Road Improvemnt DWG Detail for AutoCAD

Road Improvemnt DWG Detail for AutoCAD

Views – Details – Signal in pavement

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

variable, m.p.t., engineering and works management, div. of studies, pedro, san, roica, legend, lighting poles, high tention posts, telephone poles, mailbox drain, section dd, n.jardin, prefabricated element, on the edge of the path, washed stone cladding, technical specifications, width of lane: variable, washed stone, polished cement., sidewalk detail, parallel bruña, expansion joint, details – type section, maldonado, engineering management of works – division of studies, provincial municipality of tacna, arq. shock mochica, ing. boris alfaro moran, dives, design:, review :, approved :, project :, execution :, and works, management :, engineering, division of studies, engineering management, scale :, digitalization :, date :, work :, plane :, indicated, road signs, sheet :, supervision :, revised :, approved :, designer :, location :, gustavo, avda., observations :, pinto, improvement, av. gustavo pinto, arrows on pavement, cross section, wear layer, runway level, sign on pavement, street san camilo, august b. leguia, plaza, jardinera, calle olga grohomann, av. pinto, street arequipa, high street of the alliance, amazon street, modest street molina, c.e.i., parking, street titicaca, street progress, park, entrance door, av. industrial, plant, telef., av. leguia, av. bolognesi, passage rosebushes, bridge, traffic light, post, street vigil, tarapaca street, mendoza street, high street lima, tree removal, relocation, light pole, typical section, variable, kiosk removal, coordinate with, coactive office

Raw text data extracted from CAD file:

