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JOBS COMPLETED


INFRA PROJEKTY

 

JOB TITLE

 

 

INVESTOR

 

DATE

 

WATERMAIN IN JASTRZEBIE ZDROJ - dia 225

WATERBOARD IN JASTRZEBIE ZDROJ

September 2014

FOUL DRAINAGE SYSTEM ON THE AREA ADJACENT TO SPORTOWA STREET IN JASTRZEBIE-ZDROJ

WATERBOARD IN JASTRZEBIE ZDROJ

May 2014

THE DRAINAGE FOUL SYSTEM FOR EXISTING AND PLANNED BUILDINGS AT KOMUNY PARYSKIEJ STREET IN JASTRZEBIE-ZDROJ

WATERBOARD IN JASTRZEBIE ZDROJ

February 2014

EXISTING WATERMAIN SYSTEM EVALUATION 
ON THE AREA OF UNILEVER PLANT
REGARDING PRODUCTION INCREASE AGENDA

 „UNILEVER” FACTORY IN KATOWICE

October 2013

THE DRAINAGE DESIGN FOR EXISTING AND PLANNED BUILDINGS ALONG SZOTKOWICKA STREET IN JASTRZEBIE-ZDROJ

WATERBOARD IN JASTRZEBIE ZDROJ

December 2013

MODERNIZATION OF WATER SUPPLYING SYSTEM ON EDF HEATING STATION IN KRAKOW

HEATING STATION EDF IN KRACOW

February 2014

FOUL DRAINAGE SYSTEM IN PIELGRZYMOWICE COUNTY

PIELGRZYMOWICE COUNTY COUNCIL

December 2013

FOUL AND STORM WATER DRAINAGE DESIGN RECONSTRUCTION 
IN MARCEL COAL MINE IN RADLIN

MARCEL COAL MINE

May2012

THE ROAD LAYUOT AND SERVICES DESIGN IN THE RESIDENTIAL AREA AT KRASICKIEGO STREET IN MYSZKOW

MYSZKOW CITY COUNCIL

April 2012

INVESTMENT AREA AROUND DEBOWA WATER RESERVOIR

RENSKA WIES CITY COUNCIL

June 2011

PRELIMINARY PROPOSED SCHEME FOR TREATED FOUL DISCHARGE FROM THE AREA OF UNILEVER PLANT

UNILEVER FACTORY IN KATOWICE

November 2011

SUPPLEMENT OF THE EXISTING WATERMAN SYSTEM INCLUDING MAINS AND BUILDINGS CONNECTIONS IN THE AREA OF BIELINY COUNTY

BIELINY CITY COUNCIL

August 2011

THE PROPOSED CONCEPT OF PROPERTY DEVELOPMENT INSIDE THE AREA OF THE PLOT 5/26 ADJACENT TO OLSZEWSKIEGO STREET IN KIELCE

KIELCE MODERN TECHNOLOGY CENTRE

January 2010

FOUL DRAINAGE SYSTEM ON THE AREA ADJACENT TO SPORTOWA STREET IN JASTRZEBIE-ZDROJ


Jastrzebie-Zdroj, may 2014

The design objective was to provide foul drainage network for local buildings at  Sportowa Street and Spoldzielcza Street In Jastrzebie on the area approx. 10ha.

There are 3 independent mains proposed connected to existing drainage in 3 different places. The connection places and drainage location were confirmed with local land owners, road department, city council and services boards. The proposed drainage is to operate for existing and future buildings in the area. 

The lengths of proposed drainage:

DN200                        - 1353,0 m

DN150                        - 161,0m

MODERNIZATION OF WATER SUPPLYING SYSTEM ON EDF HEATING STATION IN KRAKOW


Krakow, February 2014

The job included: 

·          Calculatng of existing water requirements;

·         Analyzing system stability and maintaining costs;

·         Calculating new pipe diameters regarding capacities and available pressure;

·          Calculating the real hydraulic loses and flows for existing and  proposed watermain;

·          Longsections for the proposed watermain indicating pressure line along the pipe;

·         Checking out operating pressure sufficiency;

·         Checking out the operating velocities in pipes;

·         Drawings issue for existing and proposed watermain network;

THE DRAINAGE FOUL SYSTEM FOR EXISTING AND PLANNED BUILDINGS AT KOMUNY PARYSKIEJ STREET IN JASTRZEBIE-ZDROJ


Jastrzebie-Zdroj, February 2014

The drainage was designed for residential buildings along Komuny Paryskiej Street on the area of 1,5 ha.

The scheme included main sewers design together with side connections to the plot borders. The connection manhole is located in carriage area and the design was to incorporate all the changes regarding proposed road reconstruction.


The lengths of the sewers:

DN200                  - 165,0m;

DN150                  - 9,0m;

THE DRAINAGE DESIGN FOR EXISTING AND PLANNED BUILDINGS ALONG SZOTKOWICKA STREET IN JASTRZEBIE-ZDROJ


Jastrzebie - Zdroj, December 2013

The drainage design was to include existing and future residential buildings on the area of 1,5ha.

