Detail Rolling Streets DWG Detail for AutoCAD

Detail Rolling Streets DWG Detail for AutoCAD

Typical details by municipal norms

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

cusa, corregimiento jose d. espinar, district of san miguelito, province of panama, inversiones ventaviv, sa, signature, erick portugal b., civil engineer, technical board of engineering and architecture, toronto global holdings co., urbanizacion paseo real, for collector type sidewalk, cover type i prefabricated, detail of cord and gutter, longitudinal section, slab junction, existing slab, expansion joint, epoxy resin, pav. new, new slab, contraction joint, directions, simulated or contraction, transverse joint, cross section, a rolling track according to, smooth, or greased, this half painted, typical floor slab, for the board must meet, the material of poured seal, transverse contraction joints, deformed, or as indicated, longitudinal joint, pavement reinforcement, deformed for mooring, simulated cross-section, or contraction, square top, concrete, bituminous seal, saw-cut, projected, rain pipe, pipe bed, concrete pavement, expansion cap, varia, steel, d-d section, blocks, lincoln, lid, inspection chamber, inspection plant, bars, new pavement, blocks lincon para the, frame and cover of, in all joints the thickness of the base

Raw text data extracted from CAD file:

26 CUSA VL-MH-2003 CORREGIMIENTO JOSE D. ESPINAR DISTRITO DE SAN MIGUELITO, PROVINCIA DE PANAMA INVERSIONES VENTAVIV, S.A. URBANIZACION MIRADOR HILL (ANTIGUO ANCON HEGHTS) TORONTO GLOBAL HOLDINGS Co. / WORNOM HOLDINGS F I R M A ERICK PORTUGAL B. INGENIERO CIVIL LICENCIA N° 2000-006-127 LEY 15 DEL 26 DE ENERO DE 1959 JUNTA TECNICA DE INGENIERIA Y ARQUITECTURA TORONTO GLOBAL HOLDINGS Co. URBANIZACION PASEO REAL PARA COLECTOR TIPO ACERA CUBIERTA TIPO I PREFABRICADA 0.025 DETALLE DE CORDON Y CUNETA SECCION LONGITUDINAL 0.0127 S/E EMPALME DE LOSA 0.20 m Capa Base 0.30 Material Selecto S/E LOSA EXISTENTE JUNTA DE EXPANSION 0.20 0.15 550 Kg/cm a flexion ESTRIBO #2 @ 0.30 c.a.c. #4 (SIKA DUR HI MOD) RESINA EPOXICA 2 0.15 0.20 PAV. NUEVO LOSA NUEVA JUNTA DE CONTRACCION 0.20 1.230 m 0.030 0.076 1.230 m 0.076 DIRECCIONES 4 1/4 EN AMBAS 3/8" F 0.580 S/E 0.030 0.076 #4 x 0.75 @ 0.60 c.a.c. JUNTA DE EXPANSION BARRAS DEFORMADAS #4 x 0.75 @ 0.60 c.a.c. SIMULADA O DE CONTRACCION JUNTA TRANSVERSAL SECCION TRANSVERSAL UNA VIA DE RODADURA SEGUN S/E LISAS 0.10 O ENGRASADA ESTA MITAD PINTADA 0.75 #6 x 0.40 @ 0.30 c.a.c. PLANTA TIPICA DE LOSA PARA LA JUNTA DEBE CUMPLIR LOS REQUISITOS AASHTO M-173 EL MATERIAL DE SELLO VERTIDO JUNTAS TRANSVERSALES DE CONTRACCION S/E 5.00 5.00 DEFORMADAS #4 @ 0.60 c.a.c. 2% 4 #3 0.05 0.40 JUNTA DE EXPANSION 100.00 MAXIMO O COMO SE INDIQUE JUNTA LONGITUDINAL REFUERZO DE PAVIMENTO S/E JUNTA LONGITUDINAL 0.025 0.067 DEFORMADAS PARA AMARRE #4 x 0.75 @ 0.60 c.a.c. 0.30 S/E JUNTA TRANSVERSAL SIMULADA O DE CONTRACCION S/E CRUCE PLUVIAL- PARA H <0.45 L = 2 1/2" 2 1/2 x 1/4" x 1.21 DE LARGO 3/8" @ 0.230 c.a.c 0.490 F 1/2" 0.580 TAPA CUADRADA DE HORMIGON 0.150 3" 0.01 SELLO BITUMINOSO 0.05 CORTAR CON SIERRA SELLO BITUMINOSO PROYECTADA TUBERIA PLUVIAL CAMA DE TUBERIA 5% 0.10 0.175 0.20 0.60 0.15 PAVIMENTO DE HORMIGON SIMPLE DE 0.20 DE ESPESOR 0.60 0.05 Bd = D+ 0.40 D BARRAS #3 @ 0.15 A.D. H JUNTA DE EXPANSION S/E (LA BARRA DEBERA SER PINTADA CASQUILLO DE EXPANSION Y ENGRASADA) SELLO BITUMINOSO BARRA LISA #6 x 0.40 @ 0.30 c.a.c. 0.01 0.10 5.00 5.00 5.00 0.15 0.15 1.23 1.23 d=VARIA 0.93 0.30 0.30 VARIA 0.075 0.120 2 .05 .05 ACERO DE 1/2"d 0.50 0.30 SECCION D - D ESPESOR 0.12 min. DE LA LOSA (210 kg./cm.) BLOQUES LINCOLN d=VARIA VARIA D 0.15 0.15 0.93 TAPA D 4 BARRAS DE #4 CAMARA DE INSPECCION PLANTA DE CAMARA DE INSPECCION BARRAS DE NUEVO PAVIMENTO CAMARA DE INSPECCION BLOQUES LINCON PARA LA CAMARA DE INSPECCION MARCO Y CUBIERTA DE CAMARA DE INSPECCION VARIA .30MAX. CAMARA DE INSPECCION EN TODAS LAS JUNTAS EL ESPESOR DE LA BASE SERA DE 0.10 m Y LA SU-BASE SERA DE 0.20 m CON MATERIAL DE 1 1/2" @ 3.0" RESPECTIVAMENTE EL HORMIGON SERA DE 550 Kg/cm 2 a los 28 dias 0.20 0.20 0.20 0.20 0.30 0.20 0.20 0.20

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, HIGHWAY, municipal, norms, pavement, Road, rolling, route, streets, typical