0 00 \A1;0.30 \A1;0.40 \A1;0.15 \A1;0.60 18.8 4.85 8.25 R5.82 3.4 1.9 8.95 27.3 10.35 24.90 R3 R3 1.50 1.2 1.2 1.7 10.75 R3 9 R3 7.75 0.15 3 2.1 12.80 10.30 10.80 R2 R2 1.85 R1 R1 10.70 9.30 7.40 1.6 0.15 3.30 5.65 R5.47 1.75 3.20 2.25 2.70 1.6 R5.35 0.72 1.50 1.10 2.30 4.60 0.6 2.05 1.85 4.20 7 4.75 3.10 0.95 R5.36 R5.3 4.05 2.35 3.00 7.35 1.2 1.15 2.50 1.85 R3.60 R5.70 R6.00 1.05 1.90 3.00 1.3 1.7 0.60 0.90 7 1.15 2.05 3.55 4.15 1.65 R5.10 2 6.30 R6.50 6.30 2 R5.50 17.7 3.55 2.00 0.65 0.75 2.80 R7.45 3.05 4.95 2.75 R6.70 R1.75 16.7 28.80 2.85 2.95 0.75 27.5 R3.80 1.40 3.6 2.1 1.95 R4.85 1.95 4.65 R5.30 11.46 7.2 1.2 1.30 1.90 R1 R2.7 0.55 1.15 1.35 R2 R1 0.50 8.7 2.7 2.3 1.10 2.25 R7.75 R5.0 R4.41 R6.35 1.50 1.70 6.8 1.00 Variable (1.20 m.) 1" 1,00 1,00 1,00 .10 1,00 1" 2.00 - 4.50 15.00 0.50 0.50 0.50 2.00 - 4.50 0.50 1.00 3.00 - 8.00 0.50 0.50 0.50 0.50 0.50 4.50 0.70 2.70 2.70 2.00 0.40 0.20 0.20 0.40 0.40 0.15 0.60 1.80 R0.44 R0.30 1,5 0.85 0.44 1.22 0.40 1.00 1.50 0.47 0.60 0.20 0.15 1,5 1.21 1.00 1.80 0.85 0.09 VARIABLE ,12 ,01 ,04 ,08 .20 .10 ,15 ,05 ,05 0.60 0.33 0.80 2.77 R0,23 0.60 0.80 0.80 2.50 R0,35 0.12 0.36 0.90 0.40 0.50 0.12 0.15 0.15 0.10 0.12 0.60 R0,23 0.40 0.44 0.12 0.34 0.50 0.73 0.35 0.68 0.35 0.50 0.15 0.19 0.40 0.50 0.20 21,80m R1 R1 R1 R1 8.75 1.2 1.4 4.90 10.65 R1 R1 R1 R1 1.2 1.2 10.2 R1 R1 R1 R1 1.5 1.5 R1 R1 R1 R1 3 2.00 2 M.P.T. GERENCIA DE INGENIERIA Y OBRAS DIV. DE ESTUDIOS LA C TA DE PEDRO DE NA SAN ROICA CI H E U D A LEYENDA POSTES ALUMBRADO POSTES DE ALTA TENCION POSTES DE TELEFONO BUZON DESAGUE 5 5 ESCALA 1/25 SECCION D-D N.jardin Ø1/4" @ 0.30 Ø3/8" @ 0.20 5 5 Elemento Prefabricado 5 5 5 5 5 5 5 DETALLE "V1" DETALLE "V2" DETALLE "V4" 5 5 24.90 5 5 1.50 5 5 5 10.75 5 5 5 7.75 5 ESC : 1 / 250 ESC : 1 / 250 DETALLE "V5" ESC : 1 / 250 5 5 14.8 DETALLE "V6" ESC : 1 / 250 12.80 10.30 10.80 <> 5 1.85 5 5 10.70 9.30 7.40 5 5 DETALLE "V7" ESC : 1 / 250 DETALLE "V8" ESC : 1 / 250 DETALLE "V9" ESC : 1 / 250 3.30 5.65 5 1.75 DETALLE "V12" ESC : 1 / 250 DETALLE "V11" ESC : 1 / 250 3.20 2.25 2.70 5 R5.35 5 1.50 1.10 2.30 4.60 5 2.05 1.85 4.20 5 4.75 3.10 0.95 5 5 4.05 2.35 3.00 5 DETALLE "V13" ESC : 1 / 250 DETALLE "V14" ESC : 1 / 250 5 5 2.50 1.85 R3.60 R5.70 R6.00 5 1.90 3.00 5 5 0.60 0.90 5 5 2.05 3.55 4.15 1.65 R5.10 DETALLE "V15" ESC : 1 / 250 5 6.30 R6.50 6.30 5 R5.50 5 DETALLE "V16" ESC : 1 / 250 3.55 2.00 0.65 0.75 2.80 R7.45 5 4.95 5 R6.70 R1.75 5 DETALLE "V17" ESC : 1 / 250 28.80 2.85 2.95 5 5 R3.80 1.40 5 5 5 R4.85 5 4.65 R5.30 5 5 5 DETALLE "V18" ESC : 1 / 250 1.30 1.90 5 5 0.55 1.15 1.35 5 5 0.50 5 DETALLE "V19" ESC : 1 / 250 5 5 1.10 2.25 R7.75 R5.0 5 R6.35 1.50 1.70 5 DETALLE "V10" ESC : 1 / 250 al borde de la vereda Rampa bruñada c/ 0.10m. 1.00 de 1.00 x 1.00 m. al borde de la vereda DE 1/4" mm.- 3/8" max. REVESTIMIENTO CON PIEDRA LAVADA C/4m. PEND.TRANSV. 2 a 4% JUNTAS 1" RELLENAS CON ASFALTO-ARENA 2° CAPA CONFITILLO CEMENTO e=1 cm. 1° CAPA CONCRETO - f'c = 140 Kg/cm2 e=9 cm. RASANTE DE VEREDA : ESPESOR = 0.10 m. BRUÑAS C/1m. ESPECIFICACIONES TECNICAS ANCHO DE VEREDA : VARIABLE Piedra Lavada Cemento pulido. Variable (1.20 m.) (ver planta general) DETALLE DE VEREDA ESC. 1/25 Bruña paralelo 1" 5 Bruña paralelo ESC. 1/25 5 5 DETALLE DE VEREDA .10 Junta de dilatación cada 4.00m. e= 1" Mezcla : Asfalto/Arena. 