Prop Road Design – Oval Stephen Pabletich DWG Block for AutoCAD

Prop Road Design – Oval Stephen Pabletich DWG Block for AutoCAD

Proposal road design (roundabout) for heavy vehicles to pass

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

traffic light, whereabouts, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, ., p.p., section bump, huanuco, tingo maria, of pasco, tingo maria, huanuco, of pasco, whereabouts, pedestrians, crossing of, whereabouts, technical data of location of, on existing light pole, Location, on concrete landmark built on wall, on the corner of the anchor block left side downstream, on anchor block corner right side downstream, legend, light posts, yield, maximum speed, in the way, pedestrians, high back, lime, high back, huanuco, stop, whereabouts, destination signal, destination signal, high, road axis, central, collector, central, pavletich, deceleration, pedestrians, crossing of, pedestrians, crossing of, pedestrians, crossing of, road axis, track shaft, pavement, run, pavement, run, asphalt, run, sidewalk, run, sidewalk, projected, sidewalk, projected, sidewalk, run, sidewalk, run, sidewalk, run, affirmed base compacted degree of compaction, typical section of, concrete paths, affirmed granular base compacted degree of compaction, finished with polished rubbed cement, concrete ditches, flexible asphalt pavement, meeting, scale, granular subbase, asphalt, run, asphalt, run, storm drain, circular, section bump, circular, metal railing, metal railing, metal railing, metal railing, post, post transfer, sardinel, sardinel, sardinel, sardinel, sardinel, sardinel, sardinel, detail sardinel on planters, scale, cation of, simple concrete, garden, inside, agricultural land, tarredado waterproofing, base, school zone, school zone, gutter with metal grid, road design proposal, general signage, satellite view ovalo esteban pavletich, view of the connection of the Esteban bridge with regional route via collector., general signage in the oval esteban pavletich, specialty:, flat:, scale:, modifications:, town planning, description, progressive, legend, oval esteban pavletich, progressive, according to project, according to mtc, pedestrian whereabouts

Raw text data extracted from CAD file:

1.45 2.00 1.30 1.70 6.95 .50 1.70 .50 SEMÁFORO PARADERO P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;8.00 \A1;R9.00 \A1;R9.00 \A1;R21.55 \A1;R21.65 \A1;8.57 \A1;8.00 \A1;1.80 \A1;11.60 \A1;1.20 \A1;2.30 \A1;3.30 \A1;6.80 \A1;1.70 \A1;6.80 \A1;2.10 \A1;1.20 \A1;5.25 \A1;1.45 \A1;19.85 \A1;1.75 \A1;7.20 \A1;1.75 \A1;40.00 \A1;3.00 \A1;1.05 \A1;17.08 \A1;44.00 \A1;3.00 \A1;1.05 \A1;.15 \A1;9.09 \A1;.15 \A1;2.35 \A1;.15 \A1;4.95 \A1;.15 \A1;.15 \A1;7.74 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;7.74 \A1;.15 \A1;13.70 \A1;11.60 \A1;13.70 \A1;8.00 .10 0.60 .10 .10 .30 .10 .30 .20 .10 .20 .10 .10 .20 \A1;11.50 \A1;18.50 \A1;18.50 \A1;12.50 \A1;R.85 \A1;R.85 \A1;R.85 \A1;R.85 \A1;R1.35 \A1;R1.35 \A1;R3.57 \A1;R1.15 \A1;R.85 \A1;4.73 \A1;4.19 \A1;R14.33 \A1;7.53 \A1;9.44 \A1;9.44 \A1;9.44 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;9.44 \A1;.15 \A1;.15 \A1;9.44 \A1;9.44 \A1;7.53 \A1;3.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.20 \A1;2.70 \A1;3.60 \A1;1.20 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.50 \A1;.15 \A1;1.80 .20 .25 .30 5 5 P.S. E V V P.P. 5 5 5 5 5 5 c j RESALTO DE SECCIÓN HUANUCO TINGO MARIA C° DE PASCO TINGO MARIA HUANUCO C° DE PASCO PARADERO 1 PARADERO 2 P-48 PEATONES CRUCE DE PARADERO 3 1951.5373 8896400.5730 BM-01 COTA(Z) NORTE(Y) DATOS TECNICOS DE UBICACION DE BM`S 363528.0290 ESTE(X) SOBRE POSTE DE LUZ EXISTENTE UBICACION 1951.7373 8896390.5640 BM-02 363520.4950 SOBRE HITO DE CONCRETO CONSTRUIDO SOBRE MURO 1947.6133 8896391.4300 BM-03 363525.2380 SOBRE ESQUINA DEL BLOQUE DE ANCLAJE LADO IZQUIERDO AGUAS ABAJO 1944.7023 8896366.7730 BM-04 363571.8920 SOBRE ESQUINA DE BLOQUE DE ANCLAJE LADO DERECHO AGUAS ABAJO BM LEYENDA POSTES DE LUZ R-2 CEDA EL PASO R-30 VELOCIDAD MAXIMA P-32 EN LA VIA PEATONES R-1 COLPA ALTA LIMA COLPA ALTA HUANUCO PARE I - 20 PARADERO PARADERO I- 5 SEÑAL DE DESTINO I- 5 SEÑAL DE DESTINO \T1.1;COLPA ALTA \T1.1;PUENTE EJE CARRETERA \W1.3;\T2.6;CARRETERA CENTRAL \W1.3;\T2.6;VIA COLECTORA \W1.3;\T2.6;VIA COLECTORA \W1.3;\T2.6;CARRETERA CENTRAL \W1.3;\T2.6;CARRETERA CENTRAL \W5.25707; \W1.30000x;\T1.50000;PUENTE \W0.87461; \W1.30000x;\T1.50000;ESTEBAN PAVLETICH \W1.3;\T2.6;VIA DE DESACELERACIÓN \W1.3;\T2.6;VÍA DE DESACELERACIÓN P-48 PEATONES CRUCE DE P-48 PEATONES CRUCE DE P-48 PEATONES CRUCE DE EJE CARRETERA EJE CARRETERA EJE CARRETERA EJE CARRETERA EJE DE VIA EJE DE VIA EJE DE VIA PAVIMENTO A EJECUTAR L = 62m PAVIMENTO A EJECUTAR L = 62m ASFALTO A EJECUTAR L = 56.00m VEREDA A EJECUTAR VEREDA PROYECTADA VEREDA PROYECTADA 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 .15 5 .15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VEREDA A EJECUTAR VEREDA A EJECUTAR VEREDA A EJECUTAR 5 5 5 .10 BASE AFIRMADA Y COMPACTADA GRADO DE COMPACTACIÓN 95 - 100 % S = -1.00 % 0.60 .10 .10 SECCIÓN TÍPICA DE VEREDA-CUNETA VEREDAS CONCRETO f'c=175 kg/cm2 BASE GRANULAR AFIRMADA Y COMPACTADA GRADO DE COMPACTACIÓN 98 - 100% .30 .10 \A1;BRUÑA 0.01 x 0.01 .30 .20 .10 ACABADO CON CEMENTO FROTACHADO Y BRUÑADO @ 1.00 m CUNETAS CONCRETO f'c=210 kg/cm2 (pulido) S = 2.00 % PAVIMENTO ASFÁLTICO FLEXIBLE .20 JUNTA e=1/2" Escala 1:12.5 .10 .10 .20 SUBBASE GRANULAR ASFALTO A EJECUTAR L = 25.00m ASFALTO A EJECUTAR L = 25.00m S = -1.00 % Drenaje Pluvial CIRCULAR RESALTO DE SECCIÓN CIRCULAR 5 5 5 5 BARANDA METÁLICA h=1.20m BARANDA METÁLICA h=1.20m BARANDA METÁLICA h=1.20m BARANDA METÁLICA h=1.20m POSTE POSTE POSTE POSTE POSTE POSTE POSTE POSTE POSTE POSTE TRASLADO DE POSTE A 4.50m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 .15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sardinel h=0.30m Sardinel h=0.30m Sardinel h=0.30m Sardinel h=0.30m Sardinel h=0.30m Sardinel h=0.30m Sardinel h=0.30m 5 DETALLE SARDINEL EN JARDINERAS ESCALA 1:12.5 .20 .25 \W8.72803; CIMIENTO CORRIDO \W8.77378; DE 0.25 x 0.20 Concreto Simple F'c=140Kg/cm2 .30 JARDÍN interior TIERRA AGRÍCOLA \W9.44197; TARRAJEADO E \W9.49351; IMPERMEABILIZADO (CON SIKA) BASE SUB-BASE P-49 ZONA ESCOLAR P-49 ZONA ESCOLAR CUNETA CON REJILLA METÁLICA CUNETA CON REJILLA METÁLICA CUNETA CON REJILLA METÁLICA PROPUESTA DE DISEÑO VIAL SEÑALIZACIÓN GENERAL Y VISTA SATELITAL - OVALO ESTEBAN PAVLETICH VISTA DE LA CONEXIÓN DEL PUENTE ESTEBAN PAVLETICH, CON VÍA REGIONAL Y VÍA COLECTORA. SEÑALIZACIÓN GENERAL EN EL OVALO ESTEBAN PAVLETICH \A1;ESC: 1/ 125 ESPECIALIDAD: PLANO: ESCALA: MODIFICACIONES: URBANISMO 985804121 1/25 DESCRIPCIÓN PROGRESIVA LEYENDA ÓVALO ESTEBAN PAVLETICH KM 3+600 PROGRESIVA KM 4+120 SEGÚN PROYECTO SEGÚN MTC PARADERO PEATONAL 01 PARADERO PEATONAL 02 PARADERO PEATONAL 03 KM 3+553 KM 3+647 KM 3+647 KM 4+073 KM 4+167 KM 4+167

Language	Spanish
Drawing Type	Block
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, beabsicht, block, borough level, Design, DWG, heavy, oval, pass, political map, politische landkarte, proposal, proposed urban, Road, road design, roundabout, stadtplanung, straßenplanung, urban design, urban plan, Vehicles, zoning