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GEORGE C. SCOTT FIRE STATION HURRICANE REPAIRS FOR: PARCEL NO. 390 ESTATE ANNA'S RETREAT NO. 1 NEW QUARTER ST. THOMAS, U.S. VIRGIN ISLANDS 00802 ST. THOMAS ST. JOHN U.S. VIRGIN ISLANDS Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 23-005.G GEORGE C. SCOTT 09/05/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G000 COVER SHEET LOCATION MAP VICINITY MAP N.T.S. N.T.S. N N PROJECT SITE: PARCEL NO. 390 ESTATE ANNA'S RETREAT ST. THOMAS, VI 00802 P.I.N. 105-602-018-900 PROJECT TEAM: OWNER AGENCY AGENCY PRIME ARCHITECT ARCHITECTURAL CONSULTANT Government of the United States Virgin Islands Office of Disaster Recovery VI Fire and Emergency Services Jaredian Design Group Boschulte Architecture, LLC HONORABLE ALBERT BRYAN, JR. GOVERNOR GOVERNMENT HOUSE, ST. THOMAS 5047 (21-22) KONGENS GADE ST. THOMAS, VI 00802-6487 PHONE: 340-774-0001 FAX: ATT: Albert Bryan, Jr. Governor HONORABLE Adrienne L. Williams-Octalien DIRECTOR VI PUBLIC FINANCE AUTHORITY 1000 KING STREET, SUITE NO. 6 CHRISTIANSTED, VI 00820-4905 PHONE: (340) 778-8135 FAX: ATT: Michael D. Vante EMAIL: mdvante@usvipfa.com HON. ANTONIO STEVENS DIRECTOR VI FIRE & EMERGENCY MEDICAL SERVICES 1005 ESTATE TAARNEBERG ST. THOMAS, VI 00802 PHONE: (340) FAX: ATT: EMAIL: John P. Woods, AIA, NCARB PRINCIPAL 5333 RAADETS GADE SUITE 14 ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: admin@jaredian.com Jeffrey Boschulte, AIA, NCARB PRINCIPAL PO BOX 303190 ST. THOMAS, VI 00803 PHONE: 340-777-2375 FAX: ATT: Jeffrey T. Boschulte EMAIL: info@boschulte.com SLA PROJECT NUMBER: ODR PROJECT NUMBER: PROJECT SITE: PARCEL NO. 390 ESTATE ANNA'S RETREAT ST. THOMAS, VI 00802 P.I.N. 105-602-018-900 INDEX OF DRAWINGS No. Description Date INDEX OF DRAWINGS SHEET NO. SHEET NAME GENERAL G000 COVER SHEET G001 ABBREVIATIONS, PROJECT NOTES, & SYMBOLS G002 PROJECT DATA G003 ACCESSIBILITY COMPLIANCE G004 ACCESSIBILITY COMPLIANCE G005 LIFE SAFETY PLAN CIVIL DRAWINGS C001 GENERAL NOTES C002 GENERAL NOTES C003 EXISTING CONDITION PLAN C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS C005 DEMOLITION PLAN C006 SITE AND GEOMETRY PLAN C007 PAVING, GRADING, DRAINAGE PLAN C008 TYPICAL SECTIONS C009 PAVING, GRADING, DRAINAGE DETAILS C010 PAVING, GRADING, DRAINAGE DETAILS C011 PAVING, GRADING, DRAINAGE DETAILS C012 PAVING, GRADING, DRAINAGE DETAILS C013 PAVING, GRADING, DRAINAGE DETAILS C014 PAVING, GRADING, DRAINAGE DETAILS C015 POTABLE WATER AND SANITARY SEWER NOTES C016 POTABLE WATER AND SANITARY SEWER PLAN C017 POTABLE WATER AND SANITARY SEWER DETAILS C018 POTABLE WATER AND SANITARY SEWER DETAILS STRUCTURAL S001 STRUCTURAL NOTES S002 STRUCTURAL NOTES S003 CISTERN LEVEL PLAN S004 FOUNDATION/ GROUND FLOOR PLAN S005 ROOF FRAMING PLAN S006 WALL SECTIONS S007 WALL SECTIONS S008 WALL SECTIONS S009 WALL SECTIONS S010 STRUCTURAL DETAILS S011 STRUCTURAL DETAILS S012 STRUCTURAL DETAILS S013 STRUCTURAL DETAILS S014 STRUCTURAL DETAILS S015 STRUCTURAL DETAILS S016 STRUCTURAL DETAILS S017 STRUCTURAL DETAILS S018 STRUCTURAL DETAILS ARCHITECTURAL A001 CISTERN IDENTIFICATION FLOOR PLAN A002 CISTERN DIMENSION FLOOR PLAN A101 IDENTIFICATION FLOOR PLAN A102 DIMENSION FLOOR PLAN A103 REFLECTED CEILING PLAN A104 ROOF PLAN A105 FINISH PLAN A106 EQUIPMENT LAYOUT PLAN A107 FURNITURE AND FIXTURES PLAN A150 ENLARGED FLOOR PLANS A151 ENLARGED FLOOR PLANS A152 ENLARGED FEMALE RESTROOM / LOCKER PLAN & INTERIOR ELEVATIONS A153 ENLARGED MALE RESTR0OM / LOCKER PLAN & INTERIOR ELEVATIONS A154 ENLARGED KITCHEN / DINING PLAN, INTERIOR ELEVATIONS & DETAILS A155 ENLARGED RAMP PLAN & DETAILS A201 SOUTH ELEVATION & EAST ELEVATION A202 NORTH ELEVATION & WEST ELEVATION A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 BUILDING SECTIONS A304 BUILDING SECITONS A305 BUILDING SECTIONS A400 SCHEDULES A401 TYPICAL WALL TYPES A402 TYPICAL CEILING DETAILS A403 WINDOW DETAILS A404 DOOR & FRAME DETAILS A405 APPARATUS BAY DOOR DETAILS A406 ROOF DETAILS A407 ROOF DETAILS A408 ROOF DETAILS A501 DOOR ELEVATIONS A502 WINDOW ELEVATIONS A503 EQUIPMENT SCHEDULE A601 INTERIOR ELEVATIONS A602 INTERIOR ELEVATIONS MECHANICAL M0.1 MECHANICAL ABBREVIATIONS, & SCHEDULES M0.2 MECHANICAL DETAILS M0.3 MECHANICAL SPECIFICATIONS M0.4 MECHANICAL SPECIFICATIONS M0.5 MECHANICAL SPECIFICATIONS M0.6 MECHANICAL SPECIFICATIONS M1.0A MAIN LEVEL - MECHANICAL PLAN - NORTH M1.0B MAIN LEVEL - MECHANICAL PLAN - SOUTH M1.1 GENERATOR REMOTE FUEL FILL SCHEMATIC PLUMBING P0.1 PLUMBING SCHEDULES P0.2 PLUMBING DETAILS P0.3 PLUMBING DETAILS P0.4 PLUMBING SPECIFICATIONS P0.5 PLUMBING SPECIFICATIONS P0.6 PLUMBING SPECIFICATIONS P0.7 PLUMBING SPECIFICATIONS P1.0 PLUMBING PLAN - SAN/W/V P1.1 PLUMBING PLAN - WATER ELECTRICAL E0.0 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES E0.1 ELECTRICAL DETAILS E0.2 ELECTRICAL RISER DIAGRAM E0.3 PANEL SCHEDULES E0.4 ELECTRICAL SPECIFICATIONS E0.5 ELECTRICAL SPECIFICATIONS E0.6 ELECTRICAL SPECIFICATIONS E0.7 ELECTRICAL SPECIFICATIONS E1.0 ELECTRICAL FLOOR PLAN - LEVEL 1 E2.0 LIGHTING FLOOR PLAN - LEVEL 1 E3.0 ELECTRICAL HVAC FLOOR PLAN - LEVEL 1 E4.0 ELECTRICAL SITE PLAN ARCHITECTURAL ABBREVIATIONS: ACT. ACOUSTIC CEILING TILE AES. ARCHITECTURALLY EXPOSED STEEL A.F.F. ABOVE FINISH FLOOR B.T.W. BOTTOM OF WALL BLDG. BUILDING CONC. CONCRETE CMU. CONCRETE MASONRY UNIT CWB. CEMENT WALL BOARD DIA. DIAMETER EA. EACH EL. ELEVATION ES. EXPOSED STRUCTURE EQ. EQUAL EXIST. EXISTING F.F. FINISH FLOOR FIN. FINISH FLG. FLOORING FTG. FOOTING GALV. GALVANIZED GWB. GYPSUM WALL BOARD GYP. GYPSUM HOR. HORIZONTAL MTL. METAL MO. MASONRY OPENING O.C. ON CENTER O.D. OUTSIDE DIAMETER PLYW. PLYWOOD PNL. PANEL PNT. PAINT R.W.L. RAIN WATER LEADER PTD. PAINTED T.O.W. TOP OF WALL T.S. TUBULAR STEEL U.N.O. UNLESS NOTED OTHERWISE VBC. VINYL BASECOVE VCT. VINYL COMPOSITION TILE WD. WOOD DIRECTION OF NORTH ARCHITECTURAL SYMBOLS: REFERENCE: TO ENLARGED PLAN, DETAIL OR SECTION 4 A8.0 DETAIL NUMBER DRAWING NUMBER W2 WALL TYPE NUMBER REFERENCE: TO WALL TYPE 4 A8.0 SECTION NUMBER DRAWING NUMBER REFERENCE: TO PARTIAL SECTION 1 A2.0 ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO EXTERIOR ELEVATION A NEW WINDOW LETTER REFERENCE: TO WINDOW SCHEDULE A5.0 6 7 8 10 ELEVATION NUMBER ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO INTERIOR ELEVATION 102 NEW DOOR NUMBER REFERENCE: TO DOOR SCHEDULE NEW ELEVATION TARGET TOP OF MASONRY 625.0' A A-2.0 MATCH LINE MATCH LINE LETTER SHEET NUMBER RIGID INSULATION MATERIALS LEGEND: IN SECTION: BATT INSULATION EARTH / COMPACTED FILL COMPACTED GRAVEL FILL CAST-IN-PLACE OR PRECAST CONCRETE CONCRETE MASONRY UNIT PLASTER STEEL FINISH WOOD UNCUT WOOD SAWCUT WOOD/ BLOCKING/SHIM PLYWOOD PLASTER / CONCRETE IN ELEVATION: 1 ADDENDUM NUMBER 1 CHANGE ORDER NUMBER 1 CLARIFICATION NUMBER PROJECT RECORD NUMBER 1 1 TITLE X-X SCALE: 1"=10'-0" DRAWING TITLE NUMBER SHEET NUMBER Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G001 ABBREVIATIONS & SYMBOLS No. Description Date 1. PROJECT IDENTIFICATION: HURRICANE REPAIRS FOR GEORGE C. SCOTT FIRE STATION 2. SITE ZONING: C-COMMERCIAL (PROPOSED USE: FIRE STATION) 3. OWNER: GOVERNMENT OF THE VIRGIN ISLANDS 4. USER AGENCY: VIRGIN ISLANDS FIRE & EMERGENCY MEDICAL SERVICES (V.I.F.E.M.S.) 5. ARCHITECT: JAREDIAN DESIGN GROUP 6. ARCHITECTURAL CONSULTANT: BOSCHULTE ARCHITECTURE, LLC 7. KEEP ACCESS EASEMENTS, DRIVEWAYS, AND ENTRANCES SERVING PREMISES AND ADJACENT PROPERTIES CLEAR AND AVAILABLE TO OWNER AND EMERGENCY VEHICLES AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. 8. COORDINATE, SCHEDULE, AND APPROVE PERMANENT AND TEMPORARY UTILITIES, INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 9. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. 10. REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OFF-SITE FOR ALL DEMOLITION AND CONSTRUCTION WASTE DEBRIS, AND FOR ANY DUMPSTER, TRUCKING AND LANDFILL FEES. 11. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. 12. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. 13. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. 14. CONTRACTOR TO FIELD VERIFY EXISTING SURFACES PRIOR TO ORDERING OF ANY MATERIALS AND PRIOR TO COMMENCING WORK. DO NOT SCALE DRAWINGS. 15. DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE FOR THE WORK TO BE REJECTED BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY DAMAGES OR INJURIES WHICH MAY OCCUR DUE TO ANY UNAPPROVED DEVIATION FROM THE CONSTRUCTION DOCUMENTS. 16. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AND/OR ARCHITECT IMMEDIATELY IN WRITING IF CONDITIONS ENCOUNTERED IN FIELD ARE DIFFERENT FROM CONDITIONS INDICATED ON DRAWINGS. GENERAL NOTES Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G002 PROJECT DATA No. Description Date L C FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS X 80 2030 FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 10 max 255 1220 48 max 15 min 380 FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH 15 min 380 48 max 1220 FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 (a) (b) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36 min 48 min 24 max 1220 610 915 32 min 815 32 min 815 915 36 min 610 24 max FIGURE 303.3 BEVELED CHANGE IN LEVEL 0' - 4" max X > 27 ≥ 1/4" 1/4" 1/2" 1 2 FRONT APPROACH 1' - 6" min. 5' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE 90.00° HINGE APPROACH 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 1' - 10" CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH APPROACH 2' - 0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 0" min. 2' - 0" min. FRONT APPROACH (WITH CLOSER AND LATCH) 1' - 6" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 5' - 0" min. 1'-0" min. HINGE SIDE APPROACH (WITH CLOSER AND LATCH) 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 2' - 4" min. CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH SIDE APPROACH (WITH CLOSER) 2' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 6" min. 2' - 0" min. T-SHAPED TURNING SPACE base arm arm 5' - 0" min. 3' - 0" min. 2' - 0" min. 1' - 0" min. 3' - 0" min. 1' - 0" min. 5' - 0" min. 2' - 6" CIRCULAR TURNING SPACE TRANSFER SIDE (b) stall type (a) wall hung type FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 33"-36" 2' - 0" min. 1' - 0" min. FINISH FLOOR GRAB BAR 3' - 0" min. ALTERNATE DOOR LOCATION 0' - 4" max. 0' - 4" max. 2' - 8" min. 16" - 18" 5' - 0" 1' - 0" min. 2' - 0" min. 3' - 0" min. 3' - 6" min. 4'-8" min. 3' - 6" min. 1' - 0" max. 17" max. 1' - 1 1/2" min. FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 7" - 9" 15" min. 48" ma. to top of outlet 1' - 1 1/2" 0' - 6" max. 0' - 11" max. 0' - 8" min. 2' - 3" min. 2' - 10" max. 6' - 2" min. 3' - 4" max. to reflective surface MIRROR TOE AND KNEE CLEARANCE 15" - 48" to top of outlet SOAP DISPENSER TOWEL DISPENSER FINISH FLOOR ACCESSORY MOUNTING HEIGHTS LAVATORY ELEVATION TOILET PAPER DISPENSER WALL/ FLOOR MOUNTED TOILET ELEVATIONS URINAL ELEVATIONS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT PLAN Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G003 ACCESSIBILITY COMPLIANCE 3/8" = 1'-0" 1 BUILDING BLOCKS 1/2" = 1'-0" 2 DOOR CLEARANCES 1/2" = 1'-0" 3 FLOOR CLEARANCES 1/2" = 1'-0" 4 MOUNTING HEIGHTS No. Description Date L C FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 100-160 4-6¼ perimeter (a) (b) 2¼ max 57 2¼ max 57 FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS X X Note: X = tread depth FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 12 min 305 FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE vehicle pull-up space AREA TO BE MARKED curb line full length of 1525 60 min FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE slope slope FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 min 305 12 min 305 FIGURE 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE 38 1½ min FIGURE 505.5 HANDRAIL CLEARANCE 38 1½ min FIGURE 505.4 HANDRAIL HEIGHT 34-38 865-965 (a) stairs (b) ramps 865-965 34-38 (c) walking surfaces 34-38 865-965 FIGURE 504.5 STAIR NOSINGS 13 30° max 38 38 (c) curved nosing (d) beveled nosing (b) angled riser 1½ max 1½ max (a) radius of tread edge (typical for all profiles) radius ½ max FIGURE 703.6 PICTOGRAM FIELD 6 min 150 MEN not in pictogram field FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 18 min 455 18 min 455 centered on tactile characters ADJOINING SURFACE MAXIMUM SLOPE 1 20 CURB RAMP SLOPE 45.00° Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G004 ACCESSIBILITY COMPLIANCE 1/2" = 1'-0" 1 GENERAL SITE AND BUILDING ELEMENTS No. Description Date DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 BAY WIDTH 18' - 0" BAY WIDTH 18' - 0" BAY WIDTH 18' - 0" 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 3' - 5 1/4" 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 6' - 0" 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G005 LIFE SAFETY PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL LIFE SAFETY PLAN C001 GENERAL NOTES DIVISION I- GENERAL REQUIREMENTS AND COVENANTS 1. ONLY APPROVED MATERIALS SHALL BE USED CONTRACTOR SHALL USE ONLY MATERIALS IN THE WORKS THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS, RELEVANT SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLICATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2000." 2. INSPECTION AND TESTS AT SOURCE OF SUPPLY 2.1 GENERAL: IF THE VOLUME, PROGRESS OF THE WORK, AND OTHER CONSIDERATIONS WARRANT, THE ENGINEER OF RECORD(E.O.R.) MAY INSPECT THE MATERIALS AT THE SOURCE OF SUPPLY. 2.2 COOPERATION BY CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE E.O.R. WITH FREE ENTRY AT ALL TIMES TO SUCH PARTS OF THE PLANT THAT CONCERN THE MANUFACTURE OR PRODUCTION OF THE MATERIALS ORDERED. 3. CONTROL BY SAMPLES AND TESTS 3.1 PAVEMENT SAMPLES: FOR BOTH BASE COURSE AND SURFACE COURSE PAVEMENTS, THE CONTRACTOR SHALL FURNISH SAMPLES TAKEN FROM THE COMPLETED WORK FROM ANY LOCATION THAT THE E.O.R. INDICATES, AND IMMEDIATELY REPLACE THE AREAS SO REMOVED WITH MATERIALS AND CONSTRUCTION THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND TO THE LINE AND GRADE OF THE IMMEDIATE SURROUNDING PAVEMENT SURFACE. 3.2 APPLICABLE STANDARDS: METHODS OF SAMPLING AND TESTING MATERIALS SHALL BE IN ACCORDANCE WITH STANDARDS OF AASHTO OR ASTM. 3.3 SIEVES: USE SIEVES MEETING THE REQUIREMENTS OF AASHTO M 92. 3.4 INSPECTION AT PLANTS: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ACCESS TO ALL PARTS OF ALL PAVING OR OTHER PLANTS CONNECTED WITH THE WORK TO OBSERVE WEIGHTS OR PROPORTIONS OR CHARACTER OF MATERIALS AND TO DETERMINE TEMPERATURE USED IN PREPARING MATERIALS AND MIXTURES. 3.5 COMPACTION TESTS - PAVEMENT MATERIALS 3.5.1 WHEN REQUESTED BY THE ENGINEER OF RECORD (E.O.R.): NUCLEAR DENSITY OR OTHER APPROVED COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER OF COMPACTED BASE AND EMBANKMENTS. TWENTY-FOUR HOURS NOTICE OF ANY TEST SHALL BE GIVEN TO THE PROJECT ENGINEER AND COPIES OF THE TEST RESULT SHALL BE FORWARDED TO THE E.O.R. AS SOON AS POSSIBLE. THE CONTRACTOR SHALL KEEP COPIES OF THE TIME AND LOCATION OF ALL TESTS. 3.5.2 FIELD-TESTING: SHALL CONFORM TO ASTM STANDARDS OR APPROVED EQUIVALENT. MOISTURE DENSITY CURVES SHALL CONFORM TO ASTM D698-78; SIEVE ANALYSES TO ASTM C136-84A; AND FIELD DENSITIES TO ASTM D2167-84 OR TO ASTM D2922-81. 4. STORAGE OF MATERIALS 4.1 METHOD OF STORAGE: MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PRESERVE THEIR QUALITY AND FITNESS FOR THE WORK TO FACILITATE PROMPT INSPECTION AND TO MINIMIZE THE NOISE IMPACTS ON SENSITIVE RECEIVERS. 5. DEFECTIVE MATERIALS 5.1 THE FOLLOWING MATERIALS SHALL BE CONSIDERED DEFECTIVE: ALL MATERIALS NOT MEETING THE REQUIREMENTS OF THESE SPECIFICATIONS; MATERIALS THAT ARE OR HAVE BEEN IMPROPERLY STORED; AND MATERIALS THAT ARE MIXED WITH EXCESS OF CLAY, COAL , STICKS, BURLAP, HAY, STRAW, LOAM OR EARTH, OR OTHER DEBRIS. 6. LEGAL REQUIREMENTS AND RESPONSIBNILITY TO THE PUBLIC 6.1 OCCUPATIONAL SAFETY AND HEALTH REQUIREMENTS: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE, HEALTH AND GENERAL OCCUPATIONAL WELFARE OF ALL PERSONS INCLUDING THE CONTRACTORS EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE. 7. SANITARY PROVISIONS 7.1 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI). 8. CONTROL OF CONTRACTOR'S EQUIPMENT 8.1 PROTECTION FROM DAMAGE BY TRACTOR-TYPE EQUIPMENT: THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE THAT TRACTOR-TYPE EQUIPMENT DOES NOT DAMAGE THE ROAD. IF SUCH DAMAGE SHOULD OCCUR, CONTRACTOR SHALL REPAIR IT WITHOUT DELAY, AT NO EXPENSE TO THE OWNER AND SUBJECT TO THE APPROVAL OF THE E.O.R. 9. PRESERVATION OF PROPERTY 9.1 UTILITIES: CONTRACTOR SHALL NOT COMMENCE WORK AT POINTS WHERE THE CONSTRUCTION OPERATIONS ARE ADJACENT TO UTILITY FACILITIES OR OTHER PROPERTY, UNTIL MAKING ARRANGEMENTS WITH THE UTILITY FACILITIES TO PROTECT AGAINST DAMAGE THAT MIGHT RESULT IN EXPENSE, LOSS, DISRUPTION IN SERVICE OR OTHER INCONVENIENCE TO THE PUBLIC OR THE OWNERS. 10. RECORD OF CONSTRUCTION MATERIALS 10.1 GENERAL: FOR ALL CONSTRUCTION MATERIALS USED IN CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL PRESERVE FOR THE E.O.R'S INSPECTION THE INVOICES AND RECORDS OF MATERIALS FOR A PERIOD OF THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. THIS ALSO APPLIES TO MATERIALS PURCHASED BY SUBCONTRACTORS. DIVISION II- CONSTRUCTION DETAILS 1. CONSTRUCTION EQUIPMENT-GENERAL REQUIREMENTS 1.0 GENERAL: UNLESS RESTRICTED TO A SPECIFIC TYPE BY THE CONTRACT DOCUMENTS OR THE E.O.R., THE CONTRACTOR MAY PERFORM THE WORK USING EQUIPMENT, TOOLS, MACHINERY, ETC., OF HIS OWN CHOOSING. NOTE THAT FACILITIES TO BE CONSTRUCTED UNDER THE CONTRACT ARE ADEQUATE TO SUPPORT ONLY THEIR DESIGN LOADS IN THEIR COMPLETED CONSTRUCTION STAGE. IF THE CONTRACTOR'S EQUIPMENT OR PROCEDURES DURING CONSTRUCTION DAMAGE ANY PART OF THE FACILITY, THE CONTRACTOR SHALL REPLACE OR REPAIR IT AS DIRECTED BY THE E.O.R . AT NO EXPENSE TO THE OWNER. 2. MAINTENANCE OF TRAFFIC 2.1 DESCRIPTION: THE CONTRACTOR SHALL MAINTAIN TRAFFIC WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION PERIOD, INCLUDING ANY TEMPORARY SUSPENSIONS OF THE WORK. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ANY DETOUR FACILITIES, PROVIDE NECESSARY FACILITIES FOR ACCESS TO RESIDENCES, BUSINESSES, ETC., ALONG THE PROJECT. CONTRACTOR SHALL FURNISH AND APPLY CALCIUM CHLORIDE OR WATER ON THE SUBGRADE, UNSURFACD BASE, OR OTHER UNSURFACED TRAVELED WAYS IN ORDER TO CONTROL DUST DURING THE CONSTRUCTION OPERATIONS. 3. TRAFFIC CONTROL 3.1 STANDARDS: FHWA'S MUTCD PART VI IS THE MINIMUM STANDARDS FOR TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. CONTRACTOR SHALL UNDERSTAND THE STANDARDS ESTABLISHED IN THE AFOREMENTIONED MANUAL CONSTITUTE THE MINIMUM REQUIREMENTS FOR NORMAL CONDITIONS. THE E.O.R. MAY REQUIRE ADDITIONAL TRAFFIC CONTROL DEVICES, WARNING DEVICES, BARRIERS, OR OTHER SAFETY DEVICES WHERE UNUSUAL, COMPLEX, OR PARTICULARLY HAZARDOUS CONDITIONS EXIST. 3.2 MAINTENANCE OF DEVICES AND BARRIERS:P CONTRACTOR SHALL KEEP TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS IN THE CORRECT POSITION PROPERLY DIRECTED, CLEARLY VISIBLE AND CLEAN AT ALL TIMES. CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE OR CLEAN DAMAGED, DEFACED, OR DIRTY DEVICES OR BARRIERS AND HAVE THE E.O.R. APPROVE THEM FOR USE. 4. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 4.1 DESCRIPTION: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON THE PROJECT AND IN AREAS OUTSIDE THE RIGHT-OF-WAY WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT, SO AS TO PREVENT POLLUTION OF WATER, DETRIMENTAL EFFECTS TO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT RIGHT-OF-WAY AND DAMAGE TO WORK ON THE PROJECT. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEEATURES OR, WHERE PRACTICAL, CONSTRUCT AND MAINTAIN PERMANENT EROSION CONTROL FEATURES AS SHOWN IN THE PLANS OR AS MAY BE DIRECTED BY THE E.O.R. 5. CLEARING AND GRUBBING 5.1 DESCRIPTION: CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE AREAS OF THE ROADWAY RIGHT-OF-WAY AND OF BORROW PITS, SAND-CLAY BASE MATERIAL PITS, LATERAL DITCHES AND ANY OTHER AREAS SHOWN IN THE PLANS TO BE CLEARED AND GRUBBED. REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, AND OTHER SUCH PROTRUDING OBJECTS, AND BUILDINGS, STRUCTURES, APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED CONSTRUCTION, AND REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION. CONTRACTOR SHALL ALSO PERFORM MISCELLANEOUS WORK THE E.O.R. CONSIDERS NECESSARY FOR THE COMPLETE PREPARATION OF THE OVERALL PROJECT SITE AS FOLLOWS: (a) PLUG ANY WATER WELLS THAT ARE ENCOUNTERED WITHIN THE RIGHT-OF-WAY AND THAT ARE TO BE ABANDONED. (b) LEVEL THE TERRAIN OUTSIDE THE LIMITS OF CONSTRUCTION FOR PURPOSES OF FACILITATING MAINTENANCE AND OTHER POST-CONSTRUCTION OPERATIONS. (c) TRIM TREES AND SHRUBS WITHIN THE PROJECT RIGHT-OF-WAY THAT ARE IDENTIFIED IN THE PROJECT DOCUMENTS. 8. PRIME AND TACK COATS FOR BASE COURSES 8.1 DESCRIPTION: CONTRACTOR SHALL APPLY PRIME COATS ON PREVIOUSLY PREPARED BASES, AND APPLY TACK COATS ON PREVIOUSLY PREPARED BASES AND ON EXISTING PAVEMENT SURFACES. 8.2 PRIME COAT: FOR PRIME COAT, CONTRACTOR SHALL USE CUTBACK ASPHALT GRADE RC-70 OR RC-250 MEETING REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS, SECTION 916-3. 8.3 COVER MATERIAL FOR PRIME COAT: UNIFORMLY COVER THE PRIME BASE BY A LIGHT APPLICATION OF COVER MATERIAL. THE CONTRACTOR MAY USE EITHER SAND OR SCREENINGS FOR COVER MATERIAL. FOR THE SAND, MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-2 OR 902-6, AND FOR THE SCREENINGS MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-5. IF EXPOSING THE PRIMED BASE COURSE TO GENERAL TRAFFIC, APPLY A COVER MATERIAL THAT HAS BEEN COATED WITH 2 TO 4% ASPHALT CEMENT. APPLY THE ASPHALT COATED MATERIAL AT APPROXIMATELY 10 LB /SQ.YD [5.5 KG/SQ. M]. ROLL THE ENTIRE SURFACE OF ASPHALT COATED MATERIAL WITH A TRAFFIC ROLLER AS REQUIRED TO PRODUCE A REASONABLE DENSE MAT. 8.4 TACK COAT: UNLESS THE CONTRACT DOCUMENTS CALL FOR A SPECIFIC TYPE OR GRADE OF TACK COAT, USE UNDILUTED EMULSIFIED ASPHALT GRADES RS-1 OR RS-2 MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 916-4. HEAT RS-1 OR RS-2 TO A TEMPERATURE OF 140 TO 180° F [60 TO 82°C]. 8.5 APPLICATION OF PRIME COAT 8.5.1 GENERAL: CONTRACTOR SHALL CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE CONTENT OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME MATERIAL IS BETWEEN 100 AND 150° F [40 AND 65° C]. APPLY THE MATERIAL WITH A PRESSURE DISTRIBUTOR. DETERMINE THE APPLICATION AMOUNT BASED ON THE CHARACTER OF THE SURFACE. USE AN AMOUNT SUFFICIENT TO COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITH NO EXCESS. 8.5.2 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION THAT IS NOT LESS THAN 0.1 GAL/SQ.YD [0.5 L/SQ.M], UNLESS A LOWER RATE IS DIRECTED BY THE E.O.R. 8.6 APPLICATION OF PRIME COAT 8.6.1 WHERE REQUIRED: IN GENERAL THE E.O.R. WILL NOT REQUIRE A TACK COAT ON PRIMED BASES EXCEPT IN AREAS THAT HAVE BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR IN AREAS WHERE THE PRIME HAS CURED TO AN EXTENT THAT IT HAS LOST ALL BONDING EFFECT. GENERALLY, THE E.O.R. WILL REQUIRE A TACK COAT ON HOT BITUMINOUS BASE COURSE BEFORE PLACING THE SURFACE COURSE. 8.6.2 METHOD OF APPLICATION: CONTRACTOR SHALL APPLY THE TACK COAT WITH A PRESSURE DISTRIBUTOR EXCEPT THAT ON SMALL JOBS, IF APPROVED BY THE E.O.R., IT MAY BE APPPLIED BY OTHER MECHANICAL DEVICES OR BY HAND METHODS. HEAT THE BITUMINOIS MATERIAL TO A SUITABLE TEMPERATURE AS DESIGNATED BY THE E.O.R., AND APPLY IT IN A THIN, UNIFORM LAYER. 8.6.3 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GAL/SQ.YD [0.09 AND 0.36 L/SQ.M]. 9. BITUMINOUS SURFACE TREATMENT (INCLUDING MINERAL SEAL COAT) 9.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT A WEARING SURFACE OF SEPARATE APPLICATIONS OF BITUMINOUS MATERIAL COVEREED WITH AGGREGATE, EITHER IN SINGLE APPLICATIONS, DOUBLE (ALTERNATE) APPLICATIONS OR TRIPLE (ALTERNATE) APPLICATIONS 9.2 COMPOSITION AND PROPORTIONING: THE COMPOSITION AND PROPORTIONING FOR THE VARIOUS TYPES OF BITUMINOUS SURFACE TREATMENT AND FOR MINERAL SEAL COAT SHALL BE AS PER THE TABLES IN FDOT STANDARD SPECIFICATIONS SECTION 310-2. . 9.3 EQUIPMENT: 9.3.1 PRESSURE DISTRIBUTOR: CONTRACTOR SHALL PROVIDE A PRESSURE DISTRIBUTOR THAT IS EQUIPPED WITH PNEUMATIC TIRES HAVING A SUFFICIENT WIDTH OF RUBBER IN CONTACT WITH THE ROAD SURFACE TO AVOID BREAKING THE BOND OR FORMING A RUT IN THE SURFACE. ENSURE THAT THE DISTANCES BETTWEEN THE CENTRES OF OPENINGS OF THE OUTSIDE NOZZLES OF THE SPRAY BAR IS EQUAL TO THE WIDTH OF THE APPLICATION REQUIRED, WITHIN A ALLOWABLE VARIATION OF 2 INCHES [50 MM]. ENSURE THAT THE OUTSIDE NOZZLE AT EACH END OF THE SPRAY BAR HAS AN AREA OF OPENING NOT LESS THAN 25% OR MORE THAN 75% IN EXCESS OF THE OTHER NOZZLES. ENSURE THAT ALL NOZZLES HAVE UNIFORM OPENINGS. 9.3.2 SPREADING EQUIPMENT: CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS AD AGGREGATE SPREADERS AT THE SITE OF THE WORK TO ENSURE CONTINUOUS SPREADING OF THE AGGREGATE ON THE UNCOVERED BITUMINOUS MATERIAL. USE A SPREADER OF THE MECHANICAL TYPE THAT IS SELF-SUPPORTED (TOWED) OR SELF-PROPELLED THAT IS CAPABLE OF PRODUCING A SMOOTH, UNIFORM DISTRIBUTION OF THE COVER MATERIAL. DO NOT USE SPREADERS OF THE TYPE ATTACHED DIRECTLY TO THE BACK OF THE TRUCK BODY (TAIL GATE SPREADERS). 11. TYPE S ASPHALT CONCRETE 11.1 DESCRIPTION: THE COMPOSITION AND PHYSICAL TEST PROPERTIES FOR ALL MIXES INCLUDING TYPE S ASPHALTIC CONCRETE (SI, SII AND SIII) ARE SHOWN IN FDOT STANDARD SPECIFICATIONS, TABLES 331-1 AND 331-2. 12. INLETS, MANHOLES, AND JUNCTION BOXES 12.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT DROP INLETS, MANHOLES, JUNCTION BOXES, SHOULDER GUTTER INLETS, AND YARD DRAINS FROM REINFORCED CONCRETE. FURNISH AND INSTALL THE NECESSARY METAL FRAMES AND GRATINGS. ALSO, ADJUST THOSE STRUCTURES SHOWN IN THE PLANS TO BE ADJUSTED OR WHICH ARE REQUIRED TO BE ADJUSTED FOR THE SATISFACTORY COMPLETION OF THE WORK. 12.2 EXCAVATION: WHERE UNSUITABLE MATERIALS FOR FOUNDATIONS IS ENCOUNTERED, EXCAVATE THE UNSUITABLE MATERIAL AND BACKFILL WITH SUITABLE MATERIAL PRIOR TO CONSTRUCTING OR SETTING INLETS, MANHOLES AND JUNCTION BOXES. 12.3 PLACING PIPE: CONTRACTOR SHALL CONSTRUCT INLET AND OUTLET PIPES FROM THE SAME SIZE AND KIND AS THE CONNECTING PIPE SHOWN IN THE PLANS. EXTEND THE PIPES THROUGH THE WALLS FOR A DISTANCE BEYOND THE OUTSIDE SURFACE SUFFICIENT FOR THE INTENDED CONNECTIONS, AND CONSTRUCT THE CONCRETE AROUND THEM NEATLY TO PREVENT LEAKAGE AROUND THEIR OUTER SURFACE. KEEP THE INLET AND OUTLET PIPES FLUSH WITH THE INSIDE OF THE WALL. RESILIENT CONNECTORS MAY BE USED IN LIEU OF A MASONRY SEAL. 12.4 BACKFILLING: BACKFILLING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 125, MEETING THE SPECIFIC REQUIREMENTS OF BACKFILLING AND COMPACTION AROUND INLETS, MANHOLES AND JUNCTION BOXES DETAILED IN 125-8.1 AND 125-8.2. DIVISION III- SUPPLEMENTAL NOTES 1. GENERAL NOTES 1.1 ACCOMMODATION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHEDS AND STORES AND REMOVE THE SAME FROM SITE ON COMPLETION OF WORKS. NO STRUCTURE SHALL BE ERECTED ON SITE WITHOUT THE OWNER'S WRITTEN CONSENT. SUCH CONSENT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CITING TEMPORARY STRUCTURES CLEAR OF THE WORKS. 1.2 STANDARDS: ALL WORK SHALL BE CARRIED OUT IN CONFORMITY WITH SOUND MODERN ROAD MAKING PRACTICES IN WHICH THE CONTRACTOR OR ANY SUB-CONTRACTOR MUST HAVE CONSIDERABLE KNOWLEDGE AND EXPERIENCE. THE CONTRACTOR SHALL CARRY OUT THE WORK IN A DILIGENT AND ORDERLY MANNER. SUFFICIENT EQUIPMENT AND QUALIFIED PERSONNEL SHALL BE AVAILABLE TO ACCOMPLISH THE WORK AT ALL TIMES. A SUITABLE QUALIFIED PERSON SHALL BE CONTINUOUSLY IN CHARGE OF THE WORK. 1.3 SUPPLY OF WATER: THE CONTRACTOR SHALL ARRANGE FOR AN ADEQUATE SUPPLY OF FRESH WATER AT THE SITE, INCLUDING PROVISION OF ANY STORAGE TANKS, SO THAT SUFFICIENT FRESH WATER IS AVAILABLE FOR THE EXECUTION OF THE WORKS. 1.4 PROTECTION OF WORKS FROM WEATHER: THE CONTRACTOR SHALL CAREFULLY PROTECT FROM INJURY BY RAIN, HEAT OR INCLEMENT WEATHER ALL WORKS, WHICH MAY BE ADVERSELY AFFECTED THEREBY. 1.5 CLEANLINESS OF SITE: THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, ETC. AS THEY ACCUMULATE ON THE SITE, AND CLEAN THE AREAS AS NECESSARY SO THAT THE SITE IS KEPT CLEAN AND TIDY DURING THE PROGRESS OF THE CONTRACT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT NO EARTH, DEBRIS OR ROCK IS DEPOSITED ON PUBLIC OR PRIVATE RIGHTS OF WAY AS RESULT OF THE WORKS, INCLUDING ANY DEPOSITS ARISING FROM THE MOVEMENT OF PLANT. THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND LABOUR ARISING FROM COMPLIANCE WITH THIS CLAUSE. 1.6 REGULATIONS: THE CONTRACTOR SHALL: 1.6.1 ABIDE BY THE LAWS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI), PARTICULARLY WITH REGARD TO FIRE REGULATIONS AND SAFETY. 1.6.2 OBTAIN ALL NECESSARY PERMITS TO CUT DOWN TREES, BURN WASTE AND DEBRIS, AND ABIDE BY STIPULATION OF PERMITS. 2. EARTH WORKS 2.1 DEFINITIONS AND CLASSIFICATIONS: THE FOLLOWING DEFINITIONS OF EARTH WORKS MATERIAL SHALL APPLY TO THIS AND OTHER CLAUSES OF THE SPECIFICATION IN WHICH REFERENCE IS MADE TO THE DEFINED MATERIALS: A) 'TOP SOIL' SHALL COMPRISE ALL THAT CAN SUPPORT VEGETATION. B) 'SUITABLE MATERIAL' SHALL COMPRISE ALL THAT WHICH IS ACCEPTABLE IN ACCORDANCE WITH THE CONTRACT FOR USE IN THE WORKS AND WHICH IS CAPABLE OF BEING COMPACTED IN THE MANNER SPECIFIED IN THESE SPECIFICATIONS. C) 'UNSUITABLE MATERIAL' SHALL MEAN OTHER THAN SUITABLE MATERIAL AND SHALL INCLUDE: (I) MATERIAL FROM SWAMPS. (II) LOGS, STUMPS AND PERISHABLE MATERIAL. (III) MATERIALS SUSCEPTIBLE TO SPONTANEOUS COMBUSTION. CLAY OF LIQUID LIMIT EXCEEDING 80 % AND/OR PLASTICITY INDEX EXCEEDING 55 %. (D)'ROCK' SHALL MEAN A HARD NATURAL MATERIAL THAT NEEDS THE USE OF BLASTING OR PNEUMATIC TOOLS OR RIPPING FOR REMOVAL. (E)'CUT' IS DEFINED AS THE MATERIAL REQUIRED TO BE REMOVED TO ACHIEVE TO THE DESIGN ELEVATION (SUB-BASE GRADE). (F)'FILL' IS DEFINED AS THE MATERIAL REQUIRED TO BE PLACED IN ORDER TO ACHIEVE THE DESIGN ELEVATION. 2.2 EXCAVATION 2.2.1 THE EXCAVATION SHOWN ON THE DRAWINGS OR SPECIFIED BY THE OWNER'S REPRESENTATIVE SHALL BE CARRIED OUT TO SUCH LINES, LEVELS, DIMENSIONS AND SLOPES. EXCAVATION FACES SHALL BE NEATLY TRIMMED. 2.2.2 A TOLERANCE OF ONE INCH OVER OR UNDER THE DESIGN PROFILES MAY BE PERMITTED UNLESS OTHERWISE REQUIRED BY THE CONTRACT. 2.2.3 ANY EXCESS DEPTH EXCAVATED BELOW THE FORMATION PROFILE TOLERANCE SPECIFIED SHALL BE MADE GOOD BY BACK FILLING WITH SUITABLE MATERIAL OF SIMILAR CHARACTERISTICS TO THAT REMOVED, AND COMPACTED IN ACCORDANCE WITH THESE SPECFICATIONS. 2.2.4 THE SLOPES OF ALL CUTTINGS SHALL BE CLEARED OF ALL ROCK FRAGMENTS, WHICH MOVE WHEN PRIED BY A CROW BAR. 10. HOT BITUMINOUS MIXTURES 10.1 TRANSPORTATION OF THE MIXTURE: TRANSPORT THE MIXTURE IN TIGHT VEHICLES PREVIOUSLY CLEANED OF ALL FOREIGN MATERIAL. AFTER CLEANING, THINLY COAT THE INSIDE OF THE TRUCK BODIES WITH SOAPY WATER OR AN APPROVED EMULSION CONTAINING NOT MORE THAN 5% OIL. APPLY THE COATING PRIOR TO THE FIRST LOADING EACH DAY AND REPEAT AS NECESSARY THROUGHOUT THE DAY'S OPERATIONS. AFTER THE TRUCK BODIES ARE COATED AND BEFORE ANY MIXTURE IS PLACED THEREIN, RAISE THEM TO DRAIN OUT ANY EXCESS LIQUIDS. COVER EACH LOAD DURING COOL AND CLOUDY WEATHER AND AT ANY TIME THERE IS A PROBABILITY OF RAIN. 10.2 PREPARATION OF APPLICATION SURFACES 10.2.1 CLEANING: PRIOR TO THE LAYING OF THE MIXTURE, CLEAN THE SURFACE OF THE BASE OR THE PAVEMENT TO BE COVERED OF ALL LOOSE OR DELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPPLEMENTED BY HAND BROOMING WHERE NECESSARY. 10.2.2 PATCHING AND LEVELING COURSES: WHEN AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, AND WHEREVER THE PLANS INDICATE, BRING THE EXISTING SURFACE TO PROPER GRADE AND CROSS SECTION BY THE APPLICATION OF PATCHING AND LEVELING COURSES. 10.2.3 APPLICATION OVER SURFACE TREATMENT: WHERE AN ASPHALT MIX IS TO BE PLACED OVER NEWLY CONSTRUCTED SURFACE TREATMENT, SWEEP AND DISPOSE OF ALL LOOSE MATERIAL FROM THE PAVING AREA. 10.2.4 COATING SURFACES OF CONTACTING STRUCTURES: PAINT ALL STRUCTURES WHICH WILL BE IN ACTUAL CONTACT WITH THE ASPHALT MIXTURE, WITH THE EXCEPTION OF THE VERTICAL FACES OF THE EXISTING PAVEMENTS AND CURBS OR CURB AND GUTTER, WITH A UNIFORM COATING OF ASPHALT CEMENT TO PROVIDE A CLOSELY BONDED, WATER-TIGHT JOINT. 10.3 PLACING MIXTURE 10.3.1 ALIGNMENT OF EDGES: LAY ALL ASPHALTIC CONCRETE MIXTURES, INCLUDING LEVELING COURSES OTHER THAN ADJACENT TO CURB AND GUTTER AND OTHER TRUE EDGES, BY THE STRINGLINE METHOD TO OBTAIN AN ACCURATE, UNIFORM ALIGNMENT OF THE PAVEMENT EDGE. 10.3.2 TEMPERATURE OF SPREADING: THE CONTRACTOR SHALL MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING TO WITHIN +/- 24° F [+/- 14° C] OF THE ESTABLISHED MIX TEMPERATURE ESTABLISHED BY THE CONTRACTOR. AS A MINIMUM, THE ENGINEER WILL TAKE MIX TEMPERATURES OF THE MIX ON THE ROAD IN AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN SPECIFIED TOLERANCE CORRECTIVE ACTION MAY NEED TO BE TAKEN. 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 6. STABILIZING 6.1 DESCRIPTION: STABILIZE DESIGNATED PORTIONS OF THE ROADBED TO PROVIDE A FIRM AND UNYIELDING SUBGRADE, HAVING THE REQUIRED BEARING VALUE SPECIFIED IN THE PLANS. WHEN SPECIFIED IN THE PLANS, PROVIDE ADDITIONAL STRENGTHENING OF THE SUBBASE BY ADDITIONAL STABILIZING OF THE UPPER PORTION OF THE PREVIOUSLY STABILIZED SUBGRADE, WITHIN THE LIMITS SPECIFIED. 6.2 MAXIMUM PARTICLE SIZE OF MIXED MATERIALS: AT THE COMPLETION OF THE MIXING, ENSURE THAT THE GRADATION OF THE MATERIAL WITHIN THE LIMITS OF THE AREA BEING STABILIZED IS SUCH THAT 97% WILL PASS A 3 1/2" (90MM) SIEVE AND THAT THE MATERIAL DOES NOT HAVE A PLASTICITY INDEX GREATER THAN EIGHT OR LIQUID LIMIT GREATER THAN THIRTY. 6.3 DENSITY REQUIREMENTS: WITHIN THE ENTIRE LIMITS OF THE WIDTH AND DEPTH OF THE AREAS TO BE STABILIZED, OBTAIN A MAXIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T180. 7. GRANULAR BASE 7.1 MATERIALS: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) STANDARD. THE CONTRACTOR MAY USE MORE THAN ONE SOURCE OF GRANULAR BASE ON A SINGLE CONTRACT PROVIDED THAT A SINGLE SOURCE IS USED THROUGHOUT THE ENTIRE WIDTH AND DEPTH OF A SECTION OF BASE. OBTAIN APPROVAL FROM THE E.O.R. BEFORE PLACING MATERIAL FROM MORE THAN ONE SOURCE. 7.2 METHOD OF SPREADING: CONTRACTOR SHALL SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COURSE ROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK. 7.3 GRANULAR BASE FOR SHOULDER PAVEMENT: UNLESS OTHERWISE PERMITTED, CONTRACTOR SHALL COMPLETE ALL GRANULAR BASE SHOULDER CONSTRUCTION AT ANY PARTICULAR LOCATION BEFORE PLACING THE FINAL COURSE OF PAVEMENT ON THE TRAVELED ROADWAY. WHEN DUMPING MATERIAL FOR THE CONSTRUCTION OF A GRANULAR BASE ON THE SHOULDERS, DO NOT ALLOW MATERIAL CAPABLE OF SCARRING OR CONTAMINATING THE PAVEMENT SURFACE ON THE ADJACENT PAVEMENT. IMMEDIATELY SWEEP OFF ANY GRANULAR MATERIAL THAT IS DEPOSITED ON THE SURFACE COURSE. 7.4 DENSITY REQUIREMENTS: WHEN PROPER MOISTURE CONDITIONS ARE OBTAINED, COMPACT MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. COMPACT THE GRANULAR BASE FOR SHOULDER PAVEMENT TO NOT LESS THAN 95% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. 7.5 PRIMING: CONTRACTOR SHALL APPLY THE PRIME COAT ONLY WHEN THE BASE MEETS THE SPECIFIED DENSITY REQUIREMENTS AND WHEN THE MOISTURE CONTENT IN THE TOP HALF OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE OF THE BASE MATERIAL. AT THE TIME OF PRIMING ENSURE THAT THE BASE IS FIRM, UNYIELDING AND IN SUCH CONDITION THAT NO UNDUE DISTORTION WILL OCCUR. 7.6 MAINTAINING: MAINTAIN THE TRUE CROWN AND TEMPLATE, WITH NO RUTTING OR OTHER DISTORTION WHEN APPLYING THE SURFACE COURSE. 9.3.3 ROLLERS: CONTRACTOR SHALL PROVIDE ROLLERS THAT ARE 3 TO 5 TON [2.7 TO 4.5 METRIC TON] STEEL-TIRED OR COMBINATION STEEL AND RUBBER-TIRED, ROLLERS AND SELF-PROPELLED, PNEUMATIC-TIRED TRAFFIC TYPE ROLLERS THAT ARE EQUIPPED WITH AT LEAST SEVEN SMOOTH-TREAD, LOW-PRESSURE TIRES AND CAPABLE OF CARRYING A LOAD OF AT LEAST 8 TONS [7 METRIC TONS]. MAINTAIN THE INFLATION IN THE TIRES SUCH THAT IN NO TWO TIRES THE AIR PRESSURE VARIES MORE THAN 5 PSI [35 KPA]. LOAD THE TRAFFIC LOADER AS DIRECTED BY THE E.O.R. 9.4 APPLICATION OF BITUMINOUS MATERIAL: 9.4.1 DISTRIBUTOR PRESSURE: AFTER CLEANING THE SURFACE TO BE TREATED TO THE SATISFACTION OF THE E.O.R. ,THE CONTRACTOR SHALL UNIFORMLY SPRAY THE BITUMINOUS MATERIAL OVER THE SURFACE BY MEANS OF A PRESSURE DISTRIBUTOR. WHEN A SURFACE CONSTRUCTED UNDER THIS SECTION IS ON A PAVED SHOULDER, USE A STRINGLINE OR OTHER APPROVED METHOD TO PRODUCE A UNIFORM LINE ALONG THE EDGE OF THE APPLIED BITUMINOUS MATERIAL ADJACENT TO THE TRAFFIC LANES. USE A DISTRIBUTOR THAT MAINTAINS A PRESSURE OF AT LEAST 20 PSI [140 KPA] AND 75 PSI [520 KPA]. 9.4.2 APPLICATION TEMPERATURES: FOR ASPHALT CEMENT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 300 AND 350° F [150 AND 175° C]. FOR EMULSIFIED ASPHALT MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 100 AND 170° F [38 AND 75° C]. FOR CUT-BACK ASPHALT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 175 AND 275° F [80 AND 135° C]. 9.4.3 UNIFORMITY OF DISTRIBUTION: CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO OBTAIN AN EVEN AND UNIFORM DISTRIBUTIOIN OF BITUMINOUS MATERIAL, AND ADJUST AND OPERATE THE DISTRIBUTOR SO AS TO MAINTAIN UNIFORM, EVEN DISTRIBUTION OF THE MATERIAL BEING APPLIED. IMMEDIATELY REMOVE EXCESSIVE DEPOSITS OF BITUMINOUS MATERIAL UPON THE ROAD SURFACE CAUSED BY STOPPING AND STARTING THE DISTRIBUTOR, BY LEAKAGE OR OTHERWISE. 9.5 SPREADING COVER MATERIAL 9.5.1 SPREADING: SPREAD THE COVER MATERIAL IMMEDIATELY FOLLOWING EACH APPLICATION OF BITUMINOUS MATERIAL. UNIFORMLY DISTRIBUTE THE COVER MATERIAL OVER THE BITUMINOUS SURFACE IN ONE, TWO, OR THREE COURSES AS SPECIFIED. PERFORM SPREADING USING APPROVED MECHANICAL SPREADERS. USING ONLY DIRVERS EXPERIENCED IN THIS TYPE OF WORK FOR DRIVING THE SPREADERS. DO NOT DRIVE TRUCKS OR SPREADERS ON THE UNCOVERED BITUMINOUS MATERIAL. 9.5.2 BROOMING AND DRESSING: IMMEDIATELY AFTER EACH APPLICATION OF COVER MATERIAL, BROOM THE SURFACE IN ORDER TO SECURE A UNIFORM DISTRIBUTION OF COVER MATERIAL AND A SMOOTH SURFACE. PLACE ADDITIONAL AGGREGATE BY HAND ON ANY AREAS NOT PROPERLY COVERED. 9.6 ROLLING AND CURING 9.6.1 GENERAL REQUIREMENTS: IMMEDIATELY AFTER THE SPREADING AND DRAGGING OF EACH APPLICATION OF COVER MATERIAL, ROLL THE ENTIRE SURFACE. BEGIN ROILLING WITHIN 30 MINUTES AFTER SPREADING OF THE COVER MATERIAL. BEGIN ROLLING AT THE EDGES AND PROGRESS TO THE CENTRE OF THE SURFACE, UNIFORMLY LAPPING EACH PRECEDING PASS AND THOROUGHLY COVERING THE ENTIRE SURFACE. DURING ROLLING, PERFORM ADDITIONAL DRAGGING AND HANDBROOMING AS SPECIFIED ABOVE. FIRST ROLL THE ENTIRE SURFACE WITH A TRAFFIC ROLLER, FOLLOWED IMMEDIATELY WITH A STEEL-WHEELED ROLLER. COVER THE ENTIRE SURFACE WITH A STEEL-WHEELED ROLLER. THEN, ROLL THE COVER MATERIAL AGAIN WITH THE TRAFFIC ROLLER. CONTINUE THE ROLLING AS LONG AS IS NECESSARY TO ENSURE THE THOROUGH KEYING OF THE COVER MATERIAL AND TO SECURE A UNIFORMLY CLOSED SURFACE. 