Estudo de implantação de Ciclovia e melhoramentos da pista de Romeiros

1. GOVERNO DO ESTADO DE GOIÁS
S E C R E T A R I A D E I N F R A - E S T R U T U R A
A G E N C I A G O I A N A D E T R A N S P O R T E S E O B R A S
Rodovia: GO - 060
Trecho: GOIANIA/ TRINDADE
Extensão: 14,8Km
E S T U D O D E I M P L A N TA Ç Ã O D E C I C L OV I A
E M E L H O R A M E N TO S DA P I S TA D E R O M E I RO S

2. Rodovia: GO-060
Trecho: Goiânia / Trindade
Extensão: 14,8 km
IMPLANTAÇÃO DE CICLOVIA E MELHORIAS NA PISTA DE ROMEIROS
TERRAPLENAGEM
Código DISCRIMINAÇÃO Valor
40001 m² 0,21 106.000,00 22.260,00
40016 m³ 5,17 6.720,00 34.742,40
40017 m³ 5,40 7.270,00 39.258,00
40025 m³ 8,83 61.032,00 538.912,56
40087 m³ 18,53 2.160,00 40.024,80
40100 Compactação a 95% do P.N. m³ 2,63 11.541,85 30.355,06
40101 Compactação a 100% P. N. m³ 3,23 46.167,38 149.120,65
40102 Compactação manual m³ 16,79 96,00 1.611,84
40120 Acabamento e recomposição de empréstimo m² 0,26 76.290,00 19.835,40
Subtotal = 876.120,71
Custo por km 59.197,35
PAVIMENTAÇÃO
Código DISCRIMINAÇÃO Valor
40300 Desmatamento,limpeza e expurgo de jazida m² 0,33 15.878,85 5.240,02
40305 Acabamento e recomposição de jazidas m² 0,29 15.878,85 4.604,87
40310 Regularização e compactação do sub-leito m² 1,61 61.000,00 98.210,00
40316 m³ 5,41 12.703,08 68.723,66
40320 m³km 1,28 190.546,20 243.899,14
40335 Estabilização granulométrica sem mistura m³ 12,50 9.771,60 122.145,00
40380 Imprimação m² 0,23 61.000,00 14.030,00
40385 Pintura de ligação m² 0,23 93.000,00 21.390,00
40410 Pré-misturado à frio PMF m³ 98,94 2.790,00 276.042,60
40435 Transporte local de material betuminoso 2,30 957,60 2.202,48
40440 Transporte local de massa 0,90 245.520,00 220.968,00
40525 Fornecimento de RL-1C t 1.220,44 390,60 476.703,86
40480 Fornecimento de CM-30 t 2.351,69 73,20 172.143,71
40510 Fornecimento de emulsão RR-1C t 1.351,52 46,50 62.845,68
Subtotal = 1.789.149,02
Custo por km 120.888,45
OBRAS DE ARTE CORRENTES
Código DISCRIMINAÇÃO Valor
41275 Caixa coletora em concreto tubo d=1,00m (exceto escavação) 1.479,68 2,00 2.959,36
41815 m 414,18 48,00 19.880,64
41853 740,16 10,00 7.401,60
Subtotal = 30.241,60
Custo por km 2.043,35
DRENAGEM
Código DISCRIMINAÇÃO Valor
41225 Calha trapezoidal (90 x 30) m 32,43 500,00 16.215,00
41240 Calha triangular (70 x 20) m 24,32 1.250,00 30.400,00
41245 Meio fio com sarjeta m 20,71 50.400,00 1.043.784,00
41255 m 70,10 3.360,00 235.536,00
41260 m 79,65 24,00 1.911,60
Subtotal = 1.327.846,60
Custo por km 89.719,36
Unid P.Unit. Quant.Tot
Desmatamento,dest. e limpeza(arv.até 15cm)
Escav. Carga e transp. mat 1ª cat. c/ escavadeira 200<dt<400m
Escav. Carga e transp. mat 1ª cat. c/ escavadeira 400<dt<600m
Escav. Carga e transp. mat 1ª cat. c/ escavadeira 2000<dt<3000m
Escav. Carga e transp. de solo mole c/ escavadeira 400<dt<600m
Unid P.Unit. Quant.Tot
Escavação e carga mat. de jazida - com indenização
Transporte de mat. de jazida(cascalho)
tkm
tkm
Unid P.Unit. Quant.Tot
un
Corpo de bstc d=1,00m (exceto escavação)
Boca de bstc d=1,00m un
Unid P.Unit. Quant.Tot
Saida e descida d'água lisa
Saida e descida d'água em degraus

3. Rodovia: GO-060
Trecho: Goiânia / Trindade
Extensão: 14,8 km
IMPLANTAÇÃO DE CICLOVIA E MELHORIAS NA PISTA DE ROMEIROS
OBRAS COMPLEMENTARES
Código DISCRIMINAÇÃO Valor
40800 Cerca de vedação de faixa de domínio em madeira m 8,53 2.960,00 25.248,80
40805 Remoção e recolocação de cerca m 6,00 5.920,00 35.520,00
42820 Demolição em concreto simples m³ 320,44 324,00 103.822,56
42850 Enrocamento de pedra jogada m³ 61,17 2.160,00 132.127,20
42835 m³ 300,86 324,00 97.478,64
40810 Defensa metálica semi-maleável simples m 169,71 800,00 135.768,00
40815 Sinalização horizontal com resina acrílica m² 15,34 9.240,00 141.741,60
40835 Tacha refletiva bidirecional 11,67 3.850,00 44.929,50
40850 Sinalização vertical c/pintura eletrostática semi-refletiva m² 229,15 123,20 28.231,28
40870 Revestimento vegetal em mudas m² 2,91 44.400,00 129.204,00
40875 Revestimento vegetal p/ semeadura m² 0,44 29.600,00 13.024,00
40880 Conformação de talude m² 0,24 29.600,00 7.104,00
Subtotal = 894.199,58
Custo por km 60.418,89
OBRAS DE ARTE ESPECIAIS
Código DISCRIMINAÇÃO Valor
Bueiros celulares de concreto 200.000,00 4,00 800.000,00
Subtotal = 800.000,00
Custo por km 54.054,05
MOBILIZAÇÃO DE EQUIPAMENTOS E CANTEIRO
Código DISCRIMINAÇÃO Valor
Mobilização de equipamentos % 2,00% 4.917.557,51 98.351,15
Instalação do canteiro % 1,00% 4.917.557,51 49.175,58
Subtotal = 147.526,73
Custo por km 9.968,02
TOTAL = 5.865.084,23
VALOR POR KM 396.289,48
Unid P.Unit. Quant.Tot
Concreto fck=15 Mpa
un
Unid P.Unit. Quant.Tot
un
Unid P.Unit. Quant.Tot

