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A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT T001 T002 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 1396 20936 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 53 5242 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 585 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 71 4234 SF 60 MERCANTILE MERCANTILE (M) No. T T006 T004 T003 T005 T007 T008 T009 T010 T011 T012 T013 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 62 9232 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 178 17798 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 35 5165 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 15 2148 SF 150 BUSINESS TSA SUPPORT No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 10 2791 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE (S-2) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 12 1759 SF 150 BUSINESS BUSINESS (B) No. T CBP SECONDARY TEMP CBP PRECLEARANCE TEMP SSCP TEMP BAG SCREENING TSA SUPPORT HOLDROOM TEMP CONCESSION ATO ATO TICKETING HALL TSA SUPPORT 102 20' - 0" MIN. FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 41 12105 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE (S-2) SHELL SPACE TEMP RESTROOM AIRPORT TERMINAL - BAGGAGE HANDLING AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS INDUSTRIAL MERCANTILE UTILITY YARD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 96 9545 SF 100 INDUSTRIAL HIGH HAZARD (H-2) No. T T015 T014 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:40:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-100-P1 LIFE SAFETY PLAN - LEVEL ONE - PACKAGE 1 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 102 65 ft 75 ft Yes T001 184 ft 200 ft No T002 84 ft 300 ft No T003 50 ft 75 ft Yes T004 93 ft 250 ft No T005 82 ft 200 ft No T006 110 ft 250 ft No T007 110 ft 300 ft No T008 106 ft 300 ft No T009 96 ft 300 ft No T010 223 ft 200 ft No T011 262 ft 300 ft No T012 129 ft 200 ft No T013 136 ft 200 ft No T014 98 ft 100 ft T015 88 ft 100 ft UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND NO. DATE DESCRIPTION 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 1 - PACKAGE 1 OCCUPANT LOAD - TEMPORARY FACILITY FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 1 AIRPORT TERMINAL - BAGGAGE HANDLING 2791 SF 300 10 AIRPORT TERMINAL - CONCOURSE 23040 SF 100 231 AIRPORT TERMINAL - WAITING AREA 26947 SF 15 1798 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 2320 SF 7 332 BUSINESS 18890 SF 150 128 INDUSTRIAL 9545 SF 100 96 MERCANTILE 4234 SF 60 71 87768 SF 2666 15.303 18.011 18.358 mh gatye gate1 2 3 4 7 9 8 10 1 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 260 25956 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 129 19330 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 3 864 SF 300 MECHANICAL STORAGE (S-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 548 8212 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 561 11219 SF 20 AIRPORT TERMINAL - BAGGAGE CLAIM DOMESTIC BAGGAGE CLAIM 4 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 34 5001 SF 150 BUSINESS BUSINESS (B) 2 118 103 112 111 109 107 105 103 106 114 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 17 2433 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 6 786 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 6 813 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 64 6399 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 318 4758 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 114 34124 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE S-2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 274 4099 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 400 14" 92 0.15 Door No. 1F101B FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 938 SF 300 MECHANICAL STORAGE (S-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 464 46317 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 186 3713 SF 20 AIRPORT TERMINAL - BAGGAGE CLAIM DOMESTIC BAGGAGE CLAIM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 1009 SF 300 MECHANICAL STORAGE (S-2) 1 115 116 117 104 101 117 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 70" 350 0.2 Door No. 1J114 FECB -A FECB -A FECB -A FECB -A AEDR -C 26' - 3" AIRPORT TERMINAL - BAGGAGE CLAIM AIRPORT TERMINAL - BAGGAGE HANDLING AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS MECHANICAL MERCANTILE FECB -A 113 COOLING TOWERS GENERATOR FUEL TANKS FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 82 12155 SF 150 BUSINESS BUSINESS (B) SSCP TSA SUPPORT CBP SECONDARY CBP PRECLEARANCE CBP PASSPORT CONTROL SUPPORT INTERNATIONAL BAG CLAIM TICKETING HALL ATO ATO ATO BHS ATO ATO ATO OUTBOUND BHS CBIS/CBRA COMMUTER HOLDROOM CONCESSION CIRCULATION DOMESTIC BAG CLAIM BHS 120 121 FECB -A FECW -A FECB -A FECW -A FECB -A FECB -A FECB -A FECB -A FECB -A FECB -A 119 OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:41:14 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-100-P3 LIFE SAFETY PLAN - LEVEL ONE - PACKAGE 3 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 1 - PACKAGE 3 NO. DATE DESCRIPTION PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 101 144 ft 200 ft No 103 358 ft 200 ft No 104 139 ft 200 ft No 105 163 ft 200 ft No 106 233 ft 200 ft No 107 148 ft 200 ft No 109 186 ft 200 ft No 111 179 ft 200 ft No 112 353 ft 200 ft No 113 177 ft 200 ft No 114 169 ft 200 ft No 115 137 ft 200 ft No 116 155 ft 200 ft No 117 230 ft 200 ft No 118 155 ft 200 ft No 120 275 ft 200 ft No 121 39 ft 75 ft Yes T014 98 ft 100 ft T015 88 ft 100 ft UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND OCCUPANT LOAD FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 1 AIRPORT TERMINAL - BAGGAGE CLAIM 14932 SF 20 747 AIRPORT TERMINAL - BAGGAGE HANDLING 36091 SF 300 121 AIRPORT TERMINAL - CONCOURSE 80760 SF 100 809 AIRPORT TERMINAL - WAITING AREA 27238 SF 15 1819 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 1773 SF 7 254 BUSINESS 46128 SF 150 313 MECHANICAL 6532 SF 300 28 MERCANTILE 4695 SF 300 17 218149 SF 4108 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 283 4231 SF 15 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) ASSEMBLY (A-2) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 47 2772 SF 60 MERCANTILE CONCESSION No. 2Q120 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 41 2456 SF 60 MERCANTILE MERCANTILE (M) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 422 6324 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 129 19209 SF 150 BUSINESS BUSINESS (B) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 1 206 SF 300 MECHANICAL STORAGE (S-2) 1 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 224 3354 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-2) 2 AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS MECHANICAL MERCANTILE FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 252 3778 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 435 6512 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 650 9748 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 49 14566 SF 300 MECHANICAL STORAGE (S-2) 1 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 308 4616 SF 15 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) ASSEMBLY (A-2) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 16 4531 SF 300 MECHANICAL STORAGE (S-2) 1 CONCESSION CONCESSION CONCESSION CONCESSION AHU OFFICE AREA DOMESTIC HOLDROOM DOMESTIC HOLDROOM CONCESSION 201 202 203 ELEC. CUP GENERATORS ELECTRICAL TELECOM ELEC ELECTRICAL 200 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR5 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 46" 230 0.2 Door No. STR6 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR6 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 46" 230 0.2 Door No. STR4 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR4 AEDR -C FEC -A FEC -A FECW -A FECW -A FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 45 2656 SF 60 MERCANTILE MERCANTILE (M) 1 OPEN TO BELOW ROOF BELOW ROOF BELOW ROOF BELOW OPEN TO BELOW OPEN TO BELOW DOMESTIC HOLDROOM DOMESTIC HOLDROOM DOMESTIC HOLDROOM FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 270 26965 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) 206 210 209 207 208 205 204 211 OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:41:44 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-200-P3 LIFE SAFETY PLAN - LEVEL TWO - PACKAGE 3 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 2 - PACKAGE 3 NO. DATE DESCRIPTION PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 200 173 ft 200 ft No 201 211 ft 200 ft No 202 170 ft 200 ft No 203 238 ft 200 ft No 204 105 ft 75 ft Yes 205 89 ft 75 ft Yes 206 200 ft 200 ft No 207 211 ft 300 ft No 208 248 ft 400 ft No 209 234 ft 300 ft No 210 194 ft 300 ft No 211 227 ft 400 ft No OCCUPANT LOAD FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 2 AIRPORT TERMINAL - CONCOURSE 29041 SF 100 291 AIRPORT TERMINAL - WAITING AREA 29717 SF 15 1983 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 8847 SF 15 591 BUSINESS 19209 SF 150 129 MECHANICAL 19303 SF 300 66 MERCANTILE 7884 SF 60 133 114003 SF 3193 15.303 18.011 18.358 mh gatye gate1 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 DEMO EXISTING AIRCRAFT LAYOUT DEMO EXISTING TERMINAL ENABLING WORKS DECOMISSION 10TH GATE BUILD OUT TEMP DOMESTIC FACILITIES BUILD OUT CUP / COMMUTER WING BUILD OUT TEMP BHS BUILD OUT TEMP AIRSIDE TICKETING BUILD OUT TEMP RAMP OFFICE TEMP RAMP OFFICE ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION TEMP BHS TEMP CBP TEMP RAMP OFFICE TEMP RAMP OFFICE ENABLING WORKS NEW FIRE PUMP ROOM TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:00 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-010 PHASING PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 1 | LEVEL 1 DEMOLITION PACKAGE 1 | LEVEL 1 CONSTRUCTION PACKAGE 1 | LEVEL 1 COMPLETION NO. DATE DESCRIPTION 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 10 1 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 1 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 1 PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION DEMO EXISTING TERMINAL ROOF TEMPORARY ROOF CUP BUILD OUT TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS TEMP BHS CUP TEMP DOMESTIC FACILITIES TEMPORARY ROOF COOLING TOWERS GENERATOR FUEL TANKS 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:07 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-011 PHASING PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 1 | LEVEL 2 DEMOLITION PACKAGE 1 | LEVEL 2 CONSTRUCTION PACKAGE 1 | LEVEL 2 COMPLETION NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 DEMO/BUILD OUT OF TERMINAL TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS TEMP RAMP OFFICE TEMP RAMP OFFICE TERMINAL BUILD OUT TEMP BHS TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS DEMO/BUILD OUT OF TERMINAL TEMP DOMESTIC FACILITIES TEMP CBP COOLING TOWERS TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS ENABLING WORKS GENERATOR FUEL TANKS TERMINAL BUILD OUT TEMP DOMESTIC FACILITIES TEMP CBP TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:15 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-020 PHASING PLAN - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 2 | LEVEL 1 DEMO/CONSTRUCTION PACKAGE 2 | LEVEL 1 COMPLETION PACKAGE 2 | LEVEL 2 DEMO/CONSTRUCTION PACKAGE 2 | LEVEL 2 COMPLETION NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 15.303 18.011 18.358 mh gatye gate1 DEMO TEMP AIRSIDE DEMO TEMP DOMESTIC FACILITIES DEMO TEMP BHS DEMO TEMP CBP/ COMMUTER WING FINISH OUT ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS FINAL AIRCRAFT LAYOUT FINAL COMMUTER WING CONFIGURATION PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:20 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-030 PHASING PLAN - OVERALL - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 3 | LEVEL 1 DEMO/CONSTRUCTION PACKAGE 3 | LEVEL 1 COMPLETION NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:25:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SD9-001-P1 AXONOMETRIC VIEWS - PHASE 1 DEMO LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1 LEVEL 1 AXO - DEMO PHASE 1 2 LEVEL 2/LOW ROOF AXO - DEMO PHASE 1 3 HIGH ROOF AXO - DEMO PHASE 1 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:29:39 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SE9-001-P1 AXONOMETRIC VIEWS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS 1 LEVEL 1 AXO - PHASE 1 2 LEVEL 2/LOW ROOF AXO - PHASE 1 3 HIGH ROOF AXO - PHASE 1 NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:32:45 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SD9-001-P2 AXONOMETRIC VIEWS - PHASE 2 DEMO LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1 LEVEL 1 AXO - DEMO PHASE 2 2 LEVEL 2/LOW ROOF AXO - DEMO PHASE 2 3 HIGH ROOF AXO - DEMO PHASE 2 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:35:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SE9-001-P2 AXONOMETRIC VIEWS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS 1 LEVEL 1 AXO - PHASE 2 2 LEVEL 2/LOW ROOF AXO - PHASE 2 3 HIGH ROOF AXO - PHASE 2 NO. DATE DESCRIPTION NOTES: 1. SW IS WEIGHT OF CONCRETE SLAB. 2. SURFACE LIVE LOADS ARE UNREDUCIBLE. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. MAIN TERMINAL LEVEL 1 LOADING DIAGRAM KEY LEVEL 1 TYPICAL OCCUPANCY MECHANICAL, PUMP ROOM 100 PSF 150 PSF SURFACE LIVE LOAD 0 PSF + SW SURFACE DEAD LOAD LIGHT STORAGE 125 PSF 0 PSF + SW 0 PSF + SW T S R P N M L K J H 2 3 4 5 6 7 8 G F E D 9 10 11 12 13 14 X 16 W V 17 18 DH DG DE DJ DA DB DC DD D2 DF DK DL EXISTING BAGGAGE CLAIM NOT IN SCOPE COMMUTER TERMINAL SEE SI0-004 SA L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:07:30 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SI0-006 DESIGN CRITERIA DIAGRAMS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1" = 30'-0"1 LOADING PLAN - MAIN TERMINAL LEVEL 1 NO. DATE DESCRIPTION NOTES: 1. SW IS WEIGHT OF CONCRETE SLAB. 2. SURFACE LIVE LOADS ARE UNREDUCIBLE. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. COMMUTER TERMINAL + CUP LEVEL 1 LOADING DIAGRAM KEY LEVEL 1 TYPICAL OCCUPANCY MECHANICAL, PUMP ROOM 100 PSF 150 PSF SURFACE LIVE LOAD 0 PSF + SW SURFACE DEAD LOAD 0 PSF + SW CUP ROOF LOADING DIAGRAM KEY NOTES: 1. DEAD LOAD IS WEIGHT OF ROOF ASSEMBLY AND SELF-WEIGHT OF STRUCTURE. 2. SW IS WEIGHT OF STEEL ROOF FRAMING AND METAL ROOF DECK. SEE GENERAL NOTES. 3. ROOF SYSTEM WEIGHT IS THE MAXIMUM UNIT WEIGHT OF ROOFING SYSTEM AND METAL DECK. 4. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 5. ALL LOADS ARE UNFACTORED SERVICE LOADS. OCCUPANCY MECHANICAL ROOF 20 PSF SURFACE LIVE LOAD 9 PSF + SW + SOLAR ALLOWANCE SURFACE DEAD LOAD CUP ROOF LOADING DIAGRAM KEY ROOF TYPICAL NOTES: 1. HANGING COLLATERAL IS FOR CEILING BELOW FLOOR NOTED, SUPPORTED OFF STRUCTURE. 2. HANGING COLLATERAL INCLUDES: LIGHTING, DUCTWORK, CONDUIT, CABLE TRAY, SPRINKLERS, PIPING, AND MISCELLANEOUS FRAMING. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. OCCUPANCY 11 PSF HANGING COLLATERAL DEAD LOAD MECHANICAL ROOF 13 PSF 14 AK AA A1 AE 14" DIA PIPES 130 PLF 16" DIA PIPES 160 PLF 12" DIA PIPE 105 PLF 14 AK AA A1 AE 14 15 AK AA A1 AE 12" DIA PIPES 105 PLF 14 15 AK AA A1 AE GENERATORS 39 KIPS CHILLERS 14 KIPS TANKS 11 KIPS TRANSFORMER 11 KIPS SWITCHBOARD 11 KIPS PUMPS 3 KIPS TANKS 7 KIPS WATER TREATMENT XX KIPS AHU 1-6 7 KIPS AHU 1-5 5 KIPS AHU 2-7 3 KIPS COMMUTER TERMINAL + CUP LEVEL 2 LOADING DIAGRAM KEY COMMUTER ROOF OCCUPANCY 11 PSF HANGING COLLATERAL DEAD LOAD LEVEL 2 MECHANICAL 13 PSF NOTES: 1. HANGING COLLATERAL IS FOR CEILING BELOW FLOOR NOTED, SUPPORTED OFF STRUCTURE. 2. HANGING COLLATERAL INCLUDES: LIGHTING, DUCTWORK, CONDUIT, CABLE TRAY, SPRINKLERS, PIPING, AND MISCELLANEOUS FRAMING. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. LEVEL 2 MECHANICAL W/ BAGGAGE CONVEYANCE 63 PSF COMMUTER TERMINAL + CUP LEVEL 2 LOADING DIAGRAM KEY OCCUPANCY MECHANICAL LEVEL 2 150 PSF SURFACE LIVE LOAD SURFACE DEAD LOAD NOTES: 1. DEAD LOAD IS WEIGHT OF FLOOR ASSEMBLY AND SELF-WEIGHT OF STRUCTURE. 2. SW IS WEIGHT OF STEEL FRAMING, METACK DECK, COMPOSITE DECK, AND COMPOSITE CONCRETE SLAB. SEE GENERAL NOTES. 3. SURFACE LIVE LOADS ARE UNREDUCIBLE. 4. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 5. ALL LOADS ARE UNFACTORED SERVICE LOADS. COMMUTER ROOF 20 PSF 9 PSF + SW 0 PSF + SW MECHANICAL ROOF 20 PSF 9 PSF + SW 14 15 AK AA A1 AE 1" = 30'-0" 10 LOADING PLAN - CUP - ROOF 1" = 30'-0"9 HANGING LOAD PLAN - CUP - ROOF L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:07:19 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SI0-004 DESIGN CRITERIA DIAGRAMS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1" = 30'-0"5 HANGING LOAD PLAN - COMMUTER TERMINAL + CUP - LEVEL 2 1" = 30'-0"6 LOADING PLAN - COMMUTER TERMINAL + CUP - LEVEL 2 1" = 30'-0"1 LOADING PLAN - COMMUTER TERMINAL + CUP - LEVEL 1 Superimposed Dead Loads Flooring 4 psf MEP 5 psf MEP at CUP 7 psf Sprinkler 3 psf Hanging Baggage Conveyance 50 psf Typical Ceiling 3 psf Architectural Ceiling 10 psf Roofing System at Commuter/CUP 9 psf Roofing System at Main Terminal 8 psf Roofing System at Main Level 2 10 psf Solar Allowance 7 psf Notes: Superimposed dead loads do not include self-weight of members shown in structural drawings. NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 PACKAGE 2 TERMINAL BUILD OUT 140' - 0" COOLING TOWERS, REF. MECHANICAL GENERATOR FUEL TANKS, REF. ELECTRICAL 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 41' - 2 1/4" 38' - 9 3/4" 40' - 0" 10' - 0" 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:04 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P1 FLOOR PLAN- LEVEL 1 - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 08-AE-23324-STT_R24 1" = 40'-0" 1 FLOOR PLAN- LEVEL 1 - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T 2 AE3-102 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 TEMP CBP PRECLEARANCE T100 PUBLIC RECEPTION T001 E&C T002 BADGING T003 WOMEN LOCKER / RR T011 CBP SECONDARY T010 SECURE STORAGE T013 TEMP SEIZED PROP T014 BREAK ROOM T015 LAN T016 WORK STATION AREA T048 SHOWER T034 TTRT CIRCULATION T030 SEARCH T031 INTERVIEW T032 HOLDROOM T033 CHASE T049 CBP SECONDARY CIRCULATION T040 ADMISS. PROC T052 SUPERVISOR T051 SUPERVISOR T050 UNIFIED SECONDARY REVIEW T041 AG LAB T042 AG DISPOSAL T043 AG SUPERVISOR T044 AQI SUPPLIES T045 CASHIER T046 REF. PAX WAIT T047 CCC T018 TTRT WAITING T019 TSA SUPPORT T103 TEMP SSCP T101 5' - 11" 19' - 3 1/2" 4' - 0" UNPROGRAMMED 1A101 UTILITY YARD U1000 T042A T043 T044 T042B T041B T052 T045 T046 T047B T051 T050 T041A T030B T032 T031 T033 T034 T030A T013 T014 T015 T012 T011 T016 T048 T049 T017 T019B T018 T040A T047A T019A T010B T010A T003 T002 T040B 10' - 11" 11' - 0" 14' - 0" 17' - 4" 5' - 3 1/2" 4' - 7" 12' - 3 1/2" 7' - 8" 9' - 11" 7' - 10 7/8" 13' - 10 1/8" 9' - 5" 9' - 6 3/4" 9' - 2 1/4" 5' - 6 7/8" 6' - 5" 7' - 2 1/2" 16' - 1 1/2" 13' - 10 1/2" 4' - 9 1/2" 10' - 7" 6' - 5" SLAN T017 8' - 11" 9' - 6" 10' - 1" 9' - 6" 14' - 0" 18' - 4" 8' - 2" 6' - 6" 9' - 10" 11' - 10 1/2" 8' - 3" 7' - 8" 13' - 9" 7' - 3" 12' - 9 1/2" 05 52 13M 9' - 4 1/2" 3' - 5" 12' - 8 1/2" 9' - 0" T3-DA T3-DA T3-DA S3 H8-DA A3-DA A3-DA A3-DA H8-DA U3-DA U3-DA U3-DA A3-DA S3-DA U3-DA U3-DA R3-DA U3-DA A3-DA A3-DA S3-DA S3-DA S3-DA 5' - 7" S3-DA A3-DA A3-DA S3-DA A3-DA S3-DA S3-DA R3-DA R3 5' - 8 1/2" TEMP CBP ELEC T004 T004 3' - 10" 6" S3-D S3-D TEMP BAG SCREENING T102 TEMP BHS MAKE-UP T121 U1000A U1000B T1001 T100 5' - 0" 25' - 0" 2' - 6" 2' - 6" 1' - 7" 8' - 7" 2' - 6" 71' - 6" 31' - 0" 21' - 3" 13' - 4" 10 22 13B 2' - 0" 11' - 11" DIV 23P DIV 23C 10 22 13B 107' - 8" 105' - 6" 2P249 T102A T103 TW102B R.O. 41' - 10" G01N ? DIV 22B 27' - 8" 4' - 0" DIV 22H 4' - 0" 2' - 0" 1' - 0" 4' - 0" 4' - 0" 1' - 0" 1' - 7" 7' - 5 1/2" 11' - 8 1/2" 14' - 11 1/2" 05 50 00A MEN'S LOCKER / RR T012 1' - 8" 2 AE3-102 SIM 2 AE3-102 SIM 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:08 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P1 FLOOR PLAN- LEVEL 1 - SECTOR 11 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00A CONCRETE FILLED METAL BOLLARD 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 22 13B SECURITY WIRE MESH PARTITION DIV 22B PIPING, REF. PLUMBING DIV 22H NATURAL FUEL GAS SYSTEM, REF. PLUMBING