The lenghs of the proposed drainage:

DN200                       - 190,0m;

DN150                       - 30,0m;

Total:                          - 220,0m;

EXISTING WATERMAIN SYSTEM EVALUATION ON THE AREA OF UNILEVER PLANT REGARDING PRODUCTION INCREASE AGENDA


Katowice, October 2013

The purpose was to evaluate the possible modernization methods regarding expected water consumption  increase.

FOUL DRAINAGE SYSTEM IN PIELGRZYMOWICE COUNTY


Pawłowice, December 2013

The design was to allow to discharge foul outfalls into common drainage system for villages located in Pawlowice County and the City Jastrzebie Zdrój.

The drainage was designed for existing and planned buildings as well. Some difficulties came from the fact that the engineers had to comply with two different local development plans and to cooperate with two city councils.

The proposed drainage system contain gravity sewers, which follows natural ground slopes and pumping stations with rising pipes for the lowest areas. Two network pumping stations were designed  for the areas without gravity option. Additional local pumping station was also put besides existing individual  building. The design included two road accesses into proposed pumping stations together with power supplying.

The proposed drainage was located in private and public areas. We confirmed with land owners and services boards all details regarding drainage setting out.

The lenghts of the proposed drainage:

DN200                  - 4030,0 m;

DN150                  - 1262,0m;

DN80                    - 365,0 m;

DN50                    - 190,0 m;

Total:                    - 5847,0m;

FOUL AND STORM WATER DRAINAGE DESIGN RECONSTRUCTION IN MARCEL COAL MINE IN RADLIN


Radlin, may 2012

The design main purpose was to divide existing combined drainage system on the area of Marcel Coal Mine in Radlin.

The total area of design was approx. 25 ha and included different kinds of coal mine production areas  like: coal processing, locomotive servicing, central heating station, workshops, warehouses, bath, power stations, telecom station, administration buildings, rescue service buildings and internal roads.

The main sewers of existing combine drainage system were used for storm water discharge. Damaged sewers and manholes were replaced by new ones designed for required capacities. New drainage lines and gullies were put along the internal roads. Some of the buildings were equipped with new storm pipes. The roads along the proposed drainage system were modernized by providing new road surface and drains for storm water discharge. On the area of railways the new storm water sewers were put together with drains for ground water disposal. On the area of coal mechanical processing existing roads with concrete slabs will be rebuilt regarding its foundation replace and gradients correction. Some of the roads will be provided with new drain systems and drainage ditches. The system will be provided with local and central oil separation units regarding the areas with special polluting substances exposure.

The design included new foul drainage for sanitary buildings and treated production outfalls. Existing combine manhole were removed and replaced by separate sewers. Existing foul drainage sewers were cleaned and the elements like rubble, stones and sediments were taken away.

The lengths of the proposed drainage are given below:

Foul sewers

DN600                  - 320,0m;

DN500                  - 890,0m;

DN400                  - 70,0m;

DN300                  - 487,0m;

DN250                  - 369,0m;

DN200                  - 1398,0m;

DN150                  - 274,0m;

Total:                    - 3808,0m;

Storm sewers

DN600                  - 68,0m;

DN500                  - 285,0m;

DN400                  - 570,0m;

DN300                  - 1026,0m;

DN250                  - 358,0m;

DN200                  - 1484,0m;

DN150                  - 467,0m;

Total:                    - 4258,0m

Drans in ground

DN250                  - 90,0m;

DN200                  - 303,0m;

DN150                  - 184,0m;

DN100                  - 19,0m;

Total:                    - 596,0m

EXISTING WATERMAIN SYSTEM EVALUATION ON THE AREA OF UNILEVER PLANT


Katowice, October 2013

The objective was to check existing waterman network regarding its capacity and to advice Investor of possible amendments to be applied.

We analyzed existing hydraulic flows within the system and we checked capacity increase after provision of the modernization.  Our calculation included water supplying for production, sanitary purposes and fire requirements as well.

THE ROAD LAYUOT AND SERVICES DESIGN IN THE RESIDENTIAL AREA AT KRASICKIEGO STREET IN MYSZKOW


Myszkow, April 2012

The following actions were included within the design:

Planning and construction road design;

Planning and construction storm water design;

Planning and construction road ligthing design;

Planning and construction watermain design;

Planning and construction design for existing overhead and cable power lines shifting;

Planning and construction gas line design;

Planning and construction telecom design;

Site investigation;

Tree survey;

Existing 600mm sewer capacity evaluation including cleaning and video recording;

Preliminary development plan proposal;

Water discharge permit;

Environmental permit;

Building permit submission;

Land property division;

Final and temporary traffic management design;

Work specifications;

Cost and work assessment;

 

The following services were included:

 

Road layout including: roads, pavements, exits – 1300m

6  junctions including 2 with the major class;

Storm water layout with sewers dia: from 200 to 600mm, including the oil separators, ditch, river outlet. Total length: 1600m, capacity for maximum flow: 556,83 [l/s];

Road lighting system – 1210m;

Watermain with building connections: 320m;

Power lines – 940m;

Gas lines – 200m;

Telecoms – 300m;

PRELIMINARY PROPOSED SCHEME FOR TREATED FOUL DISCHARGE FROM THE AREA OF UNILEVER PLANT


Katowice, November 2011

The main purpose of the subject Investment was proper organizing foul management in the Plant.