4. PERFIL ALINHAMENTO - eixo ciclovia
542
544
546
548
550
552
554
556
540
545
550
555
PERFIL ALINHAMENTO - eixo ciclovia
532
534
536
538
540
542
544
546
530
535
540
545
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
547,27
547,271
546,94
547,049
546,48
546,828
546,43
546,606
546,37
546,385
546,14
546,163
545,85
545,942
545,66
545,720
545,38
545,499
544,98
545,265
545,06
544,945
544,32
544,527
543,43
544,024
542,79
543,508
542,10
542,992
541,86
542,476
541,23
541,960
540,82
541,444
540,39
540,928
539,92
540,412
539,46
539,896
539,34
539,380
538,87
538,864
538,35
538,330
537,73
537,758
537,02
537,151
536,36
536,506
535,75
535,843
535,16
535,180
534,56
534,516
533,89
533,843
533,10
533,158
532,40
532,465
531,70
531,770
530,93
531,070
530,61
530,340530,51
530,015
0 5 10 15 20 25 30 3535
i=-1,11%
d=170.000m i=-3,31%
d=50.000m
i=-3,47%
d=40.000m
i=-2,58%
d=210.000mPIV=EST.10+0.000
COTAPIV=545.056
PCV=EST.8+10,000
COTA:545,388
PTV=EST.11+10,000
COTA:544.282
k=40.756
e=0,110
Y=60.000
PIV=EST.24+0.000
COTAPIV=537.832
PCV=EST.22+0,000
COTA:538,864
PTV=EST.26+0,000
COTA:536.506
k=108.900
e=0,073
Y=80.000
PIV=EST.30+0.000
COTAPIV=533.855
PCV=EST.28+10,000
COTA:534,849
PTV=EST.31+10,000
COTA:532.812
k=374.979
e=0,012
Y=60.000
PIV=EST.35+0.000
COTAPIV=530.380
PCV=EST.33+10,000
COTA:531,422
k=112.944
e=0,040
Y=60.000
N
WE
S
0 5 10 15 20 25 30 35

5. PERFIL ALINHAMENTO - eixo ciclovia
518
520
522
524
526
528
530
532
516
520
525
530
PERFIL ALINHAMENTO - eixo ciclovia
504
506
508
510
512
514
516
518
502
505
510
515
PERFIL ALINHAMENTO - eixo cic
504
506
508
510
512
514
516
518
502
505
510
515
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
530,51
530,015
529,74
529,574
528,60
528,778
527,88
527,977
527,16
527,175
526,50
526,374
525,47
525,573
524,69
524,772
523,97
523,971
523,19
523,170
522,41
522,369
521,57
521,567
520,76
520,773
520,02
520,024
519,73
519,327
519,00
518,676
518,23
518,031
517,21
517,386
516,50
516,742
515,84
516,094
515,61
515,427
514,64
514,736
513,94
514,025
513,18
513,312
512,43
512,598
512,03
511,885
511,34
511,171
510,66
510,458
509,95
509,742
509,31
509,010
507,98
508,261
507,24
507,496
506,60
506,728
506,10
505,960
505,30
505,193
504,24
504,425
503,87
503,765
35 40 45 50 55 60 65 70 70
i=-4,01%
d=200.000m
i=-3,22%
d=80.000m
i=-3,57%
d=120.000m
i=-3,84%
d=120.000m
PTV=EST.36+10,000
COTA:529.178
PIV=EST.55+0.000
COTAPIV=515.452
PCV=EST.53+10,000
COTA:516,419
PTV=EST.56+10,000
COTA:514.382
k=174.319
e=0,026
Y=60.000
PIV=EST.64+0.000
COTAPIV=509.031
PCV=EST.62+10,000
COTA:510,101
PTV=EST.65+10,000
COTA:507.879
k=222.007
e=0,020
Y=60.000PIV=EST.48+0.000
COTAPIV=519.965
PCV=EST.46+10,000
COTA:521,167
PTV=EST.49+10,000
COTA:518.998
k=76.692
e=0,059
Y=60.000
N
WE
S
35 40 45 50
55 60 65
70

6. PERFIL ALINHAMENTO - eixo ciclovia
500
502
504
506
508
510
512
514
498
500
505
510
PERFIL ALINHAMENTO - eixo ciclovia
506
508
510
512
514
516
518
520
504
505
510
515
520
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
503,87
503,765
503,75
503,658
503,10
502,917
502,47
502,366
501,99
502,032
502,38
501,888
502,26
501,771
501,72
501,653
501,71
501,536
501,59
501,426
501,40
501,368
501,59
501,368
501,58
501,420
501,68
501,497
501,88
501,694
502,54
502,027
503,01
502,480
503,15
502,951
503,28
503,421
503,58
503,905
504,60
504,478
505,69
505,155
506,44
505,921
507,18
506,701
507,84
507,481
508,42
508,260
509,08
509,040
509,96
509,819
510,70
510,599
511,50
511,379
512,21
512,158
512,98
512,938
513,99
513,717
514,96
514,497
515,67
515,277
516,72
516,056
517,66
516,836517,84
517,062
70 75 80 85 90 95 100 105 106
i=-0,59%
d=80.000m
i=0,30%
d=20.000m
i=2,35%
d=60.000m
i=3,90%
d=320.000m
PIV=EST.73+0.000
COTAPIV=502.123
PCV=EST.71+10,000
COTA:503,274
PTV=EST.74+10,000
COTA:501.947
k=18.455
e=0,244
Y=60.000
PIV=EST.80+0.000
COTAPIV=501.301
PCV=EST.78+10,000
COTA:501,477
PTV=EST.81+10,000
COTA:501.391
k=67.842
e=0,066
Y=60.000
PIV=EST.84+0.000
COTAPIV=501.539
PCV=EST.82+10,000
COTA:501,450
PTV=EST.85+10,000
COTA:502.245
k=29.205
e=0,154
Y=60.000
PIV=EST.90+0.000
COTAPIV=504.362
PCV=EST.88+10,000
COTA:503,656
PTV=EST.91+10,000
COTA:505.532
k=38.814
e=0,116
Y=60.000
N
WE
S
70
75
80 85 90 95
100
105