DRAWINGS DIV 23C FUEL TANKS, REF. MECHANICAL DIV 23P COOLING TOWERS, REF. MECHANICAL G01N Existing Aoa Canopy Fence 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T 1 AE3-103 5/ AE6-060 E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ 1B100B 1B100C 1A115 1C105 1C106 ATO 1C105 ATO 1C106 CBIS/CBRA 1B100 TEMP CBP PRECLEARANCE T100 TICKETING CIRCULATION 1C100 MEN'S RESTROOM 1C107 CHASE 1C109 JANITOR 1C108 UNISEX RESTROOM 1C110 TEMP CONCESSION T110 TEMP RESTROOM T105 TEMP SSCP T101 12' - 7" 7' - 9 1/2" 05 52 13M 23' - 11" 9' - 3 1/2" 1' - 8" A3-DA 4' - 0" 2' - 6" 35' - 0" 5' - 0" 5' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 1' - 8 1/2" 10 1/2" 1' - 6" 4' - 6" 45.00° 135.00° 135.00° E3-D E3-DA 30' - 11 1/2" 23' - 10 1/2" 2' - 3" 4' - 10" 11' - 0" 4' - 2 1/2" 10 44 13A 10 43 00B E3-D 1' - 7" 7' - 5 1/2" 11' - 8 1/2" 7' - 6" 7' - 5 1/2" 9' - 1 1/2" A3-D 7" A3-D A3-D A3-DA A3-DA 10 90 99A 2' - 0" 1' - 5" 7' - 5" 135.00° 07 95 13A 07 95 13E 4' - 1" 9' - 2" AE4-302 1 TYP. AE4-002 1 AE4-002 07 95 13E 07 95 13E 2' - 3" AE5-041 3 TYP DIV 22E 07 95 13A 1B100D TSA SUPPORT T104 AE4-206 5 1 AE3-102 SIM 09 67 23D 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:11 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-112-P1 FLOOR PLAN- LEVEL 1 - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 07 95 13A EXTERIOR METAL PLATE JOINT COVER - WALL TO WALL 07 95 13E ELASTOMERIC SEAL WALL JOINT COVER 09 67 23D EXPANSION JOINT 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION DIV 22E PIPING, REF. PLUMBING DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T AE8-500 1 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 TICKETING HALL 1C104 TICKETING CIRCULATION 1C100 VESTIBULE 1C102 VESTIBULE 1C101 WOMEN'S RESTROOM 1C112 MOTHER'S ROOM 1C111 ELECTRICAL ROOM 1C115 TELECOM ROOM 1C116 4/ AE6-060 11 15 23B A6-D E3-D A6-D A3-D 0' - 10 1/2" 1' - 3 1/2" 6' - 6" 20' - 3 1/2" 2' - 8" 1' - 8" 1C113 1C115 1C116 A3-D A3-D 10' - 0" 10' - 10" 1' - 3" 5' - 11" 7' - 2" 1C118 11' - 4" 8' - 0" 17' - 7" 6' - 6" 35' - 0" 5' - 0" 35' - 0" 2' - 6" 4' - 0" 25' - 0" 4' - 0" 25' - 0" 2' - 0" 4' - 0" 10 90 99A AE4-302 1 PUMP ROOM 1F104 1F105 20' - 0" 8' - 0" 0' - 0" A3-D 1' - 11 1/2" 1F102 G01M DIV 27D 20' - 0" AE5-041 1 TYP AE5-041 2 TYP TYP. AE4-002 1 AE4-002 A3-D A3-D 3' - 1 1/2" TYP. AE4-002 1 AE4-002 AE5-041 3 TYP WORK LIMIT LINE 3 AE3-101 SIM 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:23 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-113-P1 FLOOR PLAN- LEVEL 1 - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 13 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 90 99A RETRACTABLE BELT STANCHION 11 15 23B BAGGAGE COUNTER DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 M1 M1 M1 M1 M1 M1 M1 M1 E D C B 5 6 7 8 9 AE AF AG AH AK SECTOR 22 SECTOR 21 SECTOR 23 SECTOR 22 SECTOR 32 SECTOR 22 SECTOR 22 SECTOR 12 AJ 140' - 0" HOLDROOM T120 TEMP SSCP T101 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:19:53 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-122-P1 FLOOR PLAN- LEVEL 1 - SECTOR 22 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 22 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" DOMESTIC WATER BOOSTER PUMP 1F105 1F102 12' - 9" 135.00° 10' - 8" 23' - 0 1/2" 9' - 11" A3-D 45.00° A3-D G01M 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:00 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-123-P1 FLOOR PLAN- LEVEL 1 - SECTOR 23 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 1 - LEVEL ONE - SECTOR 23 NO. DATE DESCRIPTION KEYNOTE LEGEND G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP PHASE 2 TERMINAL BUILD OUT PACKAGE 2 TERMINAL BUILD OUT T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:06 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-200-P1 FLOOR PLAN- LEVEL 2 - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN- LEVEL 2 - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES OS OS OS OS OS OS VS DL DL DL DL 2 AE3-102 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 3/4" / 1' - 0" 7 1/2" 7 1/2" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 1" 3/8" / 1' - 0" 3/8" / 1' - 0" VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE RIDGE 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" TYP. 1' - 11" RIDGE MP-1 MP-1 MP-1 DIV 22B AE5-601 25 TYP AE5-601 23 TYP PVC-1 PARAPET PARAPET TYP. 2' - 3" 8" 8" RD PS RD PS RD OD RD OD 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:11 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-211-P1 FLOOR PLAN - LEVEL 2 - SECTOR 11 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 11 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND DIV 22B PIPING, REF. PLUMBING 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T M M M 1 AE3-103 CUP 2N100 ELECTRICAL 2N103 ELECTRICAL 2N104 GENERATORS 2N105 ELEC 2N101 TELECOM 2N102 2N102 2N101 2N103A 2N103B 2N105A 2N104A 2N104B 2N100B 2N100A E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ 3' - 0" 26' - 4" 6' - 9 1/2" 19' - 6" 8' - 0 1/2" 6' - 1" 19' - 2 1/2" 1' - 4" 4' - 8" 7' - 7 1/2" 3' - 3" 4' - 2" 2' - 0" 2N105B 4' - 7 1/2" 15' - 9 1/2" 14' - 0" 18' - 9" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" A3-D A3-D A3-D A3-D A3-D A3-D A3-D A3-D 10 44 13A 10 44 13A 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" RIDGE RIDGE RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE VALLEY RIDGE 2' - 7 1/2" 3/4" / 1' - 0" 4' - 9 1/4" 3/4" / 1' - 0" VALLEY VALLEY 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" VALLEY MP-1 MP-1 MP-1 14' - 0" 5' - 0" 14' - 0" 9' - 5" 14' - 0" 7' - 7" 164' - 4 1/2" 91' - 1" 3' - 0" 2' - 1" 3' - 0" AE5-601 25 TYP 8 AE5-601 Sim 13 AE5-601 Sim 135.00° 135.00° 09 67 23D PARAPET PARAPET PARAPET PVC-1 PVC-1 08 11 13H TYP. 2' - 3" 8" 8" 1 1/8" 5' - 1 1/4" OD RD OD RD OD RD OD RD RD AE5-601 23 TYP 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:18 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-212-P1 FLOOR PLAN - LEVEL 2 - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 08 11 13H LOUVERS 09 67 23D EXPANSION JOINT 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 4/ AE6-061 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 K.9 K.3 J.7 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 16' - 8 3/4" 1' - 9 1/4" 10' - 10 3/8" TYP. 3' - 8 3/8" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY MP-1 AE5-601 25 TYP 5 AE5-601 Sim 1 1/4" / 1' - 0" 1 1/4" / 1' - 0" RIDGE RIDGE RIDGE AREA DIVIDER PARAPET AREA DIVIDER 2' - 0" 25' - 0" 4' - 0" 25' - 0" 4' - 6" 35' - 0" 5' - 0" 35' - 0" 2' - 6" 1' - 10" 85' - 3" 3' - 0" 2' - 3" 10' - 11" 1' - 10" 37' - 2 1/2" 18' - 7 1/2" TYP. 2' - 3" 8" 8" 8" 4' - 0" OD AREA DIVIDER PHASE 2 TERMINAL BUILD OUT PHASE 2 TERMINAL BUILD OUT PHASE 2 TERMINAL BUILD OUT EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 1 ROOF TO REMAIN PACKAGE 1 PACKAGE 2 70' - 11 1/2" 12' - 0" 56' - 2 1/4" 139' - 1 3/4" 6' - 3 1/4" 15' - 0" 30' - 10 5/8" 1 AE3-106 SIM PACKAGE 1 PACKAGE 2 PVC-1 PVC-1 RD OD RD OD RD OD RD OD RD OD RD OD RD 2 AE3-102 SIM 3 AE3-101 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:23 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-213-P1 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 13 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES UP UP M M M PACKAGE 2 TERMINAL BUILD OUT T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 DJ DH DG DF 13.5 3.5 7.9 SECTOR 11 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 35' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" AJ 28' - 3" 20' - 7" 36' - 0" 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 DL U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:29 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-300-P1 ROOF PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN- ROOF - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-103 E D C B 10 11 12 13 14 15 AE AF AG AH AK A3 A2 A1 D1 13.5 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 22 SECTOR 12 DA DB AJ 7' - 5" 1' - 7 1/2" 9' - 10" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 164' - 4 1/2" 91' - 1" 2' - 1" 07 72 00C MP-1 MP-1 MP-1 MP-1 VALLEY VALLEY VALLEY VALLEY RIDGE AE5-601 25 TYP TYP. 1' - 8 1/2" 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B MAX 6' - 0" 20' - 9 1/2" PARAPET PARAPET PVC-1 PARAPET NEW LEVEL 1 ROOF BELOW 07 95 14A E.J. NEW LEVEL 1 ROOF BELOW RD OD RD OD RD OD RD OD RD OD RD OD RD PS MAX 6' - 0" MAX 6' - 0" EQ EQ EQ EQ EQ EQ EQ EQ 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:31 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-312-P1 ROOF PLAN - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 07 95 14A METAL PLATE CEILING JOINT COVER 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 05 50 00E MP-1 MP-1 MP-1 MP-1 MP-1 MP-1 VALLEY VALLEY AE5-601 25 TYP PARAPET PARAPET PARAPET PVC-1 AREA DIVIDER PARAPET PARAPET RD 2' - 8 1/8" 1 AE3-106 SIM NEW LEVEL 1 ROOF BELOW EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 2 ROOF TO REMAIN PACKAGE 1 PACKAGE 2 NEW LEVEL 1 ROOF BELOW NEW LEVEL 1 ROOF BELOW PACKAGE 1 PACKAGE 2 OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD 3 AE3-101 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:34 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-313-P1 ROOF PLAN - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 13 - PACKAGE 1 KEYNOTE LEGEND 05 50 00E CAGED ROOF ACCESS LADDER - OSHA COMPLIANT 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP T T T T T T T T T T T T OS T T T T OS OS 2/ AE2-001 1/ AE2-001 3/ AE2-003 2/ AE2-003 1/ AE2-003 4/ AE2-002 U.9 15.5 A.7 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 PACKAGE 2 TERMINAL BUILD OUT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:21:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P2 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 TEMP CBP PRECLEARANCE T100 PUBLIC RECEPTION T001 E&C T002 BADGING T003 MEN LOCKER / RR T012 WOMEN LOCKER / RR T011 CBP SECONDARY T010 SECURE STORAGE T013 TEMP SIZED PROP T014 BREAK ROOM T015 LAN T016 WORK STATION AREA T048 SHOWER T034 TTRT CIRCULATION T030 SEARCH T031 INTERVIEW T032 HOLDROOM T033 CHASE T049 CBP SECONDARY CIRCULATION T040 ADMISS. PROC