9.6.2 SHOULDER PAVEMENT: FOR BITUMINOUS SURFACE-TREATED SHOULDER PAVEMENT, THE E.O.R. MAY REQUIRE ADDITIONAL ROLLING AS HE DEEMS NECESSARY TO COMPENSATE FOR THE LACK OF SUBSEQUENT ROLLING BY HIGHWAY TRAFFIC. 9.7 SURFACE REQUIREMENTS: CONTRACTOR SHALL PROVIDE A FINISHED SURFACE THAT IS UNIFORM AND CONFORMS TO THE LINES, GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. REMOVE ALL PORTIONS OF THE COMPLETED SURFACE THAT ARE DEFECTIVE, ARE NOT PROPERLY FINISHED, HAVE FAT JOINTS, OR ARE NOT IN REASONABLY CLOSE CONFORMANCE WITH THESE SPECIFICATIONS, AND REPLACE THEM WITH A SATISFACTORY SURFACE. 9.8 PROTECTION: AFTER APPLYING THE BITUMINOUS MATERIAL, THE CONTRACTOR SHALL PREVENT TRAFFIC FROM USING THE ROAD UNTIL PLACING AND THOROUGHLY ROLLING THE COVER MATERIAL. IF POSSIBLE COMPLETE THE TRAFFIC OFF THE FINISHED SURFACE FOR AT LEAST 48 HOURS AFTER COMPLETING FINISHING 2. INTERMEDIATE ROLLING: PROVIDE FIVE COVERAGES WITH A SEFL-PROPELLED PNEUMATIC-TIRED ROLLER, FOLLOWING AS CLOSE BEHIND THE SEAL ROLLNG OPERATION AS THE MIX WILL PERMIT. 3. FINAL ROLLING: PROVIDE ONE COVERAGE WITH A TANDUM STEEL-WHEELED ROLLER (STATIC MODE ONLY), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], AFTER COMPLETING THE SEAL ROLLING AND INTERMEDIATE ROLLING, BUT BEFORE THE SURFACE PAVEMENT TEMPERATURE DROPS BELOW 160° F [70°C]. 10.4.2 ROLLING PROCEDURES: ENSURE THAT THE INITIAL ROLLLING IS LONGITUDINAL. WHERE THE LANE BEING PLACED IS ADJACENT TO A PREVIOUSLY PLACED LANE, PINCH OR ROLL THE CENTRE JOINT PRIOR TO ROLLING THE REST OF THE LANE. ROLL ACROSS THE MAT, OVERLAPPING THE ADJACENT PASS BY AT LEAST 6 INCHES [150 MM]. ROLL SLOWLY ENOUGH TO AVOID DISPLACEMENT OF THE MIXTURE AND CORRECT ANY DISPLACEMENT AT ONCE BY THE USE OF RAKES AND THE ADDITION OF FRESH MIXTURE AS REQUIRED. 10.4.3 SPEED OF ROLLING: OPERATE THE SELF-PROPELLED, PNEUMATIC-TIRED ROLLER AT THE SPEED OF 6 TO 10 MPH [10 TO 16 KM/H]. FOR EACH ROLLER DO NOT EXCEED AN AREA OF COVERAGE OF 3,000 SQ.YD/H [2,500 SQ.M/H]. 10.4.4 CORRECTING DEFECTS: CONTRACTOR SHALL NOT ALLOW ROLLERS TO DEPOSIT GASOLINE, OIL, OR GREASE ONTO THE PAVEMENT. REMOVE OR REPLACE ANY AREAS DAMAGED BY SUCH DEPOSITS AS DIRECTED BY THE E.O.R.REMOVE AND REPLACE ANY MIXTURE REMAINING UNBONDED AFTER ROLLING. CORRECT ALL DEFECTS PRIOR TO LAYING THE SUBSEQUENT COURSE. C002 GENERAL NOTES D) A TAMPING ROLLER, FOR THE PURPOSE OF THIS SPECIFICATION, IS A MACHINE WITH A ROLL OR ROLLS FROM WHICH 'FEET' PROJECT. THE PROJECTED END AREA OF EACH FOOT SHALL EXCEED 0.11SQ.FT AND THE SUM OF THE AREAS OF FEET SHALL EXCEED 15 PER CENT OF THE AREA OF THE CYLINDER SWEPT BY ENDS OF THE FEET. THE REQUIREMENTS FOR TAMPING ROLLERS APPLY TO MACHINES THAT HAVE 2 ROLLS IN TANDEM. IF ONLY ONE TAMPING ROLL TRAVERSES EACH POINT ON THE SURFACE OF THE LAYER ON ANY ONE PASS OF THE MACHINE, THE MINIMUM NUMBER OF PASSES SHALL BE TWICE THE NUMBER GIVEN IN TABLE 2.1 E) FOR PNEUMATIC-TYRED ROLLERS MASS PER WHEEL IS THE TOTAL MASS OF THE ROLLER DIVIDED BY THE NUMBER OF WHEELS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 2.2.5 CONSTRUCTION TRAFFIC SHALL NOT USE ANY ROAD FORMATION AT THE BOTTOM OF A CUTTING UNLESS THE CUTTING IS IN ROCK OR THE CONTRACTOR MAINTAINS THE LEVEL OF THE BOTTOM SURFACE AT LEAST 1 FOOT ABOVE FORMATION LEVEL. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY DAMAGE TO THE SUB-GRADE ARISING FROM SUCH USE OF THE SURFACE. 2.3 PREPARATION OF FILL AREAS: UNLESS OTHERWISE REQUIRED BY THE CONTRACT THE NATURAL GROUND OVER WHICH FILLING IS TO BE PLACE SHALL BE CLEARED OF ALL LOOSE BOULDERS, GRASS, PRODUCTIVE SOIL, BUSHES, TREES, ROOTS AND OTHER VEGETATION. NO FILLING MATERIAL SHALL BE PLACED UNTIL ALL WATERCOURSES HAVE BEEN DIVERTED OR UNDER DRAINED. ALL POTHOLES OR CAVITIES DISCOVERED SHALL BE OPENED UP, FILLED AND COMPACTED BEFORE ANY FILLING TAKES PLACE. 2.4 FORMING OF EMBANKMENTS: ALL FILLING MATERIAL SHALL BE OBTAINED FROM APPROVED BORROW AREAS OR FROM OTHER SOURCES APPROVED BY THE PROJECT ENGINEER. 2.4.1 EMBANKMENTS SHALL BE FORMED OF MATERIAL DEFINED AS SUITABLE MATERIAL IN CLAUSE 4.1 THE MATERIAL SHALL BE DEPOSITED AND COMPACTED AS SOON AS PRACTICABLE AFTER EXCAVATION IN ACCORDANCE WITH CLAUSE 4.7. EMBANKMENTS SHALL BE BUILT UP EVENLY OVER THE FULL WIDTH AND SHALL BE MAINTAINED AT ALL TIMES WITH A SURFACE OF SUFFICIENT CAMBER AND SUFFICIENTLY EVEN TO ENABLE SURFACE WATER TO DRAIN READILY FROM THEM. DAMAGE TO COMPACTED LAYERS BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR. 2.4.2 THE EXISTING GROUND BELOW EMBANKMENT AREAS SHALL BE CLEARED AS SPECIFIED IN 2.4, AND THEN RIPPED TO A DEPTH OF TWELVE INCHES (12") BELOW EXISTING GROUND LEVEL. THE RIPPED ROCK SHALL THEN BE WELL WALKED IN UNTIL IT WILL PASS A 4" GAUGE AND THOROUGHLY COMPACTED IN ACCORDANCE WITH TABLE 2.1. 2.4.3 ROCK USED, AS FILL SHALL BE OF SUCH SIZE THAT IT CAN BE DEPOSITED IN HORIZONTAL LAYERS, EACH NOT EXCEEDING 18 INCHES LOOSE DEPTH AND EXTENDING OVER THE FULL WIDTH OF THE EMBANKMENTS. MATERIALS SHALL BE SPREAD AND LAID BY A CRAWLER TRACTOR WEIGHING NOT LESS THAN 15 TONS AND COMPACTED IN ACCORDANCE WITH CLAUSE 3.2. EACH LAYER SHALL CONSIST OF REASONABLY GRADED ROCK AND ALL SURFACE VOIDS SHALL BE FILLED WITH BROKEN FRAGMENTS BEFORE THE NEXT LAYER IS PLACED. THE TOP SURFACE AND SIDE SLOPES OF EMBANKMENTS SO FORMED SHALL BE THOROUGHLY BLINDED WITH APPROVED FINE GRADED MATERIALS TO SEAL THE SURFACE. 2.4.4 IF THE CONTRACTOR WISHES TO CONTINUE TO USE THE SURFACE OF EMBANKMENTS FOR CONSTRUCTION TRAFFIC BEFORE TRIMMING TO FORMATION LEVEL HE SHALL BRING UP AND MAINTAIN THE SURFACE TO A LEVEL NOT LESS THAN 6 INCHES ABOVE FORMATION LEVEL. ANY DAMAGE TO THE SUBGRADE CAUSE BY THE USE OF SUCH SURFACE SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. 2.5 COMPACTION ALL MATERIAL SHALL BE COMPACTED AS SOON AS PRACTICABLE AFTER DEPOSITION. THE PERCENTAGE COMPACTION SHALL EQUAL OR EXCEED 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. AS A GUIDELINE TABLE 2.1 GIVES COMPACTION REQUIREMENTS FOR TYPES OF EQUIPMENT, DEPTH OF LAYER AND NUMBER OF PASSES. LISTED BELOW ARE THE DEFINITIONS AND CLASSIFICATIONS ASSOCIATED WITH TABLE 2.1 TABLE 2.1 COMPACTION REQUIREMENTS D= MAXIMUM DEPTH OF COMPACTED LAYER (INCHES) N= MINIMUM NUMBER OF PASSES _________________________________________________________________ TYPE OF CATEGORY UNIFORMLY COMPACTION GRADED PLANT MATERIAL _________________________________________________________________ MASS PER YD WIDTH OF ROLL: D N _________________________________________________________________ SMOOTH- OVER 0.71T UP TO 0.91T 5 10* WHEELED OVER 0.91T UP TO 1.80T 5 8* ROLLER OVER 1.81T UNSUITABLE _________________________________________________________________ GRID ROLLER OVER 0.91T UP TO 1.81T 6 10* OVER 1.81T UP TO 1.82T UNSUITABLE OVER 1.82T UNSUITABLE _________________________________________________________________ TAMPING OVER 4.41T 10 4 ROLLER _________________________________________________________________ VIBRATING MASS PER YARD WIDTH OF A ROLLER VIBRATING ROLL: OVER 0.09T UP TO 0.15T 6 16 OVER 0.15T UP TO 0.24T 6 12 OVER 0.24T UP TO 0.44T 6 6 OVER 0.44T UP TO 0.60T 8 10* OVER 0.60T UP TO 0.77T 9 12* OVER 0.77T UP TO 0.97T 10 10* OVER 0.97T UP TO 1.21T 11 8* OVER 1.21T UP TO 1.44T 12 8* OVER 1.44T UP TO 1.68T 12 6* OVER 1.68T 12 4* _________________________________________________________________ 2.6 NOTES TO TABLE 2.1 A) THE DEPTH OF COMPACTED LAYER IS THE HEIGHT BY WHICH THE EMBANKMENT IS RAISED BY EACH SUCCESSIVE COMPACTED LAYER. B) THE NUMBER OF PASSES IS THE NUMBER OF TIMES THAT EACH POINT ON THE SURFACE OF THE LAYER BEING COMPACTED HAS BEEN TRAVERSED BY THE ITEM OF COMPACTION PLANT. C) THE COMPACTIVE EFFORT OF EACH COMPACTOR IS A FUNCTION OF THE MASS OF THE MACHINE AND THE COMPACTION PLANT IN TABLE 2.1 IS LISTED IN TERMS OF THEIR MASSES. THE MASS PER YARD WIDTH OF ROLL IS THE TOTAL MASS ON THE ROLL DIVIDED BY THE TOTAL ROLL WIDTH. WHERE A SMOOTH-WHEELED ROLLER HAS MORE THAN ONE AXLE. THE MACHINE SHALL BE ASSESSED ON THE BASIS OF THE AXLE GIVING THE HIGHEST VALUE OF MASS PER YARD WIDTH. F) IN ASSESSING THE NUMBER OF PASSES OF PNEUMATIC-TYRED ROLLER THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS TOGETHER WITH THE SUM OF THE SPACING NOT EXCEEDING 10 INCHES. WHERE THE SPACING EXCEEDS 10 INCHES THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS ONLY. G) VIBRATING ROLLERS ARE SELF-PROPELLED OR TOWED SMOOTH WHEELED ROLLERS HAVING MEANS OF APPLYING MECHANICAL VIBRATION TO ONE OR MORE ROLLS. H) THE REQUIREMENTS FOR VIBRATING ROLLERS ARE BASED ON THE USE OF THE LOWEST GEAR ON A SELF-PROPELLED MACHINE WITH MECHANICAL TRANSMISSION AND A SPEED OF 0.93 -1.55 MPH FOR A TOWED MACHINE, OR A SELF-PROPELLED MACHINE WITH HYDROSTATIC TRANSMISSION. IF HIGHER GEAR SPEEDS ARE USED AN INCREASED NUMBER OF PASSES SHALL BE PROVIDED IN PROPORTION TO THE INCREASE ON SPEED TO TRAVEL. I) WHERE THE MECHANICAL VIBRATING IS APPLIED TO TWO ROLLS IN TANDEM, THE MINIMUM NUMBER OF PASSES SHALL BE HALF THE NUMBER GIVEN IN TABLE 2.1 FOR THE APPROPRIATE MASS PER YARD WIDTH OF THE ONE VIBRATING ROLL. IF ONE ROLL DIFFERS IN MASS PER YARD WIDTH FROM THE OTHER THE NUMBER OF PASSES SHALL BE CALCULATED AS FOR THE ROLL WITH THE SMALLEST VALUE. ALTERNATIVELY THE MACHINE MAY BE TREATED AS HAVING A SINGLE VIBRATING ROLL MISSING LINE WITH THE HIGHER VALUE. J) VIBRATING TYPE ROLLERS OPERATING WITHOUT VIBRATION WILL BE CLASSIFIED AS SMOOTH-WHEELED ROLLERS. K) VIBRATING ROLLERS SHALL BE OPERATED WITH THEIR VIBRATORY MECHANISM OPERATING ONLY AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. ALL SUCH ROLLERS SHALL BE EQUIPPED OR PROVIDED WITH A DEVICE AUTOMATICALLY INDICATING THE FREQUENCY AT WHICH THE MECHANISM IS OPERATING. L) VIBRATING-PLATE COMPACTORS ARE MACHINES HAVING A BASE PLATE TO WHICH IS ATTACHED A SOURCE OF VIBRATION CONSISTING OF ONE OR TWO ECCENTRICALLY WEIGHTED SHAFTS. M) THE MASS PER UNIT AREA OF BASE-PLATE OF A VIBRATING PLATE COMPACTOR IS CALCULATED BY DIVIDING THE TOTAL MASS OF THE MACHINE IN IT'S WORKING CONDITION BY IT'S AREA IN CONTACT WITH COMPACTED SOIL. N) VIBRATING-PLATE COMPACTORS SHALL BE OPERATED AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. THEY SHALL NORMALLY BE OPERATED AT TRAVELLING SPEEDS OF LESS THAN 0.62MPH BUT IF HIGHER SPEEDS ARE NECESSARY THE NUMBER OF PASSES SHALL BE INCREASED IN PROPORTION TO THE INCREASE IN SPEED OF TRAVEL. O) VIBRO-TAMPERS ARE MACHINES IN WHICH AN ENGINE-DRIVEN RECIPROCATING MECHANISM ACTS ON A SPRING SYSTEM THROUGH WHICH OSCILLATIONS ARE SET UP IN A BASE-PLATE. P) POWER RAMMERS ARE MACHINES, WHICH ARE ACTUATED BY EXPLOSIONS IN AN INTERNAL COMBUSTION CYLINDER, EACH EXPLOSION BEING CONTROLLED MANUALLY BY THE OPERATOR. Q) IN THE CASE OF POWER RAMMERS AND DROPPING WEIGHT COMPACTORS ONE PASS WILL BE CONSIDERED AS MADE WITH THE COMPACTING SHOE HAS MADE ON STRIKE ON THE AREA IN QUESTION. R) FOR ITEMS MARKED * THE ROLLERS SHALL BE TOWED BY TRACK LAYING TRACTORS. SELF-PROPELLED ROLLERS ARE UNSUITABLE. S) WHERE COMBINATIONS OF DIFFERENT TYPES OF CATEGORIES OF PLANT ARE USED, THE COMPACTION REQUIREMENTS SHALL BE DECIDED UPON BY THE PROJECT ENGINEER, IN ACCORDANCE WITH TABLE 2.1. 2.7 SUB-GRADE AT SECTIONS TO BE RECONSTRUCTED OR WHERE CUTTING IS REQUIRED, THE EXISTING FORMATION SHALL BE SCARIFIED TO A DEPTH OF 6" BELOW FORMATION LEVEL. THE SCARIFIED MATERIAL SHALL THEN BE SHAPED AND ROUGH GRADED, WATERED AND COMPACTED IN ACCORDANCE WITH TAB 6.1 AFTER HARD PLANNING TO ACHIEVE THE REQUIRED CROSS-FALL A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE LAYER IS ACHIEVED, EXCEPT FOR VERGES. THEY SHALL BE LEFT WITH A ROUGH SURFACE TO RECEIVE THE SUBSEQUENT BASE LAYER. 2.8 BACKFILLING TO RETAINING WALLS BACKFILL TO RETAINING WALLS SHALL BE PLACED IN LAYERS NOT EXCEEDING NINE INCHES (9") THICK AND THOROUGHLY, BUT NOT EXCESSIVELY, COMPACTED. IF NECESSARY THE MATERIAL SHALL BE WATERED. 2.9 SETTLEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD TO THE SATISFACTION OF THE PROJECT ENGINEER ALL SETTLEMENT IN FILLING AND IN BACKFILLING THAT MAY OCCUR UP TO THE END OF THE PERIOD OF MAINTENANCE. 2.10 EARTHWORK TO BE KEPT FREE OF WATER THE CONTRACTOR SHALL PROVIDE WHERE NECESSARY TEMPORARY WATER COURSE, DITCHES, DRAINS, PUMPING OR OTHER MEANS OF MAINTAINING THE EARTHWORKS FREE OF WATER. SUCH WORK SHALL INCLUDE CARRYING OUT THE WORK OF FORMING THE CUTTINGS AND EMBANKMENTS IN SUCH A MANNER THAT THEIR SURFACES HAVE AT ALL TIMES A SUFFICIENT MINIMUM CROSS FALL AND, WHERE PRACTICABLE, A SUFFICIENT LONGITUDINAL GRADIENT TO ENABLE THEM TO SHED WATER AND PREVENT PONDING. 3 ROAD WORK 3.1 ALL MATERIAL WITHIN THE ROAD ALLOWANCE SHALL BE COMPACTED TO THE SATISFACTION OF THE PROJECT ENGINEER. 3.2 MINIMUM ACCEPTABLE COMPACTION REQUIREMENTS SHALL BE AS FOLLOWS: 3.2.1 ROAD SUB-GRADE 24" BELOW ROAD SUB-BASE OR GREATER: 95% STANDARD PROCTOR DENSITY 3.2.2 ROAD SUB-GRADE LESS THAN 24" BELOW ROAD SUB-BASE: 98% STANDARD PROCTOR DENSITY 3.2.3 ROAD SUB-BASE & BASE: 100% STANDARD PROCTOR DENSITY D. ASPHALT BASE OR SURFACE COURSE: 97% OF MIX DESIGN DENSITY REGARDLESS OF DEPTH OF ASPHALT BEING PLACED. 3.3. SUB-GRADE PREPARATION: THE ENTIRE ROAD RESERVATION SHALL BE RIPPED ALL OVER TO A DEPTH OF 6" BELOW FORMATION LEVEL; THE RIPPED STONE SHALL THEN BE WELL WALKED IN UNTIL ALL PASS A 4" SCREEN. THE RIPPED STONE SHALL THEN BE ROUGH GRADED, SHAPED, WATERED AND THOROUGHLY COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE IS ACHIEVED. 3.4 WHERE UNSTABLE OR ORGANIC SOIL IS FOUND TO EXIST BELOW THE PROPOSED ROAD SUB-BASE, ALL SUCH SOIL AND MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 4' BELOW FINISH GRADE AND REPLACED WITH APPROVED MATERIAL AS DIRECTED BY THE PROJECT ENGINEER. 3.5 SUB-BASE AND BASE PREPARATION: CLEAN WELL-GRADED STONE FILL PASSING 2" MESH SHALL BE PLACED IN TWO LAYERS OF 4" EACH AND SEPARATELY COMPACTED TO SPECIFIED DENSITY AND PROPER CROSS FALL 3.6 ASPHALT COURSE: FLORIDA TYPE S-I AND S-III SPECIFICATION, AS PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 1982. A 1 12" STRUCTURAL COURSE AND A 34" SURFACE/FRICTION COURSE SHALL BE PLACED AND COMPACTED ACCORDING TO SPECIFIED DENSITY AND PROPER CROSS FALL. +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . C003 EXISTING CONDITION PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . 192 190 188 186 190 188 186 184 C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA SILT FENCE SILT FENCE N:842703.59 E:1192395.27 N:842613.45 E:1192404.40 N:842613.40 E:1192416.46 N:842461.55 E:1192426.49 N:842683.37 E:1192411.01 N:842654.07 E:1192417.46 N:842659.38 E:1192427.73 N:842624.19 E:1192450.84 N:842646.47 E:1192484.52 N:842645.09 E:1192490.55 N:842541.11 E:1192585.76 N:842525.64 E:1192586.56 N:842521.58 E:1192590.03 N:842490.84 E:1192536.70 N:842466.66 E:1192487.85 N:842460.96 E:1192456.53 DEMOLITION LEGEND 10 C005 DEMOLITION PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S79° 42' 08.42"E 77.81' NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM NEW FIRE STATION BUILDING N:842534.11 E:1192528.68 N:842520.20 E:1192605.24 C006 SITE & GEOMETRY PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM 191.50 2.0% NEW FIRE STATION BUILDING F.F.E. = 192.10' 191.50 191.30 190.90 191.55 191.35 191.95 192.00 192.15 192.00 192.25 192.25 193.60 192.80 191.65 190.30 191.80 192.05 192.05 192.05 191.95 192.05 191.50 192.05 193.20 191.80 191.50 191.35 192.40 191.10 191.20 191.10 2.0% 1.7% 1.8% 1.6% 1.1% 1.3% 1.7% 2.0% 2.3% 3.2% 4.0% 4.4% 4.9% 4.7% 4.4% 2.9% 1.0% CB-2 (TYPE F) (SEE DETAIL 19 / C012) RIM = 191.80 I.E. = 187.50 (NW) I.E. = 187.50 (NE) CB-3 (TYPE F) (SEE DETAIL 19 / C012) RIM = 190.85 CB-1 (TYPE F) (SEE DETAIL 19 / C012) RIM = 190.70 I.E. = 187.50 (SE) I.E. = 187.50 (NE) 190.70 186 185 190 189 188 187 191 192 193 190 191 189 190 189 188 187 186 185 184 10 C007 PAVING, GRADING & DRAINAGE PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & POTABLE WATER AND SANITARY SEWER PLAN C013 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 4. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 6" CLEAR SEPARATION 5. STORM SEWER TO CROSS BELOW WATER LINE WITH MINIMUM 6" CLEAR SEPARATION 6. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT E NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) T NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) WATER WATER SAN SAN EXISTING WATER SERVICE (FIELD VERIFY) EXISTING SANITARY SEWER MAIN OHW EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE SEE DETAIL 21/C012 NEW STORM SEWER SYSTEM NEW SANITARY SEWER SYSTEM 80 FT. OF TRENCH DRAIN CONNECTED TO CB-2 & CB-3 (SEE DETAIL 26 / C013) SEE STRIPING DETAIL 5/C009 STORMTECH SC-740 CHAMBERS (30 TOTAL) (SEE DETAILS ON SHEET C014) TYPICAL SECTION 1 N.T.S. BUILDING EXISTING GRADE 1.5 % TO 2.0% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY EXISTING CONCRETE RETAINING WALL GRADE BUILDING GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS EXISTING WALL 12" PRE-MOLDED EXPANSION JOINT 2.0 % SIDEWALK DRIVE ISLE PARKING STALL DRIVE ISLE EXISTING GRADE TYPICAL SECTION 2 N.T.S. BUILDING EXISTING ROADWAY GRADE 1.0% TO 4.7% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY GRADE BUILDING GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS 12" PRE-MOLDED EXPANSION JOINT 12" PRE-MOLDED EXPANSION JOINT 1.5 % TO 2.0% 2.3% TO 4.4% TRENCH DRAIN 1.8% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS 12" PRE-MOLDED EXPANSION JOINT 2.0% EXISTING BUILDING TYPICAL SECTION 3 N.T.S. EXISTING ROADWAY GRADE 4.9% TO 6.1% 1.6% 1.1% C008 TYPICAL SECTIONS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C009 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C010 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C011 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I D D C C NOT TO SCALE TYPE F INLET C012 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 1'-0" 24" MIN. @ PIPE INVERT ENCAPSULATION (AS SPECIFIED) SLAB THICKNESS (AS SPECIFIED) 1' - 25 8" NOT TO SCALE TRENCH DRAIN NOT TO SCALE PRECAST CONCRETE MANHOLE TOP SLAB NOT TO SCALE PRECAST CIRCULAR DRAINAGE STRUCTURES C013 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C014 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED WATER MAINS SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITY TO THE AREA WITHIN THE EXISTING EASEMENTS AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. BUILDTEC ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. WATER DISTRIBUTION SYSTEM: 1. ALL WATER MAINS SHALL BE MINIMUM 6-INCH AWWA C-900 PVC WITH DR OF 18. ALL PIPES AND FITTINGS SHALL BE CLASS "C" OR BETTER. JOINTS IN PVC PIPES SHALL BE OF THE RUBBER-RING PUSH-FIT TYPE, EITHER SPIGOT AND SOCKET OR DOUBLE BELL COUPLING. 2. ALL PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADIENTS WITH FITTINGS, VALVES AND HYDRANTS AT THE REQUIRED LOCATIONS. ALL WATER MAINS SHALL BE LAID TO SUCH DEPTHS WHICH WILL PROVIDE A MINIMUM COVER OF 3'-0" OR AS INDICATED IN THESE DRAWINGS. 3. TRENCHES SHALL BE EXCAVATED TO A MINIMUM WIDTH OF 12" PLUS THE NOMINAL PIPE DIAMETER (6" EACH SIDE), AND TO A DEPTH 4" DEEPER THAN THE PIPE INVERT FOR 4" DIAMETER PIPE OR LESS, AND 6" FOR ALL OTHERS. THE BOTTOM OF THE TRENCHES SHALL BE PROPERLY CLEANED AND LEVELED, AND SELECTED GRANULAR MATERIAL OR SAND PROVIDED UNDER THE PIPES. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT PROPER JOINTING AND TO AVOID THE POSSIBILITY OF BRIDGING BETWEEN JOINTS. EVERY PRECAUTION SHALL BE TAKEN TO ENSURE THAT NO FOREIGN MATERIAL ENTERS THE PIPE WHILE BEING LAID AND THAT RUBBER RINGS ARE PROPERLY INSTALLED IN THE PIPE BELL. 4. GATE OR BUTTERFLY VALVES MAY BE USED AND VARIETY SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. VALVES SHALL BE PROVIDED ON ALL BRANCH MAINS AT THEIR JUNCTIONS WITH PRINCIPAL MAINS. THE FOLLOWING STANDARDS APPLY: AWWA C-509 - RESILIENT SEATED GATE VALVES FOR WATER AND SEWERAGE SYSTEMS AWWA C-504 - RUBBER SEATED BUTTERFLY VALVES ALL VALVES MUST BE SQUARE-NUT OPERATED, NON-RISING STEM FITTED WITH O-RING SEALS. 5. CONCRETE ANCHOR BLOCKS SHALL BE PROVIDED AT ALL TEES, BENDS, CAPS, PLUGS, ETC. TO PREVENT REACTION MOVEMENTS. THE CONCRETE SHALL BE PLACED BETWEEN SOLID GROUND AND THE FITTING TO BE ANCHORED. 6. BACKFILLING SHALL BE CARRIED OUT WITH SUITABLE FINE MATERIAL IN ORDER TO PROVIDE A FIRM AND CONTINUOUS SUPPORT FOR THE PIPE. BACKFILL SHALL BE PLACED BY HAND AND FULLY COMPACTED IN LAYERS NOT EXCEEDING 6" FOR THE FIRST 12" OVER THE PIPE. APPROVED MECHANICAL METHODS MAY BE EMPLOYED FOR BACKFILLING THE REMAINDER OF THE TRENCH. IF SUITABLE BACKFILL MATERIAL IS NOT AVAILABLE IN SUFFICIENT QUANTITY FROM THE TRENCH, THE NECESSARY MATERIAL SHALL BE IMPORTED TO COMPLETE BACKFILLING. WHERE PVC PIPE IS BEING LAID, SAND OR OTHER APPROVED MATERIAL SHALL BE USED FOR BEDDING AND SURROUND, AND FOR THE FIRST 12" ABOVE THE PIPE. IT SHALL BE PLACED BY HAND AND BE FULLY COMPACTED IN 6" LAYERS BEFORE THE REMAINDER OF THE TRENCH IS BACKFILLED IN THE USUAL MANNER. 7. POLYETHYLENE SERVICE PIPES SHALL BE SDR 11, PC 160 PSI, IPS, OD-CONTROLLED IN ACCORDANCE WITH AWWA C901 AND ASTM 3035 (SEE AWWA C-901, TABLE 5), AND SHALL BE COMPATIBLE WITH TALBOT PUSH-FIT FITTINGS. PIPE MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL FOR POTABLE WATER. 8. THE SERVICE LINES SHALL BE CONNECTED TO THE MAINS BY THE INSERTION OF CORPORATION COCKS, FERRULES OR ANGLE VALVES OF A TYPE APPROVED BY THE VIWAPA. 9. SERVICE LINES SHALL HAVE A MINIMUM COVER OF 2 FEET IN VEHICULAR DRIVEWAYS, PARKING LOTS AND ROADWAYS AND BE PROTECTED BY PVC DUCTING. 10. CONTRACTOR SHALL MAKE BUILDING CONNECTIONS WITH TEE-WYE AND DOUBLE WYE BRANCH CONNECTION TO MAIN SEWER LINE. JOINTS SHALL BE LOCATED TO PERMIT ONE CONNECTION FOR TWO PROPERTIES WHERE POSSIBLE. BUILDING CONNECTIONS PROVIDED BY THE DEVELOPER SHALL EXTEND THREE FEET BEYOND FRONT PROPERTY LINE. BUILDING SEWERS AND CLEAN OUTS SHALL BE STUBBED A MINIMUM THREE FEET BEYOND GRADE TO EASE FUTURE CONNECTIONS. BUILDING SEWER PIPE SHALL BE SIX INCH DIAMETER PVC. 11. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 12. FIRE HYDRANTS MUST BE IN ACCORDANCE WITH AWWA C502. HYDRANTS SHOULD HAVE (2) 2 1/2" OUTLET NOZZLES AND (1) 4 1/2" PUMPER NOZZLE WITH STANDARD HOLE THREADS. CAPS MUST BE PROVIDED ON NOZZLES AND ATTACHED BY CHAINS. A STANDARD AWWA OPERATING NUT WITH O-RING TYPE SEAL IS REQUIRED. HYDRANTS SHOULD ALSO BE INSTALLED WITH BREAK-AWAY FLANGE AT BASE. TWO OPERATING KEYS SHALL BE PROVIDED WITH EACH INSTALLED HYDRANT. 13. ALL BURIED VALVES SHALL HAVE CAST IRON TWO- OR THREE-PIECE VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND TO EXTEND TO SUCH ELEVATION AT OR SLIGHTLY ABOVE THE FINISHED GRADE SURFACE. THE BARREL SHALL BE ONE- OR TWO-PIECE SCREW TYPE, HAVING 5 1/4" SHAFT. COVER SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN SIX INCHES OF THE TOP OF THE VALVE BOX COVER. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASES. 14. LOCATION OF FIRE HYDRANTS, VALVES AND OTHER WATER APPURTENANCES SHOWN IN DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 15. ELEVATION OF MANHOLE RIMS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL ELEVATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 16. SEWER LINE DIRECTIONS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL SEWER LINE BEARINGS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 17. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 18. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS WHICH SHALL BE SUBMITTED TO THE VIWAPA AND VIWMA WITHIN SEVEN DAYS OF PROJECT COMPLETION. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 19. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF POTABLE WATER AND SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 20. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE VIWAPA AND VIWMA THROUGHOUT CONSTRUCTION. SANITARY SEWER SYSTEM: 1. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 2. LEAKAGE FOR NEW COPNSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 3. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN HOUSE CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 4. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 5. SEWERS SHALL BE LAID WITH UNIFORM SLOPES AND ALIGNMENT BETWEEN MANHOLESAND ON COMPLETION SHALL SHOW A FULL CIRCLE OF LIGHT WHEN LAMPED BETWEEN MANHOLES. 6. MANHOLES SHALL BE INSTALLED AT ALL CHANGES OF GRADE, ALIGNMENT OR SIZE OF SEWER, AT ALL INTERSECTIONS AND DISTANCES NOT GREATER THAN 400 FEET. THE MINIMUM INSIDE DIAMETER OF MANHOLES SHALL BE 48 INCHES. 7. THE MANHOLE FLOOR SHALL HAVE A FLOW CHANNEL MADE TO CONFORM IN SHAPE AND CARRYING CAPACITY TO THAT OF THE SEWERS. 8. FORCE MAINS SHALL BE DUCTILE IRON OR PVC PRESSURE PIPE WITH RUBBER RING, PUSH FIT JOINTS. MINIMUM VELOCITY IN THE FORCE MAINS SHALL BE 2.5 FEET PER SECOND. THE FOLLOWING STANDARDS SHALL APPLY: DUCTILE IRON - AWWA C100 PVC - AWWA C900 (SDR-18) PUMPING STATION: 1. SEWAGE PUMPING STATIONS SHALL BE CONCRETE WET WELL PUMPING STATION INCORPORATING EASILY REMOVABLE CLOSE-COUPLED SUBMERSIBLE PUMPS. 2. TWO OR MORE PUMPS COMPATIBLE WITH THE STANDARD MODELS USED BY THE CORPORATION (FLYGT), SHALL BE PROVIDED IN EACH PUMPING STATION. WHERE ONLY TWO PUMPS ARE PROVIDED, EACH PMUP SHALL BE CAPABLE OF HANDLING TWICE THE PEAK FLOW AND BE THE SAME MODEL AND IMPELLER SIZE. 3. DEVICES FOR MEASURING SEWAGE FLOWS AND POWER CONSUMPTION SHALL BE INSTALLED AT ALL PUMPING STATIONS. 4. APPROVED STANDBY POWER EQUIPMENT OR FACILITIES TO ALLOW QUICK CONNECTION OF STANDBY POWER EQUIPMENT SHALL BE PROVIDED AT PUMPING STATIONS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I POTABLE WATER AND SANITARY SEWER NOTES C015 NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM NEW FIRE STATION BUILDING SANITARY SEWER MANHOLE. CONNECT TO EXISTING SANITARY SEWER MAIN 15 L.F. OF 4" SDR-35 PVC SANITARY SEWER LATERAL @ MIN. 2% SLOPE. (REFER TO TRENCH DETAIL 20/C012) 4" 2-WAY CLEAN OUT 26 L.F. OF 2" SDR-11 HDPE WATER LINE 8"X6" TEE AND 6" GATE VALVE 2" CORPORATION STOP ASSEMBLY 2" WATER METER 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 8" GATE VALVE AND 8" END CAP 225 L.F. 8" C-900 P.V.C. WATER MAIN REFER TO PLUMBING PLANS FOR CONTINUATION FIRE HYDRANT ASSEMBLY 28 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE 35 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE 35 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE. CONNECT TO EXISTING SANITARY SEWER MAIN EXISTING SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. GROUT FILL PIPE EXISTING SANITARY SEWER MAIN TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MANHOLE TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MAIN TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MANHOLE TO BE ABANDONED AND REMOVED 8" - 11.25° BEND 16"X8" TAPPING SLEEVE AND 8" TAPPING VALVE POTABLE WATER AND SANITARY SEWER PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & PAVING, GRADING & DRAINAGE PLAN SHEET C007 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW SANITARY SEWER MAIN NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC C016 NEW POTABLE WATER MAIN NOT TO SCALE PAVEMENT RESTORATION GENERAL NOTES: 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE. BUT NOT LESS THAN 12". 2. BASE MATERIAL SHALL BE PLACED IN 6 INCH MAXIMUM LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY, PER AASHTO T-180. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100. 3. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. PAVEMENT MATERIAL SHALL BE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE STRUCTURAL COURSE (1" THICK). MATCH EXISTING GRADES AT LIMIT OF SAWCUT. 5. UPON COMPLETION OF TRENCHING AND TRENCH/PAVEMENT RESTORATION FOR THE ENTIRE PROJECT, RESURFACE ENTIRE ROADWAY WIDTH WITH FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY (1" MINIMUM THICKNESS). 6. BID PRICES FOR PIPE AND/OR FRENCH DRAIN SHALL INCLUDE PAVEMENT RESTORATION TO MATCH EXISTING GRADES. CONTRACTOR SHALL NOT LEAVE MORE THAN 1,000-FEET OF EXPOSED LIMEROCK BASE AT ANY TIME DURING THE TRENCH/PAVEMENT RESTORATION PROCESS. ONLY THE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY WILL BE PAID SEPARATELY. 7. WHEN TRENCHING OUTSIDE THE PAVEMENT AREA, ASPHALT AND BASE MATERIAL REFERENCED IN GENERAL NOTES 1-5 ARE NOT REQUIRED. RESTORE OR REPLACE ALL PUBLIC OR PRIVATE PROPERTY TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL IMPACTED AREAS SHALL BE COMPACTED TO 95% DENSITY IN 6-INCH MAXIMUM LIFTS. 8. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL SOILS INFORMATION TO UNDERSTAND EXISTING CONDITIONS. EXIST. ASPHALT SURFACE PAVEMENT RESTORATION TO MATCH EXIST. GRADE SAWCUT ALONG A NEAT AND STRAIGHT EDGE. TACK COAT ALL SURFACES AND EDGES (BOTH SIDES) EXIST. LIMEROCK BASE REFER TO TYPICAL TRENCH BACKFILL DETAIL 6/C016 2' TYP. 2' TYP. TRENCH WIDTH T 2T 12" MIN. WIDTH=TRENCH WIDTH(W)+4' 6" 6" ASPHALT PAVEMENT RESTORATION NOTES: 1. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL MATERIAL 2" MAXIMUM PARTICLE SIZE, COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" LIFTS, PER AASHTO SPEC. NO. T-99C 2. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 3. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS, A FOUNDATION IS REQUIRED AS DETERMINED BY THE ENGINEER. 12" VARIES 6" MIN. SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" MAX. SIZE LIFT, PER AASHTO SPEC. NO. T-99C SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY PER AASHTO T-99C IN LAYERS NOT TO EXCEED 6" THICKNESS WITH 2" MAX. PARTICLE SIZE BEDDING MATERIAL SEE NOTE NO. 1 FOUNDATION REQUIRED IN UNSTABLE SOILS. SEE NOTE NO. 3 5 NOT TO SCALE TYPICAL TRENCH BACKFILL 4 NOT TO SCALE SANITARY SEWER LATERAL 1 NOT TO SCALE PIPE LOCATING WIRE 2 NOT TO SCALE WATERMAIN CROSSING 3 REPLACEMENT BASE NOT TO SCALE VALVE AND BOX 6 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C017 POTABLE WATER AND SANITARY SEWER DETAILS NOT TO SCALE SANITARY SEWER MANHOLE 11 NOT TO SCALE INVERT CHANNEL FLOW DIRECTION 12 o NOT TO SCALE CONCRETE VALVE PAD 7 NOT TO SCALE THRUST BLOCKS 9 NOT TO SCALE ABOVE GROUND REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY 8 NOT TO SCALE FIRE HYDRANT ASSEMBLY 10 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C018 POTABLE WATER AND SANITARY SEWER DETAILS STRUCTURAL NOTES S001 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I a a a a 4 5 5 a a 5 5 4 a 1 2 2 2 2 3 3 3 3 2 2 1 3 3 3 3 2 2 a a a April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S002 STRUCTURAL NOTES T3 T2 T1 T4 SEE PLANS 4'-0" 8 A A B B 7 C C D E F D E F 1 2 3 4 6 5 8 7 1 2 3 4 6 5 21'-9" 17'-8" 1'-0" 17'-11" 1'-0" 2'-6" 2'-6" 19'-2" 17'-6" 10" 28'-2" 1'-0" 2'-6" 2'-6" 1'-0" 10" 16'-4" 5'-0" 5'-4" 11'-4" 12'-2" 2'-6" T1 T3 4'-6" T3 4'-6" T4 7" 4'-6" T2 4'-6" 5'-3" T5 16'-1" 2" 1'-0" 1'-0" 2'-6" 2'-6" 1'-10" 2'-0" 2'-6" T3 5'-3" 5'-3" 5'-3" T1 T3 T4 T3 T3 5'-3" T2 T3 5'-3" T3 T5 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S003 CISTERN LEVEL PLAN C3 TC2 TC1 8" 16" 16" 16" 8" 112" CLR. 112" CLR. 12" 12" 8" TC3 16" 16" 6" 112" CLR. 10" 10" 6" 8" 8" 112" CLR. C1 24" 24" 112" CLR. 8 A A B B 7 C C D E F D E F 1 2 3 4 6 5 8 7 1 2 3 4 6 5 C1 F1 17'-8" 21'-9" 28'-2" 26'-0" 20'-0" 10'-8" 33'-4" 2'-1" 5'-0" 1'-11" 5'-0" 2'-1" 3'-0" 1'-5" *2" GAP 1'-0" 3'-0" 1'-91 2" 1'-81 2" 1'-31 2" 1'-81 2" 3'-0" 6'-101 4" 5'-0" 6'-93 4" 1'-4" 1'-8" 5'-0" 2'-9" 3'-0" 3" 7'-4" 3'-0" 6'-0" 1'-8" 5'-111 2" 6'-0" 7'-41 2" 6'-0" 8'-0" 10" 12'-11" 5'-0" 5" 10" 16'-10" 4'-8" 8" 16'-5" 5" TC3 TC3 TC3 10" 14'-7" 3'-0" 9" 12'-2" 10" 12'-8" 6'-6" 8'-6" 8" 3'-4" 5'-0" 2'-8" 10" 10'-0" 8'-10" 19'-2" 17'-6" 18'-8" 20'-0" 18'-0" 5'-3" 13'-11" 12'-7" 4'-6" 3'-4" TC3 TC3 TC3 TC3 TC3 TC3 TC3 TC3 C1 F1 *2" GAP 7'-6" 6'-21 2" 14'-11 2" 3'-0" 1'-4" 1'-4" 12'-8" 11'-4" 3'-0" 1'-4" C2 C2 C2 C2 C1 F2 10'-0" 3'-10" 3'-0" 3'-8" *2" GAP 7'-6" 1'-4" 2'-0" 9'-4" TC1 C3 C3 7'-8" 21'-4" 3'-0" 1'-8" 6'-8" 2'-4" 6'-8" 2'-6" 9'-6" C1 1'-4" 1'-8" 17'-0" 2'-41 2" 3'-0" 12'-81 4" 6'-0" 1'-113 8" 4'-2" 3'-0" 5'-0" 3'-0" 4'-2" C1 F2 F2 C1 F2 9'-63 4" 6'-4" 1'-71 4" 6'-0" 2'-81 4" 3'-33 4" C1 F2 3'-11" 5'-11" 1'-6" 5'-11" 2'-9" C1 F2 C1 F1 2'-8" 14'-0" 2'-6" 2'-6" 12'-0" 3'-0" C1 F1 C1 F2 C1 F2 13'-1" 3'-01 4" 1'-0" 3'-01 4" 5'-71 2" 3'-0" 4'-7" C3 3'-0" 12'-0" 3'-8" 10'-81 2" 3'-0" 1'-81 2" 8" 4'-95 8" 1'-4" 3'-0" 23 8" 1'-15 8" 3'-0" 5'-103 8" 1'-4" 7'-73 4" 3'-0" 5'-01 4" 3'-0" 8" 7'-2" 3'-0" 7'-10" 2'-0" 8" 3'-0" 1'-4" 3'-0" 1'-4" 8'-0" 1'-10" 6'-0" 3'-6" 8" 5'-4" 2'-8" 1'-9" 5'-0" 4'-7" 71 2" 3'-0" 3'-85 8" 1'-4" 1'-4" 2'-8" 1'-10" 6'-0" 2'-2" 2'-103 4" 6'-0" 1'-93 8" 12'-55 8" 1'-4" 6'-0" 6'-97 8" 6'-0" 81 2" 3'-4" TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC2 TC2 TC2 TC2 TC2 TC2 1 2 3 4 5 6 7 C2 14" 14" 112" CLR. F3 F4 F4 F3 F5 F5 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 A-A S006 A B-B S006 B C-C S007 C D-D S007 D E-E S007 E April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S004 FOUNDATION / GROUND FLOOR PLAN F A A B B C C D E F D E F 1 2 3 4 8 7 1 2 3 4 6 5 17'-8" 21'-9" 28'-2" 26'-0" 20'-0" 10'-8" 33'-4" 19'-2" 17'-6" 18'-8" 20'-0" 18'-0" 8 7 6 5 CB1 CB1 CB1 TB2 TB2 TB2 TB2 TB2 TB2 TB2 A-A S006 A B-B S006 B C-C S007 C D-D S007 D E-E S007 E T3 T2 T1 T4 TB1 CB1 SEE PLANS 4'-0" T5 TB2 CB2 F-F S008 F G-G S008 G H-H S009 H I-I S009 I F F TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 5'-0" 10" OFFSET (TYP.) 4'-0" T4 4'-6" T5 4'-0" 5'-0" 4'-6" T4 5'-0" T4 5'-0" T4 3'-0" 4'-0" 2'-10" 3'-0" 2'-0" 3'-0" T4 T4 T4 T6 T5 3'-0" T1 T3 5'-0" T2 5'-0" T2 5'-0" T2 CB2 CB2 CB2 CB2 CB2 CB2 CB2 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" T4 CB3 CB3 TB1 TB1 CB4 CB4 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 CB3 TB1 TB1 TB1 4'-0" T4 TB1 TB1 TB1 4'-0" T4 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" T5 T5 4'-0" T4 3'-6" T4 TB1 4'-0" 4'-0" 4'-0" 4'-0" T5 T5 4'-0" 4'-0" 4'-0" T5 3'-0" T4 4'-0" T6 T6 TB1 TB1 TB1 EQUAL EQUAL T4 EQUAL EQUAL EQUAL CB4 4'-0" T5 4'-0" T4 5'-0" T5 T4 CB3 3'-0" T7 5'-3" T2 5'-3" T2 4'-6" 5'-3" 5'-3" T2 3'-0" 5'-3" T2 T7 T2 5'-3" T2 4'-6" 4'-6" T2 T7 4'-6" T2 5'-3" T2 T3 4'-6" T2 4'-6" 4'-6" T2 T1 T1 T3 T6 5'-0" 5'-0" 5'-0" 4'-0" 5'-0" EQUAL EQUAL F T2 T3 T7 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S005 ROOF FRAMING PLAN 7 1 2 3 4 6 5 1 A-A S006 8 7 6 5 3'-0" 22 1 B-B S006 5 3'-0" 22 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 5 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I WALL SECTIONS S006 8 7 3 4 6 5 1 C-C S007 8 7 3 4 6 5 1 C-C S007 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I WALL SECTIONS S007 8 7 4 6 5 5 3'-0" 22 8 7 6 5 3'-0" 22 1 D-D S007 1 E-E S007 5 3'-0" 22 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X A B C 1 F-F S008 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I WALL SECTIONS S008 5 3'-0" 22 1 G-G S008 A B C D 5 22 5 3'-0" 22 1 H-H S009 A B C D 5 22 E 5 22 A B C E D F 1I-I S009 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I WALL SECTIONS S009 SAFE ROOM WALL TO ROOF SLAB CONNECTION SCALE: N.T.S. CISTERN WALL/CISTERN TOP SLAB/SAFE ROOM WALL CONNECTION SCALE: N.T.S. 3 2 T FOUNDATION TO WALL CONNECTION SAFE ROOM WALL TO ROOF SLAB CONNECTION AT ADJACENT ROOF CALE: N.T.S. COMPOSITE ROOF DECK CONNECTION TO TIE BEAM SCALE: N.T.S. 6 6'-0" 2'-0" ALCOVE CANTILEVER SCALE: N.T.S. 5 6'-0" 1'-6" 1'-0" 8" 6'-0" 4'-0" 6'-0" 4'-0" April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S010 WALL FOOTING TIE-IN TO CISTERN WALL SCALE: N.T.S. 11 TYPICAL SLAB ON GRADE SCALE: N.T.S. 12 TYPICAL SPREAD FOOTING AT CONCRETE COLUMN SCALE: N.T.S. 7 TYPICAL STRIP FOOTING PERIMETER CMU WALL CONNECTION SCALE: N.T.S. 8 TYPICAL STRIP FOOTING INTERIOR CMU WALL CONNECTION SCALE: N.T.S. 9 TYPICAL STRIP FOOTING SAFE ROOM CONCRETE WALL CONNECTION SCALE: N.T.S. 0 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S011 2" MIN. LAP (WHEN REQUIRED) EMBED PLATE DETAIL - PLAN VIEW CONNECTION OF 16K4/26K8 BAR JOIST TO TIE BEAM SCALE: N.T.S. 14 BAR JOIST UPLIFT BRIDGING SCALE: N.T.S. 15 26K8 BAR JOIST FRAMING CONNECTION TO TIE BEAM TB4 SCALE: N.T.S. 13 A A ELEVATION VIEW A-A April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S012 BAR JOIST BOLTED DIAGONAL BRIDGING SCALE: N.T.S. BAR JOIST BRIDGING CONNECTION TO WALL SCALE: N.T.S. 17 BAR JOIST REINFORCEMENT FOR SUSPENDED FANS SCALE: N.T.S. 18 - TYPICAL SECTION THRU THICKENED CONCRETE E (SEE PLANS FOR LOCATIONS) N.T.S. TE2 - TYPICAL SECTION THRU THICKENED CONCRETE EDGE (SEE PLANS FOR LOCATIONS) SCALE: N.T.S. 20 EXTRA REINFORCING AT RE-ENTRANT CORNERS OF SLAB-ON-GRADE SCALE: N.T.S. 21 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S013 712"± MAX. OPENING WIDTH CMU LINTEL/JAMB SCHEDULE (D) TRANSVERSE REINFORCEMENT (A) - MIN. DEPTH OF FULLY GROUTED CELLS CMU WIDTH (B) HORIZONTAL BOTTOM REINF. (C) MINIMUM ADJACENT FULLY GROUTED CELLS AND REINF. (1 VERT.) PER CELL U.N.O. A A-A TYPICAL WALL OPENING REINFORCEMENT (CMU WALL) SCALE: N.T.S. 22 CMU LINTEL / JAMB DETAIL SCALE: N.T.S. 23 TIE COLUMN ANCHORAGE DETAIL SCALE: N.T.S. 4 STRUCTURAL COLUMN ANCHORAGE DETAIL (PREFERRED METHOD) SCALE: N.T.S. 25 STRUCTURAL COLUMN ANCHORAGE DETAIL (ALTERNATE METHOD) SCALE: N.T.S. 26 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S014 TYPICAL BENDING DIAGRAM FOR BEAMS & SLABS SCALE: N.T.S. 27 TIE BEAM CORNER DETAILS (PLAN VIEW) SCALE: N.T.S. 28 TYPICAL FOOTING/COLUMN/BEAM INTERFACE SCALE: N.T.S. 29 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S015 TYPICAL BENDING DIAGRAM FOR BEAMS & SLABS SCALE: N.T.S. 27 TIE BEAM CORNER DETAILS (PLAN VIEW) SCALE: N.T.S. 28 TYPICAL FOOTING/COLUMN/BEAM INTERFACE SCALE: N.T.S. 29 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S016 TYPICAL FOOTING INTERSECTION DETAIL SCALE: N.T.S. 36 TYPICAL TIE BEAM REINFORCEMENT DETAIL (PLAN VIEW) SCALE: N.T.S. 37 TIE BEAM DROP OVER WINDOW OPENINGS SCALE: N.T.S. 38 TYPICAL MASONRY WALL CONSTRUCTION DETAIL FOR RUNNING BOND LAYOUT SCALE: N.T.S. 39 TYPICAL MASONRY WALL CONSTRUCTION 1 1 1 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S017 EQ EQ NOTE: SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: PIPE DIAMETER (OUTSIDE DIA.) CLEAR DISTANCE BETWEEN EDGES OF PIPE OPENINGS DIA. ≤ 6" 6" < DIA. ≤ 12" 12"<DIA. ≤ 24" CLEAR DIST. = PIPE DIA. CLEAR DIST. = 6" CLEAR DIST. = WALL THICKNESS PROVIDE CLEAR SPACE BETWEEN PIPE AND/ OR NGS A MINIMUM 6" OR PIPE SLEEVE DIAMETER APART EVER IS GREATER.) L SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" ℄ TYPICAL ISOLATION JOINTS AT COLUMN SCALE: N.T.S. 0 TYPICAL CONTROL JOINT DETAIL SCALE: N.T.S. 41 TYPICAL CONSTRUCTION JOINT SCALE: N.T.S. 42 PICAL CONSTRUCTION/CONTROL JOINT SEALANT E: N.T.S. TYPICAL EXPANSION/ISOLATION JOINT SEALANT SCALE: N.T.S. 44 TYPICAL VERTICAL REINFORCING IN WALL DETAIL SCALE: N.T.S. 45 YPICAL PIPE SLEEVE IN CONCRETE SLAB ALE: N.T.S. TYPICAL PIPE SLEEVE IN CONCRETE WALL SCALE: N.T.S. 47 TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" SCALE: N.T.S. 48 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I STRUCTURAL DETAILS S018 A201 1 A201 2 A202 1 A202 2 428 SF CISTERN 1 136 291 SF CISTERN 2 137 BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE 25,680 GAL. 17,460 GAL. Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A001 CISTERN IDENTIFICATION FLOOR PLAN 1 SCHEMATIC DESIGN 8/17/2024 No. Description Date 1/8" = 1'-0" 1 CISTERN LEVEL CISTERN REQUIREMENTS 8,972 SF ROOF AREA x 4.5 = 39,024 GAL MIN. WATER LEVEL @ 8'-0" CISTERN 1 - 25,680 GALS CISTERN 2 - 17,460 GALS TOTAL GALLONS - 43,140 GALS A201 1 A201 2 A202 1 A202 2 428 SF CISTERN 1 136 291 SF CISTERN 2 137 BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE BUILDING OUTLINE ABOVE 25,680 GAL. 17,460 GAL. 18' - 0" 20' - 0" 15' - 4" 20' - 7" 5' - 8" 13' - 9" 8' - 0" 23' - 10" 8' - 2" 19' - 8" 17' - 5" 12' - 7" 19' - 5" 22' - 8" 36' - 5" 33' - 0" 14' - 0" 51' - 4" 9' - 4" 8" 2' - 0" 10' - 0" 20' - 0" 8' - 0" 55' - 4" 6' - 0" 47' - 4" 20' - 0" 26' - 0" 18' - 0" 26' - 9" 5' - 0" 17' - 8" 16' - 9" 20' - 4" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A002 CISTERN DIMENSION PLAN No. Description Date 1/8" = 1'-0" 1 CISTERN DIMENSION PLAN W D DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 98 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 374 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 49 SF FITNESS ROOM TOILET 144 200 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 53 SF RESTROOM 131 111 SF MALE LOCKER 127 258 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 A201 1 A201 2 A202 1 A202 2 1 A301 1 A301 2 A301 2 A301 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 2 A303 2 A303 1 A304 1 A304 2 A304 2 A304 1 A305 1 A305 2 A305 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 83 SF CORRIDOR 105 60 SF PROVISIONS 132 WATER FOUNTAIN WATER FOUNTAIN W2 W2 101C 101B 101A W2 W2 W2 W2 W2 119A W2 142A 142B W2 118A W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 102A 112A W3 W3 W3 W3 W3 105A 103A W3 W3 104A W3 W3 W3 108A W3 W3 W3 110A W3 132A 111A 111B W3 F W3 140A 114A 116A W3 119B 121A G 121B 113A 115A W2 W2 W2 144A 106A 107A W3 W2 W2 W2 125A W3 W3 W3 W3 126B 126D 126C 126A W2 130B W3 W3 131A W3 111A 128A W3 128B W3 W3 W3 W3 W3 128E 128D 128C 124A 129A E E E E E A B W2 W2 122A B B B B E F F F E E W2 W2 W2 W2 W2 W2 134A 135A 133A W3 W3 132A 130A W2 W3 A155 1 DN DN J C C D D D H Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A101 IDENTIFICATION FLOOR PLAN 1 SCHEMATIC DESIGN 8/17/2024 1/8" = 1'-0" 1 MAIN LEVEL IDENTIFICATION PLAN N No. Description Date W D DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 6' - 0" 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 1 A301 1 A301 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 2 A303 2 A303 1 A304 1 A304 2 A304 2 A304 1 A305 1 A305 12' - 5" 5' - 0" 21' - 1" 16' - 1" 22' - 0" 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 7' - 6" 8' - 0" 12' - 5" 13' - 9" 17' - 8" 21' - 9" 40' - 1" 19' - 0" 33' - 0" 14' - 0" 51' - 4" 157' - 5" 8' - 2" 3' - 6" 6' - 0" 3' - 6" 19' - 0" 14' - 1 1/8" 24' - 1 1/8" 9' - 0" 6' - 0" 12' - 7" 10' - 0" 18' - 0" 15' - 4" 26' - 0" 20' - 0" 20' - 0" 18' - 0" 38' - 0" 47' - 4" 10' - 0" 20' - 0" 8' - 0" 55' - 4" 3' - 8" 12' - 0" 6' - 0" 12' - 0" 5' - 0" 14' - 0" 2' - 8" 2' - 8" 6' - 0" 3' - 6" 6' - 0" 1' - 10" 6' - 0" 2' - 2" 6' - 0" 1' - 10" 4' - 0" 6' - 0" 6' - 9 1/8" 6' - 0" 15' - 7" 6' - 0" 3' - 0" 8' - 0" 3' - 0" 7' - 0" 3' - 8" 6' - 0" 1' - 8" 6' - 0" 2' - 8" 4' - 0" 3' - 0" 6' - 0" 3' - 0"4' - 0" 2' - 0" 6' - 0" 3' - 8" 9' - 6" 2' - 6" 3' - 4" 3' - 8" 6' - 8" 5' - 0" 3' - 0" 5' - 0" 5' - 0" 3' - 0" 5' - 0" 2' - 8" 3' - 0" 4" 8' - 0" 6' - 0" 7' - 4" 6' - 0" 7' - 4" 6' - 0" 10' - 8" 4' - 7 1/8" 7' - 8" 7' - 11 5/8" 14' - 0" 9' - 9 3/4" 8' - 3 5/8" 5' - 3 5/8" 8' - 5" 5' - 0" 4' - 2 1/4" 4' - 0" 27' - 0" 17' - 0" 6' - 0" 6' - 4" 15' - 8" 6' - 5" 3' - 10 1/8" 5' - 0" 8' - 0 1/4" 4' - 6" 15' - 0" 19' - 8" 19' - 4" 19' - 4" 10' - 3" 21' - 8 5/8" 5' - 6" 9' - 6" 3' - 0" 6' - 6" 5' - 11 1/8" 5' - 6" 9' - 1 3/8" 16' - 6" 12' - 6" 12' - 0" 4' - 2" 1' - 0" 3' - 0" 7' - 2 1/2" 11' - 6 1/4" 12' - 6 1/2" 9' - 7 1/8" 10' - 11 1/8" 10' - 0" 8' - 3 1/8" 10' - 11 1/8" 11' - 4" 1' - 4" 3' - 0" 8" 3' - 0" 6' - 9 1/8" 8' - 3 5/8" 2' - 10" 5' - 1 5/8" 10' - 2" 10' - 0" 5' - 11 7/8" 9' - 5 5/8" 9' - 5" 10' - 9 1/4" 7' - 4" 17' - 5" 22' - 11 1/4" 18' - 11 1/2" 3' - 5" 31' - 11" 54' - 0" WATER FOUNTAIN WATER FOUNTAIN 60 SF RESTROOM 132 RAMP RAMP STEPS LANDING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A102 DIMENSION FLOOR PLAN 1/8" = 1'-0" 1 MAIN LEVEL DIMENSION PLAN N No. Description Date C2: PAINTED EXPOSED STRUCTURE C1 9'-0" A.F.F. C4 C3 8'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 8'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. C4 C4 C3 9'-0" A.F.F. C3 9'-0" A.F.F. C3 9'-0" A.F.F. C1 9'-0" A.F.F. C1 9'-0" A.F.F. SUPPLY AIR AIR DEVICE - SEE MECHANICAL DWGS. RETURN AIR DEVICE - SEE MECH. DWGS. RETURN AIR DEVICE - SEE MECH. DWGS. SUPPLY AIR AIR DEVICE - SEE MECHANICAL DWGS. REFLECTED CEILING PLAN LEGEND 24" x 24" ACOUSTICAL CEILING TILE 5/8" MOLD AND MOISTURE RESISTANCE GYPSUM WALLBOARD CEILING CONCRETE FINISH CEILING SEE ELECTRICAL DWGS. FOR LIGHTING LAYOUT CEILING C1 24X24 ACOUSTICAL CEILING TILE LAYOUT CENTERED IN ROOM OR CORRIDOR UNLESS OTHERWISE NOTED - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 EXPOSED STRUCTURE WITH DRYFALL PAINT FINISH (BLACK) C3 PAINTED GYPUM WALL BOARD C4 EXPOSED CONCRETE CEILING FINISH Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A103 REFLECTED CEILING PLAN 1/8" = 1'-0" 1 LEVEL ONE REFLECTED CEILING PLAN N No. Description Date LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING PRE-FINISHED METAL ROOF COPING TYP. PRE-FINISHED METAL ROOF COPING TYP. PARAPET TYP. CANOPY ROOF TYP. CANOPY ROOF BELOW TYP. PRE-FINISHED METAL ROOF COPING TYP. PARAPET TYP. CANOPY ROOF TYP. LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING PARAPET TYP. PARAPET TYP. 47' - 3 1/2" 9' - 11 1/2" 20' - 0" 8' - 0" 38' - 0" 55' - 3" 51' - 4" 14' - 0" 33' - 0" 19' - 0" 40' - 1" 157' - 4 1/2" 41' - 7" 15' - 4" 8' - 0" 12' - 6 1/2" 5' - 8" 13' - 9" 17' - 8" 21' - 9 1/2" 17' - 11 1/2" 10' - 0" 26' - 0" 20' - 0" 20' - 0" 18' - 0 1/2" 6' - 0" 11' - 4" 5' - 0" 18' - 0" 23' - 0" 5' - 0" 13' - 2" 9' - 0" 12' - 10" 1' - 6" 1/4":12" 16' - 0" 16' - 0" 16' - 0" T.O. PARAPET T.O. PARAPET T.O. PARAPET T.O. PARAPET 22' - 0" T.O. PARAPET 16' - 0" T.O. PARAPET 16' - 0" 16' - 0" T.O. PARAPET 1/4":12" LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING 1/4":12" 22' - 0" 1/4":12" 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" 1/4":12" 1/4":12" 1/4":12" 1/4":12" 1/4":12" 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET T.O. PARAPET 16' - 0" T.O. PARAPET T.O. PARAPET LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 12' - 8" 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" 1/4":12" 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 11' - 0" T.O. CANOPY 1/4":12" CRICKET 11' - 0" T.O. CANOPY 11' - 0" T.O. CANOPY 1/4":12" OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" 1/4":12" 1/4":12" 1/4":12" RIDGE RIDGE RIDGE RIDGE 93' - 3" ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. ROOF DRAIN, TYP. Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A104 ROOF PLAN N 1/8" = 1'-0" 1 ROOF PLAN No. Description Date W D DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 273 SF GENERATOR ROOM 135 200 SF PUMP ROOM 134 105 SF CORR. 133 60 SF RESTROOM 132 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A105 FINISH PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL FINISH PLAN N W D DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 105 SF CORR. 133 60 SF RESTROOM 132 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A106 EQUIPMENT LAYOUT PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL EQUIPMENT LAYOUT N W D DN DW 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 60 SF RESTROOM 132 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A107 FURNITURE AND FIXTURES PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL FURNITURE AND FIXTURES PLAN N 56 SF PUBLIC TOILET 104 104A W3 W3 W3 W3 6' - 9 1/4" 8' - 3 1/2" 3' - 0" 6" 3' - 6" 6" A601 1 2 3 1' - 3" 4' - 0 1/8" 1' - 6" 51 SF SUPERVISOR BATH 108 108A W3 W3 5' - 0" 1' - 6" 3' - 6" 1' - 6 1/2" 5' - 11 1/8" A601 5 4 109 SF RADIO/REPORT 103 W2 W2 W3 103A W3 G 10' - 0" 10' - 11 1/8" 50 SF JANITOR 114 W3 W3 114A W3 9' - 1 3/8" 1' - 3" 5' - 6" 4" 2' - 2" 3' - 0" A601 6 W2 W3 144A E E E 116A 220 SF FITNESS ROOM 116 21' - 6 1/4" 10' - 3" G 8' - 10" 12' - 8 1/4" 3' - 10" 3' - 0" 3' - 5" W2 144A W3 W3 49 SF FITNESS ROOM TOILET 144 5' - 6" 9' - 6" 3' - 3" 1' - 7 1/2" A602 6 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A150 ENLARGED FLOOR PLANS 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 1/2" = 1'-0" 1 PUBLIC TOILET 104 ENLARGED PLAN 1/2" = 1'-0" 2 SUPERVISOR BATH 108 ENLARGED PLAN 1/2" = 1'-0" 3 RADIO/REPORT 109 ENLARGED PLAN 1/2" = 1'-0" 4 JANITOR 114 ENLARGED PLAN 1/2" = 1'-0" 5 FITNESS ROOM 116 ENLARGED PLAN 1/2" = 1'-0" 6 FITNESS ROOM TOILET 144 ENLARGED PLAN No. Description Date W D 84 SF LAUNDRY 117 W2 118A W2 W2 W2 1' - 0" 10' - 9 1/4" 7' - 4" 7' - 5 1/4" 3' - 4" A601 7 98 SF DECON SHOWER 118 W2 118A W2 W2 W2 10' - 9 1/4" 9' - 5" 4' - 5" 3' - 6" 1' - 6" 3' - 6" 6" 3' - 0" 6" A601 8 399 SF TURN-OUT GEAR STORAGE 119 W2 W2 W2 119A 119B W2 17' - 2 1/2" 22' - 11 1/4" EQ EQ A601 9 10 A602 1 2 W2 142A 142B 65 SF SCBA BOTTLE STORAGE 142 W2 W2 W2 18' - 11 1/2" 3' - 5" 5' - 0" 8' - 11 1/2" 5' - 0" 53 SF RESTROOM 131 W2 W3 131A B A602 4 5 3 W2 6' - 2" 1' - 3" 3' - 3 1/2" 1' - 6" 3' - 6" 6" 3' - 0" 4" 8' - 9" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A151 ENLARGED FLOOR PLANS 1/2" = 1'-0" 1 LAUNDRY 117 ENLARGED PLAN 1/2" = 1'-0" 2 DECON SHOWER 118 ENLARGED PLAN 1/2" = 1'-0" 4 TURN-OUT GEAR STORAGE 119 ENLARGED PLAN 1/2" = 1'-0" 5 SCBA BOTTLE STORAGE 142 ENLARGED PLAN 1/2" = 1'-0" 3 RESTROOM 132 ENLARGED PLAN No. Description Date 99 SF FEMALE LOCKER 125 W2 W2 125A W3 W3 W3 W3 126B 126D 126C 126A A B 8' - 0 1/4" 5' - 0" 3' - 5 1/4" 6' - 5" 4' - 6" 6' - 4" 15' - 8" 19' - 8" A152 2 4 3 5 A152 6 6" 3' - 6" 3' - 0" 6" EQ EQ 7' - 6" 8' - 2" 126A 2 2 9 11 A 10 1 10 B 11 1 1 6 5 14 14 6 5 14 126A LOCKERS (N.I.C.) 1 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK 36" OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW SLOAN AD 8100 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR NEW BOBRICK 42" OR SIMILAR ADA COMPLIANT GRAB BAR 13 NEW ELKAY EZSTL8WSLK DRINKING - WATER BOTTLE FILLING STATION UNIT OR SIMILAR 14 NEW 36" X 36" KOHLER SHOWER BASE OR SIMILAR Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A152 ENLARGED FEMALE RESTROOM / LOCKER PLAN & INTERIOR ELEVATIONS 1/2" = 1'-0" 1 FEMALE RESTROOM 126 ENLARGED PLAN 1/2" = 1'-0" 2 FEMALE RESTROOM 126 - ELEVATION 2 1/2" = 1'-0" 3 FEMALE RESTROOM 126 - ELEVATION - 3 1/2" = 1'-0" 4 FEMALE RESTROOM 126 - ELEVATION 4 1/2" = 1'-0" 5 FEMALE RESTROOM 126 - ELEVATION 5 1/2" = 1'-0" 6 FEMALE LOCKER 125 - ELEVATION 6 No. Description Date DN 111 SF MALE LOCKER 127 258 SF MALE RESTROOM 128 W2 W3 111A 128A W3 128B W3 W3 W3 W3 128E 128D 128C B B B W2 7' - 11 5/8" 9' - 9 3/4" 8' - 5" 14' - 0" 5' - 0" 4' - 2 1/4" 4' - 0" 8' - 3 5/8" 5' - 3 5/8" 7' - 11 5/8" 13' - 11 3/4" 4' - 3" EQ EQ A153 2 3 4 5 A153 7 6 3' - 6" 6" 3' - 0" 6" EQ EQ 1' - 6" 2' - 6" 1' - 6" LOCKERS B 3' - 4" 2' - 6 1/4" 2 2 2 2' - 10" 4 1 W2 B B B 10 11 1 1 1 11 10 B LOCKERS (N.I.C.) 1 6 5 7 7 128A 7 5 2 4 6 7 128A LOCKERS (N.I.C.) LOCKERS (N.I.C.) 1 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK 36" OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW SLOAN AD 8100 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR NEW BOBRICK 42" OR SIMILAR ADA COMPLIANT GRAB BAR 13 NEW ELKAY EZSTL8WSLK DRINKING - WATER BOTTLE FILLING STATION UNIT OR SIMILAR 14 NEW 36" X 36" KOHLER SHOWER BASE OR SIMILAR Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A153 ENLARGED MALE RESTR0OM / LOCKER PLAN & INTERIOR ELEVATIONS 1/2" = 1'-0" 1 MALE RESTROOM 128 ENLARGED PLAN 1/2" = 1'-0" 2 MALE RESTROOM 128 - ELEVATION 2 1/2" = 1'-0" 3 MALE RESTROOM 128 - ELEVATION 3 1/2" = 1'-0" 4 MALE RESTROOM 128 - ELEVATION 4 1/2" = 1'-0" 5 MALE RESTROOM 128 - ELEVATION 5 1/2" = 1'-0" 6 MALE LOCKER 127 - ELEVATION 6 1/2" = 1'-0" 7 MALE LOCKER 127 - ELEVATION 7 No. Description Date DW 331 SF KITCHEN/DINING 122 W2 W2 W3 W2 5 5 W2 A154 2 17' - 3" 1' - 0" 3' - 6" 1' - 6" 3' - 0" 9' - 0" 1' - 6" MICROWAVE/HOOD COMBO (N.I.C.) RANGE (N.I.C.) DISHWASHER REFRIGERATOR 1' - 0" 2' - 0" 6' - 0" 9' - 0" PLYWOOD CABINETS STYLE AND TYPE BY OWNER OVERHEAD CABINETS STYLE AND TYPE BY OWNER 3' - 0" 0' - 1 1/2" 0' - 4" 7' - 0" 2' - 6" 0' - 3" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A154 ENLARGED KITCHEN / DINING PLAN, INTERIOR ELEVATIONS & DETAILS No. Description Date 1/2" = 1'-0" 1 KITCHEN / DINING 122 ENLARGED PLAN 1/2" = 1'-0" 2 KITCHEN / DINING 122 - ELEVATION 2 1" = 1'-0" 3 CASEWORK SECTION 9' - 6 1/8" 6' - 0" 3' - 6" 3' - 6" 4 1/2" 3' - 7 5/8" 3' - 6" 4 1/2" 3' - 7 1/2" -0' - 6" -0' - 6" 2 A155 -1' - 0" 3 A155 375 SF SAFEROOM 130 261 SF MALE RESTROOM 128 200 SF PUMP ROOM 134 -0' - 0 1/2" 4 A155 0' - 0" DN DN BTM. OF FTG. -2' - 0" LEVEL ONE 0' - 0" 5 5 130A 3 A155 BTM. OF FTG. -2' - 0" LEVEL ONE 0' - 0" 2 A155 3' - 6" 4 A155 6" 6" BTM. OF FTG. -2' - 0" LEVEL ONE 0' - 0" 3 A155 6" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A155 ENLARGED RAMP PLAN & DETAILS No. Description Date 1/2" = 1'-0" 1 ENLARGED RAMP PLAN 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 3 1/2" = 1'-0" 4 SECTION DETAIL 2 LEVEL ONE 0' - 0" 2 A303 1 A304 2 A304 1 A305 2 A305 2' - 0" 9' - 0" ROLL UP DOORS COMPOSITE PANEL CLADDING COMPOSITE PANEL CLADDING 1" REVEAL PAINTED PLASTER FINISH, TYP. E E 101A 101B 101C 1" REVEAL METAL COPING 2' - 0" 9' - 0" 7' - 4" 22' - 0" 14' - 0" 16' - 0" METAL COPING 1" REVEAL PAINTED PLASTER FINISH, TYP. OVERFLOW SCUPPER ROOF DRAIN, TYP. APPARATUS ROOF 20' - 6" J UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" F F F 122A C C B B B 130A COMPOSITE PANEL CLADDING PAINTED PLASTER FINISH, TYP. PAINTED PLASTER FINISH, TYP. METAL COPING, TYP. COMPOSITE PANEL CLADDING 1" REVEAL METAL COPING, TYP. 1" REVEAL 102A 10' - 0" 7' - 4" COMPOSITE PANEL CLADDING 1" REVEAL PAINTED PLASTER FINISH, TYP. 6' - 0" 1" REVEAL 1" REVEAL 1" REVEAL 16' - 0" 22' - 0" APPARATUS ROOF 20' - 6" G Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A201 SOUTH ELEVATION & EAST ELEVATION 3/16" = 1'-0" 1 SOUTH ELEVATION 3/16" = 1'-0" 2 EAST ELEVATION No. Description Date UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" PAINTED PLASTER FINISH, TYP. OVERFLOW SCUPPER ROOF DRAIN, TYP. 1" REVEAL PAINTED PLASTER FINISH, TYP. METAL COPING, TYP. E E E A COMPOSITE PANEL CLADDING 5' - 0" APPARATUS ROOF 20' - 6" APPARATUS ROOF 20' - 6" 8' - 0" 16' - 0" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" 1 A301 2 A301 1 A302 2 A302 1 A303 2' - 0" PAINTED PLASTER FINISH, TYP. OVERFLOW SCUPPER ROOF DRAIN, TYP. METAL COPING, TYP. 1" REVEAL COMPOSITE PANEL CLADDING 1" REVEAL PAINTED PLASTER FINISH, TYP. 1" REVEAL 1" REVEAL E E E E E E B B 1" REVEAL 1" REVEAL METAL COPING, TYP. 16' - 0" 7' - 4" 7' - 4" 16' - 0" APPARATUS ROOF 20' - 6" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A202 NORTH ELEVATION & WEST ELEVATION 3/16" = 1'-0" 1 NORTH ELEVATION 3/16" = 1'-0" 2 WEST ELEVATION No. Description Date UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 2 A303 1 A304 2 A304 1 A305 2 A305 120 SF SHIFT COMMANDER OFFICE 106 83 SF CORRIDOR 105 120 SF LOBBY 102 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 1989 SF APPARATUS BAYS 101 8' - 0" COMPOSITE PANEL CLADDING 2' - 0" 9' - 0" 22' - 0" APPARATUS ROOF 20' - 6" APPARATUS ROOF 20' - 6" 16' - 0" 1/4" / 12" UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 2 A303 1 A304 2 A304 1 A305 2 A305 220 SF FITNESS ROOM 116 173 SF CORR. 110 95 SF MECHANICAL 115 84 SF LAUNDRY 117 399 SF TURN-OUT GEAR STORAGE 119 1989 SF APPARATUS BAYS 101 9' - 0" 2' - 0" 9' - 0" 8' - 0" 9' - 0" E 121A 118A 142A 142B 119B 10' - 0" 7' - 4" COMPOSITE PANEL CLADDING 16' - 0" 22' - 0" APPARATUS ROOF 20' - 6" APPARATUS ROOF 20' - 6" 1/4" / 12" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A301 BUILDING SECTIONS 3/16" = 1'-0" 1 BUILDIN SECTION AA-AA 3/16" = 1'-0" 2 BUILDING SECTION BB-BB No. Description Date UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 1 A304 2 A304 1 A305 2 A305 374 SF DAY ROOM/LOUNGE 121 295 SF FEMALE DORM 124 331 SF KITCHEN/DINING 122 9' - 0" 9' - 0" 2' - 0" E E 125A 130B 7' - 4" 7' - 4" 1/4" / 12" 16' - 0" ROOF DRAIN 9' - 0" 1/4" / 12" COMPOSITE PANEL CLADDING UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 2 A304 1 A305 2 A305 459 SF MALE DORM 123 400 SF CORRIDOR 120 99 SF FEMALE LOCKER 125 200 SF FEMALE RESTROOM 126 9' - 0" 130B 111A A 2' - 0" 9' - 0" 1/4" / 12" ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN, TYP. COMPOSITE PANEL CLADDING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A302 BUILDING SECTIONS 3/16" = 1'-0" 1 BUILDING SECTION CC-CC 3/16" = 1'-0" 2 BUILDING SECTION DD-DD No. Description Date LEVEL ONE 0' - 0" 1 A305 2 A305 53 SF RESTROOM 131 374 SF SAFEROOM 130 132A 133A 2' - 0" 9' - 0" 9' - 0" CISTERN LEVEL -10' - 0" 11' - 0" 16' - 0" 13' - 2" 1/4" / 12" 428 SF CISTERN 1 137 ROOF DRAIN ROOF DRAIN COMPOSITE PANEL CLADDING OVERFLOW SCUPPER ROOF DRAIN, TYP. UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 1 A301 2 A301 109 SF RADIO/REPORT 103 83 SF CORRIDOR 105 140 SF GENERAL STORAGE 109 220 SF FITNESS ROOM 116 160 SF SUPERVISOR DORM 107 7' - 4" 9' - 0" 8' - 0" 106A E 16' - 0" 16' - 0" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A303 BUILDING SECTIONS 3/16" = 1'-0" 1 BUILDING SECTION EE-EE 3/16" = 1'-0" 2 BUILDING SECTION FF-FF No. Description Date UPPER ROOF 14' - 6" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 1 A301 2 A301 1 A302 56 SF PUBLIC TOILET 104 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 60 SF ELECTRICAL 113 95 SF MECHANICAL 115 374 SF DAY ROOM/LOUNGE 121 9' - 0" 8' - 0" 9' - 0" 2' - 0" COMPOSITE PANEL CLADDING LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 1 A301 2 A301 1 A302 2 A302 1989 SF APPARATUS BAYS 101 84 SF LAUNDRY 117 98 SF DECON SHOWER 118 400 SF CORRIDOR 120 295 SF FEMALE DORM 124 200 SF FEMALE RESTROOM 126 14' - 0" 9' - 0" 8' - 0" E E B 121B F 102A 132A APPARATUS ROOF 20' - 6" APPARATUS ROOF 20' - 6" 1/4" / 12" 22' - 0" 16' - 0" 16' - 0" COMPOSITE PANEL CLADDING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A304 BUILDING SECITONS 3/16" = 1'-0" 1 BUILDING SECTION GG-GG 3/16" = 1'-0" 2 BUILDING SECTION HH-HH No. Description Date UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 1 A301 2 A301 1 A302 2 A302 1 A303 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 400 SF CORRIDOR 120 374 SF SAFEROOM 130 60 SF PROVISIONS 132 14' - 0" 9' - 0" 9' - 0" 8' - 0" CISTERN LEVEL -10' - 0" CISTERN LEVEL -10' - 0" 428 SF CISTERN 1 137 APPARATUS ROOF 20' - 6" APPARATUS ROOF 20' - 6" 1/4" / 12" 22' - 0" 16' - 0" UPPER ROOF 14' - 6" LEVEL ONE 0' - 0" 1 A301 2 A301 1 A302 2 A302 1 A303 1989 SF APPARATUS BAYS 101 331 SF KITCHEN/DINING 122 459 SF MALE DORM 123 