7. PERFIL ALINHAMENTO - eixo ciclovia
518
520
522
524
526
528
530
532
516
520
525
530
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
517,84
517,062
518,22
517,616
518,82
518,395
519,55
519,177
520,29
519,962
520,96
520,748
521,68
521,528
522,41
522,263
523,00
522,947
522,89
523,585
523,45
524,217
524,45
524,849
524,72
525,481
525,91
526,099
526,74
526,626
527,13
527,048
527,43
527,378
527,77
527,695
528,07
527,986
528,19
528,088
527,72
527,976
527,10
527,677
526,78
527,350
526,73
527,034
526,70
526,788
527,19
526,621
527,10
526,524
526,84
526,438
526,76
526,351
526,50
526,266
526,44
526,192
526,39
526,130
526,33
526,079
526,27
526,030
526,25
525,981
526,16
525,928
526,07
525,877
106 110 115 120 125 130 135 140 141
i=3,93%
d=20.000m
i=3,16%
d=80.000m
i=-0,43%
d=60.000m i=-0,25%
d=60.000m
i=-1,63%
d=40.000m
i=1,59%
d=40.000m
PIV=EST.113+0.000
COTAPIV=522.321
PCV=EST.111+10,000
COTA:521,141
PTV=EST.114+10,000
COTA:523.269
k=77.501
e=0,058
Y=60.000
PIV=EST.120+0.000
COTAPIV=526.744
PCV=EST.118+10,000
COTA:525,797
PTV=EST.121+10,000
COTA:527.220
k=38.114
e=0,118
Y=60.000
PIV=EST.125+0.000
COTAPIV=528.329
PCV=EST.123+10,000
COTA:527,854
PTV=EST.126+10,000
COTA:527.840
k=18.652
e=0,241
Y=60.000
PCV=EST.140+10,000
COTA:525,956
PIV=EST.109+0.000
COTAPIV=519.175
PCV=EST.107+10,000
COTA:518,005
PTV=EST.110+10,000
COTA:520.355
k=1696.343
e=0,003
Y=60.000
PIV=EST.130+0.000
COTAPIV=526.698
PCV=EST.128+10,000
COTA:527,187
PTV=EST.131+10,000
COTA:526.568
k=50.040
e=0,090
Y=60.000
PIV=EST.136+0.000
COTAPIV=526.178
PCV=EST.134+10,000
COTA:526,308
PTV=EST.137+10,000
COTA:526.104
k=322.875
e=0,014
Y=60.000
N
W
E
S
105
110
115
120 125
130
135
140

8. PERFIL ALINHAMENTO - eixo ciclovia
522
524
526
528
530
532
534
536
520
525
530
535
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
526,07
525,877526,04
525,853
525,80
525,753
525,74
525,630
525,62
525,504
525,47
525,378
525,32
525,253
525,18
525,129
525,05
525,017
524,98
524,921
524,74
524,837
524,70
524,755
524,82
524,675
524,63
524,603
524,47
524,542
524,40
524,490
524,50
524,447
524,46
524,462
524,52
524,544
524,68
524,683
524,84
524,831
525,00
524,979
525,25
525,134
525,54
525,336
525,84
525,592
526,08
525,894
526,35
526,204
526,65
526,513
526,95
526,823
527,24
527,132
527,50
527,442
527,75
527,751
528,01
528,061
528,27
528,379
528,60
528,759
529,17
529,210
529,53
529,723
529,64
529,801
141 145 150 155 160 165 170 175 177
i=-0,63%
d=80.000m i=-0,41%
d=40.000m
i=-0,26%
d=20.000m
i=0,74%
d=60.000m
i=1,55%
d=160.000m
i=2,61%
d=20.000m
PIV=EST.142+0.000
COTAPIV=525.882
PTV=EST.143+10,000
COTA:525.693
k=156.956
e=0,029
Y=60.000
PIV=EST.149+0.000
COTAPIV=525.001
PCV=EST.147+10,000
COTA:525,190
PTV=EST.150+10,000
COTA:524.878
k=272.394
e=0,017
Y=60.000
PIV=EST.154+0.000
COTAPIV=524.592
PCV=EST.152+10,000
COTA:524,715
PTV=EST.155+10,000
COTA:524.515
k=391.559
e=0,011
Y=60.000
PIV=EST.158+0.000
COTAPIV=524.387
PCV=EST.156+10,000
COTA:524,464
PTV=EST.159+10,000
COTA:524.609
k=60.238
e=0,075
Y=60.000
PIV=EST.164+0.000
COTAPIV=525.276
PCV=EST.162+10,000
COTA:525,053
PTV=EST.165+10,000
COTA:525.740
k=74.356
e=0,061
Y=60.000
PIV=EST.175+0.000
COTAPIV=528.679
PCV=EST.173+10,000
COTA:528,215
PTV=EST.176+10,000
COTA:529.462
k=56.579
e=0,080
Y=60.000
N
W
E
S
140 145 150 155 160 165 170 175

9. PERFIL ALINHAMENTO - eixo ciclovia
528
530
532
534
536
538
540
542
526
530
535
540
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
529,64
529,801
530,32
530,231
530,70
530,647
530,90
530,959
531,11
531,178
531,30
531,381
531,58
531,564
531,81
531,722
531,87
531,861
532,07
531,996
532,19
532,131
532,21
532,266
532,33
532,402
532,49
532,537
532,65
532,671
532,78
532,794
532,54
532,905
532,26
533,006
532,48
533,106
532,90
533,206
533,25
533,307
533,26
533,417
533,54
533,539
533,44
533,671
533,67
533,797
533,63
533,879
533,98
533,909
533,93
533,894
533,88
533,872
533,94
533,850
533,60
533,829
533,57
533,807
533,75
533,787
533,88
533,781
533,79
533,789
533,72
533,811
533,70
533,825
177 180 185 190 195 200 205 210 212
i=1,03%
d=20.000m
i=0,68%
d=120.000m
i=0,67%
d=20.000m
i=-0,11%
d=100.000mi=0,50%
d=60.000m
PIV=EST.179+0.000
COTAPIV=530.766
PCV=EST.177+10,000
COTA:529,983
PTV=EST.180+10,000
COTA:531.075
k=38.048
e=0,118
Y=60.000
PIV=EST.183+0.000
COTAPIV=531.590
PCV=EST.181+10,000
COTA:531,281
PTV=EST.184+10,000
COTA:531.793
k=169.202
e=0,027
Y=60.000
PIV=EST.192+0.000
COTAPIV=532.807
PCV=EST.190+10,000
COTA:532,604
PTV=EST.193+10,000
COTA:532.957
k=336.573
e=0,013
Y=60.000
PIV=EST.202+0.000
COTAPIV=533.937
PCV=EST.200+10,000
COTA:533,737
PTV=EST.203+10,000
COTA:533.904
k=77.590
e=0,058
Y=60.000
PIV=EST.198+0.000
COTAPIV=533.405
PCV=EST.196+10,000
COTA:533,255
PTV=EST.199+10,000
COTA:533.604
k=358.781
e=0,013
Y=60.000
PIV=EST.210+0.000
COTAPIV=533.764
PCV=EST.208+10,000
COTA:533,796
PTV=EST.211+10,000
COTA:533.799
k=265.343
e=0,017
Y=60.000
N
W
E
S
175
180 185
190 195
200
205
210 215

