Road Junction DWG Block for AutoCAD

Road Junction DWG Block for AutoCAD

Road junction

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

magnetic, datum elev, fax, author, alameda d. duarte de almeida, victor alves, dimensions, scale, alameda d. Duarte de Almeida domicile telephone project approved sheet no date date name cross detail church oval of vermils alcohra north wall cemetery bore hole wall to run bet murob murot wall , elec, talb, talt, tel, portao

Raw text data extracted from CAD file:

MAGNETIC DATUM ELEV 1 PT \A1;50.0000m VC \A1;25.0000m VC \A1;13.8500m VC \A1;4.0000 RECTIFICAÇÃO DA E.M. DA E.R.333-2 AO ACESSO À A25 - VOUZELA FAX 232771513 AUTOR ALAMEDA D. DUARTE DE ALMEIDA topografia@cm-vouzela.pt Victor Alves 1 : 5 0 0 DIMENÇÕES ESCALA 01 Alameda D. Duarte de Almeida DOMÍCILIO TELEFONE 232740740 PROJECTO APROVADO FOLHA Nº 10/01/2007 DATA Gabinete de TOPOGRAFIA\C7; - Município de Vouzela NOME PORMENOR DE CRUZAMENTO \A1;2.0714 PT Cambra (centro) Igreja Carvalhal de Vermilhas Alcofra 9+900 9+925 9+950 9+975 10+000 10+025 10+050 10+075 10+100 10+125 10+150 PC = 9+907.163 PT = 9+953.868 PC = 9+975.740 PT = 10+019.565 PC = 10+040.947 PT = 10+098.182 PC = 10+116.884 NORTE 0+000 0+025 0+050 0+075 0+100 0+112.261 PC = 0+031.158 PRC = 0+061.219 PT = 0+112.261 0+000 0+025 0+044.168 PC = 0+000 PT = 0+044.168 492 496 500 490.000 0+000 0+025 0+050 0+075 0+100 493.72 494.46 495.23 495.96 496.60 496.33 498.17 500.27 501.39 502.23 39.48 50 19.74 25 15.67 50 15.668 50.000000 19.738 25.000000 5 K = 15.668 A.D. = 3.191 PVI ELEV = 496.095 PVI STA = 0+037.500 BVCS: 0+012.500 BVCE: 494.590 EVCS: 0+062.500 EVCE: 498.398 494.590 495.393 496.295 497.297 498.398 6.021% 493.837 494.590 5 K = 19.738 A.D. = -1.267 PVI ELEV = 499.550 PVI STA = 0+075 BVCS: 0+062.500 BVCE: 498.398 EVCS: 0+087.500 EVCE: 500.543 498.398 499.510 500.543 7.946% 500.543 501.536 502.510 RESTABELECIMENTO Nº1 492 496 500 490.000 0+000 0+025 497.92 498.48 498.72 496.42 494.97 0.96 14 0.962 13.850000 5 K = 0.962 A.D. = -14.400 PVI ELEV = 499.589 PVI STA = 0+037.241 HIGH POINT STA = 0+034.548 HIGH POINT ELEV = 499.377 BVCS: 0+030.316 BVCE: 499.284 EVCS: 0+044.166 EVCE: 498.896 499.332 4.400% 497.950 498.500 499.050 -10.000% -40 -30 -20 -10 0 10 20 494 494 496 496 498 498 500 500 502 502 0+000 497.92 497.950 -40 -30 -20 -10 0 10 20 494 494 496 496 498 498 500 500 502 502 0+006.250 498.23 498.225 -40 -30 -20 -10 0 10 20 494 494 496 496 498 498 500 500 502 502 0+012.500 498.49 498.500 -40 -30 -20 -10 0 10 20 494 494 496 496 498 498 500 500 502 502 504 504 0+018.750 498.71 498.775 -40 -30 -20 -10 0 10 20 492 492 494 494 496 496 498 498 500 500 502 502 504 504 0+025 498.72 499.050 -40 -30 -20 -10 0 10 20 492 492 494 494 496 496 498 498 500 500 502 502 504 504 0+031.250 498.30 499.321 -40 -30 -20 -10 0 10 20 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 0+037.500 496.43 499.332 -40 -30 -20 -10 0 10 20 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+043.750 494.69 498.937 -40 -30 -20 -10 0 10 20 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+044.168 494.95 498.896 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 0+000 493.72 493.837 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 0+006.250 494.08 494.214 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 0+012.500 494.46 494.590 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 0+018.750 494.85 494.979 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 0+025 495.23 495.393 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 0+031.250 495.60 495.831 