72 Raceway DWG Detail for AutoCAD

72 Raceway DWG Detail for AutoCAD

DETAILS OF RACEWAY 72

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

Engineers, Iso iso ohsas certificate, note, In case of deep excavations of large in not good soils the supervisor will order the excavation with slopes concordant with the angle of rest of the material to avoid landslides, Annotations, C., Level of slope, C.t., Terrain quota, EC., Entrance fee, C.f.e., Excavation fund quota, pending, Cs.s., Subgrade, C.s., Exit quota, Sole, axis, Concrete outlet head, Concrete pickup box, Spillway, to, head, elevation, Esc., plant, section, section, Sticking stone cover, Tooth protection, Compacted ground, Aashto type max compacted at p.m. In layers with vibrating plate max. Kg., Preformed filling aashto type tam. Max packed at p.m. With unrestricted machining equipment, Esc., Cut excavation detail, variable, Stable given ground, axis, Concrete outlet head, Concrete pickup box, Spillway, to, head, elevation, Esc., plant, section, section, Sticking stone cover, Tooth protection, Compacted ground, Aashto type max compacted at p.m. In layers with vibrating plate max. Kg., Preformed filling aashto type tam. Max packed at p.m. With unrestricted machining equipment, Esc., Cut excavation detail, variable, Stable given ground, axis, Concrete outlet head, Concrete pickup box, Spillway, plant, Provincial municipality, orientation:, north, location:, Name of the map:, key:, do not. Of plan:, produced by:, draft, may, date:, Mts., Dimension:, scale:, Ing. Ruth milly ramirez esteban, Is located in the city, Unit of operations, area:, Formulation unit, Tmc sewer plan, Indicated, Pa tmc, Improvement of the neighborhood road section of districts of huayucachi province of, you., From huancayo, Roadway institute of the municipality, From huancayo, Of huancayo of the districts of huancan, Huayucahi of the Incas road the Incas, C.p.c. Maria luisa soto quispe, General Manager:, Econ. Nelly bonifacio dionisio, Huancayo, Ivp, Head of operations unit:, Ing. Gina britt garay paucar, Provincial municipality, north, location:, Name of the map:, key:, do not. Of plan:, produced by:, may, date:, Mts., Dimension:, scale:, Ing. Ruth milly ramirez esteban, Is located in the city, Unit of operations, area:, Formulation unit, Tmc sewer plan, Indicated, Pa tmc, Improvement of the neighborhood road with code the Incas of the districts of huayucachi huancan of the province of huancayo of the department of junin, From huancayo, Roadway institute of the municipality, From huancayo, Of huancayo of the districts of huancan, Huayucahi of the Incas road the Incas, C.p.c. Maria luisa soto quispe, General Manager:, Econ. Nelly bonifacio dionisio, Huancayo, Ivp, Head of operations unit:, Ing. Gina britt garay paucar

Raw text data extracted from CAD file:

INGENIEROS Certificado ISO 9001:2000 ISO 14001:2004 OHSAS 18001:2007 NOTA 1: En caso de excavaciones profundas o de gran altura, en suelos de no buena estabilidad, el Supervisor ordenara la excavación con taludes concordantes con el angulo de reposo del material para evitar derrumbes ANOTACIONES C.R. COTA DE RASANTE C.T. COTA DE TERRENO C.E. COTA DE ENTRADA C.F.E. COTA FONDO DE EXCAVACION S PENDIENTE C.S.R. COTA DE SUBRASANTE C.S. COTA DE SALIDA N Solado e=0.15m A A \A1;6.76 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.22 \A1;1.83 \A1;0.40 \A1;0.60 \A1;0.40 \A1;1.46 \A1;6.92 \A1;45° \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.83 \A1;4.48 \A1;3.50 \A1;2.80 \A1;0.40 \A1;0.60 \A1;4.03 \A1;5.03 \A1;1.10 \A1;0.52 \A1;0.79 \A1;0.52 \A1;0.10 \A1;0.20 \A1;1.00 \A1;0.60 \A1;4.43 \A1;3.43 \A1;1.00 \A1;0.60 \A1;3.43 \A1;0.50 \A1;0.50 \A1;0.79 \A1;0.52 \A1;0.52 \A1;0.50 \A1;0.50 \A1;2.57 \A1;0.30 \A1;0.30 \A1;0.80 \A1;3.77 \A1;3.43 \A1;0.60 \A1;1.00 \A1;0.60 \A1;0.20 \A1;1.83 \A1;0.60 \A1;2.08 \A1;2.57 \A1;2.57 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.30 \A1;3.77 \A1;1.30 \A1;0.60 \A1;3.43 \A1;0.80 \A1;1.20 \A1;0.30 \A1;6.92 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.40 \A1;1.36 \A1;2.80 \A1;0.30 \A1;0.30 \A1;1.83 \A1;VARIABLE 1m \A1;6.50 \A1;8.00 \A1;0.75 \A1;0.75 \A1;0.55 \A1;0.45 \A1;5.50 \A1;0.20 \A1;7.00 \A1;0.40 \A1;0.60 \A1;1.80 \A1;1.20 \A1;0.60 \A1;0.80 \A1;1.46 \A1;0.60 \A1;0.40 \A1;2.46 \A1;1.20 \A1;1.80 \A1;0.40 \A1;0.50 \A1;0.30 \A1;1.83 \A1;0.60 \A1;45° \A1;6.92 \A1;0.30 \A1;0.30 \A1;7.00 \A1;8.00 \A1;9.40 \A1;5.00 \A1;6.92 \A1;0.30 \A1;0.30 \A1;7.00 \A1;8.00 \A1;9.40 \A1;5.00 \A1;45° 5 6.9239999987185 0.3000000007450581 0.3000000007450581 7.000000000494765 8.0 9.403062765137292 5.0 EJE CABEZAL DE SALIDA CONCRETO F'C= 175 KG/CM2 CAJA DE CAPTACION CONCRETO F'C= 175 KG/CM2 ALIVIADERO DE DESCARGA \A1;1.46 \A1;6.92 \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.00 \A1;0.60 \A1;0.60 \A1;3.43 \A1;0.60 \A1;2.08 \A1;3.43 \A1;0.80 \A1;1.20 \A1;6.92 \A1;0.40 \A1;1.83 \A1;5.50 \A1;0.20 \A1;0.40 \A1;0.60 \A1;6.76 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.22 \A1;1.83 \A1;0.40 \A1;0.60 \A1;0.40 \A1;45° \A1;1.83 \A1;4.48 \A1;3.50 \A1;2.80 \A1;0.40 \A1;0.60 \A1;4.03 \A1;5.03 \A1;1.10 \A1;0.52 \A1;0.79 \A1;0.52 \A1;1.10 \A1;0.10 \A1;0.20 \A1;4.43 \A1;3.43 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.79 \A1;0.52 \A1;0.52 \A1;0.50 \A1;0.50 \A1;2.57 \A1;0.30 \A1;0.30 \A1;0.80 \A1;3.77 \A1;3.43 \A1;1.00 \A1;0.60 \A1;0.20 \A1;1.83 \A1;0.60 \A1;0.40 \A1;0.60 \A1;2.57 \A1;2.57 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.30 \A1;3.77 \A1;1.30 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.40 \A1;1.36 \A1;2.80 \A1;0.30 \A1;0.30 \A1;VARIABLE \A1;6.50 \A1;8.00 \A1;0.75 \A1;0.75 \A1;0.55 \A1;0.45 \A1;7.00 \A1;1.80 \A1;1.20 \A1;0.60 \A1;0.80 \A1;1.46 \A1;0.60 \A1;0.40 \A1;2.46 \A1;1.20 \A1;1.80 \A1;0.40 \A1;0.50 \A1;0.30 \A1;1.83 \A1;0.60 \A1;45° \A1;6.92 \A1;0.30 \A1;0.30 \A1;7.00 \A1;8.00 \A1;9.40 \A1;5.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;3.43 \A1;0.40 \A1;0.60 \A1;4.03 \A1;5.03 \A1;1.10 \A1;0.52 \A1;0.79 \A1;0.52 \A1;1.10 \A1;0.10 \A1;0.20 \A1;4.43 \A1;3.43 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.60 \A1;0.18 \A1;4.43 \A1;3.69 \A1;3.69 \A1;2.23 \A1;2.23 \A1;4.57 \A1;1.30 \A1;1.30 \A1;2.46 \A1;0.32 \A1;0.32 ALA CABEZAL 5 5 5 5 5 ELEVACION Esc. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d72" PLANTA 1:40 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION 1-1 1:40 SECCION 2-2 1:40 5 5 Revestimiento de piedra emboquillada Protección de diente Terreno Compactado 5 5 5 5 5 5 5 5 5 5 5 \W0.9;RELLENO AASHTO M145 TIPO A1 O A3, TAM, MAX 2" COMPACTADO AL 90% P.M. EN CAPAS DE 20CM CON PLACA VIBRATORIA MAX. 200 KG. \W0.9;BASE PREFORMADA RELLENO AASHTO M145 TIPO A1 O A3 TAM. MAX 1" COMPACTADO AL 95 % P.M. CON EQUIPO MECANIZADO SIN RESTRICCION Esc. 1/50 \W5.80799; CORTE A - A DETALLE DE EXCAVACION 5 VARIABLE 1m \W0.90000x;TALUD ESTABLE DADO \W0.90000x;POR TERRENO C.T.