10. PERFIL ALINHAMENTO - eixo ciclovia
528
530
532
534
536
538
540
542
526
530
535
540
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
533,70
533,825533,69
533,834
533,74
533,858
533,78
533,882
533,81
533,905
533,81
533,929
533,86
533,952
533,94
533,976
534,04
534,000
534,02
534,018
533,99
534,005
533,78
533,953
533,74
533,869
533,88
533,780
533,80
533,691
533,72
533,602
533,64
533,513
533,58
533,419
533,22
533,291
533,05
533,122
532,88
532,919
532,72
532,711
532,56
532,503
532,36
532,295
532,10
532,075
531,79
531,773
531,40
531,378
530,76
530,901
530,21
530,423
529,96
530,022
529,77
529,709
529,53
529,473
529,34
529,267
529,24
529,198
529,47
529,286
529,89
529,511
529,97
529,738
529,97
529,740
212 215 220 225 230 235 240 245 248
i=0,12%
d=180.000m
i=-0,44%
d=100.000m
i=-1,04%
d=80.000m
i=-2,44%
d=20.000m
i=-1,13%
d=20.000m
i=1,22%
d=20.000m
PIV=EST.222+0.000
COTAPIV=534.047
PCV=EST.220+10,000
COTA:534,011
PTV=EST.223+10,000
COTA:533.913
k=106.648
e=0,042
Y=60.000
PIV=EST.230+0.000
COTAPIV=533.335
PCV=EST.228+10,000
COTA:533,469
PTV=EST.231+10,000
COTA:533.023
k=100.690
e=0,045
Y=60.000
PIV=EST.237+0.000
COTAPIV=531.878
PCV=EST.235+10,000
COTA:532,191
PTV=EST.238+10,000
COTA:531.145
k=42.773
e=0,105
Y=60.000
PCV=EST.247+10,000
COTA:529,633
PIV=EST.241+0.000
COTAPIV=529.924
PCV=EST.239+10,000
COTA:530,657
PTV=EST.242+10,000
COTA:529.585
k=45.613
e=0,099
Y=60.000
PIV=EST.245+0.000
COTAPIV=529.021
PCV=EST.243+10,000
COTA:529,360
PTV=EST.246+10,000
COTA:529.388
k=25.521
e=0,176
Y=60.000
N
W
E
S
210 215
220 225
230
235
240 245 250

11. PERFIL ALINHAMENTO - eixo ciclovia
528
530
532
534
536
538
540
542
526
530
535
540
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
529,97
529,740
528,73
529,844
528,39
529,812
528,49
529,658
528,95
529,487
528,63
529,322
529,27
529,199
529,17
529,122
529,06
529,088
528,96
529,059
528,88
529,030
528,91
529,001
528,92
528,972
528,92
528,943
528,91
528,915
528,99
528,896
529,13
528,946
528,95
529,076
529,15
529,275
529,60
529,484
529,90
529,693
530,03
529,901
530,14
530,110
530,40
530,325
530,78
530,585
531,22
530,894
531,59
531,247
531,83
531,607
532,12
531,966
532,44
532,325
532,72
532,685
532,93
533,029
533,12
533,267
533,30
533,382
533,38
533,391
533,38
533,384533,36
533,381
248 250 255 260 265 270 275 280 283
i=-0,14%
d=140.000m
i=1,04%
d=100.000m
i=1,80%
d=100.000m
i=-0,85%
d=40.000m
PIV=EST.249+0.000
COTAPIV=530.000
PTV=EST.250+10,000
COTA:529.744
k=28.875
e=0,156
Y=60.000
PIV=EST.280+0.000
COTAPIV=533.404
PCV=EST.278+10,000
COTA:532,865
PTV=EST.281+10,000
COTA:533.394
k=32.785
e=0,137
Y=60.000
PIV=EST.254+0.000
COTAPIV=529.145
PCV=EST.252+10,000
COTA:529,402
PTV=EST.255+10,000
COTA:529.102
k=84.431
e=0,053
Y=60.000
PIV=EST.264+0.000
COTAPIV=528.857
PCV=EST.262+10,000
COTA:528,900
PTV=EST.265+10,000
COTA:529.170
k=50.481
e=0,089
Y=60.000
PIV=EST.272+0.000
COTAPIV=530.528
PCV=EST.270+10,000
COTA:530,215
PTV=EST.273+10,000
COTA:531.067
k=79.678
e=0,056
Y=60.000
N
W
E
S
250 255 260 265 270 275 280 285

12. PERFIL ALINHAMENTO - eixo ciclovia
522
524
526
528
530
532
534
536
520
525
530
535
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
533,36
533,381
533,36
533,378
533,39
533,371
533,31
533,359
533,29
533,304
533,18
533,201
532,97
533,055
532,80
532,904
532,66
532,753
532,51
532,601
532,34
532,450
532,17
532,299
532,00
532,147
531,89
531,996
531,76
531,837
531,57
531,630
531,28
531,367
531,02
531,055
530,73
530,736
530,40
530,409
529,95
530,033
529,42
529,598
528,96
529,113
528,53
528,620
528,08
528,128
527,67
527,645
527,34
527,231
527,01
526,896
526,69
526,629
526,38
526,372
526,12
526,115
525,93
525,852
525,65
525,548
525,20
525,197
524,72
524,806
524,25
524,409
523,95
524,063
283 285 290 295 300 305 310 315 318
i=-0,03%
d=80.000m
i=-1,60%
d=40.000m
i=-2,46%
d=60.000m
i=-1,29%
d=60.000m
i=-0,76%
d=160.000m
PIV=EST.287+0.000
COTAPIV=533.358
PCV=EST.285+10,000
COTA:533,368
PTV=EST.288+10,000
COTA:533.131
k=82.845
e=0,054
Y=60.000
PIV=EST.298+0.000
COTAPIV=531.693
PCV=EST.296+10,000
COTA:531,920
PTV=EST.299+10,000
COTA:531.214
k=71.549
e=0,063
Y=60.000
PIV=EST.303+0.000
COTAPIV=530.098
PCV=EST.301+10,000
COTA:530,576
PTV=EST.304+10,000
COTA:529.359
k=69.238
e=0,065
Y=60.000
PIV=EST.315+0.000
COTAPIV=525.600
PCV=EST.313+10,000
COTA:525,986
PTV=EST.316+10,000
COTA:525.005
k=85.662
e=0,053
Y=60.000
PIV=EST.309+0.000
COTAPIV=527.143
PCV=EST.307+10,000
COTA:527,882
PTV=EST.310+10,000
COTA:526.757
k=50.994
e=0,088
Y=60.000
N
W
E
S
285 290 295 300 305 310 315 320

