PROJETO GEOMÉTRICO

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10,0

0

7,00

10,00

10,0

07,

00

R10,0

0

1,50 1,50

1,50

1,50

1

ED

2

CBA ED

CBA

1

2

FORMATO - A1

841x594mm

1:500

LEGENDA

AGOSTO/2020

PREFEITURA MUNICIPAL DE CONCEIÇÃO

DO MATO DENTRO

EMISSÃO INICIAL00 31/01/2020EXE LETÍCIA SILVA POLIANA BIGÃO

PLANTA GERAL

PROJETO DE INFRAESTRUTURA VIÁRIA

PROJETO GEOMÉTRICO

PRJ-GEO

1. PROJETO GEOMÉTRICO EM PLANTA SOBRE LEVANTAMENTO TOPOGRÁFICO PLANIALTIMÉTRICO DE

CAMPO COM CURVAS DE NÍVEL 1/1 METRO.

2. COORDENADAS TOPOGRÁFICAS GEOREFERENCIADAS DATUM SIRGAS2000, FUSO 23, MC-45°.

TALUDE

EDIFICAÇÃO

CERCA DIVISA

XX

CURVAS DE NÍVEL

MEIO FIO EXISTENTE

BORDO EXISTENTE

EIXO PROJETADO

BORDO TOTAL

BORDO PASSEIO

OFFSET

OFFSET

1

PRJ-EXE-GEO-CMD-HEC-0101-REV01

01

03

OBSERVAÇÕES GERAIS:

PROJETA CONSULTORIA E SERVIÇOS

SILVA

DANILO VITOR RESPONSÁVEL DA CONTRATANTE

OBSERVAÇÕES

DESCRIÇÃO DATAREVISÃO

APV - APROVADO

TIPOS

ATP - ANTEPROJETO

DE

EMISSÃO

BSC - BÁSICO

EXE - EXECUTIVO ASB - "AS BUILT"

PCT - P/ CONSTRUÇÃO

CNC - CANCELADO

TIPO ELABORADO VERIFICADO

PROJETADAS

CORTE

ATERRO

REVISÃO01 26/06/2020EXE STÉFANY CASTRO POLIANA BIGÃO

MURO

REVISÃO02 03/09/2020EXE POLIANA BIGÃO POLIANA BIGÃO

AutoCAD SHX Text

E(X)=664200

AutoCAD SHX Text

E(X)=664250

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E(X)=664200

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E(X)=664300

AutoCAD SHX Text

E(X)=664250

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E(X)=664300

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E(X)=664350

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E(X)=664350

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E(X)=664450

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E(X)=664400

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E(X)=664400

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E(X)=664450

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N(Y)=7895300

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N(Y)=7895250

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N(Y)=7895250

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N(Y)=7895350

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N(Y)=7895300

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N(Y)=7895450

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N(Y)=7895350

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N(Y)=7895400

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N(Y)=7895400

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N(Y)=7895450

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BL CT:694,662 CF:693,704

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BL CT:694,960 CF:694,141

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ESTACA= E0+0.00 N(Y)= 7.895.346,0380 E(X)= 664.278,3519

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ESTACA= E5+1.15 N(Y)= 7.895.364,0411 E(X)= 664.367,0425

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ESTACA= E0+0.00 N(Y)= 7.895.388,7995 E(X)= 664.327,1134

AutoCAD SHX Text

ESTACA= E4+5.50 N(Y)= 7.895.343,7431 E(X)= 664.399,7780

AutoCAD SHX Text

ESTACA= E0+0.00 N(Y)= 7.895.304,0317 E(X)= 664.271,2757

AutoCAD SHX Text

ESTACA= E11+18.75 N(Y)= 7.895.407,1714 E(X)= 664.347,8814

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ESTACA= E0+0.00 N(Y)= 7.895.412,6810 E(X)= 664.369,0247

