Paving DWG Plan for AutoCAD

Paving DWG Plan for AutoCAD

Paving Plans, details, etc

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

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, xfg, xeg, xfgt, xegt, xgrid, xgridt, left, symbol, projected mailbox , legend, telephone pole, public lighting post, description, projected line of sight, projected palm trees, existing sidewalk, bze, existing ramp, length and, height of, terrain, progressive, longitudinal profile of pavement, slope, level of line , grazing, architectural paving plant, bzp, pedestrian ramp, existing tree, existing mailbox, pedestrian ramp, projected, projected paths, green area, ca. yavary, start, ca. pantoja, ca. tavara, end, line of land, sub-grade line, paving, grade line, projected channel, bottom line, culvert, projected, above, excavation, existing channel, flexible pavement, existing, Pantoja Street, Tavara Street, yavary street, inspection box, nm

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 1 1.50 1.50 1.50 3.30 0.90 A1 0.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 98.000000 0.000000 A1 10.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 99.000000 0.000000 A1 20.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 30.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 40.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 50.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 60.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 70.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 80.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 100.000000 0.000000 A1 90.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 100.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 110.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 99.000000 0.000000 A1 0.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 98.000000 0.000000 A1 10.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 99.000000 0.000000 A1 20.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 30.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 40.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 50.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 60.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 70.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 80.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 100.000000 0.000000 A1 90.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 100.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 110.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 99.000000 0.000000 A1 A1PEGCT A1PVGRID A1PEGCT A1PFGCT A1PEGC A1PEGL A1PEGR A1PFGC A1PGRID A1PGRIDT 3 3 20.00000000000000 20.00000000000000 20.00000000000000 897.3679049672892 876.1253887550450 95.00000000000000 0.000000000000000 110.0010003500400 LEFT A1PEGLT A1PEGRT A1PDGL A1PDGR A1 0.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 98.000000 0.000000 A1 10.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 98.000000 0.000000 A1 20.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 5.000000 98.000000 0.000000 A1 30.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 40.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 4.000000 99.000000 0.000000 A1 50.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 4.000000 99.000000 0.000000 A1 60.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 3.000000 100.000000 0.000000 A1 70.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 3.000000 100.000000 0.000000 A1 80.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 5.000000 99.000000 0.000000 A1 90.