13. PERFIL ALINHAMENTO - eixo ciclovia
516
518
520
522
524
526
528
530
532
514
515
520
525
530
PERFIL ALINHAMENTO - eixo ciclovia
508
510
512
514
516
518
520
522
524
506
510
515
520
PERFIL ALINHAMENTO - eixo ciclovia
496
498
500
502
504
506
508
510
512
494
495
500
505
510
PERFIL ALINHAMENT
496
498
500
502
504
506
508
510
512
494
495
500
505
510
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
523,95
524,063
523,90
524,012
523,55
523,615
523,19
523,217
522,83
522,820
522,43
522,423
521,95
522,026
521,51
521,629
521,08
521,232
520,64
520,823
520,26
520,337
519,93
519,762
519,38
519,108
518,55
518,444
517,83
517,779
517,12
517,083
516,15
516,166
515,21
514,996
514,20
513,605
512,68
512,182
511,15
510,760
509,51
509,337
507,92
507,915
506,56
506,517
505,25
505,291
503,94
504,262
502,63
503,406
501,32
502,574
500,04
501,743
498,77
500,911
497,52
500,079
495,54
499,248
494,67
498,830
494,27
499,239
496,96
500,475
500,35
502,126
502,50
503,776503,13
504,271
318 320 325 330 335 340 345 350 354
i=-1,99%
d=200.000m
i=-3,32%
d=60.000m
i=-4,16%
d=110.000m
i=8,25%
d=90.500m
i=-7,11%
d=100.000m
PIV=EST.328+0.000
COTAPIV=520.437
PCV=EST.326+10,000
COTA:521,033
PTV=EST.329+10,000
COTA:519.440
k=44.893
e=0,100
Y=60.000
PIV=EST.334+0.000
COTAPIV=516.450
PCV=EST.332+10,000
COTA:517,447
PTV=EST.335+10,000
COTA:514.316
k=15.829
e=0,284
Y=60.000
PIV=EST.342+0.000
COTAPIV=505.070
PCV=EST.340+10,000
COTA:507,203
PTV=EST.343+10,000
COTA:503.822
k=20.308
e=0,222
Y=60.000
PIV=EST.350+10.000
COTAPIV=498.000
PCV=EST.349+0,000
COTA:499,248
PTV=EST.352+0,000
COTA:500.475
k=4.835
e=0,931
Y=60.000
N
W
E
S
320 325 330 335 340 345 350 355

14. PERFIL ALINHAMENTO - eixo ciclovia
504
506
508
510
512
514
516
518
520
522
502
505
510
515
520
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
503,13
504,271
504,59
505,426
506,52
507,076
508,10
508,633
509,14
509,590
510,14
510,454
511,24
511,318
512,37
512,181
513,23
513,032
513,75
513,788
514,30
514,437
514,87
514,992
515,44
515,533
515,92
516,075
516,40
516,605
517,00
517,056
517,06
517,417
516,66
517,699
517,35
517,969
518,03
518,239
518,38
518,510
518,79
518,766
519,21
518,919
518,95
518,956
518,16
518,891
518,00
518,811
519,00
518,739
519,36
518,724
518,50
518,773
518,38
518,878
518,30
518,991
518,52
519,104
518,73
519,217
519,22
519,330
519,56
519,434
519,80
519,477
519,43
519,463
354 355 360 365 370 375 380 385 389
i=4,32%
d=80.500m
i=2,71%
d=60.000m
i=1,35%
d=80.000m
i=-0,40%
d=40.000m
i=0,57%
d=100.000m
PIV=EST.357+0.000
COTAPIV=508.727
PCV=EST.356+10,500
COTA:507,943
PTV=EST.357+9,500
COTA:509.137
k=4.831
e=0,093
Y=19.000
PIV=EST.363+0.000
COTAPIV=513.909
PCV=EST.361+10,000
COTA:512,613
PTV=EST.364+10,000
COTA:514.721
k=37.247
e=0,121
Y=60.000
PIV=EST.369+0.000
COTAPIV=517.158
PCV=EST.367+10,000
COTA:516,345
PTV=EST.370+10,000
COTA:517.563
k=44.274
e=0,102
Y=60.000
PIV=EST.376+0.000
COTAPIV=519.051
PCV=EST.374+10,000
COTA:518,645
PTV=EST.377+10,000
COTA:518.931
k=34.255
e=0,131
Y=60.000
PIV=EST.389+0.000
COTAPIV=519.556
PCV=EST.387+10,000
COTA:519,387
k=56.522
e=0,080
Y=60.000
PIV=EST.381+0.000
COTAPIV=518.651
PCV=EST.379+10,000
COTA:518,771
PTV=EST.382+10,000
COTA:518.821
k=62.190
e=0,072
Y=60.000
N
W
E
S
355 360 365 370 375 380 385 390

15. PERFIL ALINHAMENTO - eixo ciclovia
510
512
514
516
518
520
522
524
526
508
510
515
520
525
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
519,43
519,463519,26
519,448
518,95
519,358
518,80
519,259
519,09
519,159
519,12
519,058
519,02
518,941
518,83
518,806
518,47
518,656
518,39
518,503
518,33
518,354
518,53
518,227
518,22
518,127
517,90
518,050
517,99
517,976
517,78
517,897
517,52
517,778
517,52
517,615
517,44
517,414
517,20
517,207
517,03
517,000
516,79
516,793
516,52
516,586
516,25
516,379
516,04
516,172
515,87
515,950
515,61
515,627
515,15
515,189
514,93
514,649
513,95
514,093
513,42
513,523
513,07
512,936
512,51
512,336
511,73
511,734
511,10
511,132
510,49
510,530
509,92
509,928
509,83
509,832
389390 395 400 405 410 415 420 425425
i=-0,76%
d=40.000m i=-0,37%
d=40.000m
i=-1,04%
d=140.000m
i=-2,77%
d=20.000m
i=-3,01%
d=100.000m
i=-0,50%
d=60.000m
PTV=EST.390+10,000
COTA:519.407
PIV=EST.395+0.000
COTAPIV=518.961
PCV=EST.393+10,000
COTA:519,110
PTV=EST.396+10,000
COTA:518.732
k=224.748
e=0,020
Y=60.000
PIV=EST.405+0.000
COTAPIV=517.828
PCV=EST.403+10,000
COTA:517,939
PTV=EST.406+10,000
COTA:517.517
k=90.160
e=0,050
Y=60.000
PIV=EST.415+0.000
COTAPIV=515.757
PCV=EST.413+10,000
COTA:516,068
PTV=EST.416+10,000
COTA:514.926
k=34.566
e=0,130
Y=60.000
PIV=EST.419+0.000
COTAPIV=513.540
PCV=EST.417+10,000
COTA:514,372
PTV=EST.420+10,000
COTA:512.637
k=250.750
e=0,018
Y=60.000
PIV=EST.400+0.000
COTAPIV=518.198
PCV=EST.398+10,000
COTA:518,427
PTV=EST.401+10,000
COTA:518.087
k=152.606
e=0,029
Y=60.000
N
W
E
S
25
EixodaRodovia
existente
AlambradoNovo
AlambradoAntigo
25
EixodaRodovia
10
GO-060
KM9+500M
2
4015
REFRESCOSBANDEIRANTES
15
286,7
15
25
aconstruir
10
3
6
15
3
100
3
R15
6 6
R20
390 395
400
405 410 415 420
425

