Reconstruction of the local road — section ul. John Paul II in Zator. (Q113019): Difference between revisions
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(Removed claim: summary (P836): The project is designed to rebuild a section of the municipal road No 510404K with a length of time. 503 mb and road width variable from. 5,3 mb up to 6,0 mb within an existing road lane with compliant parameters with separation and conversion of combined sewage and storm-water sewerage, reconstruction of a one-way street and street lighting. The investment in question consists of: pavement remodelling of pavement of a bituminous road at ul. J...) |
(Created claim: summary (P836): The subject of the project is the reconstruction of the section of communal road No. 510404K by dł. 503 mb and variable road width from. 5.3 m to 6.0 mb within the existing road lane with parameters complying with the existing regulations, including separation and reconstruction of general and rainwater sewerage, reconstruction of one-sided pavement and street lighting. The investment in question consists of: reconstruction of the bituminous roa...) |
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The subject of the project is the reconstruction of the section of communal road No. 510404K by dł. 503 mb and variable road width from. 5.3 m to 6.0 mb within the existing road lane with parameters complying with the existing regulations, including separation and reconstruction of general and rainwater sewerage, reconstruction of one-sided pavement and street lighting. The investment in question consists of: reconstruction of the bituminous road pavement throughout the street. John Paul II and at intersection inlets; redevelopment of the junction with Słowackiego Street and Królewska Street a crossroads erected with paving stone reconstruction; reconstruction of the right-hand side of the groundside; reconstruction of the drainage system for the construction of rainwater drainage; reconstruction of existing exits; execution of vertical and horizontal marking devices and BRD devices; the values of the parameters necessary for the execution of the project documentation were adopted in accordance with the publications cited in point 1 of this study: Category of road: commune; Road class: Of aggregate; Design speed: 40kmh; Category of traffic: COR 3; A cross-section: top 2, 1x2; Lane width: 3.00 m; Width of the side: 1.00 m; Width of the pavement: 1.50 2.00 m; Lateral inclination of the road: visceral 2; Lateral inclination of the side: 7;According to the agreement with the Road Manager, the KR3 traffic category was adopted on the design sections. (English) | |||||||||||||||
| Property / summary: The subject of the project is the reconstruction of the section of communal road No. 510404K by dł. 503 mb and variable road width from. 5.3 m to 6.0 mb within the existing road lane with parameters complying with the existing regulations, including separation and reconstruction of general and rainwater sewerage, reconstruction of one-sided pavement and street lighting. The investment in question consists of: reconstruction of the bituminous road pavement throughout the street. John Paul II and at intersection inlets; redevelopment of the junction with Słowackiego Street and Królewska Street a crossroads erected with paving stone reconstruction; reconstruction of the right-hand side of the groundside; reconstruction of the drainage system for the construction of rainwater drainage; reconstruction of existing exits; execution of vertical and horizontal marking devices and BRD devices; the values of the parameters necessary for the execution of the project documentation were adopted in accordance with the publications cited in point 1 of this study: Category of road: commune; Road class: Of aggregate; Design speed: 40kmh; Category of traffic: COR 3; A cross-section: top 2, 1x2; Lane width: 3.00 m; Width of the side: 1.00 m; Width of the pavement: 1.50 2.00 m; Lateral inclination of the road: visceral 2; Lateral inclination of the side: 7;According to the agreement with the Road Manager, the KR3 traffic category was adopted on the design sections. (English) / rank | |||||||||||||||