T052 SUPERVISOR T051 SUPERVISOR T050 UNIFIED SECONDARY REVIEW T041 AG LAB T042 AG DISPOSAL T043 AG SUPERVISOR T044 AQI SUPPLIES T045 CASHIER T046 REF. PAX WAIT T047 CCC T018 TTRT WAITING T019 TEMP CBP ELEC T004 2' - 0" A3-DA 10 90 99A 12 51 00A 11 15 23A COOLING TOWERS GENERATOR FUEL TANKS 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:21:58 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P2 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 90 99A RETRACTABLE BELT STANCHION 11 15 23A SECURITY X-RAY ACCESS EQUIPMENT 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T BHS CONTROL ROOM 1B102 OSR 1B103 SECONDARY SCREENING 1B101 CBIS/CBRA 1B100 EDS STORAGE 1B105 JANITOR 1C108 MEN'S RESTROOM 1C107 UNISEX RESTROOM 1C110 CHASE 1C106 OUTBOUND BHS 1F100 TSA SERVER 1B104 1B104 1B103 1B102 1B101A 1B101B 1B100B 1B100C 1B100D 1C100A 1C108 1C106 1C105 AIRLINE RAMP SUPPORT 1M116 E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ ATO 1C116 ATO 1C114 0' - 8 1/2" 28' - 8" 17' - 11" 5' - 10" 20' - 4" 20' - 4" 8' - 4" 6' - 3 1/2" 6' - 8 1/2" 0' - 7" 10 1/2" A3-DA A3-DA A3-D A3-D A3-D A3-D 53' - 11" 12' - 3" 6' - 0 1/2" 18' - 11" 11' - 2 1/2" 10 22 13A DIV 34C 11' - 8" 17' - 7" A3-D A3-D A3-D 7" 45' - 0" 13' - 1 1/2" DIV 34C 2/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:03 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-112-P2 FLOOR PLAN - LEVEL 1 - SECTOR 12 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 12 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 22 13A WOVEN WIRE PARTITION DIV 34C BAGGAGE CONVEYOR, REF. BHS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T T T 1/ AE7-112 2/ AE7-112 1 AE3-102 3 AE3-200 VESTIBULE 1C102 TICKETING HALL 1C104 VESTIBULE 1C101 WOMEN'S RESTROOM 1C105 ATO CIRCULATION 1C111 ATO 1M115 TELECOM ROOM 1C113 ELECTRICAL ROOM 1C112 BHS 1C117 ATO 1C121 ATO 1C118 BOH CIRCULATION 1C122 OUTBOUND BHS 1F100 ELECTRICAL 1F103 TELECOM ROOM 1F102 PUMP ROOM 1F104 TSA SUPPORT 1G150 ATO 1C123 SERVICE ELEVATOR EL4 ELEVATOR EL5 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 ATO 1C119 CIRCULATION 1F101 MOTHER'S ROOM 1C109 CHASE 1C106 STAIR STR2 AE4-205 1 1C114 1C118 1C118 1C119 1F101A 1F103 1F104 1F105 1F102 1G150B STR2A 1C121 1C123 1C124 22' - 5 1/2" 2' - 4" 9' - 1 1/2" 6' - 6 1/2" 13' - 4" ATO 1C124 A3-D A3-D A3-C A3-C A3-D 20' - 0" 16' - 0" 10' - 3 1/2" 7' - 8 1/2" A3-D A3-D A3-D 1' - 9 1/2" 10' - 11 1/2" 1' - 3" 8' - 8" A3-D A3-D 7' - 0" 17' - 8 1/2" 1' - 3" 7' - 2" 2' - 2" 4' - 6 1/2" A3-D A3-D 4' - 0" 4' - 6" 10 44 13B 10 26 13I 11 15 23C 10 90 99A 10 44 13A 3/ AE7-112 DIV 34C G01M AE5-041 1 TYP AE5-041 2 TYP LAYOUT PENDING REVIEW BY TSA AE5-041 3 TYP 03 33 00D 2/ AE7-307 WORK LIMIT LINE WORK LIMIT LINE G01K 3 AE3-101 SIM PACKAGE 2 PACKAGE 1 11 15 23B 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:09 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-113-P2 FLOOR PLAN - LEVEL 1 - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 03 33 00D CONCRETE ENCASED COLUMN WRAP, REF. STRUCTURAL 10 26 13I CRASH RAILS 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 15 23B BAGGAGE COUNTER 11 15 23C SLOPED CONVEYOR DIV 34C BAGGAGE CONVEYOR, REF. BHS G01K LINE OF CANOPY BELOW G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES S3-DA A6 ELECTRICAL 1H112 TELECOM ROOM 1H113 15' - 11" 13' - 10" 22' - 7" 1 AE3-101 3 AE3-101 1/ AE6-060 3/ AE6-060 2 AE3-100 3 AE3-105 2/ AE6-060 VESTIBULE 1C103 SSCP 1G100 ATO 1C124 TSA SUPPORT 1G150 WOMEN'S RESTROOM 1H116 JANITOR 1H117 MEN'S RESTROOM 1H114 CIRCULATION 536 FAMILY RESTROOM 1H118 MOTHER'S ROOM 1H119 CIRCULATION 1H110 DUTY FREE 1H122 CONCESSION 1H123 CBP SECONDARY 1L150 CIRCULATION 1H111 CONCESSION 1H120 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 1' - 1" X.5 W.5 AE4-206 1 AE4-201 1 AE4-202 3 08 33 26A 10 44 13B 20' - 3 1/2" 2' - 8" 8' - 9" 1' - 3 1/2" 6' - 7 1/2" 13' - 4" 6' - 4 1/2" 16' - 8" 1' - 6" 10 44 13B 11 15 23A 22' - 6" 15' - 0" 25' - 0" 15' - 0" 5' - 0" 35' - 0" 6' - 6" 6' - 6" A6-D S3-DA 8' - 1 1/2" 1H111 1L150D 1H113 1H112 1H121 10 90 99A 1G150A 1C122 10 44 13A E3-C A3-D A3-D A3-D 5' - 0" 15' - 0" 5' - 0" 10' - 1" 9' - 10 1/2" AE4-303 1 1/ AE7-114 2/ AE7-113 6' - 1 1/2" 12' - 0" 6' - 1" 5" 12' - 0" 1' - 11 1/2" 135.00° 135.00° TICKETING CIRCULATION 1C100 3/ AE7-113 LAYOUT PENDING REVIEW BY CBP LAYOUT PENDING REVIEW BY TSA EQ EQ 0' - 11" EQ EQ EQ EQ 2' - 6" 3' - 4" 3' - 4" 3' - 4" 10' - 4" 2' - 6" 12' - 0" 11' - 0" 135.00° AE5-041 1 TYP AE5-041 2 TYP G01M 2' - 6" EQ EQ TYP. AE4-002 1 AE4-002 ROOF ACCESS 1H121 45.00° 135.00° A3-D A3-D A3-D 3/ AE7-307 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:16 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-114-P2 FLOOR PLAN - LEVEL 1 - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 08 33 26A OVERHEAD COILING GRILLE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 15 23A SECURITY X-RAY ACCESS EQUIPMENT G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 T 11150 SF DOMESTIC BAG CLAIM MP-1 30' - 0" 4' - 6 1/2" 1/ AE6-060 AE4-003 1 1 AE3-100 2/ AE2-010 1/ AE2-016 2 AE3-100 VESTIBULE 1H150 CONCESSION 1H125 OFFICE 1H126 OFFICE 1H127 CONCESSION 1H124 CONCESSION 1H123 DUTY FREE 1H122 SUPPORT 1E101 ELEC ROOM 1E102 EXIST. AHU ROOM 1E103 TOURIST INFO 1E104 TOURIST INFO 1E105 TOURIST INFO 1E106 TOURIST INFO 1E107 VESTIBULE 1E140 BAG CLAIM CIRCULATION 1E000 T 14 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 18' - 11 1/2" 2' - 2 1/2" 12' - 0" 6' - 1 1/2" 12' - 0" 1' - 11" 4' - 7" 12' - 0" 1' - 11 1/2" 1E101 1E102 1E103 10 44 13A 1H126 1H127 10' - 6" 2' - 0" 10' - 1" 7' - 8 1/2" 2' - 6" 3' - 6 1/2" DIV 27D 9' - 0" 2/ AE7-113 AE4-003 1 0' - 10" 10' - 6" 10' - 7" A3-D A3-D AE5-041 2 TYP A3-D E3-C 1' - 2" 1' - 2" A3-D A3-D A3-D A3-D A3-D A6-D A3-D AE4-201 1 2 AE3-200 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:22 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-115-P2 FLOOR PLAN - LEVEL 1 - SECTOR 15 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 15 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-200 VESTIBULE 1E150 22 23 24 25 V W X 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 16 SECTOR 15 CAR RENTAL 1E113 CAR RENTAL 1E114 CAR RENTAL 1E110 BAG CLAIM CIRCULATION 1E000 DOMESTIC BAG CLAIM 1E100 CAR RENTAL 1E112 CAR RENTAL 1E109 HOTEL CUSTOMER SERVICE 1E116 HOTEL CUSTOMER SERVICE 1E115 STORAGE 1E117 HOTEL CUSTOMER SERVICE 1E118 HOTEL CUSTOMER SERVICE 1E119 DELTA BAGGAGE 1E122 SUPPORT 1E121 SUPPORT 1E120 MECHANICAL 1E124 AA EAGLE BAGGAGE CLAIM 1E126 SUPPORT 1E129 STORAGE 1E128 AA BAGGAGE STORAGE 1E127 7' - 0 1/2" 4' - 11 1/2" TELECOM ROOM 1E130 13' - 6" 2' - 4 1/2" 9' - 6 1/2" 1E130 A3-D A3-D 1E127A 10 44 13A 1' - 6" AE4-003 1 6' - 4" 1' - 11" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:25 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-116-P2 FLOOR PLAN - LEVEL 1 - SECTOR 16 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 16 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 T 2/ AE2-014 2 AE3-103 1 AE3-104 1/ AE6-201 2/ AE6-201 INTERNATIONAL HOLDROOM 1J100 CONCESSION 1J101 OUTBOUND BHS 1F100 MECHANICAL 1F106 DOMESTIC WATER BOOSTER PUMP 1F105 TSA SUPPORT 1G150 TSA ELECTRICAL ROOM 1H161 UNPROGRAMMED 1H160 WOMEN'S RESTROOM 1J106 MEN'S RESTROOM 1J104 UNISEX RR 1J107 JANITOR 1J103 MOTHER'S ROOM 1J102 CBP PRECLEARANCE 1K100 FIS CIRCULATION 1L100 FIS CIRCULATION 1J110 FIS CIRCULATION 1J114 FIS CIRCULATION 1L100 CIRCULATION 1J113 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" AE4-204 1 1F102 1H150D 1H161 1H160 15' - 5" 23' - 7 1/2" 8' - 6" 13' - 11" 8' - 11" 9' - 9 1/2" 8' - 11 1/2" 12' - 9" 8' - 5" 135.00° 45.00° 135.00° 45.00° 2' - 1" 28' - 4 1/2" 13' - 9 1/2" 13' - 5 1/2" 13' - 5" 5' - 7" 12' - 5" 1F106A 1F106B 1C100E 1F101B 10 44 13A 10 26 13I 20' - 3" 26' - 0" 4' - 8 1/2" 32' - 8" 0' - 0" 12' - 4" 11' - 4" 0' - 0" 1C100C 1C100D 12' - 3 1/2" 21' - 5" 9' - 11" A3-D A3-D A6-DA A3-D A3-D 25' - 4" 11" S3-DA S3-DA S3-DA 4' - 8 1/2" 8' - 11 1/2" 135.00° 1L150A 1J100 CBP SECONDARY 1L150 A3-DA 45.00° 135.00° CIRCULATION 1F101 9/ AE6-060 03 33 00D 12 51 00A DIV 27A 10 90 99A G01M 10 44 13B AE4-304 1 1/ AE7-113 A3-DA A3-DA 1G150C LAYOUT PENDING REVIEW BY TSA LAYOUT PENDING REVIEW BY CBP AE5-041 2 TYP 4/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:42 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-123-P2 FLOOR PLAN - LEVEL 1 - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 03 33 00D CONCRETE ENCASED COLUMN WRAP, REF. STRUCTURAL 10 26 13I CRASH RAILS 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T T T 3/ AE7-110 2/ AE2-015 3/ AE2-015 2 AE3-105 SSCP 1G100 CBP PRECLEARANCE 1K100 CBP SECONDARY 1L150 AHU ROOM 1H101 PUMP ROOM 1H102 CBP ELECTRICAL 1L175 CBP TELECOM ROOM 1L176 ELEC. 1K102 TELECOM 1K101 ELEVATOR EL2A ELEVATOR EL2B CBP SECONDARY 1L150 CBP PASSPORT CONTROL 1L101 FIS CIRCULATION 1L100 INTERNATIONAL BAG CLAIM 1H100 BHS 1H105 T S R P N M 5 6 7 8 9 7.9 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 AE4-206 1 AE4-203 1 1L175 1L176 1L150F 1K101 1K102 1L101B 1L101A 1L150B 1L150C 1H105 1L177B 1L177A 1H101 1H102 1L150E 1H100B 29' - 0 1/2" 10' - 6" 10' - 5" 13' - 8" 4' - 11" 12' - 6 1/2" 12' - 7 1/2" 11' - 10 1/2" 17' - 10 1/2" 19' - 2 3/8" 13' - 7" 8' - 2" 11' - 0" 9' - 7" 9' - 3" 9' - 2" 2' - 8" 135.00° E3-C E3-C A6-D S3-D S3-D S3-D S3-DA A6-D S3-DA A6-D S3-DA A3-D A3-DA S3-DA S3-DA S3-DA S3-DA A3-D A3-D S3-D S3-D A3-D DIV 27D 18' - 2" 1' - 3 1/2" A3-D A3-D 10 44 13A A3-DA 3' - 9" 16' - 10 1/2" 10 44 13A DIV 27D 18' - 3" 3' - 0" 16' - 6" 9' - 3" E3-C E3-C 10 90 99A 05 52 13M 2' - 11" 5' - 0" 15' - 0" 5' - 0" 18' - 8" 5' - 1" 5' - 0" 14' - 9 1/2" 5' - 0" 15' - 2 1/2" 5' - 0" 15' - 0" 5' - 0" 8' - 6" S3-DA 10 44 13A 2' - 0" 2' - 0" S3-D G01M G01M 4/ AE7-114 2/ AE7-114 3/ AE7-114 1/ AE7-110 2/ AE7-110 5/ AE7-110 LAYOUT PENDING REVIEW BY CBP DIV 34C AE5-041 2 TYP 4' - 2" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:51 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-124-P2 FLOOR PLAN - LEVEL 1 - SECTOR 24 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34C BAGGAGE CONVEYOR, REF. BHS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T 1 AE3-105 3/ AE2-014 1/ AE2-015 2 AE3-104 SUPPORT 1M102 SUPPORT 1M113 