16. PERFIL ALINHAMENTO - eixo ciclovia
500
502
504
506
508
510
512
514
516
498
500
505
510
515
PERFIL ALINHAMENTO - eixo ciclovia
486
488
490
492
494
496
498
500
502
484
485
490
495
500
PERFIL ALINHAMENTO - eixo ciclovia
488
490
492
494
496
498
500
502
504
486
490
495
500
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
509,83
509,832
509,37
509,314
508,53
508,616
507,55
507,823
506,60
506,945
505,74
506,056
504,94
505,167
504,13
504,277
503,33
503,374
502,20
502,372
500,94
501,258
499,67
500,044
498,26
498,817
496,80
497,590
495,33
496,363
493,77
495,136
492,00
493,909
490,27
492,681
488,77
491,454
488,76
490,313
488,51
489,771
488,50
489,914
488,44
490,656
489,48
491,484
490,66
492,312
491,85
493,139
493,00
493,967
494,14
494,795
495,18
495,623
496,05
496,451
496,97
497,273
498,08
498,050
499,15
498,778
499,77
499,461
500,39
500,138
500,89
500,805
501,15
501,169
425 430 435 440 445 450 455 460460
i=-4,45%
d=80.000m
i=4,14%
d=160.000m
i=3,39%
d=40.000m
i=-6,14%
d=160.000m
PIV=EST.427+0.000
COTAPIV=508.724
PCV=EST.425+10,000
COTA:509,627
PTV=EST.428+10,000
COTA:507.390
k=41.781
e=0,108
Y=60.000
PIV=EST.434+0.000
COTAPIV=502.499
PCV=EST.432+10,000
COTA:503,833
PTV=EST.435+10,000
COTA:500.658
k=35.517
e=0,127
Y=60.000
PIV=EST.456+0.000
COTAPIV=498.107
PCV=EST.454+10,000
COTA:496,865
PTV=EST.457+10,000
COTA:499.122
k=79.545
e=0,057
Y=60.000
PCV=EST.459+10,000
COTA:500,476
PIV=EST.445+0.000
COTAPIV=489.000
PCV=EST.443+10,000
COTA:490,841
PTV=EST.446+10,000
COTA:490.242
k=5.839
e=0,771
Y=60.000
N
W
E
S
425 430 435 440
445
450 455 460

17. PERFIL ALINHAMENTO - eixo ciclovia
498
500
502
504
506
508
510
512
514
516
496
500
505
510
515
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
501,15
501,169501,32
501,405
501,83
501,928
502,35
502,384
502,88
502,830
503,41
503,276
503,94
503,722
504,41
504,167
504,83
504,613
505,24
505,059
505,59
505,505
505,93
505,951
506,33
506,397
506,77
506,833
507,04
507,204
507,34
507,500
507,67
507,730
507,98
507,951
508,15
508,171
508,29
508,392
508,42
508,612
508,67
508,833
508,94
509,054
509,19
509,271
509,40
509,464
509,62
509,629
509,85
509,770
510,08
509,907
510,19
510,035
510,03
510,090
509,99
510,063
509,91
509,964
509,81
509,854
509,70
509,745
509,55
509,636
509,40
509,526
509,29
509,417
509,29
509,415
460 465 470 475 480 485 490 495 496
i=2,23%
d=200.000m
i=1,10%
d=140.000m
i=0,69%
d=40.000m
i=-0,55%
d=140.000m
PIV=EST.461+0.000
COTAPIV=501.492
PTV=EST.462+10,000
COTA:502.161
k=51.917
e=0,087
Y=60.000
PIV=EST.474+0.000
COTAPIV=507.289
PCV=EST.472+10,000
COTA:506,620
PTV=EST.475+10,000
COTA:507.620
k=53.264
e=0,084
Y=60.000
PIV=EST.484+0.000
COTAPIV=509.495
PCV=EST.482+10,000
COTA:509,164
PTV=EST.485+10,000
COTA:509.701
k=144.527
e=0,031
Y=60.000
PIV=EST.489+0.000
COTAPIV=510.183
PCV=EST.487+10,000
COTA:509,976
PTV=EST.490+10,000
COTA:510.019
k=48.590
e=0,093
Y=60.000
N
W
E
S
460 465 470 475 480 485 490 495

18. PERFIL ALINHAMENTO - eixo ciclovia
492
494
496
498
500
502
504
506
508
510
490
495
500
505
510
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
509,29
509,415
509,19
509,308
508,90
509,184
508,58
508,959
508,26
508,619
507,92
508,178
507,50
507,723
507,08
507,268
506,67
506,813
506,26
506,358
505,84
505,903
505,36
505,448
504,88
504,993
504,45
504,538
504,02
504,085
503,60
503,633
503,18
503,180
502,78
502,728
502,40
502,275
501,85
501,817
501,28
501,312
500,68
500,756
500,06
500,155
499,50
499,546
499,01
498,938
498,51
498,330
497,94
497,722
497,28
497,114
496,48
496,506
495,75
495,887
495,04
495,189
494,44
494,403
493,84
493,539
492,92
492,663
491,80
491,787
490,68
490,912490,17
490,518
496 500 505 510 515 520 525 530 531
i=-2,28%
d=140.000m
i=-2,26%
d=80.000m
i=-3,04%
d=140.000m
PIV=EST.499+0.000
COTAPIV=509.089
PCV=EST.497+10,000
COTA:509,253
PTV=EST.500+10,000
COTA:508.406
k=34.706
e=0,130
Y=60.000
PIV=EST.516+0.000
COTAPIV=501.371
PCV=EST.514+10,000
COTA:502,049
PTV=EST.517+10,000
COTA:500.459
k=77.054
e=0,058
Y=60.000
PIV=EST.526+0.000
COTAPIV=495.290
PCV=EST.524+10,000
COTA:496,202
PTV=EST.527+10,000
COTA:493.976
k=44.852
e=0,100
Y=60.000
PIV=EST.509+0.000
COTAPIV=504.537
PCV=EST.507+10,000
COTA:505,220
PTV=EST.510+10,000
COTA:503.859
k=4311.924
e=0,001
Y=60.000
N
W
E
S
495 500 505 510 515 520 525 530

