Drainage Ditches DWG Block for AutoCAD

Drainage Ditches DWG Block for AutoCAD

Drainage ditches used for evacuation waters affecting the conformation of the road in construction and post construction

Drawing labels, details, and other text information extracted from the CAD file:

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, name, xfg, xeg, xfgt, xegt, xgrid, xgridt, cuadricula, eje de alc, km., tmc.ø, alim, pegct, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim, xfg, xeg, xgrid, xgridt, alim izq, pegct, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, terreno, de zanja, cota fondo, de pendiente, distancia cambio, progresiva, cota de, alc, eje de via, eje zanja de drenaje, km., km., km., fin de zanja, km., cambio de pendiente, km., cambio de pendiente, km., inicio de zanja, terreno natural lado izq., fondo de zanja lado izq., cerco, longitud, perforaciones, longitud, perforaciones, plano construccion: new de new, indicadas, escala:, fecha:, lamina:, zd al proyectado, plano construccion: new de new, indicadas, escala:, fecha:, lamina:, zd al new proyectado

Raw text data extracted from CAD file:

0 00 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 \A1;2.76 \A1;8.64 \A1;12.00 \A1;2.59 \A1;8.89 \A1;12.00 \A1;2.45 \A1;9.10 \A1;12.00 \A1;2.30 \A1;9.29 \A1;12.00 \A1;2.20 \A1;9.41 \A1;12.00 \A1;2.17 \A1;9.43 \A1;12.00 \A1;2.04 \A1;9.53 \A1;12.00 \A1;2.06 \A1;9.41 \A1;12.00 \A1;2.34 \A1;9.21 \A1;12.00 \A1;2.92 \A1;8.66 \A1;12.00 \A1;3.61 \A1;7.85 \A1;12.00 \A1;3.04 \A1;6.88 \A1;10.59 \A1;2.70 \A1;6.33 \A1;9.69 \A1;2.49 \A1;6.29 \A1;9.30 \A1;2.93 \A1;6.06 \A1;9.40 \A1;4.41 \A1;5.59 \A1;10.00 \A1;12.00 \A1;12.00 \A1;10.00 CUADRICULA 4 470 EJE DE ALC KM. 04+500.00 TMC.Ø 36" CR=3860.25 CR=3860.35 CR=3860.48 CR=3860.64 CR=3860.82 CR=3861.02 CR=3861.26 CR=3861.52 CR=3861.81 CR=3862.11 CR=3862.42 CR=3862.72 CR=3863.02 CR=3863.33 CR=3863.63 CR=3863.93 Alim PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 3.716180344994271E+005 8.352675488992126E+006 3855.000000000000 4470.000000000000 4690.000127848682 LEFT PEGLT PEGRT PDGL PDGR Alim 4470.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4472.412531 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4476.412526 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4480.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4480.412521 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4484.412518 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 Alim 4490.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3856.000000 0.000000 Alim 4500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3856.000000 0.000000 4+500 CT=3858.90 Alim 4510.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3856.000000 0.000000 4+510 CT=3858.88 Alim 4520.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3856.000000 0.000000 4+520 CT=3858.95 Alim 4530.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3856.000000 0.000000 4+530 CT=3859.05 Alim 4540.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3856.000000 0.000000 4+540 CT=3859.19 Alim 4550.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 4+550 CT=3859.49 Alim 4560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3857.000000 0.000000 4+560 CT=3859.74 Alim 4570.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3857.000000 0.000000 4+570 CT=3860.01 Alim 4580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3858.000000 0.000000 4+580 CT=3860.32 Alim 4590.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3858.000000 0.000000 4+590 CT=3860.63 Alim 4600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3859.000000 0.000000 4+600 CT=3861.05 Alim 4610.