipo provincial municipality, scale:, date:, drawing:, Prof. responsible, District rio negro province satipo region junin, sheet:, Satipo, draft, flat, Revised approved, September, I.v.p, Ing. Rolly velazques cusi, manager, Construction of sewers in the urban area of ​​cc.pp. Villa virginia district of rio negro province of satipo junin, Joel orihuela m., Ing. Kattya alfaro v., Details of sewer recovery, Of the fins, Variable height, concrete, Sole, Concrete cycle, Fc pg., Pending the, water stream, Pending the, water stream, pending, concrete, concrete, Sardinel, River, concrete, Min., Sole, River, concrete, Min., Sole, concrete, Sole, berm, berm, In sewer plant, Concrete cycle, Fc pg., water course, Concrete cycle, Fc pg., water course, highway, water course, Fy, Floors cement, Walls wings heads, Technical specifications., covering, Detail of typical rectangular culvert, Satipo provincial municipality, scale:, date:, drawing:, Prof. responsible, District rio negro province satipo region junin, sheet:, Satipo, draft, flat, Revised approved, September, I.v.p, Ing. Rolly velazques cusi, manager, Construction of sewers in the urban area of ​​cc.pp. Villa virginia district of rio negro province of satipo junin, Joel orihuela m., Ing. Kattya alfaro v.

Raw text data extracted from CAD file:

\fVerdana|b0|i0|c0|p34;A \fVerdana|b0|i0|c0|p34;A Ø 3/8″@0.26 m 5 5 5 3/8″@0.26 3/8″@0.26 5 A A 1/2″@0.09 1/2″@0.09 5 \A1;1.30 \A1;0.26 \A1;0.26 \A1;0.09 \A1;0.09 C C 1/2″@0.09 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 Concreto f’c=100 Kg/cm2 3/8″@0.26 5 5 0.900000000000091 5 0.8999999999996362 5 5 1.200000000000728 Solado 5 5 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.15 \A1;1.20 \A1;1.30 \A1;0.15 \A1;0.10 \A1;0.05 \A1;1.35 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.90 \A1;0.20 \A1;0.35 \A1;0.90 \A1;1.04 \A1;0.35 \A1;0.95 \A1;0.30 \A1;0.10 \A1;1.05 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.05 \A1;1.05 \A1;0.30 \A1;0.95 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.10 \A1;1.19 \A1;8.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.10 \A1;1.19 \A1;8.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;90° \A1;6.50 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;90° \A1;6.50 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.15 \A1;1.20 \A1;1.30 \A1;0.15 \A1;0.10 \A1;0.05 1/2″@0.09 1/2″@0.09 1/2″@0.09 1/2″@0.26 3/8″@0.26 Concreto f’c=100 Kg/cm2 1/2″@0.26 5 5 0.900000000000091 5 0.8999999999996362 5 5 1.200000000000728 Solado 5 5 \A1;1.35 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.90 \A1;0.20 \A1;0.35 \A1;0.90 \A1;1.04 \A1;0.35 \A1;0.95 \A1;0.30 \A1;0.10 \A1;1.05 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.05 \A1;1.19 \A1;12.00 \A1;1.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.75 \A1;0.75 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;0.20 \A1;0.90 \A1;0.96 \A1;0.20 \A1;0.96 \A1;1.05 \A1;0.30 \A1;0.95 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.10 \A1;1.