The planned M76 motorway is completed with a 2x2 lane design with a design speed of 110 km/h. In terms of cross-sectional layout, the internal traffic lanes are constructed at 3.25 metres, while the outer lanes are constructed at a width of 3.50 m. The middle dividing strip is 2.50 meters wide, while the bench is designed to be 2.25 meters wide. A single-line double-sided belt railing is installed in the separating lane. The Coronal Width will be 20,50 meters. Track structure on main track: — 4 cm vtg. SMA 11 wear (mF) 25/55-65 wear layer — 7 cm vtg. AC 22 knitting (GMB) 45/80-55 binding layer — 8 cm vtg. AC 22 knitting (GMB) 45/80-55 base layer — 20 cm vtg. CKT-4 cement stabilisation base layer depressed — 25 cm vtg. frost protection layer min. good (M-2) quality, antifreeze (X-1) earth plastic — 25 cm vtg. protective layer min. good (M-2) grade, antifreeze (X-1) earth plastic — 50 cm vtg. min. good (M-2) quality earth plastic The section starts from the northern half node of the M7 highway — 7501.j. link road (M7 motorway 174+ 740 km). A new roundabout was planned in section 7501 j. in section 1+ 130 km, together with a minor correction of the existing node branches. The route of the direct exit of the M7 motorway of road 7501 j. is modified. The 2x2 lane M76 road, as the northern branch of the circular junction, runs in the north parallel to the existing road 7501 j., close to 35 m apart. After that, the trail avoids Battánpuszta from the east with a left arc of R=1000 m radius R=600 m radius. On this section there is a (combined) game crossing in the 2+ 018.27 km section, which also ensures the passage of an existing dirt road and the corrected section of the Battyán stream below the planned road. The artwork is a single, prefabricated reinforced concrete beam bridge with an open opening of 41.60 meters. The track leading along the line in the 2+ 753.60 km section crosses the alignment of the existing road 75101 with correction by means of an underpass. The structure is a prefabricated reinforced concrete beam bridge with 3 openings, 58.30 meters in length (16.05+ 26.20+ 16.05 metres). In the planned crossing there will be an up-and-down branch, which ensures that the brick factory and the long-term industrial park development option can lead the traffic of significant trucks to the M7 motorway (Hollád). In the junction from Battyánpuszta there is a T node, while a circular junction is created on the brick factory side. In the 3+ 677.11 km section, there is a game crossing with 3 openings and 55.70 metres (14.85+ 26,20+ 14.85 metres), which is also a prefabricated reinforced concrete beam bridge. The route of the express road then turns on it with a large radius left arch and crosses the access road 7501 j. on a separate level with an overpass, the tracks of Budapest — Nagykanizsa No. 30 and Balatonszentgyörgy 26 — Tapolca Ukk MÁV, as well as the corrected track of main road 76 and the planned cycle path. The artwork is a reinforced concrete beam bridge with 10 apertures, 365.99 meters (with a support position of 20,20+ 33,55+ 42,60+ 42,60+ 33,55+ 33,55+ 45,65+ 34,20 metres). On the western side of the artifact, the junction of the connecting road is T-shaped, while on the east side the junction of the connecting road and the up and down branches is built roundabouts. In order to protect the high-voltage column at the exit arm “A” of the artifact, Gabion-type weight-back wall is built at 22.00 metres in length with a height of about 1.43 m. After passing the overpass, after a left arc with radius R= 2 600 m, after a right arc of radius R=600 m, the end of Stage I is reached in the 5+ 650 km section. Drainage is ensured by earth-bearing and paved open drainage ditches that lead the rainwaters that gather in road areas towards the recipients or, if possible, to dampen the area. A reservoir for concentrated rainwater collection and embezzlement is not built.