258 SF MALE RESTROOM 128 374 SF SAFEROOM 130 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 65 SF SCBA BOTTLE STORAGE 142 CISTERN LEVEL -10' - 0" CISTERN LEVEL -10' - 0" APPARATUS ROOF 20' - 6" 16' - 6" 22' - 0" 428 SF CISTERN 1 137 291 SF CISTERN 2 136 1/4" / 12" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A305 BUILDING SECTIONS 1 SCHEMATIC DESIGN 08/17/24 3/16" = 1'-0" 1 BUILDING SECTION JJ-JJ 3/16" = 1'-0" 2 BUILDING SECTION KK-KK No. Description Date 8" CAST-IN-PLACE CONCRETE WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES 8" CMU WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES 2x4 P.T. WOOD STUD WALL (NON LOAD BEARING) WITH CEMENT BOARD AND PLASTER FINISH ALL EXPOSED SIDES. W4 W1 W3 6" CMU WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES W2 INTERIOR FINISH SCHEDULE KEY FLOOR WALL BASE WALL FINISH CEILING WALL MATERIAL F1 IMPERVIOUS TILE FLOORING F2 EPOXY RESIN SEAMLESS FIELD APPLIED FLOORING B1 VINYL COVE BASE P1 PAINTED FINISH P2 PLASTER FINISH C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTE, WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD T TILE CMU CONCRETE MASONRY UNIT CWB CEMENT WALL BOARD GWB MOISTURE & MILDEW RESISTANT GYPSUM WALL BOARD PNT PAINTED FINISH CONC. CONCRETE Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A400 SCHEDULES ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE CEILING WALL FINISH COMMENTS NORTH EAST SOUTH WEST 101 APPARATUS BAYS CONCRETE/EPOXY NONE OPEN STRUCTURE PAINT PAINT PAINT PAINT 102 LOBBY TILE TILE ACT PAINT PAINT PAINT PAINT 103 RADIO/REPORT TILE TILE ACT PAINT PAINT PAINT PAINT 104 PUBLIC TOILET TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 105 CORRIDOR TILE TILE ACT PAINT PAINT PAINT PAINT 106 SHIFT COMMANDER OFFICE TILE TILE ACT PAINT PAINT PAINT PAINT 107 SUPERVISOR DORM TILE TILE ACT PAINT PAINT PAINT PAINT 108 SUPERVISOR BATH TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 109 GENERAL STORAGE TILE TILE ACT PAINT PAINT PAINT PAINT 110 CORR. TILE TILE ACT PAINT PAINT PAINT PAINT 111 AIR LOCK TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 112 EMS STORAGE CONCRETE/EPOXY NONE ACT PAINT PAINT PAINT PAINT 113 ELECTRICAL CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 114 JANITOR TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 115 MECHANICAL CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 116 FITNESS ROOM CONCRETE/EPOXY NONE ACT PAINT PAINT PAINT PAINT 117 LAUNDRY CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 118 DECON SHOWER CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 119 TURN-OUT GEAR STORAGE CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 120 CORRIDOR TILE TILE ACT PAINT PAINT PAINT PAINT 121 DAY ROOM/LOUNGE TILE TILE ACT PAINT PAINT PAINT PAINT 122 KITCHEN/DINING TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 123 MALE DORM TILE TILE ACT PAINT PAINT PAINT PAINT 124 FEMALE DORM TILE TILE ACT PAINT PAINT PAINT PAINT 125 FEMALE LOCKER TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 126 FEMALE RESTROOM TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 127 MALE LOCKER TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 128 MALE RESTROOM TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 129 STORAGE CLOSET TILE TILE ACT PAINT PAINT PAINT PAINT 130 SAFEROOM TILE TILE ACT PAINT PAINT PAINT PAINT 131 RESTROOM TILE TILE ACT PAINT PAINT PAINT PAINT 132 STORAGE TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 132 PROVISIONS TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 133 CORR. CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 134 PUMP ROOM CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 135 GENERATOR ROOM CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 136 CISTERN 2 137 CISTERN 1 142 SCBA BOTTLE STORAGE CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 144 FITNESS ROOM TOILET TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT Grand total: 40 DOOR SCHEDULE DOOR MARK DESCRIPTION WIDTH HEIGHT THICKNESS FUNCTION COMMENTS 101A Door-StormDefender-FaceOfWallMount_Cornell: 12' WIDE x 14' HIGH 12' - 0" 17' - 2" Interior 101B Door-StormDefender-FaceOfWallMount_Cornell: 12' WIDE x 14' HIGH 12' - 0" 17' - 2" Interior 101C Door-StormDefender-FaceOfWallMount_Cornell: 14' WIDE x 14' HIGH 2 14' - 0" 17' - 2" Interior 102A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 103A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 104A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 105A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 106A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 107A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 108A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 110A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 112A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 113A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 114A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 115A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 116A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 118A Door-Passage-Single-Flush: 36" x 84" 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 119A Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 119B Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 121A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 121B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 122A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 123A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 124A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 125A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126C Single-Flush_Swing: 30" x 80" 2' - 6" 6' - 8" 0' - 1 3/8" Interior 126D Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128C Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128D Single-Flush_Swing: 24" x 80" 2' - 0" 6' - 8" 0' - 1 3/8" Interior 128E Single-Flush_Swing: 24" x 80" 2' - 0" 6' - 8" 0' - 1 3/8" Interior 129A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 130A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 130B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 131A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 132A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 132A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 133A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 134A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 135A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 140A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 142A Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 142B Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 144A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior Grand total: 50 Window Schedule Type Mark Rough Opening Type Detail Comments Width Height Head Jamb Sill A 2' - 6" 5' - 0" Double Hung B 3' - 0" 2' - 0" Window-Awning-Single C 2' - 6" 5' - 0" Instance-Window-Fixed E 3' - 0" 5' - 0" Instance-Window-Fixed F 3' - 0" 6' - 0" Instance-Window-Fixed G 6' - 0" 6' - 0" Instance-Window-Fixed No. Description Date WALL LEGEND DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #6 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" WALL TYPE 1 - 8" CMU TYPE A WALL TYPE 2 - 8" CMU TYPE B DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 24" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" WALL TYPE 3 - 8" CMU TYPE C CL CL 8" 9 1/4" 8" CMU 8" CMU 8" CMU 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#6 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 4 - 8" CONC. TYPE A CL CL 8" 9 1/4" 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#5 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 5 - 8" CONC. TYPE B 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION WALL TYPE 6 - 5" STUD TYPE A 2-1/2" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 2-1/2" FIBERGLASS INSULATION WALL TYPE 7 - 5" STUD TYPE B 4 3/4" 2-1/2" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-1/2" FIBERGLASS INSULATION WALL TYPE 8 - 6" STUD 5" STUD 5" STUD 6" STUD CL 6" 1 LAYER 5/8" SHEETROCK GYPSUM PANEL 1-#5 VERTICAL REINF. @ 8" O.C. EACH FACE WITH 1-1/2" COVER 1-#5 HORIZONTAL REINF. @ 8" O.C. EACH FACE WITH 1-1/2" COVER 12" OCNC. 1' - 0" WALL TYPE 9 - 12" CONC. 7/8" FURRING METAL CHANNEL WITH FASTENER @ 16" O.C. 1 LAYER 5/8" MOISTURE & MOLD RESISTANT CEMENT BOARD MASONRY WALL SPECIFIED ON PLAN WALL TYPE 10 - 1-1/2" STUD 1-1/2" FURRED CL 1 1/2" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A401 TYPICAL WALL TYPES No. Description Date 1 1/2" = 1'-0" 1 WALL DETAILS FLEXIBLE AIR SUPPLY DUCT METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT 2'-0" X 2'-0" AIR SUPPLY SEE MECH. DWGS FOR CAPACITY AND SIZE ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT FLEXIBLE AIR SUPPLY DUCT 2'-0" X 4'0" LIGHT FIXTURE. SEE ELECTRICAL DWGS FOR FIXTURE TYPE METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL CROSS TEE 2'- 0" O.C. 2'-0" X 2'-0" ACOUSTIC LAY IN TILE PANEL 1" FURRING CHANNEL AT 2'-0" O.C. GALVANIZE METAL CEILING GRIS SUSP. HANGER 4'-0" O.C. 2" MAIN CHANNEL AT 4'-0" O.C. WATER RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM WATER AND MOLD RESISTANT GYPSUM BOARD GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. CORNER BEAD FINISHED WALL ANGLE AND MOULDING TRIM SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM 1" FURRING CHANNEL @ 2'-0" O.C. SPACING TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM GRID HANGER AT 4'-0" 2" MAIN CHANNEL AT 4'-0" O.C. FACTORY FINISHED ACCESS DOOR OPENING IN FRAMING FOR ACCESS HATCH WATER AND MOLD RESISTANT GYPSUM BOARD WATER AND MOLD RESISTANT GYPSUM BOARD GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX 1" FURRING CHANNEL AT 2'-0" O.C. SPACING 2" MAIN CHANNEL AT 4'-0" O.C. SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD STUD WALL PARTITION Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A402 TYPICAL CEILING DETAILS No. Description Date 3/4" = 1'-0" 1 CEILING DETAIL AT REGISTER 3/4" = 1'-0" 2 CEILING DETAIL AT LIGHT FIXTURE 3/4" = 1'-0" 3 TYPICAL SUSPENDED CEILING DETAIL 3/4" = 1'-0" 4 GYP. BOARD CEILING DETAIL 3/4" = 1'-0" 5 BULKHEAD DETAIL 3/4" = 1'-0" 6 ACT CEILING DETAIL 3/4" = 1'-0" 7 CEILING ACCESS HATCH DETAIL 3/4" = 1'-0" 8 CEILING DETAIL - GYP. BOARD & ACT CEILING 3/8" 4 1/2" 1/4" 1-3/4" WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER DOOR CLOSER FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT DOOR WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER GLASS PANEL SIDE LIGHT FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT GLASS PAINTED PLASTER FINISH LINTEL BLOCK HEADER. SEE STRUCTURAL. IMPACT RESISTANT GLASS WINDOW ASSEMBLY. WOOD SHIM BLOCKING WALL FINISH PER SCHEDULE PVC WEEPHOLES AT ALL WINDOWS AND DOOR HEADS ONE AT EACH CORNER AND MAX 4'-0" APART WINDOW HEADER DETAIL INSULATION VAPOR BARRIER CONCRETE SILL WALL FINISH PER SCHEDULE 1-5/8" METAL STUD DRIP EDGE STAINLESS STEEL THROUGH WALL FLASHING PAINTED PLASTER FINISH BACKER ROD AND SEALANT ANCHOR STORE FRONT TO MASONRY AS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE IMACT RESISTANT RATING. IMPACT RESISTANT GLASS WINDOW. X HARDWOOD SILL X HARDWOOD TRIM WINDOW SILL DETAIL WOOD SHIM AS REQUIRED INTERIOR EXTERIOR INTERIOR EXTERIOR DRIP EDGE 3 1/4" 1/2" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A403 WINDOW DETAILS No. Description Date 3" = 1'-0" 1 HEADER AND JAMB DETAILS 3" = 1'-0" 2 WINDOW HEADER AND SILL DETAIL (2) 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE A 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 2-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE B 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-1/2" FIBERGLASS INSULATION DOOR JAMB 6" STUD HOLLOW METAL FRAME 2x20 GA CONTINUOUS METAL STRAP 8" CMU BLOCK 5/8" PLASTER ON EACH SIDE SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CMU SEALANT WITH BOND BREAKER TAPE PLASTER TRIM 8" CONCRETE WALL PLASTER FINISH SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CONCRETE Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A404 DOOR & FRAME DETAILS No. Description Date 3" = 1'-0" 1 JAMB DETAILS CAST IN PLACE CONCRETE WALL (SEE STRUCTURAL FOR DETAILS) CONTROL JOINT AMARR. ROLLING STEEL DOOR MODEL: 4000 WITH LIFTMASTER OPERATOR H-5011 CONCRETE SLAB ON GRADE (SEE STRUCTURAL) CONTINUOUS CONCRETE FOOTING (SEE STRUCTURAL) COMPACTED FILL CONCRETE SLAB ON GRADE (SEE STRUCTURAL) TRENCH DRAIN AMARR. ROLLING STEEL DOOR MODEL: 4000 WITH LIFTMASTER OPERATOR H-5011 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A405 APPARATUS BAY DOOR DETAILS No. Description Date 1" = 1'-0" 1 OVERHEAD COILING DOOR DETAIL HOT-AIR WELD SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 4 3/4" SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING A/C UNIT BASE WOOD NAILER CONCRETE CURB TERMINATION BAR AND SEALANT FASTENER AND BAR WITH PVC CORD HOT-AIR WELD RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 2" MIN. DENSDECK GYPSUM ROOF BOARD SHEATHING INSULATION SECURELY FASTENED AND MECHANICALLY ATTACHED PITCH POCKET SEALANT CEMENT BASED GROUT FLASHING PENETRATIONS METAL PITCH PAN FASTENED 4" O.C. USING GALVANIZED ANNULAR RING NAILS TREATED WOOD NAILER NEW CONCRETE ROOF SLAB HOT-AIR WELDED SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING NEW CHILLED WATER LINE NEW METAL STRAP BRACKET INSULATION SECURELY FASTENED SEALANT AT FASTENER PENETRATION TYPICAL SOLID WOOD NAILER MECHANICALLY ATTACHED BASE FLASHING HOT-AIR WELDED NEW CONCRETE ROOF SLAB NEW METAL STRAP NEW 4"Ø ELECTRIC CONDUIT NEW 2" CHANNEL NEW 2" Ø TUBULAR STEEL PIPE DENSDECK GYPSUM ROOF BOARD SHEATHING SINGLE PLY FLASHING MEMBRANE FASTENER AND BAR WITH PVC CORD RIGID INSULATION SECURELY FASTENED BASE FLASHING HOT-AIR WELDED SINGLE PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED NEW CONCRETE ROOF SLAB Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A406 ROOF DETAILS No. Description Date 1 1/2" = 1'-0" 1 ROOF DRAIN DETAIL 1 1/2" = 1'-0" 2 CURB DETAIL 1 1/2" = 1'-0" 3 PITCH POCKET DETAIL 1 1/2" = 1'-0" 4 CHILLED WATER SUPPLY LINE DETAIL 1 1/2" = 1'-0" 5 ELECTRICAL CONDUIT SUPPORT DETAIL CAP FLASHING TAPERED WOOD NAILER AT APPARATUS BAY 8" CONCRETE ROOF SLAB RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING 3/4" PLYWOOD SINGLE PLY MEMBRANE FLASHING 8" OR 12" CMU WALL CURB WITH PAINTED 3/4" PLASTER FINISH 8" OR 12" CMU WALL WITH PAINTED 3/4" PLASTER FINISH --- - COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING 8" CONCRETE ROOF SLAB 8" OR 12" CMU WALL COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION 8" CONCRETE ROOF SLAB 8" OR 12" CONCRETE WALL 4" PVC PIPE 1-1/2" CHAMFER 3" 8" 2" 1' - 1" RAISED METAL DRIP COUNTER FLASHING SINGLE-PLY MEMBRANE FLASHING 11" 5" 1' - 4" CONC. BEAM (SEE STRUCTURAL SLAB) SINGLE-PLY MEMBRANE FLASHING DENSDECK GYPSUM ROOF SHEATHING RIGID INSULATION 8" CONCRETE ROOF SLAB (SEE STRUCTURAL) 1' - 10" 1' - 2" 1' - 2" 10" 8" 4" 3" FINISH CAP FLASHING SINGLE MEMBRANE FLASHING COUNTER FLASHING 4" PVC DOWN SPOUT WITH ROOF DRAIN CONCRETE SCUPPER FINISH CAP FLASHING CONC. BEAM ABOVE. (SEE STRUCTURAL) SINGLE MEMBRANE FLASHING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A407 ROOF DETAILS 1 1/2" = 1'-0" 1 ROOF SECTION AT CMU CURB 1 1/2" = 1'-0" 2 ROOF SECTION 1 1/2" = 1'-0" 3 ROOF SECTION AT CONCRETE WALL No. Description Date 1 1/2" = 1'-0" 6 ROOF SECTION AT SCUPPER DRAIN DETAIL 1 1/2" = 1'-0" 7 ROOF SECTION AT SCUPPER - PLAN VIEW ROOF DRAIN PLASTER FINISH ON CMU WALL REINFORCED CONCRETE SLAB WITH 1/4"/FT SLOPE METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS 3" PVC ROOF DRAIN LEADER PLASTER FINISH ON CMU WALL PLASTER FINISH ON CMU WALL FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB REINFORCED CONCRETE SLAB WITH 1/4"SLOPE TO ROOF DRAIN METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS CONT. 2X WOOD BLOCKING FINISHED CAP FLASHING COMPOSITE CLADDING INSTALL AS PER MFGR SPECIFICATIONS CLADDING FRAMING SUBSTRATE BY CLADDING MANUFACTURER COMPOSITE CLADDING SOFFIT INSTALLED AS PER MFGR. SPECIFICATIONS CONTINUOUS CLEAT 8" OR 12" PARAPET 2X WOOD NAILER METAL CAP FLASHING TERMINATION REGLET AND CAULK CAULK SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS CONTINUOUS CLEAT CAST IN PLACE CONCRETE PARAPET 2X WOOD NAILER METAL CAP FLASHING TERMINATION REGLET AND CAULK CAULK SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A408 ROOF DETAILS 3" = 1'-0" 1 WALKWAY ROOF DRAIN DETAIL 3" = 1'-0" 2 WALKWAY ROOF SLAB DETAIL No. Description Date 1" = 1'-0" 3 CMU PARAPET CAP FLASHING DETAIL 1" = 1'-0" 4 CONCRETE PARAPET CAP FLASHING DETAIL SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 01 02 03 05 05 06 07 08 9 11 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 7' - 1 1/4" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A501 DOOR ELEVATIONS No. Description Date FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR C A B D FINISHED FLOOR H FINISHED FLOOR E 8' - 0" 3' - 0" 5' - 0" 7' - 4" 5' - 4" 2' - 0" 7' - 4" 6' - 0" 3' - 0" 2' - 6" 6' - 0" 1' - 4" FINISHED FLOOR F 6' - 0" 10' - 0" 6' - 0" 4' - 0" 7' - 4" 1' - 4" 6' - 0" 3' - 0" 2' - 4" 5' - 0" 7' - 4" 5' - 0" 2' - 4" 5' - 0" 7' - 4" FINISHED FLOOR J 7' - 4" 1' - 4" 6' - 0" 9' - 0" FINISHED FLOOR 7' - 4" 6' - 0" 1' - 4" G 3' - 0" 6' - 0" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 Author Checker FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A502 WINDOW ELEVATIONS No. Description Date 11 10 104A 2 3 2 1 3 1 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK 36" OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW SLOAN AD 8100 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR NEW BOBRICK 42" OR SIMILAR ADA COMPLIANT GRAB BAR 13 NEW ELKAY EZSTL8WSLK DRINKING - WATER BOTTLE FILLING STATION UNIT OR SIMILAR 14 NEW 36" X 36" KOHLER SHOWER BASE OR SIMILAR 2 1 7 6 3 1 7 6 MOP SINK MOP SINK WASHER CONN. DRYER VENT 2 10 6 1 5 7 3 11 119B LOCKERS (N.I.C.) LOCKERS (N.I.C.) LOCKERS (N.I.C.) Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A601 INTERIOR ELEVATIONS 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 1/2" = 1'-0" 1 PUBLIC TOILET 104 - ELEVATION 1 1/2" = 1'-0" 3 PUBLIC TOILET 104 - ELEVATION 3 1/2" = 1'-0" 2 PUBLIC TOILET 104 - ELEVATION 2 1/2" = 1'-0" 4 SUPERVISOR BATH 108 - ELEVATION 4 1/2" = 1'-0" 5 SUPERVISOR BATH 108 - ELEVATION 5 1/2" = 1'-0" 6 JANITOR 114 - ELEVATION 6 1/2" = 1'-0" 7 LAUNDRY 117 - ELEVATION 7 1/2" = 1'-0" 8 DECON SHOWER 118 - ELEVATION 118 1/2" = 1'-0" 9 TURN-OUT GEAR STORAGE 119 - ELEVATION 9 1/2" = 1'-0" 10 TURN-OUT GEAR STORAGE No. Description Date 131A 11 1 10 3 2 B 1 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK 36" OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW SLOAN AD 8100 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR NEW BOBRICK 42" OR SIMILAR ADA COMPLIANT GRAB BAR 13 NEW ELKAY EZSTL8WSLK DRINKING - WATER BOTTLE FILLING STATION UNIT OR SIMILAR 14 NEW 36" X 36" KOHLER SHOWER BASE OR SIMILAR 119A LOCKERS (N.I.C.) LOCKERS (N.I.C.) LOCKERS (N.I.C.) 10 2 3 11 1 2 1 3 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A602 INTERIOR ELEVATIONS 1/2" = 1'-0" 4 RESTROOM 131 - ELEVATION 4 1/2" = 1'-0" 5 RESTROOM 131 - ELEVATION 5 1/2" = 1'-0" 2 TURN-OUT GEAR STORAGE 119 - ELEVATION 1/2" = 1'-0" 1 TURN-OUT GEAR STORAGE 119 - ELEVATION 1 1/2" = 1'-0" 3 RESTROOM 131 - ELEVATION 3 1/2" = 1'-0" 6 FITNESS ROOM TOILET 144 - ELEVATION 6 No. Description Date ABBREVIATIONS WHA WATER HAMMER ARRESTOR WEIGHT WASTE HORSEPOWER HOT WATER (DOMESTIC) HOT WATER RETURN HOT WATER REVERSE RETURN HOT WATER SUPPLY HWR HWRR HWS Hz HTG HP HW HERTZ HEATING WT W INSIDE DIMENSION INCHES KILOWATTS LEAVING AIR TEMPERATURE POUNDS LINEAR GRILLE LINEAR RETURN GRILLE LOOP WATER RETURN LOOP WATER SUPPLY MINIMUM MAXIMUM MANUAL DAMPER MOTOR OPERATED DAMPER MANUFACTURER NORMALLY CLOSED NATURAL GAS NORMALLY OPEN NOMINAL OUTSIDE AIR OUTSIDE DIMENSION OPPOSED BLADE DAMPER POWERED INDUCTION UNIT POUNDS PER SQUARE INCH RETURN AIR RADIUS RETURN AIR GRILLE REDUCER REFRIGERANT LIQUID REFRIGERANT SUCTION ROOFTOP UNIT RETURN AIR REGISTER STATIC PRESSURE STATIC PRESSURE SENSOR SUPPLY AIR SANITARY SMOKE DAMPER SENSIBLE SQUARE SUPPLY REGISTER STORM SPLIT SYSTEM TEMPERATURE TRANSFER GRILLE TYPICAL UNLESS OTHERWISE NOTED VENT VALVE VENT THRU ROOF VARIABLE AIR VOLUME WET BULB WATER COLUMN NON-FREEZE WALL HYDRANT MOD ENTERING WATER TEMPERATURE FLOOR CLEANOUT FAN COIL UNIT FIRE/SMOKE DAMPER FIRE DAMPER OR FLOOR DRAIN FLOOR DRAIN (only) FLAT ON BOTTOM FUEL OIL RETURN FUEL OIL SUPPLY FLAT ON TOP FEET PER MINUTE FEET PER SECOND GALLONS PER MINUTE GRADE CLEANOUT FOS GCO HD GPM GA GL HUB DRAIN GAUGE GLOBE FT G FOT FPM FPS FEET GATE FCU FOB FOR FLR FSD FL DR FD FLOOR FCO F EWT EXH EFF FAHRENHEIT EXHAUST EFFICIENCY TG wb WC VA VTR VAV UON V TYP SQ TEMP SR ST SS SAN SD SEN SP SPS SA CUBIC FEET PER MINUTE CURVED BLADE CEILING REGISTER CEILING DIFFUSER CONDENSING UNIT COLD WATER (DOMESTIC) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN CONDENSATE ENTERING AIR TEMPERATURE EXHAUST FAN EXHAUST REGISTER EXTERNAL STATIC PRESSURE EMERGENCY OVERFLOW DRAIN db DRY BULB EF ESP EOD ER ECC EA EAT ECCENTRIC EACH dB DWG DN DR do DECIBELS DRAWING DOWN DRAIN DITTO CWS COND CWR CON CO CONCENTRIC CLEANOUT CU CHWS CHWR CW CFM CBCR CD RS RTU RAR RAG RED RL RA RAD PIU PSI NO OA OD OBD NOM NC NG NFWH MFR ABOVE CEILING ACCESS DOOR ABOVE FINISHED FLOOR AIR CONDITIONING AIR HANDLING UNIT BACKDRAFT DAMPER BELOW FLOOR BELOW GRADE BRAKE HORSEPOWER BASE CLEANOUT AFF BHP BCO B/F B/G B'FLY BUTTERFLY AUTOMATIC BAL BDD AUTO AHU AC BALANCING ADJUSTABLE A/C AD ADJ LWR MIN MAX MD LWS LAT LB LG LRG KW ID IN ARCHITECTURAL LINEAR SLOT DIFFUSER ALSD ARCHITECTURAL LINEAR RETURN SLOT ALRS ARCHITECTURAL LINEAR EXHAUST SLOT ALES LEGEND H T N M CEILING RETURN AIR GRILLE SIDE-WALL or DUCT MOUNTED SLOT DIFFUSER REGISTER THERMOSTAT HUMIDISTAT FIRE DAMPER TRANSITION MANUAL VOLUME DAMPER CEILING DIFFUSER or EXHAUST GRILLE NIGHT SET-BACK NEW WORK EXISTING WORK MOTOR OPERATED DAMPER WORK TO BE REMOVED CO CO2 SENSOR J ELECTRICAL J-BOX ACCESS PANEL AIR FILTRATION SCHEDULE I.D. Size CAPACITY MAX S.P.D. VOLTS/ BASIS OF DESIGN REMARKS TAG (W x H) USE (CFM) (IN. W.G.) HP PHASE/HZ ACD-1 76.5"X26.25"X26.25" FIRE APPARATUS BAYS 3000 0.10 1.00 208/1/60 SAFEAIR MODEL SA-FHAC-3000 (1) (2) (3) ACD-2 76.5"X26.25"X26.25" FIRE APPARATUS BAYS 3000 0.10 1.00 208/1/60 SAFEAIR MODEL SA-FHAC-3000 (1) (2) (3) (1) FAN SHALL BE DIRECT DRIVE, FORWARD CURVED. CONSTRUCTION SHALL BE 16 GA STEEL COATED RED. MOUNT AT 14'-0" AFF (OR AS DIRECTED BY AHJ). INCLUDE DISCONNECT (LOCKOUT/TAGOUT TYPE) (2) INCLUDE MERV 11 PLEATED PRE-FILTER, MERV 14 HEPA MAIN FILTER, CARBON/PURAFIL BLEND GAS FILTER (50LBS), AND MERV 8 PLEATED AFTER FILTER. (3) INCLUDE 4WD-4E CONTROLLER, LED DIRTY FILTER INDICATOR, PRESSURE SWITCH, AND BIRDSCREEN. ACD-3 76.5"X26.25"X26.25" FIRE APPARATUS BAYS 3000 0.10 1.00 208/1/60 SAFEAIR MODEL SA-FHAC-3000 (1) (2) (3) FAN SCHEDULE I.D. SERVES CAPACITY S.P. MOTOR DRIVE MAX. FAN MAX. VOLTS/ TYPE OF FAN WEIGHT BASIS OF DESIGN REMARKS TAG (CFM) (IN. W.G.) H.P. RPM NOISE PHASE (LBS). TEF-1 MEN'S RR 300 0.375 fract D 1,050 3.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (3) TEF-2 WOMEN'S RR 200 0.375 fract D 1,050 3.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (3) TEF-3 KITCHEN/TURN-OUT 550 0.375 fract D 1,450 12.2 Sones 120/1 INLINE CABINET 36 GREENHECK CSP-A710-VG (1) (4) TEF-4 RR 131/PROVISION 150 0.375 fract D 1,000 3.6 sones 120/1 INLINE CABINET 23 GREENHECK CSP-A250 (1) (4) TEF-5 FITNESS RR/JANITOR 225 0.375 fract D 1,050 3.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (4) TEF-6 PUBLIC RR 75 0.375 fract D 900 2.2 sones 120/1 INLINE CABINET 23 GREENHECK CSP-A200 (1) (3) EF-1 PUMP ROOM 500 0.250 fract D 1,550 6.2 sones 120/1 INLINE CABINET 35 GREENHECK SQ-90 (2) (5) (6) (1) FAN SHALL BE SUSPENDED FROM STRUCTURE. INCLUDE GRAVITY BACKDRAFT DAMPER, HANGING NEOPRENE VIBRATION ISOLATORS, DISCONNECT, POLYPROPYLENE FAN WHEEL AND VARI-GREEN MOTOR OPERATING AT CONSTANT CFM (2) FAN SHALL BE SUSPENDED FROM STRUCTURE. INCLUDE GRAVITY BACKDRAFT DAMPER, HANGING NEOPRENE VIBRATION ISOLATORS, DISCONNECT IN NEMA 3R ENCLOSURE, ALUMINUM CONSTRUCTION, DIRECT DRIVE MOTOR COVER, PERMATECTOR COATING, AND MODEL VCD CONTROL DAMPER SET TO OPEN WHEN FAN ENERGIZES. (3) FAN SHALL BE CONTROLLED BY A WALL SWITCH. (4) FAN SHALL RUN CONTINUOSLY (5) FAN SHALL BE CONTROLLED BY A LINE VOLTAGE THERMOSTAT MOUNTED NEXT TO LIGHT SWITCH NEAR DOOR. (6) INCLUDE FAN INLET GUARD EF-2 GENERATOR ROOM 500 0.250 fract D 1,550 6.2 sones 120/1 INLINE CABINET 35 GREENHECK SQ-90 (2) (5) (6) SPLIT SYSTEM SCHEDULE HAP CAPACITY BOD CAPACITY FAN COIL UNIT DATA HEATING DATA CONDENSING UNIT DATA I.D. AREA MINIMUM TOTAL MINIMUM SENSIBLE MINIMUM TOTAL MINIMUM SENSIBLE AIRFLOW EXT. S.P. OUTSIDE MAX COIL EAT VOLTS/ DRIVE HEATING SECTION WEIGHT AMBIENT VOLTS/ STAGES MIN. WEIGHT BASIS OF DESIGN REMARKS TAG SERVED ORIENATION CAPACITY (BTUH) CAPACITY (BTUH) CAPACITY (MBH) CAPACITY (MBH) (CFM) (IN. W.C.) (1) AIR (CFM) H.P. °F db °F wb PHASE (2) TYPE CAPACITY (3) (LBS) TEMP. (°F) PHASE SEER (4) (LBS) FCU-1 / CU-1 SUPERVISOR HORIZONTAL 36,100 25,100 36,107 27,183 1,080 0.5 300 78.1 67.2 208/1 D HP 35,410 150 90.0 208/1 1 14.0 160 CARRIER 45MBAAQ36XA3 / 37MBRAQ36AA3 (5) (6) FCU-2 / CU-2 COMMON AREAS VERTICAL 59,700 38,400 53,329 39,031 1550 0.5 500 78.1 68.0 208/1 D HP 28,864 190 90.0 208/1 1 14.0 240 CARRIER 45MBAAQ60XA3 / 37MARAQ58AA3 (5) (6) FCU-3 / CU-3 FEMALE DORM VERTICAL 25,500 17,200 28,831 22,270 760 0.5 225 77.7 68.3 208/1 D HP 26,528 130 90.0 208/1 1 14.0 130 CARRIER 45MBAAQ24XB3 / 37MARAQ24AA3 (5) (6) FCU-4 / CU-4 MENS DORM VERTICAL 35,400 23,300 36,629 28,027 1,080 0.5 325 78.5 68.3 208/1 D HP 35,410 150 90.0 208/1 1 14.0 200 CARRIER 45MBAAQ36XA3 / 37MBRAQ36AA3 (5) (6) FCU-5 / CU-5 SAFE ROOM HORIZONTAL 26,400 18,500 27,839 18,331 760 0.5 150 75.9 66.2 208/1 D HP 26,528 130 90.0 208/1 1 14.0 130 CARRIER 45MBAAQ24XB3 / 37MARAQ24AA3 (5) (6) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE FAN COIL UNIT ASSEMBLY (WET COIL, CASING, CLEAN GENERAL SPLIT SYSTEM NOTES: FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXT. S.P.). 1. CONTRACTOR SHALL COORDINATE THE REQUIRED SIZING OF ALL REFRIGERANT LINE SETS WITH THE HVAC UNIT MFG. (2) B = BELT DRIVE, D = DIRECT DRIVE. 2. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED CU AND FCU ACCESSORIES TO PROVIDE (3) THIS IS THE MINIMUM OUTPUT CAPACITY IN HEAT PUMP BTU AT 47 DEG F A COMPLETE AND OPERATIONAL SYSTEM. (4) RATINGS BASED ON AHRI STANDARDS 210 / 240. 3. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR REFRIGERANT LINE SIZING INCLUDING ANY REFRIGERANT LINE (5) PROVIDE THE FOLLOWING ACCESSORIES FOR THE FAN COIL UNIT: NEOPRENE VIBRATION ISOLATORS, MULT-SPEED EC MOTOR, DEHUMIDIFICATION MODE, INVERTER COMPRESSOR REQUIREMENTS FOR SLOPING OR TRAPPING TO ENSURE PROPER OIL RETURN AND SYSTEM OPERATION. AND PROGRAMMABLE ELECTRONIC COMBINATION THERMOSTAT/HUMIDISTAT. 4. CONTRACTOR SHALL INSTALL LIQUID LINE FILTER DRIERS IN ALL LINE SETS. (6) PROVIDE OUTDOOR UNIT WITH SEA-COAST PAINT PROTECTION, AND WALL MOUNTING ACCESSORY KIT. MOUNTING HEIGHT SHALL BE PER LOCAL CODES AND STANDARDS. 5. CONTRACTOR SHALL ARRANGE UNIT LAYOUT TO ENSURE SERVICEABILITY OF COMPRESSOR AND CONDENSER FAN. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.1 MECHANICAL ABBREVIATIONS, & SCHEDULES 23-005.D C. LYLES 1. SEQUENCE OF CONTROLS FOR HVAC EQUIPMENT: SPLIT SYSTEMS SHALL BE CONTROLLED BY A 24/7/365 PROGRAMMABLE THERMOSTAT. DEVICE SHALL BE A COMBINATION HUMIDISTAT/THERMOSTAT. WHEN AN FCU IS ENERGIZED, THE ASSOCIATED OUTSIDE AIR MOTOR OPERATED DAMPER SHALL OPEN. THE M.O.D. SHALL BE NORMALLY CLOSED, AND SHALL FAIL OPEN. PROVIDE ALL REQUIRED CONTROLS AND LOW VOLTAGE WIRING REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. NO. DATE REMARKS 08/20/2025 60% Progress LINED RETURN AIR DUCT MANUAL BALANCING DAMPER. ADJUST TO BALANCE RETURN AIR. INSULATED SHEETMETAL OUTSIDE AIR DUCT. SEE PLANS FOR SIZE. OUTSIDE AIR MOTOR-OPERATED DAMPER TO BE NORMALLY CLOSED AND SHALL OPEN WHEN AHU ENERGIZES. DAMPER TO BE LOCATED AS CLOSE TO INTAKE LOUVER AS POSSIBLE. BALANCE TO SCHEDULED OUTSIDE AIR FLOW RATE. RUBBER-IN-SHEAR VIBRATION ISOLATORS FLEX DUCT SA 2" DEEP GALVANIZED OVERFLOW PAN 6" LARGER THAN UNIT IN ALL DIRECTIONS. CONDENSATE DRAIN OPEN TRAP VENT. EXTEND 6" ABOVE COIL SECTION HOUSING. CONDENSATE TRAP FAN SECTION COIL SECTIO N FILTER SECTION. PROVIDE ACCESS. REFRIGERANT LINES (RS&RL) HANGER RODS SECURED TO STRUCTURE OA RA NOTE: MOUNT UNIT AS HIGH AS POSSIBLE. DRAIN PAN "TELL TALE" - ROUTE THROUGH CHROME-PLATED ESCUTCHEON PLATE TO CEILING ABOVE UTILITY SINK M S OUTSIDE AIR DUCT SEE PLAN FOR SIZE & CONFIGURATION. MOTOR OPERATED DAMPER INTERLOCK TO UNIT TO CLOSE WHEN UNIT IS NOT RUNNING. DAMPER TO BE LOCATED AS CLOSE TO LOUVER AS POSSIBLE BALANCE OUTSIDE AIR TO SCHEDULED CFM MANUAL DAMPER RETURN AIR DUCT FULL SEE PLAN FOR SIZE AND CONTINUATION. CONDENSATE DRAIN TRAP VENT EXTEND 6" ABOVE COIL SECTION HOUSING. FILTER SECTION. PROVIDE ACCESS. FLEX DUCT LINER (TYP) SA FAN SECTION RA REFRIGERANT LINES (RS&RL) 4" THICK, HIGH DENSITY STYROFOAM BEADPAD (TYP.) 2" DEEP GALVANIZED OVERFLOW PAN 6" LARGER THAN UNIT IN ALL DIRECTIONS. PROVIDE FLOAT SWITCH WITH HIGH LEVEL CUT-OFF IN OVERFLOW PAN. COIL SECTION M PRE-MANUFACTURED EQUIPMENT STAND. ROUTE CONDENSATE TO NEAREST FLOOR DRAIN OR HUB DRAIN HANGER STRAPS SECURED TO STRUCTURE ABOVE (TYP.) EXHAUST FAN - SEE PLAN AND NOTES FOR SIZING DUCT SIZED AS SHOWN ON PLAN, PROVIDE MIN. 5'-0" LONG LINED SECTION OF DUCT AIRFLOW ROUND SPIN IN FITTING WITH MANUAL DAMPER AND AIR SCOOP SUPPLY DUCT ROUND TO ROUND INCREASER WHERE RECTANGULAR DUCT DEPTH LIMITS SIZE OF SPIN-IN SHEET METAL DUCT RUN-OUT TO MATCH SIZE OF FLEX DUCT DIFFUSER METAL CLAMPS FLEX DUCT SIZE TO MATCH INLET HEIGHT SHALL BE EQUAL TO NEGATIVE STATIC PRESSURE PLUS 1". NOTE 1: UNIT CASING PIPE FULL SIZE OF UNIT DRAIN CONNECTION. CAPS NOTE 1 NOTES: INSTALLATION SHALL SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL MAINTAIN THE MANUFACTURER'S UL LISTING. UL APPROVED DUCT BREAKAWAY CONNECTION (TYP) ANGLE FRAMES ALL AROUND. SECURE TO SLEEVE, NOT TO FLOOR OR WALL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS DUCTWORK (IF APPLICABLE) PROVIDE MOUNTING AND EXPANSION CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS. 1" MINIMUM OVERLAP ALL AROUND. DUCTWORK (IF APPLICABLE) PROVIDE ANGLE FRAMES ON BOTH SIDES OF THE WALL/FLOOR IF REQUIRED BY THE MANUFACTURER FINISHED FLOOR OR WALL. ACCESS DOOR (IF APPLICABLE) CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.2 MECHANICAL DETAILS 23-005.D C. LYLES 12" = 1'-0" M0.2 1 HORIZONTAL INDOOR UNIT DETAIL 12" = 1'-0" M0.2 2 VERTICAL INDOOR UNIT DETAIL 12" = 1'-0" M0.2 3 INLINE EXHAUST FAN DETAIL NOT TO SCALE M0.2 4 CONCEALED DIFFUSER CONNECTION 12" = 1'-0" M0.2 5 CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE M0.2 6 FIRE DAMPER DETAIL NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.3 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.4 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.5 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M0.6 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress T T T T T SAFE ROOM 130 FEMALE DORM 124 KITCHEN/DINING 122 FEMALE RESTROOM 126 FEMALE LOCKER 125 RESTROOM 131 MALE LOCKER 127 MALE RESTROOM 128 MALE DORM 123 STORAGE CLOSET 129 CORR. 133 PUMP ROOM 134 GENERATOR ROOM 135 PROVISIONS 132 50 cfm exhaust 50 exh cfm each stall 150 cfm OA is 7.5 pp 0.18 psf OA is 7.5 pp 0.18 psf FCU-5 CU-5 TEF-1 TEF-2 TEF-4 EF-1 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. Zhang C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M1.0A MAIN LEVEL - MECHANICAL PLAN - NORTH 23-005.D C. LYLES 3/16" = 1'-0" M1.0A 1 MECHANICAL PLAN - LEVEL 1 - NORTH NO. DATE REMARKS 08/20/2025 60% Progress W D T T T T APPARATUS BAYS 101 TURN-OUT GEAR STORAGE 119 DECON SHOWER 118 LAUNDRY 117 RADIO/REPORT 103 LOBBY 102 SHIFT COMMANDER OFFICE 106 AIR LOCK 111 EMS STORAGE 112 SUPERVISOR DORM 107 SUPERVISOR BATH 108 PUBLIC TOILET 104 GENERAL STORAGE 109 STORAGE 132 FITNESS ROOM 116 DAY ROOM/LOUNGE 121 JANITOR 114 MECHANICAL 115 ELECTRICAL 113 FEMALE DORM 124 KITCHEN/DINING 122 FITNESS ROOM TOILET 144 CORRIDOR 120 CORR. 110 MALE DORM 123 CORRIDOR 105 OA is 7.5 pp 0.18 psf 100 cfm 50 cfm oa is 20pp / .06 psf OA is 7.5 pp 0.18 psf OA is 7.5 pp 0.18 psf 75 cfm exh 75 cfm exh 100 cfm 350 cfm ACD-1 ACD-2 CU-3 CU-2 CU-4 FCU-2 FCU-4 FCU-3 FCU-1 CU-1 TEF-3 TEF-5 TEF-6 ACD-3 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M1.0B MAIN LEVEL - MECHANICAL PLAN - SOUTH 23-005.D C. LYLES 3/16" = 1'-0" M1.0B 1 MECHANICAL PLAN - LEVEL 1 - SOUTH NO. DATE REMARKS 08/20/2025 60% Progress 1. COORDINATE WITH DIV. 26 FOR EQUIPMENT REQUIREMENTS. 2. PROVIDE CONTROL WIRING FROM FILLING STATION TO TANK LEVEL SENSORS, CONTROL VALVES, TANK PUMPS, ETC. 3. PROVIDE 120V POWER CIRCUIT FOR FILL STATION. COORDINATE WITH DIV. 26. 4. FUEL SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK STEEL CONTAINMENT PIPING WITH WELDED JOINT. SLOPE IN DIRECTION OF FLOW AND PROVIDE DRAIN VALVES IN LOW POINTS. 5. ALL PIPING AND EQUIPMENT SHALL BE SIZED AND INSTALLED PER THE REQUIREMENTS OF NFPA 30 FOR CLASS II FUEL (DIESEL FUEL) 6. PIPE SUPPORTS SHALL BE FIRE RESISTANT CONSTRUCTION OR SHALL BE PROVIDED WITH A FIRE RESISTIVE COATING. 7. ALL PIPING SHALL BE TESTED PNEUMATICALLY TO TO 110% OF ANTICIPATED MAXIMUM SYSTEM PRESSURE (WITH MINIMUM OF 5 PSI) FOR 10 MINUTES. 8. ALL VENTS SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS AND ANSI/UL142 REMOTE FILLING STATION SHALL BE SIMPLEX COMPACT AUTOMATIC FUELPORT (OR EQUAL). STATION SHALL BE 2" AND INCLUDE 7 GALLON CONTAINMENT. CONTROLLER SHALL INCLUDE LEVEL SENSOR, TANK FULL & HIGH LEVEL VISUAL / AUDIBLE ALARMS, TANK LEAK ALARM, ON/OFF POWER INDICATOR, VALVE CONTROLS AND TYPE 3R ENCLOSURE. FULL SIZE TANK ATMOSPHERIC VENT FOR BELLY TANK. ROUTE OUTDOORS & TERMINATE 12 FT ABOVE GRADE WITH INSECT SCREEN. FULL SIZE EMERGENCY PRESSURE RELIEF VENT FOR BELLY TANK. ROUTE OUTDOORS TERMINATE 12 FT ABOVE GRADE WITH INSECT SCREEN. TANK DRAIN. 3 2 KEY NOTES: 1 2 3 4 GENERAL NOTES: 1 4 REMOTE TANK FILLING STATION SEE M1.0 GENERATOR (BY DIV. 26) BELLY TANK (BY DIV. 26) 2" FUEL PIPING ISOLATION VALVE, TYP. CHECK VALVE, TYP. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I M1.1 GENERATOR REMOTE FUEL FILL SCHEMATIC 23-005.D C. LYLES NOT TO SCALE M1.1 1 GENERATOR FUEL PIPING SCHEMATIC NO. DATE REMARKS 08/20/2025 60% Progress ABBREVIATIONS WHA WATER HAMMER ARRESTOR WEIGHT WASTE HORSEPOWER HOT WATER (DOMESTIC) HOT WATER RETURN HOT WATER REVERSE RETURN HOT WATER SUPPLY HWR HWRR HWS Hz HTG HP HW HERTZ HEATING WT W INSIDE DIMENSION INCHES KILOWATTS LEAVING AIR TEMPERATURE POUNDS LINEAR GRILLE LINEAR RETURN GRILLE LOOP WATER RETURN LOOP WATER SUPPLY MINIMUM MAXIMUM MANUAL DAMPER MOTOR OPERATED DAMPER MANUFACTURER NORMALLY CLOSED NATURAL GAS NORMALLY OPEN NOMINAL OUTSIDE AIR OUTSIDE DIMENSION OPPOSED BLADE DAMPER POWERED INDUCTION UNIT POUNDS PER SQUARE INCH RETURN AIR RADIUS RETURN AIR GRILLE REDUCER REFRIGERANT LIQUID REFRIGERANT SUCTION ROOFTOP UNIT RETURN AIR REGISTER STATIC PRESSURE STATIC PRESSURE SENSOR SUPPLY AIR SANITARY SMOKE DAMPER SENSIBLE SQUARE SUPPLY REGISTER STORM SPLIT SYSTEM TEMPERATURE TRANSFER GRILLE TYPICAL UNLESS OTHERWISE NOTED VENT VALVE VENT THRU ROOF VARIABLE AIR VOLUME WET BULB WATER COLUMN NON-FREEZE WALL HYDRANT MOD ENTERING WATER TEMPERATURE FLOOR CLEANOUT FAN COIL UNIT FIRE/SMOKE DAMPER FIRE DAMPER OR FLOOR DRAIN FLOOR DRAIN (only) FLAT ON BOTTOM FUEL OIL RETURN FUEL OIL SUPPLY FLAT ON TOP FEET PER MINUTE FEET PER SECOND GALLONS PER MINUTE GRADE CLEANOUT FOS GCO HD GPM GA GL HUB DRAIN GAUGE GLOBE FT G FOT FPM FPS FEET GATE FCU FOB FOR FLR FSD FL DR FD FLOOR FCO F EWT EXH EFF FAHRENHEIT EXHAUST EFFICIENCY TG wb WC VA VTR VAV UON V TYP SQ TEMP SR ST SS SAN SD SEN SP SPS SA CUBIC FEET PER MINUTE CURVED BLADE CEILING REGISTER CEILING DIFFUSER CONDENSING UNIT COLD WATER (DOMESTIC) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN CONDENSATE ENTERING AIR TEMPERATURE EXHAUST FAN EXHAUST REGISTER EXTERNAL STATIC PRESSURE EMERGENCY OVERFLOW DRAIN db DRY BULB EF ESP EOD ER ECC EA EAT ECCENTRIC EACH dB DWG DN DR do DECIBELS DRAWING DOWN DRAIN DITTO CWS COND CWR CON CO CONCENTRIC CLEANOUT CU CHWS CHWR CW CFM CBCR CD RS RTU RAR RAG RED RL RA RAD PIU PSI NO OA OD OBD NOM NC NG NFWH MFR ABOVE CEILING ACCESS DOOR ABOVE FINISHED FLOOR AIR CONDITIONING AIR HANDLING UNIT BACKDRAFT DAMPER BELOW FLOOR BELOW GRADE BRAKE HORSEPOWER BASE CLEANOUT AFF BHP BCO B/F B/G B'FLY BUTTERFLY AUTOMATIC BAL BDD AUTO AHU AC BALANCING ADJUSTABLE A/C AD ADJ LWR MIN MAX MD LWS LAT LB LG LRG KW ID IN PLUMBING LEGEND COLD WATER HOT WATER HOT WATER RECIRCULATION VENT SANITARY WASTE GAS WORK TO BE REMOVED FLOOR DRAIN HOSE BIBB FLOOR CLEAN-OUT WALL CLEAN-OUT GATE VALVE BALL VALVE PLUMBING FIXTURE SCHEDULE TAG FIXTURE CW HW SAN/ WASTE VENT REMARKS P-1 WATER CLOSET, FLOOR-MOUNT 1/2" - 4" 2" BASIS OF DESIGN: Kohler Kingston Comfort Height K-25077-RA. Fixture shall be vitreous china, elongated bowl, 1.28 gpf, floor-mounted, tank-type water closet. Fixture shall be two-piece, have Class Five flushing system, and shall include chrome trip level, elongated Quiet- Close toilet seat Kohler K-20110 or approved equal, chrome-plate supply stops and level, tank attachment kit, tank cover, flush valve unit, anti-siphon float valve, bolt cap covers, etc. as needed for a full and complete system. P-2 LAVATORY, 3 STATION 1/2" 1/2" 2" 2" BASIS OF DESIGN: Sloan AER-DEC Model AD-83000 "BASYS" 3-station, wall-mounted sink. Material shall be corain or Quartz, as selected by Owner. Front style shall be as selected by owner. Fixture shall include concealed carrier and anchoring screws, and 1 1/4" drain. Faucet hole-punch shall match provided faucet. Faucet shall be Sloan EFX-350-BAT-ISM Chrome-plated, battery-powered, sensor operated, deck-mounted faucet with 0.5 GPM aerator Include integrated side mixer for user adjustable water temperature. Include Sloan ESD-410 chrome-plated, battery powered, sensor operated foam soap dispenser. Provide with chrome plated tailpieces, chrome grid drain, P-trap, loose key supply stops and all other trim. Coordinate quantity of drains and faucets with sink. See sink submittal for drain and water line locations. Fixture shall be installed to meet all ADA requirements. P-3 LAVATORY, WALL-MOUNT 1/2" 1/2" 2" 2" BASIS OF DESIGN: Kohler Greenwich K-2032. Fixture shall be white vitreous china, wall-mount lavatory with concealed carrier and anchoring screws, and 1 1/4" drain. Faucet hole-punch shall match provided faucet (3-hole on 4" centers) plus hole punch for soap dispenser. Faucet shall be Kohler "Coralais" Model K-15199 