AutoCAD SHX Text

ESTACA= E13+11.05 N(Y)= 7.895.280,8916 E(X)= 664.269,6337

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C1

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C2

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C3

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C4

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C5

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C6

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C7

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C8

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RUA DE GINÁSIO

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MURO TOTAL: 203m

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RUA DANIEL DE CARVALHO, Nº161 - CENTRO/MG CONCEIÇÃO DO MATO DENTRO-MG - CEP.: 35860-000 TEL.: (31) 3868-2245

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105

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100

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105

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100

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15

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LOTEAMENTO HEBERT CARNEIRO - MUNICÍPIO DE CONCEIÇÃO DO MATO DENTRO/MG

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ALAMEDA OSCAR NIEMAYER, Nº500, SALAS 503 E 507 - VALE DO SERENO NOVA LIMA-MG - CEP.: 34.006-056 TEL.: (31) 3347-4405 / (31) 3347-7079 / (31) 3571-1920 EMAIL: [email protected]

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CREA - 201381/D

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AUTORIA DO PROJETO:

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TÍTULO DOS DESENHOS:

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DIREITOS AUTORAIS RESERVADOS; PROIBIDO REPRODUÇÃO, DIVULGAÇÃO OU ALTERAÇÃO SEM ORDEM EXPRESSA DO AUTOR.

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PRANCHA:

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DATA:

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ESCALA:

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CÓDIGO:

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ELABORAÇÃO:

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CONTRATANTE DO PROJETO:

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REALIZAÇÃO:

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10,00

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1,50

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3 %%%

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7,00

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3 %%%

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1,50

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PASSEIO

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PASSEIO

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PISTA DE ROLAMENTO

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VIA LOCAL - 10 m

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10,00

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1,50

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3 %%%

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7,00

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3 %%%

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1,50

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PASSEIO

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PASSEIO

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PISTA DE ROLAMENTO

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VIA LOCAL - 10 m

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SEÇÃO TIPO - RUA 02

1

ED

2

CBA ED

CBA

1

2

FORMATO - A1

841x594mm

1:1000

LEGENDA

AGOSTO/2020


DO MATO DENTRO


PERFIL LONGITUDINAL


PROJETO GEOMÉTRICO

PRJ-GEO




TERRENO NATURAL

GREIDE

1


02

03



SILVA


OBSERVAÇÕES


APV - APROVADO

TIPOS

ATP - ANTEPROJETO

DE

EMISSÃO

BSC - BÁSICO



CNC - CANCELADO




QUADRO DE CURVAS

AutoCAD SHX Text

PERFIL AVENIDA 02

AutoCAD SHX Text

695

AutoCAD SHX Text

700

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705

AutoCAD SHX Text

710

AutoCAD SHX Text

715

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720

AutoCAD SHX Text

725

AutoCAD SHX Text

730

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735

AutoCAD SHX Text

740

AutoCAD SHX Text

690

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695

AutoCAD SHX Text

700

AutoCAD SHX Text

705

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710

AutoCAD SHX Text

715

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720

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725

AutoCAD SHX Text

730

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735

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740

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COTAS TERRENO/PROJETO

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ESTAQUEAMENTO

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I=12,00% D=20,00

AutoCAD SHX Text

I=20,00% D=20,00

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I=12,00% D=10,00

AutoCAD SHX Text

I=18,00% D=16,09

AutoCAD SHX Text

I=4,81% D=77,14

AutoCAD SHX Text

699,24

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699,255

AutoCAD SHX Text

701,59

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701,655

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704,25

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704,455

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708,29

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708,055

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712,59

AutoCAD SHX Text

712,055

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717,01

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715,655

AutoCAD SHX Text

719,10

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718,455

AutoCAD SHX Text

721,60

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721,005

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725,81

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724,455

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729,02

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727,597

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729,73

AutoCAD SHX Text

729,018

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730,19

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729,981

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731,22

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730,944

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733,64

AutoCAD SHX Text

731,907

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0

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11

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12

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13

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14

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15

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PERFIL RUA 01

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705

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710

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715

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720

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725

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700

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705

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710

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715

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720

AutoCAD SHX Text

725

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ESTAQUEAMENTO

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I=3,92% D=5,50

AutoCAD SHX Text

I=12,36% D=40,00

AutoCAD SHX Text

705,58

AutoCAD SHX Text

705,583

AutoCAD SHX Text

708,54

AutoCAD SHX Text

708,055

AutoCAD SHX Text

709,40

AutoCAD SHX Text

710,528

AutoCAD SHX Text

712,43

AutoCAD SHX Text

712,578

AutoCAD SHX Text

715,24

AutoCAD SHX Text

713,784

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0

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1

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2

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3

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4

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5

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6

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PIV=EST.5+0.000 COTA PIV=716.055

