11aa3d21-f07d-4ad0-86cf-b02f8fab9b842026-06-23T10:00:00.000ZBASELINE10982A39072026N2026-06-23T04:39:00.000ZUSTVQMNXXIVNBOA0009996121N07324E5USRR202606231000PERMREF 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/000/999/6121N07324E0052026-06-23T04:40:00.000ZUSRR0cbe7fb9-5b43-41a7-aa9f-04bf2727b5582026-06-23T04:39:00.000ZSNAPSHOTUSRRSURGUTUSRR61.343890 73.402240