The proposal was to replace existing discharging system. The above method could allow to provide independent foul management and wouldn’t be such expensive as the old one. We proposed to put a new sewer with the outlet on the river bank and we calculated investment and maintaining costs. We also organized preliminary arrangements with land owners including Polish Railways, Silesian Trams and Road Authority.

INVESTMENT AREA AROUND DEBOWA WATER RESERVOIR


Renska Wies, June 2011

The design was to provide proposals for land investing around water reservoir Debowa in Renska Wies County.

The proposals included indicating specific areas for different kinds of services like: recreation, tourism, hotel accommodation, sport activities, restaurant business. This had to be combined with solutions for road access and services supplying like: watermain, foul discharge, storm water discharge and connecting to power network. Regardless of the above we also made complete site investigation, which helped us to indicate and exclude the areas with lower ground parameters. The scheme contained 3 different options regarding the scale of investments and kind of activities.

Our proposals divided the whole area for two major purposes: one was for individual investors, who would like to start their businesses and the second dedicated as open area – available for every person visiting Debowa Place. In both parts our options assumed 3 different investing density.

 

As results of our discussion with Investor and following their suggestions our proposals preferred quiet and natural recreation, which wouldn’t invent the existing character of the area. 

EXISTING OFFICE BUILDING EXTENSION INCLUDING MECHANICAL/ELECTRICAL SERVICES / GLIWICE, NAD BYTOMKA SSTREET


Gliwice, April 2011

The job  objective was to design internal water, drainage and central heating installations inside the new building, located at Bytomska Street in Gliwice.

 

Within the design external services connection and necessary existing services shifting were included.

SUPPLEMENT OF THE EXISTING WATERMAN SYSTEM INCLUDING MAINS AND BUILDINGS CONNECTIONS IN THE AREA OF BIELINY COUNTY


Bieliny, August 2011

The Project purpose was to design lacking watermain systems for the following villages in the area of Bieliny County: Lechów, Makoszyn, Górki Napekowskie, Bieliny Kapitulne

There were 7 seperate watermains in the scope of the design connected to existing network in compliance with arrangement given by watermain board. The connection places and location of the proposed watermain lines were consulted with Investor. The proposed watermains allowed to supply existing and future buildings around the area. The fire protection system was also provided in the design.

The lengths and the diameters for the specific lines are given below:

Watermain number

Proposed dia

[mm]

Lengths

[m]

1

PEØ110

187,9

PEØ90

125,8

PEØ50

55,0

PEØ40

52,1

2

PEØ90

340,5

PEØ40

42,1

3

PEØ110

358,5

PEØ90

143,6

PEØ40

39,7

4

PEØ90

211,1

5

PEØ160

402,2

PEØ110

276,4

PEØ40

30,0

6

PEØ160

329,5

PEØ110

20,3

PEØ40

114,9

7

PEØ90

480,0

PEØ40

14,0

THE PROPOSED CONCEPT OF PROPERTY DEVELOPMENT INSIDE THE AREA OF THE PLOT 5/26 ADJACENT TO OLSZEWSKIEGO STREET IN KIELCE


Kielce, January 2010

The job included:

Area development plan including: the building setting out, road layout and parking places location – 3 different schemes were prepared;

Arrangement with the owner of access road, regarding his permit and the scope of road refurbishment - to allow the traffic into the plot. The road owner was local Heating Station in Kielce;

The drawings preparation with building sections of the chosen scheme;

The services setting out;


Preliminary cost evaluation;

Services connection arrangements;

EVALUATION OF THE STORM AND GROUND WATER DISCHARGE POSSIBILITIES REGARDING THE FLOODED AREA ADJACENT TO OSWIECIMSKA STREET IN MIKOLOW, INCLUDING THE COAL MINING IMPACT OF BIELSZOWICE AND HALEMBA COAL MINES EXPLORATION


Mikolow / Ruda Slaska, August 2010

The main Project objective was to balance storm water inflow and discharge in the area affected by coal mining exploration.

The coal mining caused lowering the ground level and subsequently flooding the area around. The existing discharge ditch had been transformed and had changed its parameters of gradient. The flooding became serious threat to adjacent inhabitants in Borowa Wies County and to road traffic along Vojevodship Road 925.

 

We estimated the scope of future coal mining effect in the area and we provided technical solutions for stable storm water discharging in ongoing years with regards to future area mining degradation.