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;90° \A1;10.50 DETALLES DE ALCANTARILLA – AVIJAMIENTO 90° \fVerdana|b1|i1|c0|p34;\LCORTE A-A \LESCALA 1:25 \LESCALA 1:50 \LELEVACION 2-2 \LESCALA 1:50 \LELEVACION 1-1 \LESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 \LESTRUCTURA \LESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 \LVISTA D-D’ \LESCALA 1:50 \LCORTE C-C DE LAS ALETAS \LESCALA 1:50 5 5 Altura Variable 5 Concreto f’c=210 Kg/cm2 Concreto f’c=100 Kg/cm2 Solado E = 0.05 Concreto Ciclopeo F’C = 140 KG/m2 + 70 % PG. 5 5 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 5 5 5 5 5 5 5 5 5 5 \LCORTE B-B \LESCALA 1:50 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 5 5 5 5 5 5 5 5 5 5 \LCORTE B-B 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 5 F’y 4200 Kg/cm² PISOS Y CIMENTACION f’c=210 kg/cm2 MUROS CABEZAS Y ALAS f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS. RECUBRIMIENTO 0.05m DETALLE DE ALCANTARILLA TIPICA RECTANGULAR DE LONGITUD = 8 m MUNICIPALIDAD PROVINCIAL DE SATIPO ESCALA: FECHA: DIBUJO: PROF. RESPONSABLES : 1/50 E-01 DISTRITO : RIO NEGRO PROVINCIA : SATIPO REGION : JUNIN LAMINA: SATIPO PROYECTO :\H0.8333x; PLANO :\H0.8333x; REVISADO Y APROBADO : SEPTIEMBRE DEL 2014 I.V.P Ing. Rolly Velazques Cusi GERENTE CONSTRUCCION DE 04 ALCANTARILLAS EN EL AREA URBANA DEL CC.PP. VILLA VIRGINIA DISTRITO DE RIO NEGRO – PROVINCIA DE SATIPO – JUNIN Bach/Ing. Joel Orihuela M. Joel Orihuela M. Ing. Kattya Alfaro V. DETALLES DE ALCANTARILLA – AVIJAMIENTO 90° \fVerdana|b1|i1|c0|p34;\LCORTE A-A \LESCALA 1:25 \LESCALA 1:50 \LELEVACION 2-2 \LESCALA 1:50 \LELEVACION 1-1 \LESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 \LESTRUCTURA \LESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 \LVISTA D-D’ \LESCALA 1:50 \LCORTE C-C DE LAS ALETAS \LESCALA 1:50 5 5 Altura Variable 5 Concreto f’c=210 Kg/cm2 Concreto f’c=100 Kg/cm2 Solado E = 0.05 Concreto Ciclopeo F’C = 140 KG/m2 + 70 % PG. 5 5 5 PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE DE LA CORRIENTE DE AGUA PENDIENTE S=1.5 % Concreto f’c=210 Kg/cm2 Concreto f’c=210 Kg/cm2 1/2″@0.09 1/2″@0.09 3/8″@0.26 3/8″@0.26 5 12.00 5 5 5 5 5 5 5 5 5 \LCORTE B-B 5 Concreto f’c=175 Kg/cm2 Sardinel RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 RIO D=6″ Concreto f’c=100 Kg/cm2 MIN. Solado E = 0.05 5 5 Concreto f’c=100 Kg/cm2 Solado E = 0.05 5 5 5 BERMA 5 BERMA \LVISTA EN PLANTA DE LA ALCANTARILLA CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 5 5 5 5 B 5 5 5 5 CONCRETO CICLOPEO F’C = 140 KG/m2 + 70 % PG. CURSO DE AGUA 5 5 5 5 5 B D D 2 2 1 1 2 2 1 1 \fVerdana|b1|i1|c0|p34;\LESCALA 1:50 CARRETERA CARRETERA CURSO DE AGUA CURSO DE AGUA 5 10.50 F’y 4200 Kg/cm² PISOS Y CIMENTACION f’c=210 kg/cm2 MUROS CABEZAS Y ALAS f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS. RECUBRIMIENTO 0.05m DETALLE DE ALCANTARILLA TIPICA RECTANGULAR DE LOGITUD = 12 m MUNICIPALIDAD PROVINCIAL DE SATIPO ESCALA: FECHA: DIBUJO: PROF. RESPONSABLES : 1/50 E-02 DISTRITO : RIO NEGRO PROVINCIA : SATIPO REGION : JUNIN LAMINA: SATIPO PROYECTO :\H0.8333x; PLANO :\H0.8333x; REVISADO Y APROBADO : SEPTIEMBRE DEL 2014 I.V.P Ing. Rolly Velazques Cusi GERENTE CONSTRUCCION DE 04 ALCANTARILLAS EN EL AREA URBANA DEL CC.PP. VILLA VIRGINIA DISTRITO DE RIO NEGRO – PROVINCIA DE SATIPO – JUNIN Bach/Ing. Joel Orihuela M. Joel Orihuela M. Ing. Kattya Alfaro V.