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| Property / summary: The subject of the project is the reconstruction of the section of communal road No. 510404K by dł. 503 mb and variable road width from. 5.3 m to 6.0 mb within the existing road lane with parameters complying with the existing regulations, including separation and reconstruction of general and rainwater sewerage, reconstruction of one-sided pavement and street lighting. The investment in question consists of: reconstruction of the bituminous road pavement throughout the street. John Paul II and at intersection inlets; redevelopment of the junction with Słowackiego Street and Królewska Street a crossroads erected with paving stone reconstruction; reconstruction of the right-hand side of the groundside; reconstruction of the drainage system for the construction of rainwater drainage; reconstruction of existing exits; execution of vertical and horizontal marking devices and BRD devices; the values of the parameters necessary for the execution of the project documentation were adopted in accordance with the publications cited in point 1 of this study: Category of road: commune; Road class: Of aggregate; Design speed: 40kmh; Category of traffic: COR 3; A cross-section: top 2, 1x2; Lane width: 3.00 m; Width of the side: 1.00 m; Width of the pavement: 1.50 2.00 m; Lateral inclination of the road: visceral 2; Lateral inclination of the side: 7;According to the agreement with the Road Manager, the KR3 traffic category was adopted on the design sections. (English) / qualifier | |||||||||||||||
point in time: 20 October 2020
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Revision as of 11:59, 20 October 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Reconstruction of the local road — section ul. John Paul II in Zator. |
Project in Poland financed by DG Regio |
Statements
1,094,451.21 zloty
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1,459,268.29 zloty
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75.0 percent
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2 October 2017
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30 September 2019
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GMINA ZATOR
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Przedmiotem projektu jest przebudowa odcinka drogi gminnej nr 510404K o dł. 503 mb i zmiennej szerokości jezdni od. 5,3 mb do 6,0 mb w ramach istniejącego pasa drogowego o parametrach zgodnych z isyniejącymi przepisami wraz z rozdzieleniem i przebudową kanalizacji ogólnospławnej i deszczowej, przebudową chodnika jednostronnego i oświetlenia ulicznego. Przedmiotowa inwestycja polega na: przebudowie nawierzchni jezdni bitumicznej w ciągu ul. Jana Pawła II oraz na wlotach skrzyżowań; przebudowie skrzyżowania z ulicą Słowackiego i ulicą Królewską skrzyżowanie wyniesione o nawierzchni z kostki brukowej przebudowie chodników; przebudowie prawostronnego pobocza gruntowego; przebudowie systemu odwodnienia budowie kanalizacji deszczowej; przebudowie istniejących zjazdów; wykonaniu urządzeń oznakowania pionowego i poziomego oraz urządzeń BRD; regulacji wysokościowej i zabezpieczenia urządzeń podziemnych.Wartości parametrów niezbędnych do wykonania przedmiotowej dokumentacji projektowejprzyjmowano zgodnie z publikacjami przytoczonymi w punkcie 1 niniejszego opracowania: Kategoria drogi: gminna; Klasa drogi: Z zbiorcza; Prędkość projektowa: 40kmh; Kategoria ruchu: KR 3; Przekrój: daszkowy 2, 1x2; Szerokość pasa ruchu: 3.00m; Szerokość pobocza: 1.00m; Szerokość chodnika: 1.50 2.00m; Pochylenie poprzeczne jezdni: daszkowe 2; Pochylenie poprzeczne pobocza: 7;Zgodnie z uzgodnieniem z Zarządcą Drogi przyjęto kategorię ruchu KR3 na projektowanych odcinkach. (Polish)
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The subject of the project is the reconstruction of the section of communal road No. 510404K by dł. 503 mb and variable road width from. 5.3 m to 6.0 mb within the existing road lane with parameters complying with the existing regulations, including separation and reconstruction of general and rainwater sewerage, reconstruction of one-sided pavement and street lighting. The investment in question consists of: reconstruction of the bituminous road pavement throughout the street. John Paul II and at intersection inlets; redevelopment of the junction with Słowackiego Street and Królewska Street a crossroads erected with paving stone reconstruction; reconstruction of the right-hand side of the groundside; reconstruction of the drainage system for the construction of rainwater drainage; reconstruction of existing exits; execution of vertical and horizontal marking devices and BRD devices; the values of the parameters necessary for the execution of the project documentation were adopted in accordance with the publications cited in point 1 of this study: Category of road: commune; Road class: Of aggregate; Design speed: 40kmh; Category of traffic: COR 3; A cross-section: top 2, 1x2; Lane width: 3.00 m; Width of the side: 1.00 m; Width of the pavement: 1.50 2.00 m; Lateral inclination of the road: visceral 2; Lateral inclination of the side: 7;According to the agreement with the Road Manager, the KR3 traffic category was adopted on the design sections. (English)
20 October 2020
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Identifiers
RPMP.07.01.03-12-1068/17
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