Szomolya water management III. beat 45000000-7 Subject of the work: Development of the drainage ditch in Dobó Street and relief of the belt ditch in Arany János Street . Geographic numbers of the Szomolya properties affected by the planned water management: 0105/4, 121/2, 841/2, 846/13, 846/15, 1445, 1452 The work its detailed content in 32/2020. work number, dated November 2022 Szomolya municipalitys interior water management plan III. Implementation plan of sections affecting the project TOP-2.1.3-16-BO1-2021-00093 and 35500/5974-17/2022. fake. contains water rights establishment permit no. Planned facilities: 2 development areas: The first intervention area, as a water catchment, is the outer area ofSzomolya bounded by steep slopes towards Ostoros in the west and north-west, and the area of detached family houses surrounded by the inner area. The planned Dobó út ditch and its subsystems are about 410 m long. The 350 m long Cs-1-0 trench is made with TB60/100/80 bed covering element, a Ø 80 casing concrete pipe with a wheel thrower head on both sides is placed under the gate entrances. The doorways are uniformly 5 m wide. Under the road, 2x60/60/100x15 road twin frame elements are installed. In order to facilitate the size change, between the TB60/100/80 bed element and the 60/60/100 frame element, 150/100 a shaft will be installed in the places indicated on the plan. In the lower section, the TB60/100/80 bed covering element TBF60 vb. it receives a cover plate with a length of 48 m up to the receiver. The estuary connection of the Kánya stream will be covered with 40/40/8 concrete slabs on a concrete bed in a width of 1.5-1.5 m from the axis of the connection and the entire bed size. In addition to the cover, an additional 3-3 m of rock-strewn bottom reinforcement is carried out on both the upstream and downstream sections. The estuary artifact receives a Ø 100 pipe end valve. Among the sub-systems belonging to the Cs-1-0 trenches - which are used to collect water generated on the road and run off there - the 32 m long Cs-1-1 trench is used for conveying the collected water due to the large difference in level and the better design of the change in direction PRT40/40/ It is built with 50 bed elements, on the last 8 m length of the road section, TB30/50/40 bed covering elements are made with a TBF30 water-absorbing steel grid cover. The subsystem is connected to the Cs-1-0 system by installing a Ø 40 concrete pipe. The 14-14 m long Cs-1-2 and Cs-1-3 subsystems are made with TB20/30/30 bed covering elements with a TBF20 water-absorbing steel grid cover, in the section of the roadway. The subsystems are connected to the Cs-1-0 system by installing a Ø 30 concrete pipe The second intervention area (Arany János Street), as a water catchment, is also located in the western and south-western part of the settlement. Due to their long length, the paved belt ditches located on the border of the outer and inner areas, which were completed in the past, are unable to drain the high-intensity rainwater, so it is necessary to relieve them. The 260 m long ditch marked Cs-2-0 has an earth bed of 178 m, while 82 m it is built from a section with a cover. The paved riverbed section is made with PRT60/40/40 riverbed paving element, a 9 m length of Ø 60 concrete pipe is placed under the road with a wheel launch head on both sides. Between the sections 0+000-0+178 m, the existing trenches are profiled with a bottom width of 0.6 m and a 1.5:1 ratio. The recipient of the system is the paved belt ditch completed in the previous phase, on which, due to the change in size, 120/100 monolithic vb. a shaft is created. The total length of the drainage to be arranged as part of the work: 670 m
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