5e0b8c96-e165-4073-b5c8-4f27fdc072c82026-06-23T10:00:00.000ZBASELINE10982A39072026N2026-06-23T04:39:00.000ZUSTVQMNXXIVNBOA0009996121N07324E5USRR202606231000PERMREF AIP PAGE AD 2.1 USRR-3 TABLE AD 2.8 APRON,TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA, POINT 2 TO READ: TWY H - 22M (FROM STAND 9 OF ACFT APRON TO TWY, STRENGTHENED SHOULDERS 8.5M WIDE ON BOTH SIDES, REINFORCED CONCRETE (PAG-14) STRENGTHENED BY ASPHALT-CONCRETE, PCN 51/R/B/X/T (MIXED) INSTEAD OF PUBLISHED. REF AIP PAGE AD2.1 USRR-3, 13, 15, 20, 31, 39, 41.OTHER:ICAOA3907/26 NOTAMN Q)USTV/QMNXX/IV/NBO/A/000/999/6121N07324E005 A)USRR B)2606231000 C)PERM E)REF AIP PAGE AD 2.1 USRR-3 TABLE AD 2.8 APRON,TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA, POINT 2 TO READ: TWY H - 22M (FROM STAND 9 OF ACFT APRON TO TWY G), STRENGTHENED SHOULDERS 8.5M WIDE ON BOTH SIDES, REINFORCED CONCRETE (PAG-14) STRENGTHENED BY ASPHALT-CONCRETE, PCN 51/R/B/X/T (MIXED) INSTEAD OF PUBLISHED. REF AIP PAGE AD2.1 USRR-3, 13, 15, 20, 31, 39, 41.INTLUUUUYNYXSURGUTUUUUYNYXUSTV/QMNXX/IV/NBO/A/000/999/6121N07324E0052026-06-23T04:40:00.000ZUSRRf0e9ff61-695a-41fe-8ba8-1f3b33b9bf1a2026-06-23T04:39:00.000ZSNAPSHOTUSRRSURGUTUSRR61.343890 73.402240