single-handle, centerset faucet with 0.5 gpm aerator. Provide with chrome plated tailpieces, chrome grid drain, P-trap, loose key supply stops and all other trim. Fixture shall be installed to meet all ADA requirements. Provide and install point of use mixing valve rated in accordance with ASSE 1070 on the hot water connection. P-4 URINAL, WALL-MOUNT 3/4" -- 2" 2" BASIS OF DESIGN: Kohler Dexter, Model K-5452-ET. Fixture shall be white vitreous china, wall-mount, siphon jet urinal with 3/4" top spud and 0.125 gpf. Flush valve shall be manual operated Kohler K-76317-CP 0.125 gpf or approved equal. P-5 SHOWER 1/2" 1/2" 2" 2" BASIS OF DESIGN: Showers base shall be 60"x42" Kohler Model K-8659 "Rely". Include chrome-plated shower drain, Kohler Model K-9132. Valve and headset shall be Delta T13H152 anti-scald, balanced shower mixing valve with pressure balanced handle, 1.5 GPM wall mounted showerhead with spray and volume control, 70" vinyl handshower hose, stainless steel 24" slide bar and 24" grab bar. Include chrome-plated shower curtain rod and shower curtain. Coordinate all accessories for a full and complete ADA installation. ADA SHOWER shall match, expect shall include a fold down shower seat as selected by Owner P-6 SHOWER 1/2" 1/2" 2" 2" BASIS OF DESIGN: Showers base shall be 60"x34" Kohler Model K-8649 "Rely". Include chrome-plated shower drain, Kohler Model K-9132. Valve and headset shall be Delta T13H152 anti-scald, balanced shower mixing valve with pressure balanced handle, 1.5 GPM wall mounted showerhead with spray and volume control, 70" vinyl handshower hose, stainless steel 24" slide bar and 24" grab bar. Include chrome-plated shower curtain rod and shower curtain. Coordinate all accessories for a full and complete ADA installation. ADA SHOWER shall match, expect shall include a fold down shower seat as selected by Owner P-7 JANITOR'S SINK 1/2" 1/2" 3" 2" BASIS OF DESIGN: Stern-Williams Cornaro Model SBC-1500. Fixture shall be a Terrazzo floor service sink, 24" x 24" x 12" high, complete with one-piece stainless steel cap all-around top edge, cast brass 3" caulked drain with stainless steel strainer. Faucet set shall be Stern- Williams T-10-VB sink fitting complete with wall brace, hose end, vacuum breaker and chrome finish. Provide and install 24 ” tall stainless steel splash guards on all adjacent walls. P-8 BREAK SINK 1/2" 1/2" 2" 2" BASIS OF DESIGN: Elkay Model LR2521. Break sinks shall be single compartment, 18 gauge stainless steel with sound-deadening, 25" x 21-1/4" outside dimensions, 21" x 15-3/4" inside dimensions with an 8" depth. Faucet punching shall be 3 hole and shall be complete with Kohler Model K-15173, single handle faucet with 10" swing spout, and hand spray. Include 1.5 GPM aerator. Provide stainless steel removable crumb cup strainers and drains complete with service stops, tailpieces, P-trap and all trim. P-9 UTILITY SINK 1/2" 1/2" 2" 2" BASIS OF DESIGN: Sink shall be Fiat FL-1 laundry tub with Symmetrix S-249 faucet set. Provide chrome-plated tailpieces, strainers, P-trap, loose key supply stops, and all other trim. P-10 EYEWASH 1/2" 1/2" 1-1/2" AAV BASIS OF DESIGN: Guardian G1814P. Fixture shall be wall-mounted, with 11-3/4" orange plastic bowl, 1/2" chrome-plated brass stay-open ball valve, two spray heads with flip top dust covers. Include chrome plated tailpiece and trap. Include Guardian Model G6021-XXX Thermostatic mixing valve installed in surface mounted powder coated steel cabinet. Route 1/2" hot and cold water to mixing valve, then 1/2" tempered water to eyewash. Include chrome plated brass tailpiece and p-trap with 1-1/2" IPS waste connection. FD FLOOR DRAIN 1/2" TP -- 3" U.O.N. 2" PUMP SCHEDULE I.D. FLUID TYPE OF FLOW HEAD MAX. MAX. MOTOR VOLTS/ MINIMUM BASIS OF DESIGN REMARKS TAG PUMP (GPM) (FT.) NPSHR (FT.) RPM H.P. PHASE EFFICIENCY (%) BP-1 WATER DW PUMP 30 95 - - 3 208/3 - HYFAB MVP-630-208 (1) HWRP-1 WATER RECIRC. 5 20 - - 1/12 120/1 - B&G SERIES PL (2) (1) DUPLEX VARIABLE SPEED PRESSURE SKID MOUNTED BOOSTER PUMP WITH INTEGRAL CONTROL PANEL AND ISOLATION VALVES. SINGLE POINT POWER CONNECTION. PUMPS TO RUN AS PRIMARY/STANDBY. INCLUDE WATER WELL & PRESSURE BOOSTER EXPANSION TANK; WESSELS MODEL FXA-50, OR EQUAL, WITH 13 GALLON VOLUME. (2) PROVIDE WITH STARTER, DISCONNECT AND AQUASTAT. PUMP TO RUN CONTINUOUSLY. ELECTRIC WATER HEATER SCHEDULE I.D. TYPE OF TANK CAPACITY RECOVERY @ POWER VOLTS/ BASIS OF DESIGN REMARKS TAG WATER HEATER (GALLONS) 60°F (GPH) INPUT (KW) PHASE WH-1 ELEC TANK 80 93 12.5 208/3 BRADFORD WHITE CEHD(A) (1) IWH-A INSTANT -- -- 1.8 120/1 EEMAX SPEX1812T (2) (1) PROVIDE EXPANSION TANK ON CW INLET; WATTS SERIES PLT OR EQUAL SIZED PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL 2/P0.1 AND 3/P0.1 (2) 0.2 GPM ACTIVATION. INCLUDE AN INTEGRAL NEMA 4X DISCONNECT CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.1 PLUMBING SCHEDULES 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress AQUASTAT WITH TIMER 3/4" HWR AMTROL THERM-X-TROL EXPANSION SIZE PER MANUFACTURER'S SPECIFICATIONS. VACUUM RELIEF VALVE UNION (TYP.) CW SUPPLY 110 F HW SUPPLY ISO. VALVE (TYP.) ASME PRESSURE & TEMPERATURE RELIEF VALVE RELIEF VALVE DISCHARGE PIPED FULL SIZE TO FLOOR DRAIN OR JANITOR'S SINK SET THERMOSTAT AT 110 F WATER HEATER DRAIN VALVE HEAVY DUTY GALVANIZED WATER HEATER STAND SIZED FOR CAPACITY OF WATER HEATER FINISHED FLOOR HWRP PROVIDE WITH DRAIN PAN ROUTE DRAIN TO FLOOR DRAIN HEAT TRAP HEAT TRAP WATER SENSOR IN DRAIN PAN TIED INTO AUTOMATIC SHUT-OFF VALVE ON COLD WATER SUPPLY LINE. VALVE SHALL CLOSE UPON WATER DETECTION; WATTS LFWDS, OR EQUAL. 120V/1∅ HARDWIRED SYSTEM. S 2" P-TRAP 3" W/V STACK MIN 1/2" CW & HW SUPPLY IPS CORP. DU-ALL WASHER BOX 2700 SERIES (OR EQUAL BY OATEY) WATER HAMMER ARRESTORS, TYP. 1/2" HOSE BIBS WITH VACUUM BREAKER 6" LARGER THAN EQUIPMENT - TYPICAL ALL AROUND 4" TYPICAL - 12" AT BASE MOUNTED PUMPS. FLOOR LINE 45 DEGREE - 1" CHAMFERED EDGES POURED IN PLACE 4000 PSI MINIMUM CONCRETE PAD NOTE: PROVIDE PADS FOR FLOOR-MOUNTED PLUMBING EQUIPMENT. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.2 PLUMBING DETAILS 23-005.D C. LYLES NOT TO SCALE P0.2 3 PLUMBING EQUIPMENT PAD DETAIL NOT TO SCALE P0.2 1 WATER HEATER DETAIL NOT TO SCALE P0.2 2 LAUNDRY BOX DETAIL NO. DATE REMARKS 08/20/2025 60% Progress FLOOR DRAIN W/SEDIMENT BUCKET FINISHED FLOOR NON-SHRINK GROUT "P" TRAP SEE PLANS FOR SIZES PRECAST NON-SHRINK GROUT ASSE 1072 COMPLIANT TRAP GUARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FITTING TYPE AS REQ'D TO SUIT THREADED PLUG FLANGED WITH FLASHING COLLAR AS REQ'D FLOOR LINE BRONZE SCORATED TOP CENTER SECURING SCREW CEILING CW CW TRAP PRIMER FLOOR DRAIN TRAP PRIMER CONNECTION ALL COPPER PIPING BELOW SLAB SHALL BE TYPE K SOFT COPPER WITH NO JOINTS. INSULATE PRIMER LINE WITH 1" ARMAFLEX THROUGH SLAB PROVIDE 6" A.F.F. TRAP PRIMER VALVE SHALL BE MOUNTED 1'-0" A.F.F FOR EVERY 20'-0" OF PRIMER LINE. RULE 1: COVERS MULTIPLE FIXTURE BRANCH LINES WHICH DO NOT EXCEED 20' IN LENGTH. RULE 2: COVERS MULTIPLE FIXTURE BRANCH LINES WHICH DO EXCEED 20' IN LENGTH. *** NOTE: REFER TO STANDARD PDI-WH 201 FOR SIZING AND INSTALLATION. OVER 20 FEET 20 FEET RULE 2 RULE 1 WATER HAMMERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHAs IN INACCESSIBLE LOCATIONS SHALL BE STAINLESS STEEL BELLOWS- TYPE. TYPICAL BRANCH LINE RISER Y X X CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.3 PLUMBING DETAILS 23-005.D C. LYLES NOT TO SCALE P0.3 1 FLOOR DRAIN DETAIL NOT TO SCALE P0.3 2 FLOOR CLEANOUT DETAIL NOT TO SCALE P0.3 3 TRAP PRIMER CONNECTION DETAIL NOT TO SCALE P0.3 4 WATER HAMMER ARRESTOR DETAIL NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.4 PLUMBING DETAILS - CISTERN DW PUMP & FILTRATION SYSTEM 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.5 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.6 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.7 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P0.8 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress SAFE ROOM 130 FEMALE RESTROOM 126 FEMALE LOCKER 125 RESTROOM 131 MALE LOCKER 127 MALE RESTROOM 128 MALE DORM 123 STORAGE CLOSET 129 CORR. 133 PUMP ROOM 134 GENERATOR ROOM 135 PROVISIONS 132 4" SAN 4" SAN 4" SAN 4" SAN 2" V 1 1/2" V 2" V 2" V CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P1.0A PLUMBING PLAN - SAN/W/V - NORTH 23-005.D C. LYLES 3/16" = 1'-0" P1.0A 1 PLUMBING PLAN - LEVEL 1 - NORTH NO. DATE REMARKS 08/20/2025 60% Progress W D APPARATUS BAYS 101 TURN-OUT GEAR STORAGE 119 DECON SHOWER 118 LAUNDRY 117 RADIO/REPORT 103 LOBBY 102 SHIFT COMMANDER OFFICE 106 AIR LOCK 111 EMS STORAGE 112 SUPERVISOR DORM 107 SUPERVISOR BATH 108 PUBLIC TOILET 104 GENERAL STORAGE 109 STORAGE 132 FITNESS ROOM 116 DAY ROOM/LOUNGE 121 JANITOR 114 MECHANICAL 115 ELECTRICAL 113 FEMALE DORM 124 SCBA BOTTLE STORAGE 142 KITCHEN/DINING 122 FITNESS ROOM TOILET 144 CORRIDOR 120 CORR. 110 CORRIDOR 105 4" SAN 4" SAN 3" SAN 3" SAN 4" SAN 4" SAN 2" V 2" V 2" V 2" V CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P1.0B PLUMBING PLAN - SAN/W/V - SOUTH 23-005.D C. LYLES 3/16" = 1'-0" P1.0B 1 PLUMBING PLAN - LEVEL 1 - SOUTH NO. DATE REMARKS 08/20/2025 60% Progress SAFE ROOM 130 FEMALE RESTROOM 126 FEMALE LOCKER 125 RESTROOM 131 MALE LOCKER 127 MALE RESTROOM 128 MALE DORM 123 STORAGE CLOSET 129 CORR. 133 PUMP ROOM 134 GENERATOR ROOM 135 PROVISIONS 132 2" CW 3/4" CW 1 1/4" CW 1 1/4" CW 3/4" CW 1" HW 3/4" HW 1" HW 3/4" HW IWH-1 BP-1 CISTERN WATER FILTRATION RACK WITH PRESSURE TANK CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P1.1A PLUMBING PLAN - WATER - NORTH 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress 3/16" = 1'-0" P1.1A 1 PLUMBING PLAN - WORKING PLAN - LEVEL 1 WATER - NORTH W D APPARATUS BAYS 101 TURN-OUT GEAR STORAGE 119 DECON SHOWER 118 LAUNDRY 117 RADIO/REPORT 103 LOBBY 102 SHIFT COMMANDER OFFICE 106 AIR LOCK 111 EMS STORAGE 112 SUPERVISOR DORM 107 SUPERVISOR BATH 108 PUBLIC TOILET 104 GENERAL STORAGE 109 STORAGE 132 FITNESS ROOM 116 DAY ROOM/LOUNGE 121 JANITOR 114 MECHANICAL 115 ELECTRICAL 113 FEMALE DORM 124 SCBA BOTTLE STORAGE 142 FITNESS ROOM TOILET 144 CORRIDOR 120 CORR. 110 CORRIDOR 105 2" CW 3/4" CW 1 1/4" HW 3/4" HW WH-1 HWRP-1 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 P. ZHANG C. LYLES ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I P1.1B PLUMBING PLAN - WATER - SOUTH 23-005.D C. LYLES NO. DATE REMARKS 08/20/2025 60% Progress 3/16" = 1'-0" P1.1B 1 PLUMBING PLAN - WORKING PLAN - LEVEL 1 WATER - SOUTH E0.0 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT- VIEFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I J. CLARK NO. DATE REMARKS 08/20/2025 60% PROGRESS E0.1 ELECTRICAL DETAILS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT- VIEFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I J. CLARK NO. DATE REMARKS 08/20/2025 60% PROGRESS E0.2 ELECTRICAL RISER DIAGRAM CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT- VIEFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I J. CLARK NO. DATE REMARKS 08/20/2025 60% PROGRESS F F F F F F F D D D D D D D F J J F GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.0 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECT. DEVICE AND COVERPLATE FINISHES TO BE SELECTED BY ARCHITECT. 4. COORDINATE EXACT LOCATION AND REQUIREMENTS OF LOW VOLTAGE AND SECURITY SYSTEMS WITH RESPECTIVE CONSULTANT AND ARCHITECT. PROVIDE ALL CONDUITS, JUNCTION BOXES, PULL BOXES, ETC. INDICATED ON CONSULTANT'S PLANS. 5. COORDINATE ALL THROUGH FLOOR STUB-UP LOCATIONS WITH STRUCTURE AND ARCHITECT. FLOOR PENETRATIONS SHALL BE FIRE SEALED AS REQUIRED. 6. VERIFY ELECTRICAL REQUIREMENTS AND RECEPTACLE NEMA TYPES FOR EQUIPMENT WITH EQUIPMENT SUPPLIER/SUBMITTAL PRIOR TO INSTALLATION. 7. COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATIONS FOR ALL PLUMBING AND MECHANICAL EQUIPMENT WITH DIVISION 22 AND 23, RESPECTIVELY. PROVIDE FUSED DISCONNECTS AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. PROVIDE NEUTRAL CONDUCTORS IF REQUIRED BY MANUFACTURER. 8. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. 9. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. GENERATOR ROOM 135 PUMP ROOM 134 CORR. 133 PROVISIONS 132 SAFE ROOM 130 RESTROOM 131 STORAGE CLOSET 129 MALE LOCKER 127 MALE RESTROOM 128 MALE RESTROOM 128 MALE DORM 123 CORRIDOR 120 FEMALE LOCKER 125 FEMALE RESTROOM 126 FEMALE DORM 124 EMERGENCY GENERATOR TEMPORARY GENERATOR DOCKING STATION 'GDS-SAFE ROOM' TEMPORARY GENERATOR DOCKING STATION 'GDS-FIRE PUMP' AUTOMATIC TRANSFER SWITCH 'ATS-LR' PANEL 'LSR' REMOTE GENERATOR ANNUNCIATOR PANEL AND EMERGENCY STOP BUTTON 2 1 3 3 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E1.0A MAIN LEVEL - ELECTRICAL PLAN - NORTH 23-005.D J. CLARK LEGEND NOTES: (APPLY THIS SHEET ONLY) PROVIDE JUNCTION BOX FOR POWER CONNECTIONS TO GENERATOR BATTERY CHARGER. COORDINATE WITH GENERATOR MANUFACTURER FOR FURTHER DETAILS. PROVIDE JUNCTION BOX FOR CONNECTION TO REMOTE FUEL STATION FILL STATION. COORDINATE WITH DIVISION 22/23. ALL RECEPTACLES IN THIS ROOM SHALL BE TAMPER- RESISTANT. 1 2 3 3/16" = 1'-0" E1.0A 1 ELECTRICAL PLAN - LEVEL 1 - NORTH NO. DATE REMARKS 08/20/2025 60% Progress 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 W D TV F TV TV F F F F D D D D D D F D F F F D GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.0 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECT. DEVICE AND COVERPLATE FINISHES TO BE SELECTED BY ARCHITECT. 4. COORDINATE EXACT LOCATION AND REQUIREMENTS OF LOW VOLTAGE AND SECURITY SYSTEMS WITH RESPECTIVE CONSULTANT AND ARCHITECT. PROVIDE ALL CONDUITS, JUNCTION BOXES, PULL BOXES, ETC. INDICATED ON CONSULTANT'S PLANS. 5. COORDINATE ALL THROUGH FLOOR STUB-UP LOCATIONS WITH STRUCTURE AND ARCHITECT. FLOOR PENETRATIONS SHALL BE FIRE SEALED AS REQUIRED. 6. VERIFY ELECTRICAL REQUIREMENTS AND RECEPTACLE NEMA TYPES FOR EQUIPMENT WITH EQUIPMENT SUPPLIER/SUBMITTAL PRIOR TO INSTALLATION. 7. COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATIONS FOR ALL PLUMBING AND MECHANICAL EQUIPMENT WITH DIVISION 22 AND 23, RESPECTIVELY. PROVIDE FUSED DISCONNECTS AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. PROVIDE NEUTRAL CONDUCTORS IF REQUIRED BY MANUFACTURER. 8. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. 9. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. KITCHEN/DINING 122 SCBA BOTTLE STORAGE 142 FEMALE DORM 124 CORRIDOR 120 DECON SHOWER 118 TURN-OUT GEAR STORAGE 119 LAUNDRY 117 APPARATUS BAYS 101 MECHANICAL 115 ELECTRICAL 113 EMS STORAGE 112 AIR LOCK 111 PUBLIC TOILET 104 STORAGE 132 LOBBY 102 RADIO/REPORT 103 CORRIDOR 105 SHIFT COMMANDER OFFICE 106 CORR. 110 GENERAL STORAGE 109 JANITOR 114 SUPERVISOR DORM 107 SUPERVISOR BATH 108 FITNESS ROOM TOILET 144 FITNESS ROOM 116 DAY ROOM/LOUNGE 121 E1.0B 2 2 4 3 WP WP WP WP WP WP WP WP 1 1 1 WP PANEL 'L' PANEL 'LM' PANEL 'MDP' MAIN FIRE CONTROL PANEL LIGHTING CONTROL PANEL PHONE BACKBOARD AUTOMATIC TRANSFER SWITCH CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E1.0B MAIN LEVEL - ELECTRICAL PLAN - SOUTH 23-005.D J. CLARK LEGEND NOTES: (APPLY THIS SHEET ONLY) PROVIDE DISCONNECT FOR CONNECTION TO MOTORIZED OVERHEAD DOOR. COORDINATE EXACT REQUIREMENTS WITH ARCHITECT/VENDOR PRIOR TO INSTALLATION. PROVIDE DEDICATED RECEPTACLE FOR CONNECTION TO TREADMILL. COORIDNATE WITH ARCHITECT/OWNER FOR EXACT LOCATIONS. COORDINATE EXACT REQUIREMENTS FOR RANGE WITH OWNER PRIOR TO INSTALLATION. ALL RECEPTACLES IN THIS ROOM SHALL BE TAMPER- RESISTANT. 1 2 3 4 3/16" = 1'-0" E1.0B 1 ELECTRICAL PLAN - LEVEL 1 - SOUTH 3/8" = 1'-0" E1.0B 2 ENLARGED ELECTRICAL PLAN - ELECTRICAL 113 NO. DATE REMARKS 08/20/2025 60% Progress 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 MS MS MS MS MS MS MS MS MS MS MS MS PP PP PP PP PP GENERAL NOTES: (APPLY TO THIS SHEET ONLY) REFER TO DRAWING E0.0 FOR SYMBOLS LEGEND AND LIGHTING FIXTURE SCHEDULE. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. COORDINATE COLOR/FINISH OF FIXTURES AND COVERPLATES WITH ARCHITECT. 1. 2. 3. 4. GENERATOR ROOM 135 PUMP ROOM 134 PROVISIONS 132 SAFE ROOM 130 RESTROOM 131 STORAGE CLOSET 129 FEMALE RESTROOM 126 FEMALE LOCKER 125 FEMALE DORM 124 MALE DORM 123 MALE LOCKER 127 MALE RESTROOM 128 CORRIDOR 120 LV LV OS LV LV C C D D VS VS OS OS OS OS LV LV OS OS OS OS OS CORR. 133 C C C CE C C CE C CE CE CE CE CE C CE C B B BE BE AE A AE A A A AE A A A B B A AE BE BE E E E E E E E E E E AE A A C C FE FE LV X X CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E2.0A MAIN LEVEL - LIGHTING PLAN - NORTH 23-005.D J. CLARK 3/16" = 1'-0" E2.0A 1 LIGHTING PLAN - LEVEL 1 - NORTH NO. DATE REMARKS 08/20/2025 60% Progress 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 W D MS MS MS MS MS MS MS MS PP MS MS MS MS PP PP PP PP PP PP MS GENERAL NOTES: (APPLY TO THIS SHEET ONLY) REFER TO DRAWING E0.0 FOR SYMBOLS LEGEND AND LIGHTING FIXTURE SCHEDULE. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. COORDINATE COLOR/FINISH OF FIXTURES AND COVERPLATES WITH ARCHITECT. 1. 2. 3. 4. FEMALE DORM 124 CORRIDOR 120 KITCHEN/DINING 122 DAY ROOM/LOUNGE 121 DECON SHOWER 118 TURN-OUT GEAR STORAGE 119 SCBA BOTTLE STORAGE 142 APPARATUS BAYS 101 FITNESS ROOM 116 CORR. 110 MECHANICAL 115 ELECTRICAL 113 EMS STORAGE 112 AIR LOCK 111 STORAGE 132 LOBBY 102 RADIO/REPORT 103 SHIFT COMMANDER OFFICE 106 CORRIDOR 105 SUPERVISOR DORM 107 SUPERVISOR BATH 108 FITNESS ROOM TOILET 144 GENERAL STORAGE 109 JANITOR 114 LAUNDRY 117 FEMALE DORM 124 PUBLIC TOILET 104 OS VS OS OS D VS VS OV LVD VS VS VS OS VS LV LV VS OS VS LV A A A A AE A C CE A A A A A AE C C C C C C C C CE C C C DE D DE D DE D D AE A A A B A A A C C C A AE A AE A A C C AE B C C AE A A A AE A FE FE C E E AE A A 1 CE X X X X X X LV LV X X X CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E2.0B MAIN LEVEL - LIGHTING PLAN - SOUTH 23-005.D J. CLARK 1 3/16" = 1'-0" E2.0B 1 LIGHTING PLAN - LEVEL 1 - SOUTH NO. DATE REMARKS 08/20/2025 60% Progress LEGEND NOTES: (APPLY THIS SHEET ONLY) ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL FOR TIME SCHEDULE AND PHOTOCELL CONTROL. 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. ALL HVAC DISCONNECTS ARE PROVIDED BY DIVISION 23 UNLESS NOTED OTHERWISE OR IDENTIFIED ON PLANS. PROVIDE FUSES PER MANUFACTURER'S RECOMMENDATIONS AS REQUIRED. 4. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. FCU-5 TEF-2 TEF-1 TEF-4 CU-5 EF-1 EF-2 IWH-1 BP-1 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E3.0A HVAC CONNECTIONS FLOOR PLAN - NORTH 23-005.D J. CLARK 3/16" = 1'-0" E3.0A 1 MECHANICAL CONNECTIONS PLAN - LEVEL 1 - NORTH NO. DATE REMARKS 08/20/2025 60% Progress 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 W D GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. ALL HVAC DISCONNECTS ARE PROVIDED BY DIVISION 23 UNLESS NOTED OTHERWISE OR IDENTIFIED ON PLANS. PROVIDE FUSES PER MANUFACTURER'S RECOMMENDATIONS AS REQUIRED. 4. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. CU-2 CU-3 CU-4 TEF-5 FCU-3 FCU-4 FCU-2 TEF-3 TEF-6 FCU-1 CU-1 ACD-1 ACD-2 HWRP-1 WH-1 ACD-3 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972 GEORGE SCOTT - VIFEMS STATION 08.20.2025 V. NGUYEN J. CLARK ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I E3.0B HVAC CONNECTIONS FLOOR PLAN - SOUTH 23-005.D J. CLARK 3/16" = 1'-0" E3.0B 1 MECHANICAL CONNECTIONS PLAN - LEVEL 1 - SOUTH NO. DATE REMARKS 08/20/2025 60% Progress 310 Technology Pkwy NW, Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2025-0972