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 100.000000 XFG XEG XGRID XGRIDT 3 3 10.000000 10.000000 4.000000 99.000000 0.000000 A1 110.000000 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 4.000000 99.000000 0.000000 102.013 101.101 101.846 101.700 101.367 101.200 SIMBOLO Buzon proyectado LEYENDA Poste de telefono Poste de Alumbrado Publico PL PT DESCRIPCION Linea de Trazo Proyectado Palmeras Proyectada Vereda Existente BZE Rampa Existente LONGITUD Y COTA DE TERRENO PROGRESIVAS 100.005 100.689 101.363 101.704 101.487 101.150 0+000 0+040 0+080 0+020 0+060 0+100 0+110 PERFIL LONGITUDINAL DE PAVIMENTACION ESC: H= 1/500 V= 1/100 PENDIENTE COTA DE LINEA RASANTE 100.005 101.009 L=30.00M S:3.333% L=50.00M S:-1.667% PLANTA ARQUITECTONICA DE PAVIMENTACION ESC: 1/ 500 PL PT PT PT PT PT PT PT PL PL PL PL PL PL PL PL PL PL PL PL PL PT BZE PL PL BZE PL PL PL 0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 BZE BZE BZE PL 06 05 04 03 02 01 07 08 09 10 11 12 13 14 01 02 03 04 05 06 07 08 09 12 10 11 BZP BZP BZP RAMPA PEATONAL RAMPA PEATONAL 96 98 100 102 11.354 30.000000 6.000 30.000000 K = 11.354 A.D. = -2.642 PVI ELEV = 101.200 PVI STA = 0+020 BVCS: 0+005 BVCE: 100.304 K = 6.000 A.D. = -5.000 PVI ELEV = 102.200 PVI STA = 0+050 HIGH POINT STA = 0+055 HIGH POINT ELEV = 102.033 BVCS: 0+035 BVCE: 101.700 EVCS: 0+065 EVCE: 101.950 L=20.00M S:5.976% 0+010 0+030 0+050 0+070 0+090 100.591 101.522 102.013 101.867 101.533 100.294 100.993 101.555 101.577 101.328 \A1;30.0000m VC \A1;30.0000m VC Arbol existente BZE Buzon existente Rampa peatonales proyectados Veredas Proyectadas Area verdes RAMPA PEATONAL RAMPA PEATONAL CA. YAVARY INICIO CA. PANTOJA CA. TAVARA FINAL CA. PANTOJA LINEA DE TERRENO LINEA DE SUB-RASANTE PAVIMENTACION LINEA DE SUB-RASANTE PAVIMENTACION LINEA DE RASANTE PAVIMENTACION 5 5 CANAL PROYECTADO SECC.INT 0.60M X 0.60M CANAL PROYECTADO SECC.INT 0.60M X 0.60M LINEA DE FONDO DE ALCANTARILLA PROYECTADO BZ PROY. 02 CT= 102.013 CF= 100.513 H = 1.50 BZ Ext. 01 CT=100.959 CF= 97.659 H = 3.30 BZ Ext. 02 CT= 101.117 CF= 99.917 H = 1.20 BZ PROY. 03 CT= 101.20 CF= 99.70 H = 1.50 COTA DE SOBRE EXCAVACION 102.00 101.90 101.80 101.80 101.70 101.70 101.70 101.70 101.70 101.70 101.70 101.70 101.60 101.60 101.60 101.60 101.60 101.60 101.60 101.60 101.60 101.60 101.50 101.50 101.50 101.50 101.50 101.50 101.50 101.50 101.50 101.50 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.40 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.30 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.20 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.10 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.90 100.80 100.80 100.80 100.80 100.80 100.80 100.80 100.80 100.80 100.70 100.70 100.70 100.70 100.70 100.70 100.70 100.70 100.60 100.60 100.60 100.60 100.60 100.50 100.50 100.50 100.50 100.40 100.40 100.30 100.30 100.30 100.20 100.20 100.10 100.10 100.10 100.10 100.00 100.00 100.00 100.00 100.00 100.00 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.80 99.80 100.30 secc.int.2.00 x 0.90 canal existente CF=98.80 PAVIMENTO FLEXIBLE EXISTENTE CR=100.05 -11.50 0+116.90 PAVIMENTO FLEXIBLE EXISTENTE CALLE PANTOJA BZ Ext. 06 CT= 100.096 CF= 99.086 H = 1.01 BZ Ext. 07 CT= 100.083 0.50 x 0.50 2.00 x 0.90 BZ Ext. 01 CT= 100.959 CF= 97.659 H = 3.30 SECC.INT.(06X0.60M) CANAL PROYECTADO SECC.INT.(06X0.60M) CANAL PROYECTADO BZ PROY. 01 CT= 100.591 CF= 99.091 H = 1.50 BZ Ext. 03 CT= 101.734 CF= 99.434 H = 2.30 BZ PROY. 01 CT= 100.591 CF= 99.091 H = 1.50 BZ PROY. 02 CT= 102.013 CF= 100.513 H = 1.50 BZ PROY. 03 CT= 101.20 CF= 99.70 H = 1.50 SECC.INT.(06X0.60M) CANAL PROYECTADO SECC.INT.(06X0.60M) CANAL PROYECTADO 5 LINEA DE FONDO DE ALCANTARILLA PROYECTADO CALLE TAVARA CALLE YAVARY BM 100 5 5 BZE BZ Ext. 05 CT= 100.15 BZE BZ Ext. 08 CT= 100.20 BZE BZ Ext. 09 CT= 101.76 CF= 99.70 H = 2.06 BZE BZ Ext. 10 CT= 100.100 CF= 98.90 H = 1.20 C.I. Nº02 C.I. Nº01 C.I. Nº03 C.I. Nº04 C.I. Nº05 C.I. Nº06 Caja de Inspeccion CF= 98.70 H = 1.50 CF= 98.55 H = 1.80 N.M.

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, details, DWG, HIGHWAY, pavement, paving, plan, plans, Road, route, street