=3197.00 S=0.01 CT=3197.00 CS=3193.89 5 5 5 5 5 5 5 C.F.=3193.24 B=3193.97 C=3193.89 5 E=3195.8 D=3192.918 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d72" 5 5 5 5 5 5 5 5 5 5 EJE CABEZAL DE SALIDA CONCRETO F'C= 175 KG/CM2 CAJA DE CAPTACION CONCRETO F'C= 175 KG/CM2 ALIVIADERO DE DESCARGA ALA CABEZAL 5 5 5 5 5 ELEVACION Esc. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d72" PLANTA 1:40 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION 1-1 1:40 SECCION 2-2 1:40 5 5 Revestimiento de piedra emboquillada Protección de diente Terreno Compactado 5 5 5 5 5 5 5 5 5 5 5 \W0.9;RELLENO AASHTO M145 TIPO A1 O A3, TAM, MAX 2" COMPACTADO AL 90% P.M. EN CAPAS DE 20CM CON PLACA VIBRATORIA MAX. 200 KG. \W0.9;BASE PREFORMADA RELLENO AASHTO M145 TIPO A1 O A3 TAM. MAX 1" COMPACTADO AL 95 % P.M. CON EQUIPO MECANIZADO SIN RESTRICCION Esc. 1/50 \W5.80799; CORTE A - A DETALLE DE EXCAVACION 5 VARIABLE \W0.90000x;TALUD ESTABLE DADO \W0.90000x;POR TERRENO C.T.=3197.00 S=0.01 CT=3197.00 CS=3193.89 5 5 5 5 5 5 5 C.F.=3193.24 B=3193.97 C=3193.89 5 E=3195.8 D=3192.918 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d72" 5 5 5 5 5 5 5 5 5 5 EJE CABEZAL DE SALIDA CONCRETO F'C= 175 KG/CM2 CAJA DE CAPTACION CONCRETO F'C= 175 KG/CM2 ALIVIADERO DE DESCARGA \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 Ø 1/2" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 Ø 1/2" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 d72" PLANTA 1:40 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 5 5 5 5 5 5 5 5 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 Ø 1/2" a 0.15 Ø 1/2" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 Ø 1/2" a 0.15 Ø 1/2" a 0.15 \fArial|b0|i0|c00|p39;Ø 3/8" a 0.15 Ø 1/2" a 0.15 5 5 5 5 5 5 5 5 5 5 5 5 MUNICIPALIDAD PROVINCIAL ORIENTACION: NORTE LOCALIZACION: NOMBRE DEL PLANO: CLAVE: No. DE PLANO: ELABORADO POR: PROYECTO MAYO - 2016 FECHA: MTS. ACOTACION: ESCALA: ING. RUTH MILLY RAMIREZ ESTEBAN SE ENCUENTRA LOCALIZADO EN LA CIUDAD UNIDAD DE OPERACIONES AREA: UNIDAD FORMULADORA PLANO DE ALCANTARILLA TMC 72" INDICADA PA TMC 72"-01 02 \W2.67994; MEJORAMIENTO DEL CAMINO VECINAL \W2.67994; R55 (LOS INCAS), TRAMO BOLIVAR-12 DE \W2.67994; SETIEMBRE, DISTRITOS DE HUAYUCACHI \W2.67994; Y HUANCÁN, PROVINCIA DE \W2.67994; HUANCAYO-JUNÍN V.D. DE HUANCAYO INSTITUTO DE VIALIDAD DE LA MUNICIPALIDAD DE HUANCAYO DE HUANCAYO DE LOS DISTRITOS DE HUANCAN Y HUAYUCAHI DEL CAMINO VECINAL LOS INCAS C.P.C. MARIA LUISA SOTO QUISPE GERENTE GENERAL: ECON. NELLY BONIFACIO DIONISIO HUANCAYO IVP JEFE DE UNIDAD DE OPERACIONES: ING. GINA BRITT GARAY PAUCAR MUNICIPALIDAD PROVINCIAL NORTE LOCALIZACION: NOMBRE DEL PLANO: CLAVE: No. DE PLANO: ELABORADO POR: MAYO - 2016 FECHA: MTS. ACOTACION: ESCALA: ING. RUTH MILLY RAMIREZ ESTEBAN SE ENCUENTRA LOCALIZADO EN LA CIUDAD UNIDAD DE OPERACIONES AREA: UNIDAD FORMULADORA PLANO DE ALCANTARILLA TMC 72" INDICADA PA TMC 24"-01 01 \W2.67994; MEJORAMIENTO DEL CAMINO VECINAL \W2.67994; CON CODIGO (R-55) LOS INCAS DE LO \W2.67994; DISTRITOS DE HUAYUCACHI - HUANCAN \W2.67994; DE LA PROVINCIA DE HUANCAYO DEL \W2.67994; DEPARTAMENTO DE JUNIN DE HUANCAYO INSTITUTO DE VIALIDAD DE LA MUNICIPALIDAD DE HUANCAYO DE HUANCAYO DE LOS DISTRITOS DE HUANCAN Y HUAYUCAHI DEL CAMINO VECINAL LOS INCAS C.P.C. MARIA LUISA SOTO QUISPE GERENTE GENERAL: ECON. NELLY BONIFACIO DIONISIO HUANCAYO IVP JEFE DE UNIDAD DE OPERACIONES: ING. GINA BRITT GARAY PAUCAR

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, kläranlage, treatment plant