SUPPORT 1M112 MECH AHU 1M101 MEN'S RESTROOM 1L102 WOMEN'S RESTROOM 1L104 CBP PASSPORT CONTROL 1L101 TELECOM ROOM 1M104 ELEC. ROOM 1M103 BHS 1M105 RAMP SUPPORT 1M107 RAMP SUPPORT 1M108 MEN'S RESTROOM 1M109 WOMEN'S RESTROOM 1M111 JANITOR 1M110 SUPPORT 1M100 T S R P N M 2 3 4 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" D1 3.5 40' - 0" 19' - 3" 20' - 9" SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL AE4-206 1 10/ AE6-060 9' - 6" 7' - 2 1/2" 135.00° 135.00° 135.00° 10 44 13A 8' - 6 1/2" 8' - 8" 7' - 9" 17' - 4" 1' - 0" 6' - 5" 18' - 7 1/2" 11' - 5 1/2" 7' - 0 1/2" 10 43 00B 10 44 13B 7' - 5 1/2" 8' - 5" 11' - 9" 1' - 3" 9' - 9 1/2" 1M105B 1M105A 1M102A 1M102B 1M104 1M103 1M106C 1M107A 1M108A 1M109 1M110A 1M111 1M112A 1M113A 1M113B 1M112B 1M106B 1M108B 1M107B 1M105C 1M114 1M106A 1M101 8' - 7 1/2" 4' - 2" A3-D 2' - 6" 9' - 4 1/2" 12' - 7 1/2" 135.00° SUPPORT 1M114 2' - 6" 17' - 6" 2' - 6" 7' - 7 1/2" 2' - 6" 4' - 11" 4' - 11" 9' - 10 1/2" 2' - 6" DIV 34F DIV 27D 13' - 0 1/2" 10 26 13I A3-C A3-D A3-D A3-D A3-D A3-D A3-D A3-D E3-C S3-D 1' - 2" 0' - 11 1/2" 7' - 1 1/2" A3-C A3-C A3-D A3-C A3-C A3-C A3 A3-C 10' - 8" AE4-305 1 AE4-306 1 AE5-041 2 TYP 5/ AE7-307 G01J 1' - 6" 0' - 6" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:57 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-134-P2 FLOOR PLAN - LEVEL 1 - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 26 13I CRASH RAILS 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34F BAG SLIDE, REF. BHS G01J LINE OF CANOPY ABOVE 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP 2/ AE2-001 1/ AE2-001 3/ AE2-003 2/ AE2-003 1/ AE2-003 OPEN TO BELOW OPEN TO BELOW 4/ AE2-002 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 A1 32' - 8" 26' - 8" 2' - 0" D1 D2 DJ DH DG DF 13.5 3.5 7.9 SECTOR 11 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 35' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" DK AJ 113' - 1" 28' - 3" 20' - 7" 36' - 0" 20' - 9" 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" OPEN TO BELOW 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:27 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-200-P2 FLOOR PLAN - LEVEL 2 - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - LEVEL 2 - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES ALIGN 1 AE3-106 1 AE3-102 3 AE3-200 4/ AE6-201 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 AE4-205 2 AOC 2P168 BHS OFFICE 2P166 BHS STORAGE/FILING 2P167 LEO 2P165 ELEC. 2P164 OFFICE AREA 2P100 TELECOM ROOM 2P163 EOC / CONFERENCE ROOM 2P147 SOC 2P169 OFFICE AREA 2P100 CUSTODIAN OFFICE 2P170 LOCKERS 2P171 CUSTODIAN STORAGE 2P173 PARKING STORAGE 2P181 PARKING OFFICE 2P180 BREAK ROOM 2P172 STAKEHOLDER MANAGER 2P149 PROC. MANAGER 2P148 CIRCULATION 2P121 CCO 2P151 2P150 CFO DAO 2P139 CEO 2P140 ACC. MANAGER 2P146 STAIR STR2 P.R. MANAGER 2P145 SERVICE ELEVATOR EL4 CIRCULATION 2Q100 EHS DIRECTOR 2P143 COMP. DIRECTOR 2P144 COMP. MANAGER 2P142 DEV. DIRECTOR 2P141 3/8" / 1' - 0" 14' - 1" 14' - 1" 6' - 11 1/2" 12' - 8" 22' - 3 1/2" 11' - 9" 7' - 5" 27' - 8 1/2" 30' - 7" 11' - 1 1/2" 1' - 5 1/2" 10 44 13A 2' - 0" 2' - 5" 16' - 10" 2' - 11 1/2" 10' - 4" 8' - 11 1/2" 4' - 4" 5' - 0" 4' - 6" 4' - 0" 2' - 6" 9' - 10 1/2" 12' - 5 1/2" 10' - 8 1/2" 13' - 5" 17' - 7" 7' - 9" 12' - 1" 16' - 9" 11' - 5 1/2" 9' - 5 1/2" 10' - 10" 1' - 8 1/2" 9' - 11 1/2" 10' - 8 1/2" 6' - 8 1/2" 6' - 7" 12' - 0 1/2" 10' - 10 1/2" 8' - 8 1/2" 2P165 2P164 2P166 2P167 2P171 2P172 2P170 2P435 2P173 2P180 2P168 2P169 2P162 2P163 2P161 2P147 2P144 2P143 2P142 2P141 2P145 2P146 2P121B STR2C 2P148 2P149 2P150 2P151 2P139 2P140 2Q100B 10 44 13A A3-D A3-D A3-C A3-C A3-D A3-C A3-C A3-C A3-C A3-C A3-D A3-C A3-C A3-D A3-C A3-D A3-D A3-D A3-C A3-D A3-D A3-C A3-C A3-C A3-C OPEN TO BELOW AE4-306 3 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 8' - 9" 19' - 6" A3-D E3 3/ AE7-112 3/4" / 1' - 0" 3/8" / 1' - 0" VALLEY MP-1 VALLEY VALLEY 2' - 4 1/2" VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE 05 50 00D AE5-601 25 TYP 3/8" / 1' - 0" 7/8" / 1' - 0" VALLEY 8" AE5-041 1 TYP PARAPET PARAPET PVC-1 PVC-1 PVC-1 PVC-1 RD OD RD PS LEVEL 1 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF PACKAGE 1 PACKAGE 2 PACKAGE 1 PACKAGE 2 23' - 10 5/8" 8 1/2" PACKAGE 1 AREA DIVIDER TO REMAIN PACKAGE 1 AREA DIVIDER TO REMAIN PACKAGE 1 AREA DIVIDER TO BE REMOVED. PATCH PACKAGE 1 & 2 ROOFS G01K AE5-601 23 TYP 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:33 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-213-P2 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00D ACCESS LADDER - ANCHOR TO SLAB ON GRADE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A6-D 1 AE3-101 3 AE3-101 2 AE3-100 3 AE3-105 1/ AE6-061 2/ AE6-061 5/ AE6-201 7/ AE6-201 8/ AE6-201 9/ AE6-201 4/ AE6-063 AHU 2Q101 TELECOM ROOM 2Q103 ELECTRICAL ROOM 2Q102 ARRIVALS CIRCULATION 2P000 DOMESTIC HOLDROOM 2R1150 MOTHER'S ROOM 2R132 LOUNGE CIRCULATION 2Q115 CIRCULATION 2Q105 CIRCULATION 2Q100 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 1' - 1" X.5 W.5 6/ AE6-061 AE4-206 2 AE4-201 2 AE4-202 4 AIRPORT OP. MANAGER 2P136 FINANCE MANAGER 2P134 M&E DIRECTOR 2P132 MEETING ROOM 2P130 KITCHENETTE 2P128 VISITOR OFFICE 2P126 VISITOR OFFICE 2P124 OFFICE MANAGER 2P122 ADMIN. RECEPTION 2P120 RECEPTION 2P110 SECONDARY COMPLIANCE OFFICER 2P111 PHOTO/PRINT 2P112 STORAGE/FILE 2P113 EXAM ROOM 2P114 MEETING ROOM 2P123 CIRCULATION 2P121 VISITOR OFFICE 2P125 VISITOR OFFICE 2P127 STORAGE/FILING 2P129 TECH. DIRECTOR 2P131 I.T. SUPERVISOR 2P133 DEP. COO 2P135 COO 2P137 H.R. DIRECTOR 2P138 DAO 2P139 OFFICE AREA 2P100 9' - 2 1/2" 4' - 2 1/2" 1' - 1 1/2" 4' - 3 1/2" 18' - 6" 2' - 2" 3' - 2" 9' - 6 1/2" 6' - 7" 2P000 11 14 53A 2' - 3" 6' - 4 1/2" 10 44 13A 19' - 0" 1' - 0" A6-D 9' - 2 1/2" 9' - 3" 10' - 5" 18' - 0" 27' - 2 1/2" 9' - 3" 9' - 3" 9' - 3" 5' - 9 1/2" 6' - 9" A3-D 6' - 9 1/2" 12' - 9" 9' - 10 1/2" 8' - 9" 8' - 9" 16' - 8 1/2" 8' - 10" 8' - 9 1/2" 24' - 8" 2P137 2P138 2P140 2P139 2P120B 2P114 2P111 2P112 2P100 2Q100A 2P121A 2P136 2P134 2P132 2P130B 2P130A 2P128 2P126 2P124 2P122 2P120A 2P123 2P125 2P127 2P129 2P131 2P133 2P135 2Q101 2Q103 2Q102 2Q100 2Q115A 2Q115B 2P110 2P113 2R150C 10' - 5" 1' - 11" 10' - 6 1/2" 6' - 8 1/2" 0' - 3 1/2" 9' - 2 1/2" 10' - 8 1/2" 6' - 8 1/2" 6' - 7" 10' - 5 1/2" 12' - 0 1/2" 12' - 1 1/2" 8' - 2" 1' - 2" 7' - 9 1/2" 11" 38' - 6" 3" 11' - 9" 20' - 1" 8' - 11" 2' - 3" 15' - 0" 2' - 6" A3-C A3-D A3-C A3-D A3-C A3-C A3-C 1' - 3" 11' - 1" A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C 1' - 0" 9' - 6 1/2" A3-D A6-D A3-D A3-D 10 90 99A SARA 2R131 WOMEN'S RESTROOM 2R133 JANITOR 2R135 MEN'S RESTROOM 2R136 FAMILY RESTROOM 2R138 9' - 10 1/2" DIV 27A 26' - 7" 19' - 10" 05 73 13E 19' - 5 1/2" 9' - 4" 1' - 1 1/2" 20' - 3 1/2" 21' - 3 1/2" 2' - 1" 9" 05 73 13E 05 73 13E 12 51 00A 10 44 13A 10 43 00B 45.00° 225.00° 1/ AE7-114 2 AE3-101 AE4-307 1 10/ AE7-308 11/ AE7-308 6/ AE7-308 5/ AE7-308 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" VALLEY VALLEY VALLEY VALLEY RIDGE 3/8" / 1' - 0" MP-1 07 72 00C 05 50 00E OPEN TO BELOW 2' - 0" 1' - 2" 1' - 2" 2 1/2" / 1' - 0" 3/8" / 1' - 0" 5/8" / 1' - 0" OPEN TO BELOW OPEN TO BELOW 4 AE5-204 1 AE5-602 Sim CONCESSION 2Q110 AE5-041 1 TYP AE5-601 25 TYP 10' - 0" 10' - 0" 8" AE5-041 2 TYP 6/ AE7-307 PVC-1 PARAPET PARAPET PVC-1 PARAPET 8" 8" TYP. 2' - 3" OD RD OD RD OD RD 3/8" / 1' - 0" G01K 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:41 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-214-P2 FLOOR PLAN - LEVEL 2 - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00E CAGED ROOF ACCESS LADDER - OSHA COMPLIANT 05 73 13E GLASS HANDRAIL 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 14 53A AUTOMATED EXIT LANE BREACH CONTROL 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 1 AE3-100 2/ AE2-010 1/ AE2-016 2 AE3-100 2 AE3-200 T 14 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 6/ AE6-061 3/8" / 1' - 0" 5/8" / 1' - 0" 5/8" / 1' - 0" 45.00° VALLEY VALLEY MP-1 AE5-601 25 TYP 09 67 23D 13 AE5-601 Sim PVC-1 SMR-1 PARAPET PARAPET 09 91 13D 2 1/2" / 1' - 0" 2 1/2" / 1' - 0" G01K RD OD RD RD 3 AE3-105 SIM 1 AE3-100 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-215-P2 FLOOR PLAN - LEVEL 2 - SECTOR 15 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 2 - LEVEL TWO - SECTOR 15 NO. DATE DESCRIPTION KEYNOTE LEGEND 09 67 23D EXPANSION JOINT 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-200 22 23 24 25 V W X 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 16 SECTOR 15 G01K 09 91 13D 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:50 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-216-P2 FLOOR PLAN - LEVEL 2 - SECTOR 16 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 16 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1/ AE6-062 1/ AE7-211 2/ AE2-014 2 AE3-103 1 AE3-104 6/ AE6-201 3/ AE6-201 3/ AE6-061 5/ AE6-061 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" AE4-204 2 23' - 9" 24' - 3" 45.00° 45.00° 8' - 9" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 13' - 9" 6' - 7 1/2" 12 51 00A 10 90 99A 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3' - 4" 8" MP-1 VALLEY VALLEY VALLEY RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE 05 50 00AB AE5-601 25 TYP AE5-041 2 TYP CONCESSION 2Q120 DOMESTIC HOLDROOM 2R110 CIRCULATION 2J100 CIRCULATION 2J100 PARAPET AREA DIVIDER PVC-1 PVC-1 PS RD OD RD AE5-601 23 TYP 1 AE3-104 SIM 5 AE5-601 Sim 1 AE3-106 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-223-P2 FLOOR PLAN - LEVEL 2 - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00AB ROOFTOP CROSSOVER STAIRS 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2/ AE2-015 3/ AE2-015 2 AE3-105 2/ AE7-211 CONCESSION 2Q150 CONCESSION 2Q110 TELECOM 2R111 ELECTRICAL 2R112 CONCESSION 2Q130 CONCESSION 2Q140 DOMESTIC HOLDROOM 2R1150 DOMESTIC HOLDROOM 2R110 3/ AE6-063 T S R P N M 5 6 7 8 9 7.9 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 AE4-206 2 AE4-203 2 OPEN TO BELOW OPEN TO BELOW A3-D A3-D A3-D A3-D 8' - 2" 12' - 7" 18' - 10 1/2" 135.00° 10 44 13A 12 51 00A DIV 27D 18' - 6 1/2" 15' - 2" DIV 27A 8' - 10" 2R150B 26' - 0" 14' - 0" 40' - 4" CIRCULATION 2R100 CONCESSION 2Q120 WOMEN'S RESTROOM 2R121 MEN'S RESTROOM 2R126 FAMILY RESTROOM 2R125 MOTHER'S ROOM 2R122 5' - 0" 5' - 0" CIRCULATION 2Q105 31' - 6" 8' - 2" 10 44 13B 4/ AE7-114 3/ AE7-114 AE4-308 1 4/ AE7-113 6/ AE7-113 5/ AE7-113 AE5-041 2 TYP 7/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:02 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-224-P2 FLOOR PLAN - LEVEL 2 - SECTOR 24 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-105 4/ AE6-062 3/ AE2-014 1/ AE2-015 7/ AE6-062 2 AE3-104 5/ AE6-062 6/ AE6-062 2/ AE6-063 DOMESTIC HOLDROOM 2R110 DOMESTIC HOLDROOM 2R110 CONCESSION 2Q130 DOMESTIC HOLDROOM 2R110 T S R P N M 2 3 4 D1 3.