19. PERFIL ALINHAMENTO - eixo ciclovia
484
486
488
490
492
494
496
498
500
502
482
485
490
495
500
PERFIL ALINHAMENTO - eixo ciclovia
474
476
478
480
482
484
486
488
490
492
472
475
480
485
490
PERFIL ALINHAMENTO - eixo ciclovia
462
464
466
468
470
472
474
476
478
480
460
465
470
475
480
PERFIL ALINHAMENTO - eixo ciclovia
448
450
452
454
456
458
460
462
464
466
446
450
455
460
465
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
490,17
490,518
489,52
490,036
488,35
489,160
487,61
488,285
486,95
487,409
486,37
486,533
485,79
485,658
484,99
484,782
484,06
483,906
483,09
483,031
482,14
482,155
481,35
481,279
480,63
480,399
479,94
479,515
479,20
478,627
477,92
477,717
476,61
476,661
475,25
475,438
473,91
474,068
472,80
472,677
471,54
471,286
470,16
469,895
468,71
468,504
467,26
467,113
465,85
465,722
464,45
464,331
462,66
462,934
460,75
461,492
458,88
460,001
457,09
458,466
454,82
456,924
452,50
455,383
451,19
453,902
449,87
452,841
449,06
452,260
448,82
452,100
448,60
452,012
531 535 540 545 550 555 560 565 566
i=-4,38%
d=280.000m
i=-4,44%
d=20.000m
i=-6,95%
d=160.000m
i=-7,71%
d=60.000m
PIV=EST.543+0.000
COTAPIV=480.404
PCV=EST.541+10,000
COTA:481,717
PTV=EST.544+10,000
COTA:479.071k=932.754
e=0,005
Y=60.000
PIV=EST.547+0.000
COTAPIV=476.850
PCV=EST.545+10,000
COTA:478,183
PTV=EST.548+10,000
COTA:474.763
k=23.882
e=0,188
Y=60.000
PIV=EST.558+0.000
COTAPIV=461.549
PCV=EST.556+10,000
COTA:463,635
PTV=EST.559+10,000
COTA:459.237
k=79.734
e=0,056
Y=60.000
PIV=EST.564+0.000
COTAPIV=452.300
PCV=EST.562+10,000
COTA:454,612
PTV=EST.565+10,000
COTA:452.150
k=8.325
e=0,541
Y=60.000
N
W
E
S
530 535 540 545 550 555 560 565

20. PERFIL ALINHAMENTO - eixo ciclovia
460
462
464
466
468
470
472
474
476
478
458
460
465
470
475
PERFIL ALINHAMENTO - eixo ciclovia
448
450
452
454
456
458
460
462
464
466
446
450
455
460
465
PERFIL ALINHAMENTO - eixo ciclovia
460
462
464
466
468
470
472
474
476
478
458
460
465
470
475
PERFIL ALINHAMENTO - eixo ciclovia
472
474
476
478
480
482
484
486
488
490
470
475
480
485
490
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
448,60
452,012
448,57
452,000
449,42
451,900
450,46
451,847
450,66
452,124
449,22
452,777
450,90
453,760
452,57
454,790
454,15
455,820
455,52
456,850
456,88
457,880
458,27
458,911
459,55
459,930
460,83
460,879
462,10
461,745
463,19
462,539
464,11
463,324
464,47
464,108
465,37
464,892
465,69
465,676
465,99
466,470
466,40
467,329
468,32
468,263
469,93
469,261
470,40
470,270
471,20
471,278
472,45
472,269
473,16
473,141
473,73
473,877
474,30
474,493
474,87
475,092
475,48
475,691
476,14
476,291
476,84
476,890
477,54
477,489
478,06
478,088
478,59
478,670478,75
478,829
566 570 575 580 585 590 595 600 602
PIV=EST.499+0.000
COTAPIV=509.089
i=5,15%
d=120.000m
i=5,04%
d=60.000m
i=3,00%
d=140.000m
i=3,92%
d=100.000m
PIV=EST.579+0.000
COTAPIV=460.971
PCV=EST.577+10,000
COTA:459,426
PTV=EST.580+10,000
COTA:462.147
k=48.820
e=0,092
Y=60.000
PIV=EST.593+0.000
COTAPIV=473.295
PCV=EST.591+10,000
COTA:471,782
PTV=EST.594+10,000
COTA:474.193
k=29.333
e=0,153
Y=60.000
PCV=EST.601+10,000
COTA:478,388
PIV=EST.570+0.000
COTAPIV=451.700
PCV=EST.568+10,000
COTA:451,850
PTV=EST.571+10,000
COTA:453.245
k=10.619
e=0,424
Y=60.000
PIV=EST.587+0.000
COTAPIV=467.245
PCV=EST.585+10,000
COTA:466,068
PTV=EST.588+10,000
COTA:468.757
k=53.567
e=0,084
Y=60.000
N
WE
S
565
570
575
580 585
590
595
600
605

21. PERFIL ALINHAMENTO - eixo ciclovia
474
476
478
480
482
484
486
488
490
472
475
480
485
490
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
478,75
478,829
479,11
479,134
479,51
479,461
479,72
479,669
479,92
479,860
480,08
480,051
480,22
480,241
480,34
480,422
480,45
480,530
480,55
480,556
480,58
480,509
480,46
480,451
480,34
480,394
480,24
480,336
480,40
480,279
480,27
480,221
480,08
480,154
479,89
480,021
479,69
479,811
479,42
479,534
479,14
479,248
478,83
478,961
478,49
478,680
478,29
478,437
478,17
478,236
478,06
478,072
477,94
477,898
477,59
477,615
477,32
477,209
476,71
476,693
475,83
476,162
475,34
475,632
474,71
475,101
474,09
474,570
473,61
474,039
473,19
473,520
472,92
473,186
602 605 610 615 620 625 630 635 637
i=0,95%
d=80.000m
i=-0,29%
d=120.000m
i=-1,43%
d=60.000m
i=-0,79%
d=20.000m
i=-2,65%
d=120.000m
PIV=EST.603+0.000
COTAPIV=479.287
PTV=EST.604+10,000
COTA:479.573
k=29.396
e=0,153
Y=60.000
PIV=EST.610+0.000
COTAPIV=480.623
PCV=EST.608+10,000
COTA:480,337
PTV=EST.611+10,000
COTA:480.537
k=48.304
e=0,093
Y=60.000
PIV=EST.619+0.000
COTAPIV=480.106
PCV=EST.617+10,000
COTA:480,193
PTV=EST.620+10,000
COTA:479.677
k=52.443
e=0,086
Y=60.000
PIV=EST.629+0.000
COTAPIV=477.755
PCV=EST.627+10,000
COTA:477,993
PTV=EST.630+10,000
COTA:476.959
k=32.219
e=0,140
Y=60.000
PIV=EST.625+0.000
COTAPIV=478.389
PCV=EST.623+10,000
COTA:478,818
PTV=EST.626+10,000
COTA:478.151
k=93.861
e=0,048
Y=60.000
PIV=EST.638+0.000
COTAPIV=472.977
PCV=EST.636+10,000
COTA:473,773
N
W
E
S
600 605 610 615 620 625 630 635 640