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 3860.000000 0.000000 4+610 CT=3861.32 Alim 4620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 3860.000000 0.000000 4+620 CT=3861.63 Alim 4630.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3860.000000 0.000000 4+630 CT=3861.99 Alim 4640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3861.000000 0.000000 4+640 CT=3862.24 Alim 4650.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 3861.000000 0.000000 4+650 CT=3862.60 Alim 4660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 3861.000000 0.000000 Alim 4670.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 3861.000000 0.000000 Alim 4680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 9.000000 3861.000000 0.000000 Alim 4689.999426 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 10.000000 3861.000000 0.000000 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 5 5 5 5 5 5 5 5 5 5 5 5 4+500 4+510 4+520 4+530 4+540 4+550 4+560 4+570 4+580 4+590 4+600 4+610 4+620 4+630 4+640 4+650 3858.160 3858.110 3858.102 3858.079 3858.068 3858.080 3858.083 3858.112 3858.157 3858.145 3858.229 3858.338 3858.430 3858.501 3858.610 3858.783 3859.124 3859.290 3859.527 3859.833 3860.226 3860.674 3861.105 3861.534 3861.885 3862.148 3862.359 3862.520 3862.701 3862.976 3863.350 3863.662 Alim Izq PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 3.713874325498402E+005 8.352643098817804E+006 3855.000000000000 4500.000000000000 4658.248471883323 LEFT PEGLT PEGRT PDGL PDGR TERRENO (L.I) DE ZANJA (L.I) COTA D FONDO DE PENDIENTE DISTANCIA CAMBIO PROGRESIVA COTA DE 3860 3850 3870 3857.685 3857.735 3857.785 3857.835 3857.885 3857.935 3857.985 3858.035 3858.085 3858.135 3858.206 3858.264 3858.321 3858.379 3858.437 3858.483 3858.846 3859.148 3859.450 3859.752 3860.054 3860.356 3860.659 3860.961 3861.263 3861.565 3861.867 3862.169 3862.508 3862.880 3863.251 3863.622 CT=3863.86 CF=3863.86 CT=3863.19 CF=3863.09 CT=3862.61 CF=3862.31 CT=3862.26 CF=3861.68 CT=3861.65 CF=3861.05 CT=3860.74 CF=3860.40 CT=3859.84 CF=3859.76 CT=3859.27 CF=3859.12 CT=3858.77 CF=3858.47 CT=3858.48 CF=3858.36 CT=3858.29 CF=3858.24 CT=3858.15 CF=3858.11 CT=3858.08 CF=3858.00 CT=3858.07 CF=3857.90 CT=3858.10 CF=3857.79 CT=3858.16 CF=3857.68 ALC 04+500.00 EJE DE VIA EJE DE VIA EJE DE VIA EJE ZANJA DE DRENAJE EJE ZANJA DE DRENAJE EJE ZANJA DE DRENAJE KM. 04+543.33 3858.143 3858.143 KM. 04+545.31 3858.181 3858.181 KM. 04+500.00 FIN DE ZANJA KM. 04+570.00 CAMBIO DE PENDIENTE KM. 04+630.00 CAMBIO DE PENDIENTE KM. 04+650.00 INICIO DE ZANJA 3858.843 3858.544 3862.609 3862.309 3863.863 3863.863 S= 1.00% S= 1.16% S= 6.04% S= 7.43% 24.69 m. 43.33 m. 60.00 m. 20.00 m. TERRENO NATURAL LADO IZQ. FONDO DE ZANJA LADO IZQ. cerco 04+470.00 04+480.00 04+490.00 04+510.00 04+520.00 04+530.00 04+540.00 04+550.00 04+560.00 04+570.00 04+580.00 04+590.00 04+600.00 04+610.00 04+620.00 04+630.00 04+640.00 04+650.00 04+660.00 04+670.00 04+680.00 04+690.00 5 5 5 LONGITUD = PERFORACIONES LONGITUD = PERFORACIONES PLANO \fArial|b1|i1|c238|p34;POST CONSTRUCCION: \fTimes New Roman|b1|i0|c0|p18;\H1.271x; \fArial|b1|i0|c0|p34;OBRAS DE ARTE\fTimes New Roman|b1|i0|c0|p18;\H1.25x; INDICADAS ESCALA: FECHA: AGOSTO-09 PPC-OA-ZD-030 B LAMINA: ZD 04+500.00 AL 04+650.00 \W0.9;ALCANTARILLAS PROYECTADO PLANO \fArial|b1|i1|c238|p34;POST CONSTRUCCION: \fTimes New Roman|b1|i0|c0|p18;\H1.271x; \fArial|b1|i0|c0|p34;OBRAS DE ARTE\fTimes New Roman|b1|i0|c0|p18;\H1.25x; INDICADAS ESCALA: FECHA: AGOSTO-09 PPC-OA-ZD-030 A LAMINA: ZD 04+500.00 AL 04+650.00 \fTimes New Roman|b1|i0|c0|p18;\H0.5x;\W0.9;ALCANTARILLAS PROYECTADO

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, construction, drainage, DWG, evacuation, kläranlage, post, Road, treatment plant, waters