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 19' - 3" 20' - 9" SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL AE4-206 2 10 44 13A 10 90 99A 12 51 00A 6' - 4" 20' - 0" 28' - 5" 2' - 0 1/2" 15' - 0" 5' - 8 1/2" 10' - 0" 4' - 0" 15' - 0" 10' - 0" 10' - 0" 10' - 0" 4' - 2" 12' - 0" 2R110C 2R110F 2R150A 2R110D 2R110E 9' - 0" 10' - 0" G01K 38' - 6" 84' - 0" AE5-041 2 TYP 1/2" / 1' - 0" 129' - 1" 2 AE3-105 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:09 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-234-P2 FLOOR PLAN - LEVEL 2 - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP 2/ AE2-001 1/ AE2-001 2/ AE2-003 1/ AE2-003 4/ AE2-002 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:17 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-300-P2 ROOF PLAN- OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - PHASE 4 - ROOF - OVERALL NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 8' - 1 3/8" 4' - 3 3/8" VALLEY VALLEY 05 50 00D AE5-601 25 TYP PVC-1 PARAPET PARAPET AREA DIVIDER PACKAGE 1 PACKAGE 2 PACKAGE 1 PACKAGE 2 LEVEL 1 PACKAGE 2 ROOF BELOW LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 2 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 1 PACKAGE 2 ROOF, BELOW LEVEL 1 PACKAGE 2 ROOF, BELOW RD OD RD OD RD PS 1 AE3-102 SIM 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:20 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-313-P2 ROOF PLAN - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00D ACCESS LADDER - ANCHOR TO SLAB ON GRADE 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-101 3 AE3-101 2 AE3-100 3 AE3-105 2 AE3-107 U.9 15.5 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 X.5 W.5 15' - 0" 1' - 7" 25' - 0 1/2" 17' - 6" 07 72 00C 45.00° 45.00° 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 2' - 0" 4' - 2 1/2" 4' - 11" 13' - 6 1/2" 6' - 5 1/2" 13' - 6 1/2" 17' - 5 1/2" 2 AE3-101 07 72 00C 3/4" / 1' - 0" 3/4" / 1' - 0" VALLEY VALLEY RIDGE RIDGE 11 24 29B 11 24 29A 11 24 29B 3/4" / 1' - 0" MP-1 PARAPET PARAPET PARAPET PARAPET RD RD RD RD OD RD OD RD OD AE5-601 25 TYP TYP. 6' - 0" MIN. TYP. 6' - 0" MIN. 6' - 0" MIN. 6' - 0" TYP. 20' - 0" MIN. TYP. 6' - 0" MIN. TYP. 20' - 0" MIN. 1 AE3-106 SIM 5 AE5-601 Sim 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:24 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-314-P2 ROOF PLAN - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 11 24 29A OSHA COMPLIANT FALL PROTECTION SYSTEM 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-100 2 AE3-100 U.9 T S 14 15 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 A3 13.5 SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" NEW EXISTING 09 91 13D 1 3/4" / 1' - 0" AE5-601 25 TYP 2 1/2" / 1' - 0" PARAPET 2 1/2" / 1' - 0" 07 41 13.16A 07 13 26A 06 16 13C 06 16 13C EJ EJ EJ RD OD RD RD 2 AE3-105 SIM 1 AE3-100 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:26 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-315-P2 ROOF PLAN - SECTOR 15 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 2 - ROOF - SECTOR 15 NO. DATE DESCRIPTION KEYNOTE LEGEND 06 16 13C PARAPET SHEATHING 07 13 26A CONT. SELF-ADHERING WATER-PROOFING MEMBRANE SYSTEM. 07 41 13.16A STANDING SEAM METAL ROOFING 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-103 1 AE3-104 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 3/8" / 1' - 0" 1/2" / 1' - 0" 1/2" / 1' - 0" 1/2" / 1' - 0" 5/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 6" 8' - 5 1/2" 35' - 2" 45.00° 6' - 0 1/2" 30' - 0 1/2" RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY MP-1 MP-1 MP-1 MP-1 MP-1 DIV 22D AE5-601 25 TYP 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B TYP. 1' - 3 1/2" TYP. 3' - 11" TYP. 3' - 11" TYP. 3' - 11" 16' - 2 1/2" 20' - 0" 12' - 3" 1' - 3" 12' - 3" RIDGE PVC-1 PARAPET PARAPET PARAPET PARAPET CL 4' - 0" CL 4' - 0" RIDGELINE 6' MAX. 6' MAX AREA DIVIDER AE5-601 23 TYP RD PS RD PS RD OD RD OD RD 5 AE5-601 Sim 1 AE3-106 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:30 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-323-P2 ROOF PLAN - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 11 24 29B ROOF TIEBACK ANCHOR DIV 22D ROOF DRAIN, REF. PLUMBING 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-105 1 AE3-107 T S R P N M 6 7 8 9 D1 7.9 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 DK 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 05 50 00AB 4' - 0" 8' - 5 1/2" 6' - 5 1/2" 28' - 5 1/2" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" TYP. 3' - 6 3/8" TYP. 3' - 3 7/8" 21' - 1" 23' - 0 7/8" 28' - 11 3/8" VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE RIDGE MP-1 MP-1 78' - 11 5/8" 11 24 29B 11 24 29B 11 24 29B 8' - 4 1/2" 11' - 7 1/2" 11' - 7 1/2" 7' - 6 1/2" 10' - 4 1/2" 10' - 4 1/2" 9' - 7 1/2" 20' - 0" 20' - 0" 20' - 0" TYP. 3' - 6" 05 50 00AB PVC-1 PVC-1 PARAPET PARAPET RD RD RD RD OD RD OD RD OD RD OD OD RD AE5-601 25 TYP 5 AE5-601 Sim 1 AE3-106 SIM 1 AE3-106 SIM 1 AE3-107 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:35 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-324-P2 ROOF PLAN - SECTOR 24 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00AB ROOFTOP CROSSOVER STAIRS 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-105 2 AE3-104 T S R P N M 1 2 3 4 40' - 0" D1 3.5 SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL 2' - 8 1/2" 4' - 11" 2' - 6" 11' - 6 1/2" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 8' - 5 1/2" 2' - 0" MP-1 MP-1 MP-1 11 24 29B 11 24 29B AE5-601 25 TYP TYP. 3' - 6" TYP. 20' - 0" TYP. 8 1/2" 11" 20' - 0" 20' - 0" 11" 20' - 0" 11 1/2" PARAPET PARAPET PARAPET PVC-1 PVC-1 RD OD RD RD 2 AE3-107 SIM 4 AE5-601 Sim 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:39 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-334-P2 ROOF PLAN - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES UP UP UP 1/ AE2-002 3/ AE2-001 3/ AE2-002 U.9 15.5 A.7 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P3 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 08-AE-23324-STT_R24 1" = 40'-0" 1 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 3 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 6/ AE6-060 AE4-001 3 3/ AE2-012 1 AE3-200 CIRCULATION 1A101 CONCESSION 1A102 COMMUTER HOLDROOM 1A103 COMMUTER BAG CLAIM 1A104 VESTIBULE 1A110 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 28' - 7 1/2" 2' - 6" 10' - 0" 5' - 0" 25' - 0" 10' - 0" 5' - 0" 2' - 0" 5' - 0" 1A104 DIV 34F DIV 27D 05 52 13M 12 51 00A VESTIBULE 1A100 RESTROOM 1A112 AIRSIDE CIRCULATION 1A111 AIRLINE RAMP SUPPORT 1A114 5' - 11" 5' - 0 1/2" A3-D 15' - 10 1/2" 2' - 7" E3-D 1A113 1A114 1A112 1A111 10 26 13I 7' - 0 1/2" 5' - 0" AE4-301 1 AE4-001 3 1/ AE7-307 13' - 5 1/2" 1' - 0" 1' - 0" 5' - 0" AE5-041 1 TYP AE5-041 2 TYP AE5-041 2 TYP 12' - 3" A3-D G01K 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P3 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 3 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 26 13I CRASH RAILS 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34F BAG SLIDE, REF. BHS G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES E CB CB CB CB CB CB CB CB CB CB 15" RCP 24" RCP 30" RCP 30" RCP 36" RCP 48" RCP 36" RCP 30" RCP 48" RCP 54" RCP CB CB CB TERMINAL BUILDING VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD AK) SMH MIP GREASE_TRAP EL: 15.82 COLUMN (TYP.) COLUMN (TYP.) STAIRS STAIRS WMH MIP HYDRANT_VAULT EL: 15.56 UTILITY BOX - FLUSH W/GRADE FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) SMH MIP GREASE_TRAP 15.88 AA) TOR= 15.42 INV.(SE)= 13.55 (8" STL) INV.(N)= 13.55 (8" STL) AB) AC) AD) AE) AF) AG) AH) AI) AJ) AL) AM) AN) AO) AP) AQ) AR) AS) AT) AU) AV) AW) AX) AY) AZ) BA) BB) BC) BD) BE) BF) BG) BH) BI) BJ) TRAILER TRAILER STAIRS WOOD DOCK BK) GATE BL) BL) BL) BL) BL) CONCRETE WALL SIDEWALK BM) BM) BM) BM) BM) BM) BM) BM) BN) BN) BO) BO) BO) BO) BO) BO) BO) BO) BO) STAIRS CONC. TILE CONC. TILE CONC. TILE CONC. TILE BP) BQ JUNCTION BOX TAXIWAY SHOULDER TAXIWAY SHOULDER MARKING (TYP.) TAXIWAY CENTERLINE MARKING TAXIWAY EDGE MARKING (TYP.) BN) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH C-101 EROSION CONTROL PLAN LEGEND (EXISTING FEATURES) D:\AID Dropbox\1-PROJECTS\STT\STT24001 - STT Terminal\03-Drawings\C-101 EROSION CONTROL PLAN.dwg Tab: C-101 Jun 18, 2025 - 6:08pm Plotted by: Kyle Holley PROJECT LIMITS EXISTING BUILDING C-101 EROSION CONTROL PLAN.dwg 0' 50' 100' EXISTING LIGHT POLE EXISTING WATER MANHOLE EXISTING SANITARY MANHOLE EXISTING INLET SQUARE EXISTING UTILITY PULL BOX (UNK.) EXISTING STORM MANHOLE EXISTING FIRE DEPARTMENT CONNECTION EXISTING WATER VAULT EXISTING WATER VALVE (WATER BOX) EXISTING CURB INLET EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREE (MISCELLANEOUS) EXISTING ELECTRIC HANDHOLE EXISTING PALM TREE EXISTING BUILDING OVERHANG EXISTING FENCE EXISTING CURB EXISTING BOLLARD EXISTING CONCRETE JOINT EXISTING RUNWAY OBJECT FREE AREA INLET PROTECTION LEGEND (PROPOSED WORK) KEYNOTES AA) TOR= 14.30 INV.(SE)= 8.82 (24" RCP) INV.(NW)= 8.77 (24" RCP) SUMP= 8.03 CONNECTIONS ARE UNKNOWN AB) TOR= 15.27 INV.(S)= 12.82 (8" STL) INV.(N)= 12.79 (8" STL) AC) TOR= 15.51 INV.(E)= 12.0± (8" STL) INV.(S)= 11.91 (8" STL) INV.(N)= 11.86 (8" STL) EAST PIPE NOT CONNECTED AT TIME OF SURVEY AD) TOR= 15.61 INV.(S)= 11.51 (8" STL) INV.(N)= 11.51 (8" PVC) FLOW IS TO THE NORTH AE) EL: 15.21 UPB MIP A.E.E. VAULT AF) TOR= 15.13 INV.(E)= 10.58 (18" RCP) INV.(N)= 7.78 (36" RCP) INV.(S)= 7.78 (36" RCP) AG) TOR= 15.40 INV.(N)= 11.85 (18" HDPE) INV.