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 0+037.500 495.96 496.295 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+043.750 496.29 496.783 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+050 496.61 497.297 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+056.250 496.86 497.835 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+062.500 496.30 498.398 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+068.750 496.84 498.964 -20 -10 0 10 20 30 40 492 492 494 494 496 496 498 498 500 500 502 502 504 504 506 506 508 508 0+068.829 496.86 498.971 muro - Cemitério muro - Cemitério muro - Cemitério 5 BORDO Nº1 BORDO Nº1 RESTABELECIMENTO Nº1 Furo 5 Muro a Executar cx \A1;3.00m \A1;3.50m Area 2.8 m2 2 1 495.970 V1 2 502.461 V2 3 500.079 BET 4 498.690 BET 5 497.452 BET 6 496.264 BET 7 495.275 BET 8 495.017 BET 9 495.877 BET 10 496.642 BET 11 497.967 BET 12 498.783 BET 13 498.647 BET 14 498.906 BET 15 499.492 BET 16 500.231 BET 17 500.851 BET 18 502.324 BET 19 503.111 BET 20 494.261 V3 21 492.417 BET 22 492.461 BET 23 493.747 BET 24 493.788 BET 25 495.294 BET 26 495.508 BET 27 496.710 BET 28 496.960 BET 29 497.773 BET 30 498.035 BET 31 502.712 BET 32 504.125 BET 33 504.849 BET 34 505.223 BET 35 505.618 BET 36 505.785 BET 37 505.805 V4 38 505.476 BET 39 505.146 BET 40 504.783 BET 41 504.157 BET 42 503.193 BET 43 502.151 BET 44 502.024 BET 45 500.288 PT 46 500.600 PT 47 501.053 PT 48 500.155 MUROB 49 501.243 MUROT 50 499.792 MUROB 51 498.548 MUROB 52 500.784 MURO 53 501.843 MURO 54 503.253 MURO 55 502.940 ELEC 56 502.097 TALB 57 501.709 TALB 58 502.123 PH 59 502.319 TALB 60 503.358 TALB 61 504.596 TALB 62 504.943 TALB 63 506.565 V5 64 506.511 BET 65 507.184 BET 66 506.608 BET 67 506.228 BET 68 505.390 BET 69 505.391 BET 70 504.064 BET 71 503.942 BET 72 502.356 BET 73 502.410 BET 74 501.305 BET 75 500.919 MUROB 76 501.588 MUROT 77 502.211 MUROT 78 501.417 MUROB 79 500.764 PH 80 502.089 MUROB 81 503.199 MUROB 82 504.492 MUROT 83 504.626 MUROB 84 504.465 TALB 85 503.205 TALB 86 502.289 TALB 87 500.402 MUROB 88 501.321 MUROB 89 502.478 MUROB 90 504.181 TALT 91 504.524 TALT 92 505.067 TALT 93 506.862 TALT 94 507.834 TALT 95 508.487 TALT 96 504.572 TALT 97 506.138 TALT 98 505.806 TALT 99 510.496 TN 100 509.944 TN 101 509.506 TN 102 508.624 TN 103 507.082 TN 104 504.137 MURO 105 504.799 MURO 108 505.850 BET 109 505.785 BET 110 506.217 BET 111 506.060 BET 112 505.745 BET 113 505.556 BET 114 505.776 BET 115 505.286 BET 132 505.809 BET 574 494.223 * 575 495.253 * 576 495.256 * 577 494.226 * 579 494.741 * 580 497.262 * 215 507.941 V5A 223 507.943 BET 224 505.803 TALT 225 507.462 TALT 226 508.912 TALT 227 510.147 TALT 228 510.262 TALT 247 505.797 BET 248 506.378 BET 308 494.579 TALT 309 495.555 TALT 310 496.580 TALT 311 497.757 TALT 312 498.436 TALT 313 498.669 TALT 314 495.404 TALB 315 495.115 MUROT 316 495.329 MUROT 317 496.513 TEL 318 494.511 TALB 319 492.577 TALB 320 496.709 MUROB 321 497.586 MUROT 322 498.359 MUROT 323 497.680 MUROB 324 497.881 PORTAO 325 498.070 PORTAO 326 498.096 MURO 327 498.782 MURO 328 499.074 MUROB 329 498.873 PH 330 497.175 PH 331 498.995 TALB RECTIFICAÇÃO DA E.M. DA E.R.333-2 AO ACESSO À A25 - VOUZELA FAX 232771513 AUTOR ALAMEDA D. DUARTE DE ALMEIDA topografia@cm-vouzela.pt Victor Alves 1 : 5 0 0 DIMENÇÕES ESCALA 01 Alameda D. Duarte de Almeida DOMÍCILIO TELEFONE 232740740 PROJECTO APROVADO FOLHA Nº 10/01/2007 DATA Gabinete de TOPOGRAFIA\C7; - Município de Vouzela NOME PORMENOR DE CRUZAMENTO

Language	Portuguese
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, junction, pavement, Road, route