22. PERFIL ALINHAMENTO - eixo ciclovia
462
464
466
468
470
472
474
476
478
460
465
470
475
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
472,92
473,186
472,82
473,081
472,55
472,736
472,45
472,471
472,30
472,218
472,07
471,965
471,76
471,712
471,41
471,459
471,03
471,206
470,69
470,953
470,49
470,700
470,27
470,445
470,03
470,175
469,75
469,888
469,44
469,587
469,14
469,284
468,82
468,981
468,53
468,677
468,24
468,374
467,83
468,071
467,61
467,768
467,70
467,464
467,27
467,160
466,95
466,852
466,63
466,538
466,32
466,220
465,96
465,901
465,61
465,584
465,26
465,287
464,86
465,013
464,46
464,757
464,05
464,505
463,97
464,242
464,23
463,908
463,77
463,491
463,39
463,002
462,40
462,503
462,30
462,418
637 640 645 650 655 660 665 670 673
i=-1,27%
d=160.000m
i=-1,52%
d=160.000m
i=-1,26%
d=40.000m
i=-1,60%
d=40.000m
PIV=EST.649+0.000
COTAPIV=470.194
PCV=EST.647+10,000
COTA:470,573
PTV=EST.650+10,000
COTA:469.739k=239.097
e=0,019
Y=60.000
PIV=EST.660+0.000
COTAPIV=466.858
PCV=EST.658+10,000
COTA:467,313
PTV=EST.661+10,000
COTA:466.379
k=757.801
e=0,006
Y=60.000
PIV=EST.670+0.000
COTAPIV=464.000
PCV=EST.668+10,000
COTA:464,379
PTV=EST.671+10,000
COTA:463.251
k=48.660
e=0,092
Y=60.000
PIV=EST.638+0.000
COTAPIV=472.977
PTV=EST.639+10,000
COTA:472.598
k=43.194
e=0,104
Y=60.000
PIV=EST.665+0.000
COTAPIV=465.262
PCV=EST.663+10,000
COTA:465,741
PTV=EST.666+10,000
COTA:464.884
k=180.196
e=0,025
Y=60.000
N
W
E
S
640 645 650 655 660 665
670
675

23. PERFIL ALINHAMENTO - eixo ciclovia
458
460
462
464
466
468
470
472
474
476
456
460
465
470
475
PERFIL ALINHAMENTO - eixo ciclovia
446
448
450
452
454
456
458
460
462
464
444
445
450
455
460
PERFIL ALINHAMENTO - eixo ciclovia
434
436
438
440
442
444
446
448
450
452
432
435
440
445
450
PERFIL ALINHAMENTO - eixo
434
436
438
440
442
444
446
448
450
452
432
435
440
445
450
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
PERFIL ALINHAMENTO - eixo ciclovia
462,30
462,418
461,82
462,004
461,40
461,505
460,89
461,005
460,35
460,506
459,86
460,007
459,37
459,508
459,10
459,009
458,84
458,510
458,22
458,011
457,33
457,516
456,78
457,025
456,42
456,538
456,22
456,051
455,69
455,564
455,10
455,071
454,37
454,533
453,84
453,943
452,67
453,308
451,66
452,651
451,86
451,866
451,03
450,932
449,94
449,863
448,85
448,773
447,77
447,683
446,73
446,593
445,69
445,502
444,64
444,412
443,59
443,322
442,54
442,232
441,49
441,141
440,43
440,051
438,89
438,961
437,10
437,871
435,44
436,780
433,92
435,713
434,20
435,148
673 675 680 685 690 695 700 705 708
i=-2,50%
d=200.000m
i=-2,43%
d=60.000m
i=-3,21%
d=20.806m
i=-5,45%
d=259.194m
PIV=EST.689+0.000
COTAPIV=454.591
PCV=EST.687+10,000
COTA:455,321
PTV=EST.690+10,000
COTA:453.629
k=77.761
e=0,058
Y=60.000
PIV=EST.693+0.806
COTAPIV=452.000
PCV=EST.691+10,806
COTA:452,962
PTV=EST.694+10,806
COTA:450.365
k=26.722
e=0,168
Y=60.000
PIV=EST.683+0.000
COTAPIV=457.512
PCV=EST.681+10,000
COTA:458,260
PTV=EST.684+10,000
COTA:456.781
k=980.872
e=0,005
Y=60.000
PIV=EST.709+0.000
COTAPIV=434.600
PCV=EST.707+10,000
COTA:436,235
N
W
E
S
675 680 685
690 695 700 705 710

24. PERFIL ALINHAMENTO - eixo ciclovia
428
430
432
434
436
438
440
442
444
446
426
430
435
440
445
COTAS
TERRENO/PROJETO
ESTAQUEAMENTO
434,20
434,202
433,91
433,911
432,75
432,746
431,68
431,676
430,75
430,753
429,99
429,988
429,48
429,476
429,00
429,000
429,20
429,198
429,32
429,325
429,20
429,196
429,13
429,126
429,22
429,220
429,54
429,537
430,17
430,168
429,87
429,873
430,28
430,279
430,47
430,472
430,63
430,626
431,30
431,305
431,98
431,983
432,66
432,660
433,28
433,280
433,90
433,901
434,57
434,573
435,29
435,287
436,02
436,018
436,84
436,836
437,82
437,819
438,78
438,779
708 710 715 720 725 730 735 737
i=4,86%
d=46.757m
i=2,54%
d=150.000mi=-2,68%
d=90.000m
PIV=EST.737+16,757
PIV=EST.709+0.000
COTAPIV=434.600
PTV=EST.710+10,000
COTA:433.795
k=21.665
e=0,208
Y=60.000
PIV=EST.720+0.000
COTAPIV=428.700
PCV=EST.715+0,000
COTA:431,382
PTV=EST.725+0,000
COTA:431.238
k=38.318
e=1,305
Y=200.000
PIV=EST.734+0.000
COTAPIV=435.805
PCV=EST.732+10,000
COTA:435,044
PTV=EST.735+10,000
COTA:437.264
k=25.803
e=0,174
Y=60.000
N
W
E
S
705
710 715 720 725 730 735 737