(W)= 11.30 (18" RCP) BOTTOM= 11.20 AH) CONTECH MANHOLE TOR= 15.28 AI) TOR= 15.30 INV.(N)= 12.25 (18" HDPE) AJ) TOR= 15.33 INV.(E)= 10.13 (18" RCP) INV.(N)= 8.70 (30" RCP) INV.(NE)= 8.28 (18" HDPE) INV.(S)= 8.23 (36" RCP) AK) COLUMN (TYP.) AL) TOR= 15.56 INV.(N)= 13.16 (18" HDPE) AM) CONTECH MANHOLE TOR= 15.61 AN) EL: 15.78 MIP A.E.E. VAULT AO) TOR= 15.20 INV.(N)= 8.90 (30" RCP) INV.(S)= 8.40 (30" RCP) AP) TOR= 15.46 INV.(S)= 11.91 (18" HDPE) INV.(N)= 8.86 (18" HDPE) INV.(SW)= 8.54 (18" HDPE) SUMP= 8.21 AQ) EL: 15.76 UPB MIP A.E.E. VAULT AR) WATER QUALITY DRAINAGE MANHOLE TOR= 15.58 INV.(S)= 9.08 (18" HDPE) INV.(N)= 8.28 (18" HDPE) TOP OF FILTER= 11.28 SUMP= 4.48 AS) TOR= 15.62 INV.(S)= 8.42 (18" HDPE) AT) TOR= 15.61 INV.(W)= 10.41 (6" PVC) INV.(S)= 10.26 (8" PVC) INV.(N)= 10.26 (8" PVC) FLOW IS TO THE NORTH AU) TOR= 15.10 INV.(W)= 12.35 (15" RCP) AV) TOR= 15.25 INV.(W)= 13.45 (3" PVC) INV.(SW)= 12.95 (4" PVC) INV.(E)= 12.08 (15" RCP) INV.(NE)= 11.83 (15" RCP) THE WEST AND SOUTHWEST CONNECTIONS ARE BELIEVED TO CONNECT TO ROOF DRAINS AW) TOR= 14.67 INV.(SW)= 11.97 (15" RCP) INV.(NW)= 11.92 (18" HDPE) AX) TOR= 15.95 INV.(S)= 8.85 (8" PVC) INV.(NE)= 8.80 (8" STL) AY) TOR= 14.98 INV.(NE)= 9.38 (18" HDPE) INV.(NW)= 9.48 (24" RCP) INVERTS HAVE BEEN VERIFIED NW PIPE IS HIGHER AZ) TOR= 15.14 INV.(NE)= 10.69 (6" PVC) INV.(SE)= 10.24 (24" RCP) INV.(S)= 10.14 (30" RCP) BA) EL: 15.06 UPB MIP A.E.E. VAULT BB) EL: 15.91 UPB MIP A.E.E. VAULT BC) TOR= 14.92 INV.(SE)= 10.9± (18" HDPE) INV.(NE)= 10.62 (18" HDPE) INV.(SW)= 10.32 (18" HDPE) SUMP= 9.37 BD) EL: 15.86 UPB MIP UNLABELLED VAULT BE) CURB INLET TOR= 15.09 INV.(E)= 12.89 (18" HDPE) INV.(SW)= 11.79 (18" HDPE) BF) TOR= 15.11 INV.(NE)= 12.51 (18" HDPE) INV.(W)= 11.76 (18" HDPE) INV.(SE)= 11.10 (18" HDPE) SUMP= 10.66 THE NORTHEAST CONNECTION IS BELIEVED TO BE THE TRENCH DRAIN HEADING NORTHEASTERLY; THE SOUTHEAST CONNECTION IS UNKNOWN BG) EL: 15.37 UPB MIP UNLABELLED VAULT BH) 14.88 UPB MIP UNLABELLED VAULT BI) TOR= 15.95??? INV.(SW)= 3.71 (8" STL) INV.(N)= 3.66 (8" STL) BJ) TOR= 14.96 THE STRUCTURE IS FULL OF DEBRIS; NO PIPES ARE VISIBLE TOP OF DEBRIS= 13.00 IT IS BELIEVED THAT THIS STRUCTURE IS CONNECTED TO THE TRENCH DRAIN RUNNING SOUTHEASTERLY BK) WOOD STRUCTURE BL) RAMP BM) HANDRAIL BN) SIGN (TYP.) BO) EDGE OF SIDEWALK AND APRON BP) RETAINING WALL BQ) INLET C102-EROSION CONTROL DETAILS.dwg 1. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS/KNOWN WATER WAYS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 2. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS/KNOWN WATER WAYS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS USVI/ ST.CROIX LOCAL GOVERNMENT WATER QUALITY STANDARDS. 3. THE CONTRACTOR SHALL SCHEDULE HIS/HER OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, THEREAFTER ADDITIONALLY, GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 4. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL ALTERED SOILS ARE STABILIZED. PAYMENT FOR EROSION CONTROL FOR THE DURATION OF THE PROJECT SHALL BE INCLUDED IN THE CONTRACTORS LUMP SUM BID FOR TEMPORARY EROSION AND SEDEMENTATION CONTROL. INLET PROTECTION BAGS SHALL BE EMPTIED ONCE THEY HAVE REACHED 50% CAPACITY, AND REPLACED AS NECESSARY IF HOLES OR GAPS IN THE FABRIC FORM FROM ANY WEAR AND TEAR. ALL SEDIMENT SHALL BE DISPOSED OF LEGALLY OFF OF AIRPORT PROPERTY. 5. THE CONTRACTOR SHALL INSTALL SOIL TRACKING PREVENTION DEVICES AT THE EXITS TO ALL CONSTRUCTION STAGING AREAS. SEE DETAIL 1 BELOW. SEDIMENT TRAPPING SUMPS SHALL BE CHECKED WEEKLY AND BE PUMPED OR RE-DUG ONCE THEY HAVE REACHED 50% CAPACITY AND AT A MINIMUM ONCE EACH MONTH. ALL SILT AND SEDIMENT EXCAVATIONS SHALL BE DISPOSED OF LEGALLY OFF OF AIRPORT PROPERTY. EROSION CONTROL NOTES AND DETAILS: EXISTING PAVED ROADWAY A PLAN N.T.S. A TAPER TO EXISTING 4:1 OR LESS TAPER TO SEDIMENT TRAP B 3% 1' MIN B N.T.S. N.T.S. ROCK 4' TEMPORARY ENTRANCE EXISTING PAVED ROADWAY #57 STONE OR CRUSHED GRAVEL FILTER FABRIC 50' 16' BERM 8" HIGH X 3' WIDE 20'R GRADE TO SEDIMENT TRAPPING SUMP N.T.S. 1 CONSTRUCTION ENTRANCE (TYPE 1) OPTIONAL POST POSITIONS VERTICAL ELEVATION SECTION POST OPTIONS: SOFTWOOD 2½" DIA. SOFTWOOD 2" x 4" HARDWOOD 1½" x 1½" STEEL 1.33 LBS./FT. 3' OR MORE 6' MAX. 15" TO 18" 12"MIN. 8" FILTER FABRIC FILTER FABRIC SILT FLOW PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) 20° N.T.S. 3 SILT FENCE, TYPE III SECTION INLET GRATE FILTER FABRIC INSERT FRAME PLAN NOTE: INLET CRATE TO BE WRAPPED WITH FILTER FABRIC AND SECURED IN FRAME. N.T.S. 2 INLET DRAIN PROTECTION (SOIL TRACKING PREVENTION) FILTER FABRIC WRAPPED AROUND INLET GRATE FILTER FABRIC DETAIL C-102 EROSION CONTROL DETAILS 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH UP UP UP 3 3 3 CAT CAT CAT CAT CAT CAT BENCH BENCH 1 4 3 2 L 2 L L ETD ETD ETD BENCH BENCH 1 4 3 ETD 2 L BENCH BENCH 1 3 CB CB CB CB CB CB CB CB CB CB 15" RCP 24" RCP 30" RCP 30" RCP 36" RCP 48" RCP 36" RCP 30" RCP 48" RCP 54" RCP CB CB CB TERMINAL BUILDING VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD TRAILER TRAILER BK) SIDEWALK STAIRS TAXIWAY SHOULDER E WV FDC WV HYDRANT VAULT C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C SS SS SS SS SS SS FH FH FH FH FH FH FH SEE ENLARGED PLAN SHT. C-602 CORE DRILL EXISTING MANHOLE AND CONNECT 16" HDPE ROOF DRAIN 10" CLASS 51 DIP FIRE LOOP (UNDERGROUND) 16" HDPE ROOF DRAIN TRAFFIC RATED MANHOLE AERIAL FIRE PROTECTION MAIN, SEE PLUMBING DRAWINGS FOR INTERNAL BUILDING ROUTING 10" CLASS 51 DIP FIRE LOOP (UNDERGROUND) 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION 10" HDPE CISTERN OVEFLOW LINE. SEE PLUMBING FOR CONTINUATION TRAFFIC RATED MANHOLE WITH GASKETED LID 10" HDPE CISTERN OVEFLOW CORE DRILL EXISTING MANHOLE AND CONNECT OVERFLOW LINE WITH IN-LINE CHECK VALVE AERIAL FIRE PROTECTION MAIN, SEE PLUMBING DRAWINGS FOR INTERNAL BUILDING ROUTING TRAFFIC RATED MANHOLE ASPHALT MILL AND OVERLAY (AFTER PIPE REPLACEMENT) 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH C-601 UTILITY PLAN LEGEND (SYMBOL SIZE MAY VARY) D:\AID Dropbox\1-PROJECTS\STT\STT24001 - STT Terminal\03-Drawings\C-601 UTILITY PLAN.dwg Tab: C-601 Jun 18, 2025 - 6:11pm Plotted by: Kyle Holley PROJECT LIMITS EXISTING BUILDING C-601 UTILITY PLAN.dwg EXISTING LIGHT POLE EXISTING WATER MANHOLE EXISTING SANITARY MANHOLE EXISTING INLET SQUARE EXISTING UTILITY PULL BOX (UNK.) EXISTING STORM MANHOLE EXISTING FIRE DEPARTMENT CONNECTION EXISTING WATER VAULT EXISTING WATER VALVE (WATER BOX) EXISTING CURB INLET EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREE (MISCELLANEOUS) EXISTING ELECTRIC HANDHOLE EXISTING PALM TREE EXISTING BUILDING OVERHANG EXISTING FENCE EXISTING CURB EXISTING BOLLARD EXISTING RUNWAY OBJECT FREE AREA EXISTING CONCRETE JOINT A C E REINFORCED EDGE ISOLATION JOINT DOWELED TRANSVERSE CONTRACTION JOINT DOWELED LONGITUDINAL CONSTRUCTION JOINT 0' 50' 100' SANITARY SEWER LINE STORM DRAINAGE LINE FIRE PROTECTION LINE (U/G) SS FIRE PROTECTION LINE (AERIAL) CONCRETE PAVEMENT ASPHALT PAVEMENT 14 15 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 H AA AB AC AD AE AF AG AH AK A3 A2 13.5 3.5 7.9 AJ K.9 K.3 J.7 DE EXISTING 732,000 GALLON UNDERGROUND CISTERN #1 FOOTPRINT 4" DOMESTIC WATER TAP FROM WAPA I.E. = 1'-2" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 3' - 3" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 4' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 12' - 1" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 11' - 3" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 9" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 8" STORM CONNECTION (470 GPM) I.E. = 3'-8" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 4" STORM CONNECTION (72 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (234 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" S CAP FOR FUTURE CONNECTION EXISTING 468,000 GALLON UNDERGROUND CISTERN #2 FOOTPRINT 2" CONDENSATE I.E. = 2'-1" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 3) 6" STORM CONNECTION (198 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 2" CONDENSATE I.E. = 3'-5" BFF REFER TO CIVIL FOR CONTINUATION 6"ST (177 GPM) 6"ST (234 GPM) 4"ST (75 GPM) 4"ST (46 GPM) 4"ST (106 GPM) 6"ST (178 GPM) 6"ST (229 GPM) 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:11:49 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-000-P1 FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 1 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION 14 15 PE4-102-P2 1 3"PD UP T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 H AA AB AC AD AE AF AG AH AK A3 A2 13.5 3.5 7.9 AJ K.9 K.3 J.7 DE NEW 16" GRAVITY OVERFLOW FROM CISTERN TO STORM, REFER TO CIVIL PLANS. EXISTING 732,000 GALLON UNDERGROUND CISTERN #1 FOOTPRINT EXISTING 468,000 GALLON UNDERGROUND CISTERN #2 FOOTPRINT 4" SANITARY WASTE I.E. = 3' - 3" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 9" BFF REFER TO CIVIL FOR CONTINUATION 6" SANITARY WASTE REFER TO CIVIL FOR CONTINUATION AND GREASE INTERCEPTOR LOCATION (2) GB-1500 HYDROMECHANICAL GREASE INTERCEPTORS REFER TO CIVIL FOR COORDINATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 6" SANITARY WASTE I.E. = 8' - 6" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (289 GPM) I.E. = 6'-1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (257 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 8" STORM CONNECTION (470 GPM) I.E. = 3'-8" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 4" STORM CONNECTION (85 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 12" STORM CONNECTION (2030 GPM) I.E. = 8'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 4'-8" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 4'-10" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (137 GPM) I.E. = 4'-1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (299 GPM) I.E. = 4'-1" BFF REFER TO CIVIL FOR CONTINUATION 10" STORM CONNECTION (1294 GPM) I.E. = 4'-9" BFF REFER TO CIVIL FOR CONTINUATION 10" STORM CONNECTION (1005 GPM) I.E. = 7'-4" BFF REFER TO CIVIL FOR CONTINUATION 8" STORM CONNECTION (616 GPM) I.E. = 5'-7" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (81 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (39 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION STORM PIPE TO CISTERN (TYPICAL) STORM PIPE TO CISTERN (1531 GPM) 4" S CAP FOR FUTURE CONNECTION 3" CONDENSATE I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 4' - 6" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (72 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 2" CONDENSATE I.E. = 2'-1" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 3) 2" CONDENSATE I.E. = 3'-5" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 12' - 1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (234 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" DOMESTIC WATER TAP FROM WAPA I.E. = 1'-2" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 11' - 3" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (198 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 10"ST (933 GPM) 4"ST (106 GPM) 4"ST (46 GPM) 4"ST (75 GPM) 6"ST (234 GPM) 6"ST (177 GPM) 12"ST (1606 GPM) 6"ST (178 GPM) 6"ST (229 GPM) 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:12:15 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-000-P2 FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 2 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION 14 15 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 D1 D2 DJ DH DH1 DG 13.5 3.5 7.9 DA DB DC DD DK AJ DF 17.8 DL K.9 K.3 J.7 DE PE4-103-P2 1 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:13:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-100-P3 PLUMBING PLAN - LEVEL 01 - OVERALL - PACKAGE 3 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - LEVEL ONE - OVERALL - PACKAGE 3 NO. DATE DESCRIPTION TAXIWAY B TAXIWAY F HELICOPTER PARKING GENERAL AVIATION HANGAR AND MAINTENANCE FACILITIES GA APRON JULIAN JACKSON DR. UNIVERSITY RD. STANDARD AVIATION HANGAR ARFF EC1) EC1) EC1) EC2) DIRT ROAD EXCESS SILT PILE EC4) EC4) CONC. EC4) EC4) EC4) EC5) EC6) EC4) EC9) EC8) EC8) EC10) EC10) EC10) EC10) EC10) EC10) EC9) EC9) STORM INLET EC7) EC7) MISC. ITEM MISC. ITEM MISC. ITEMS EC8) MISC. ITEM MISC. ITEM MISC. ITEM EC12) A/C UNIT EC8) EC8) EC8) EC11) EC11) EC11) EC11) EC5) EC5) RETENTION WALL HANDRAIL JULIAN JACKSON DR. JULIAN JACKSON DR. STORM PIPE CATCH BASIN EC13) EC14) EC4) STORM PIPE RETENTION WALL PARKING AREA 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-301 GEOMETRY PLAN C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-301 GEOMETRY PLAN.dwg Tab: C-301 Jul 07, 2025 - 1:01pm Plotted by: Joseph Clark C-301 GEOMETRY PLAN.dwg 0' 40' 80' LEGEND (SYMBOL SIZE MAY VARY) PROJECT LIMITS RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TAXIWAY OBJECT FREE AREA TOFA TAXIWAY SAFETY AREA TSA EXISTING BUILDING EXISTING PROPERTY LINE EXISTING FENCE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING STORM DRAIN CHANNEL EXISTING UTILITY MANHOLE EXISTING OIL/WATER SEPARATOR EXISTING WATER METER EXISTING WATER VALVE EXISTING GUY WIRE START OF CURVE (SC) MIDDLE OF CURVE (MC) END OF CURVE (EC) NOTE: SEE SHEET G-201 FOR EXISTING CONDITIONS KEYNOTES EC1) - EC14) ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL SODDING SEE SHEET C-302 SEE SHEET C-303 SEE SHEET C-304 TAXIWAY B TAXIWAY F HELICOPTER PARKING GA APRON JULIAN JACKSON DR. UNIVERSITY RD. STANDARD AVIATION HANGAR ARFF EC1) EC1) EC1) EC2) DIRT ROAD EC3) EXCESS SILT PILE EC4) EC4) CONC. EC4) EC4) EC4) EC5) EC6) EC4) STORM PIPE EC9) EC8) EC8) EC10) EC10) EC10) EC10) EC10) EC9) EC9) STORM INLET EC7) EC7) MISC. ITEM MISC. ITEM EC4) EC8) MISC. ITEMS EC8) MISC. ITEM MISC. ITEM MISC. ITEM EC12) A/C UNIT EC8) EC8) EC11) EC11) EC11) EC5) EC5) RETENTION WALL HANDRAIL JULIAN JACKSON DR. JULIAN JACKSON DR. STORM PIPE CATCH BASIN EC13) EC14) EC10) EC8) EC11) GENERAL AVIATION HANGAR AND MAINTENANCE FACILITIES ML26 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-701 FINAL MARKING PLAN C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-701 MARKING PLAN.dwg Tab: C-701 Jul 07, 2025 - 1:07pm Plotted by: Joseph Clark C-701 MARKING PLAN.dwg 0' 40' 80' LEGEND (SYMBOL SIZE MAY VARY) PROJECT LIMITS RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TAXIWAY OBJECT FREE AREA TOFA TAXIWAY SAFETY AREA TSA EXISTING BUILDING EXISTING PROPERTY LINE EXISTING FENCE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING STORM DRAIN CHANNEL EXISTING UTILITY MANHOLE EXISTING OIL/WATER SEPARATOR EXISTING WATER METER EXISTING WATER VALVE EXISTING GUY WIRE START OF CURVE (SC) NOTE: SEE SHEET G-201 FOR EXISTING CONDITIONS KEYNOTES EC1) - EC14) MIDDLE OF CURVE (MC) END OF CURVE (EC) ASPHALT PAVEMENT CONCRETE PAVEMENT SEE SHEET C-702 SEE SHEET C-703 GRAVEL SODDING 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-501 TYPICAL SECTIONS C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-501 TYPICAL SECTIONS.dwg Tab: C-501 Jul 07, 2025 - 1:01pm Plotted by: Joseph Clark 1. ALL APRON PAVEMENT TO BE DOUBLE SAWCUT ALONG JOINT LINES TO AVOID DAMAGE TO ADJACENT PANELS. 2. MINIMUM REMOVAL AREA IS 1/2 THE ENTIRE PANEL (NO UTILITY TRENCHING ALLOWED) 3. REINFORCEMENT REQUIRED FOR IRREGULAR PANELS THAT EXCEED A RATIO OF 1.25:1 4. DOWELS REQUIRED FOR FULL PANEL REPLACEMENT. TYPICAL SECTION - GSE CONCRETE REMOVAL AND FULL DEPTH REPLACEMENT NTS 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) TO BE SCARIFIED, REGRADED AND COMPACTED. DEMOLISH 13.75" PCC PAVEMENT (UN-REINFORCED) EXCAVATE 1.25"' EXISTING CALICHE SUBBASE COURSE (P-210) TO A TOTAL DEPTH OF 15" TYPICAL SECTION - CONCRETE APRON 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) DEMOLISH 15" PCC PAVEMENT (UN-REINFORCED) EXISTING 13" CALICHE SUBBASE COURSE (P-210) TYPICAL SECTION - GSE CONCRETE REMOVAL AND GSE ASPHALT REPLACEMENT NTS 5" AC PAVEMENT EXISTING CALICHE SUBBASE COURSE (P-210) TO BE SCARIFIED, REGRADED AND COMPACTED. DEMOLISH (4A/C-201) INSTALL (4B/C-301) DEMOLISH (3A/C-201) INSTALL (3B/C-301) DEMOLISH (2A/C-201) INSTALL (2B/C-301) EXISTING SECTION - CONCRETE APRON EXISTING 15" PCC PAVEMENT (UN-REINFORCED) EXISTING 8" CALICHE BASE COURSE EXISTS IN PORTIONS OF THE APRON AREA OF WORK. REMOVAL IS NECESSARY TO INSTALL DRAINAGE MODIFICATIONS DESCRIBED IN THE PROJECT. EXISTING SECTION - GSE APRON EXISTING 13.75" PCC PAVEMENT (UN-REINFORCED) EXISTING 16" CALICHE BASE COURSE EXISTS IN PORTIONS OF APRON AREA OF WORK. WILL REQUIRE REMOVAL OF THE CONCRETE PORTION IN ITS ENTIERTY, AND EXCAVATION TO A TOTAL DEPTH OF 15" TO CONSTRUCT THE NEW APRON PAVEMENT. DEMOLISH 13.75" PCC PAVEMENT (UN-REINFORCED) 8.75" CRUSHED AGGREGATE BASE EXISTING 7" CEMENT TREATED BASE SCARIFY AND REGRADE EXISTING CTB BASE PROPOSED EXISTING SLOPE VARIES PAVEMENT CUT - SEE NOTE 1 EXIST. ASPHALT EXIST. CALICHE BASE MILLING DEPTH 12" EXISTING ASPHALT AND BASE REMOVAL SEE NOTE 2 VERTICAL SAWCUT AT EDGE OF MILLING TOP LIFT DEPTH OF PAVEMENT SECTION SEE NOTE 2 1' MIN. MILLING LIMIT COMPACTED SUBGRADE 18" CRUSHED AGGREGATE BASE (P-209) 2 C-501 3 C-501 4 C-501 6 C-501 7 C-501 ASPHALT APRON CONNECTOR DETAILS 5 C-501 5" NEW ASPHALT PAVEMENT PLACED IN TWO LIFTS (P-401) 23" EXCAVATION (P-152) TYPICAL SECTION - CONCRETE APRON 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) DEMOLISH 7" ASPHALT PAVEMENT (FIELD VERIFY DEPTH) EXCAVATE 10" CALICHE SUBBASE COURSE (P-210) DEMOLISH (1A/C-201) INSTALL (1B/C-301) DEMOLISH EXISTING 6" CALICHE (FIELD VERIFY DEPTH) 8" NEW CTB BASE (P-304) 1 C-501 (IN EXISTING CONCRETE SECTIONS) (IN EXISTING ASPHALT SECTIONS) EXISTING CALICHE SUBBASE COURSE (P-210) SLOPE VARIES PAVEMENT CUT - SEE NOTE 1 EXIST. ASPHALT EXIST. CALICHE BASE MILLING DEPTH 12" 1' MIN. SEE NOTE 2 VERTICAL SAWCUT AT EDGE OF MILLING TOP LIFT DEPTH OF PAVEMENT SECTION SEE NOTE 2 18" MIN. MILLING LIMIT 12" TYPE B STABILIZATION LBR 40 6" CRUSHED AGGREGATE BASE PRIME COAT TACK COAT VEHICULAR CIRCULAR ROAD RE-SURFACING EXISTS IN PORTIONS OF THE APRON AREA OF WORK. REMOVAL IS NECESSARY TO INSTALL DRAINAGE MODIFICATIONS DESCRIBED IN THE PROJECT. 8 C-501 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community µ 1 in = 600 ft Stormwater Inventory Map Virgin Islands Port Authority Cyril E. King International Airport (STT) St Thomas, U.S. Virgin Islands Job Number: 22A0104 0 600 1,200 Feet !( Storm Sewer Inlet !( Potential Storm Sewer Manhole !( Culvert !( Structure Not Verified Likely Drainage Path 1' Elevation Contour Drainage Areas Document Path: I:\22Jobs\22A0104\CAD\GIS\Projects\STT_Cover Page.mxd Page: 1 of 10 Outfall 001 Outfall 002 Outfall 003 US Virgin Islands May 21, 2025 Parcel Map Property Information Property ID 105104010100 Location LINDBERG 68 THROUGH 72 4A SOUTHSIDE QTR Owner Virgin Islands Port Authority MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT US Virgin Islands makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 04/2025 Data updated 09/2024 Print map scale is approximate. Critical layout or measurement activities should not be done using this resource. 1" = 2516.8317159501 ft 3 R 4 R-4 R-4R-4 R-4 R-3R-3 R-3 R-3 R-4 R-3 R-4 R-3 R-4R-4 R-4 R-4 R-3 R-4 R-4 R-3 R-3R-3R-3 R-4 R-4 R-3 R-3 R-4 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 P ROAD R-3 R-3 R-3 R-3R-3 R-3 R-3 R-3 R-3 R- B-2 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 C ROAD ROAD R-3 B-2 B-2 R-3R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R R-3 R-3R-3 R-3 R-3 R-3 B-2 R-3 B-2 C C R-3 R-3R-3R-3 R-3 R-3 R-3 R-3 B-2 P R-3 C C R-3 R-3 R-3 B-2 R-3 C R-3 R-3 R-3 R-3 R-3 R-3 B-2 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 C R-3 R-3 C R-3 B-2 R-3 C R-3 R-3 R C R-3 R-3 P R-3 P R-3 P R-3 R-3 C R-3 R-3 R-3 R-3 R-3 P R-3 C R-3R-3 R-3 R-3 R-3R-3 C R-3 C P C P C C R R-3 R-3 C C C R-3 C R-3 C C C R-3 C C C P R C C C C CC C C C C C C C C C C C P C P C C C R-3 C P P C R-4 R-4 P R-4 R-4R-4R P R-4R-4R-4 R-4 P R R-4 R-4R-4R-4 R-4ROAD R-4 R-4 R-4 R-4 P R-4 R-4 R P P W-1 W-1 I-2I-2P W-1 P I-2 W-1 P P W-1 ROAD I-2P I-2 P R-3 W-1 I-2 W-1 P W-1 P W-1 W-1 W-1 R-3 I-2 R-3 ROAD P I-2 R-3 R-3 P I-2 R-3 P P I-2 R-3R-3 W-1 R-3 I-2 P R-3 W-1 P R-3 R-3 W-1 R-3 R-3 R-3 R-3 R R-3 R-3 R-3 R-3 P R-3 R-3 P R-3 R-3 I-2 P I-2 R-3 R-3 R-3 ROAD P R-3 I-2 I-2 ROAD P P I-2 P R-3 R-3 R-3 R-3 I-2 I-2 I-2 P I-2 I-2 P I-2 I-2 I-2 I-2 P P I-2 I-2I-2 I-2 P I-2I-2 P I-2 I-2 I-2 I-2 I-2 I-2 ROAD I-2 I-2 I-2 ROAD I-2I-2I-2 P I-2 PP I-2 ROAD I-2 I-2 I-2 I-2 I-2 I-2 P PP P P I 1 P Leaflet | U.S. Virgin Islands