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PCV=EST.4+0,000 COTA: 712,055

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PTV=EST.6+0,000 COTA:718.455

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k=5.000 e=0,400 Y=40.000

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PCV=EST.8+6,087 COTA: 725,551

AutoCAD SHX Text

PTV=EST.9+13,913 COTA:728.725

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k=2.110 e=0,459 Y=27.826

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PCV=EST.1+0,000 COTA: 701,655

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PTV=EST.3+0,000 COTA:708.055

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k=5.000 e=0,400 Y=40.000

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PCV=EST.6+10,000 COTA: 719,655

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PTV=EST.7+10,000 COTA:722.655

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k=3.333 e=0,150 Y=20.000

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PIV= EST.0+0,000

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COTA:699,255

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PIV= EST.13+11,049

AutoCAD SHX Text

COTA:732,439

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PCV=EST.2+0,000 COTA: 710,528

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PTV=EST.4+0,000 COTA:713.784

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k=4.739 e=0,422 Y=40.000

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PIV= EST.0+0,000

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COTA:705,583

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PIV= EST.4+5,500

AutoCAD SHX Text

COTA:714,000

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QUADRO DE CURVAS AVENIDA 02

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Nº

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C6

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C7

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C8

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AC

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113°44'35"

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35°34'08"

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31°29'16"

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R (m)

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34,38

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35,38

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34,62

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T (m)

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52,68

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11,35

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9,76

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D (m)

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68,25

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21,96

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19,03

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PC

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2+12,55

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7+19,59

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10+10,45

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PT

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6+0,80

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9+1,56

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11+9,47

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PONTO

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N E

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N E

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N E

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PC

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7895381,8381 664411,5733

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7895304,7415 664375,2643

AutoCAD SHX Text

7895302,6942 664325,3996

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PI

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7895350,9189 664454,2273

AutoCAD SHX Text

7895299,0125 664365,4678

AutoCAD SHX Text

7895303,5872 664315,6807

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PT

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7895324,3244 664408,7510

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7895300,0509 664354,1667

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7895299,2724 664306,9264

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CREA - 201381/D

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AUTORIA DO PROJETO:

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PRANCHA:

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DATA:

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ESCALA:

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CÓDIGO:

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ELABORAÇÃO:

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REALIZAÇÃO:

1

ED

2

CBA ED

CBA

1

2

FORMATO - A1

841x594mm

1:1000

LEGENDA

AGOSTO/2020


DO MATO DENTRO


PERFIL LONGITUDINAL


PROJETO GEOMÉTRICO

PRJ-GEO




TERRENO NATURAL

GREIDE

1


03

03



SILVA


OBSERVAÇÕES


APV - APROVADO

TIPOS

ATP - ANTEPROJETO

DE

EMISSÃO

BSC - BÁSICO



CNC - CANCELADO




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PERFIL PISTA DE CAMINHADA

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700

AutoCAD SHX Text

705

AutoCAD SHX Text

710

AutoCAD SHX Text

715

AutoCAD SHX Text

720

AutoCAD SHX Text

725

AutoCAD SHX Text

730

AutoCAD SHX Text

735

AutoCAD SHX Text

695

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700

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705

AutoCAD SHX Text

710

AutoCAD SHX Text

715

AutoCAD SHX Text

720

AutoCAD SHX Text

725

AutoCAD SHX Text

730

AutoCAD SHX Text

735

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ESTAQUEAMENTO

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I=-2.50% D=20.000

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I=-11.91% D=48.752

AutoCAD SHX Text

I=-8.62% D=130.000

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729,76

AutoCAD SHX Text

725,066

AutoCAD SHX Text

727,61

AutoCAD SHX Text

723,342

AutoCAD SHX Text

727,23

AutoCAD SHX Text

721,618

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725,31

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719,895

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726,54

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718,171

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725,07

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716,447

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720,63

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714,724

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716,73

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713,153

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710,79

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712,500

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708,93

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711,765

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706,78

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709,617

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703,37

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707,234

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0

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2

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3

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4

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5

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6

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9

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10

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11

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12

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13

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PCV=EST.8+10,000 COTA: 712,250

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PTV=EST.9+10,000 COTA:710.809

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k=2.124 e=0,235 Y=20.000

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AutoCAD SHX Text

PCV=EST.6+10,000 COTA: 713,862

AutoCAD SHX Text

PTV=EST.7+10,000 COTA:712.750

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k=3.269 e=0,153 Y=20.000

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PIV= EST.0+0,000

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COTA:725,066

AutoCAD SHX Text

PIV= EST.11+18,752

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COTA:705,000

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QUADRO DE CURVAS PISTA DE CAMINHADA

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Nº

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C2

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C3

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C4

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C5

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AC

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42°47'25"

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52°48'11"

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11°10'40"

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102°33'55"

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R (m)

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21,75

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19,25

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91,25

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13,75

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T (m)

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8,52

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9,56

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8,93

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17,15

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D (m)

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16,24

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17,74

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17,80

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24,61

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PC

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2+14,74

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4+3,18

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5+13,79

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7+6,62

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PT

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3+10,98

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5+0,92

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6+11,59

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8+11,23

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PONTO

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N E

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N E

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N E

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N E

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PC

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7895323,0282 664322,6126

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7895318,0634 664349,7452

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7895325,7311 664377,9363

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7895346,1128 664403,5887

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PI

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7895325,9855 664330,6046

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7895314,4088 664358,5752

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7895330,2388 664385,6444

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7895357,4775 664416,4355

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PT

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7895322,7266 664338,4784

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7895319,2330 664366,8246

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7895336,1552 664392,3324

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7895367,5442 664402,5482

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PERFIL RUA 02

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710

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715

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720

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725

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730

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705

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710

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715

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720

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725

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730

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ESTAQUEAMENTO

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I=7,86% D=1,49

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I=15,00% D=3,07

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I=-5.00% D=1.341

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I=-20.50% D=18.266

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716,88

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716,881

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721,06

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719,314

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722,10

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720,160

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721,10

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718,215

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717,43

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714,219

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711,36

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711,397

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0

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1

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2

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3

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4

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5

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6

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7

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PCV=EST.0+14,558 COTA: 718,601

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PTV=EST.3+5,442 COTA:717.203

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k=1.433 e=2,258 Y=50.884

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PCV=EST.0+1,489 COTA: 716,998

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PTV=EST.0+11,489 COTA:718.141

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k=1.400 e=0,089 Y=10.000

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PIV=EST.4+11.757 COTA PIV=711.809

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PCV=EST.4+3,708 COTA: 713,459

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PTV=EST.4+19,807 COTA:711.406

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k=1.039 e=0,312 Y=16.099

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PIV= EST.0+0,000

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COTA:716,881

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PIV= EST.5+1,148

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COTA:711,339

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QUADRO DE CURVAS RUA 02

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Nº

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C1

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AC

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70°07'24"

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R (m)

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50,00

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T (m)

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35,09

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D (m)

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61,19

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PC

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0+13,06

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PT

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3+14,25

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PONTO

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N E

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PC

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7895339,7819 664289,8138

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PI

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7895322,9700 664320,6150

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PT

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7895346,2204 664346,8976

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CREA - 201381/D

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AUTORIA DO PROJETO:

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PRANCHA:

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DATA:

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ESCALA:

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CÓDIGO:

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ELABORAÇÃO:

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REALIZAÇÃO:

PROJETO GEOMÉTRICO

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