5 al borde de la vereda Bruña paralelo 1" DETALLES - SECCION TIPO MALDONADO GERENCIA DE INGENIERIA DE OBRAS - DIVISION DE ESTUDIOS MUNICIPALIDAD PROVINCIAL DE TACNA ARQ. CHOQUE MOCHICA Ing. BORIS ALFARO MORAN DIVES DISEÑO: REVISO: APROBO: PROYECTO: EJECUCION: Y OBRAS GERENCIA: INGENIERIA DIVISION DE ESTUDIOS GERENCIA DE INGENIERIA ESCALA: DIGITALIZACION: FECHA: OBRA: PLANO: DIC 2003 Indicada SEÑALIZACION VIAL LAMINA: P-03 SUPERVISION: REVISADO: APROBADO: PROYECTISTA: UBICACION: GUSTAVO Avda. OBSERVACIONES: PINTO MEJORAMIENTO AV. GUSTAVO PINTO (I ETAPA) 2.00 - 4.50 15.00 5 5 5 2.00 - 4.50 5 5 3.00 - 8.00 5 5 5 5 5 FLECHAS EN PAVIMENTO 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 0.09 VARIABLE 5 SECCION TRANSVERSAL ESC. 1/10 5 Capa de desgaste 5 5 .20 .10 NIVEL DE PISTA 5 5 5 esc : 1 / 50 FLECHAS EN PAVIMENTO esc : 1 / 50 5 5 0.80 5 5 SEÑAL EN PAVIMENTO 0.60 0.80 5 5 R0,35 5 5 0.90 0.40 5 0.12 5 5 0.10 5 5 5 0.40 0.44 5 5 5 5 5 5 5 5 5 5 5 5 0.20 CALLE SAN CAMILO AUGUSTO B. LEGUIA PLAZA 0 560 JARDINERA CALLE OLGA GROHOMANN JARDINERA AV. PINTO 0 420 CALLE AREQUIPA PASAJE 1 DE MAYO AV. PINTO 0 400 0 380 CALLE ALTO DE LA ALIANZA 0 340 0 360 0 320 CALLE AMAZONAS 0 280 0 300 AV. PINTO 0 260 CALLE MODESTO MOLINA 0 440 0 480 C.E.I. CALLE 1 DE MAYO AV. PINTO ESTACIONAMIENTO ESTACIONAMIENTO CALLE TITICACA CALLE TITICACA CALLE PROGRESO PARQUE 0 240 0 200 0 220 CALLE PROGRESO 0 180 0 160 AV. PINTO PUERTA DE INGRESO C.E.I. 0 040 0 060 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO CALLE 2 DE DICIEMBRE 0 120 0 140 0 100 ESTACIONAMIENTO 0 080 AV. INDUSTRIAL 0 020 0 000 ESC 1 : 500 PLANTA SECCION 35 AV. PINTO 0 780 0 800 0 938.61 TELEF. 0 920 0 840 0 860 0 820 AV. PINTO 0 880 0 900 AV. LEGUIA AV. LEGUIA 0 309.63 AV. GUSTAVO PINTO 0 300 0 280 AV. LEGUIA AV. BOLOGNESI PASAJE LOS ROSALES DETALLE "V18" 0 220 0 180 0 200 0 160 AV. GUSTAVO PINTO 0 080 0 020 0 060 0 040 PUENTE 0 120 0 140 0 100 0 260 0 240 0 000 SEMAFORO POSTE DETALLE "V19" CALLE VIGIL 0 660 0 640 0 680 CALLE TARAPACA 0 600 0 580 AV. PINTO CALLE MENDOZA 0 700 0 760 5 \fArial Narrow|b0|i0|c0|p34;AV. PINTO (TRAMO BOLOGNESI - AV. INDUSTRIAL); AV. NORA FLORES; AV. LOS PROCERES; AV. LOS ANGELES; AV. AAPITAC ; AV. CAPLINA 6,30 E V 1,20 1,20 2,40 P 24,20 2,00 6,30 J V P E 1,20 2,40 1,20 SECCION D-D DETALLE "V17 DETALLE "V16" DETALLE "V15" DETALLE "V13" DETALLE "V14" DETALLE "V7" DETALLE "V8" DETALLE "V9" DETALLE "V11" DETALLE "V12" DETALLE "V10" DETALLE "V1" DETALLE "V6" DETALLE "V4" DETALLE "V5" DETALLE "V2" 5 5 5 5 5 5 5 4.90 5 5 5 5 R1 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE "V3" DETALLE "V3" ESC : 1 / 250 5 2.00 5 0 540 0 480 0 460 0 440 0 420 0 400 0 380 0 360 0 340 0 320 0 300 0 280 0 260 0 240 0 220 0 200 0 180 0 160 0 140 0 120 0 100 0 080 0 060 0 040 0 020 0 000 0 938.61 0 920 0 900 0 880 0 860 0 840 0 820 0 800 0 780 0 760 0 700 0 680 0 660 0 640 0 620 0 580 AV. LEGUIA TELEF. AV. GUSTAVO PINTO AV. LEGUIA CALLE ALTO LIMA AV. GUSTAVO PINTO PASAJE LOS ROSALES POSTE SEMAFORO AV. BOLOGNESI PUENTE 0 309.63 0 300 0 280 0 260 0 240 0 220 0 200 0 180 0 160 0 140 0 120 0 100 0 080 0 060 0 040 0 020 0 000 0 303 RETIRO DE ARBOL REUBICACION POSTE DE LUZ SECCION D-D SECCION D-D 6,30 E V P 2,00 6,30 V P E SECCION TIPICA ESC : 1 / 200 1.10 - 2.00 1.00 - 4.50 variable variable 1.10 - 2.00 1.00 - 4.50 RETIRO DE KIOSKOS COORDINAR CON OFICINA COACTIVAS

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	autocad, DETAIL, details, DWG, HIGHWAY, pavement, Road, route, signal, views