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ISSUED FOR: ISSUE DATE: GOVERMENT OF THE UNITED STATES VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 1105 King Street Christiansted, VI, 00820 DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com BARRETT, WOODYARD & ASSOCIATES, INC 3495 Holcomb Bridge Road Norcross, GA, 30092 Tel: (770)-810-8800 Build Tec, LLC St. Croix, USVI, 00820 Tel: (340)-513-6918 DESIGN ARCHITECT: MEP ENGINEER: CIVIL & STRUCTURAL ENGINEER: OWNER: 01/17/2025 PERMIT Department of Public Works - Division of Transportation LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE 0 - GENERAL A0.00 COVER 01/17/25 A0.01 GENERAL NOTES & ABBREVIATIONS 01/17/25 A0.02 CODE SUMMARY 01/17/25 00 - CIVIL C001 GENERAL NOTES 01/17/25 C002 EXISTING CONDITION PLAN 01/17/25 C003 STORMWATER POLLUTION PREVENTION PLAN & DETAILS 01/17/25 C004 DEMOLITION PLAN 01/17/25 C005 SITE & GEOMETRY PLAN 01/17/25 C006 PAVING, GRADING & DRAINAGE PLAN 01/17/25 C007 PAVING, GRADING & DRAINAGE DETAILS 01/17/25 C008 PAVING, GRADING & DRAINAGE DETAILS 01/17/25 C009 PAVING, GRADING & DRAINAGE DETAILS 01/17/25 C010 POTABLE WATER AND SANITARY SEWER PLAN, POTABLE WATER & SANITARY SEWER NOTES 01/17/25 C011 POTABLE WATER AND SANITARY SEWER DETAILS 01/17/25 C012 POTABLE WATER AND SANITARY SEWER DETAILS 01/17/25 01 - ARCHITECTURE A0.11 SITE PLAN - PROPOSED 01/17/25 A0.20 SITE DETAILS 01/17/25 A0.21 LIFE SAFETY PLAN 01/17/25 A1.00 CISTERN LEVEL - FLOOR PLAN 01/17/25 A1.11 LEVEL 01 - IDENTIFICATION + DIMENSION PLAN 01/17/25 A1.13 LEVEL 01 - REFLECTED CEILING PLAN 01/17/25 A1.14 LEVEL 01 - FINISH PLAN 01/17/25 A1.16 LEVEL 01 - PCOMM PLAN 01/17/25 A2.10 ROOF PLAN 01/17/25 A3.02 BUILDING ELEVATIONS 01/17/25 A4.01 BUILDING SECTIONS 01/17/25 A4.10 WALL SECTIONS 01/17/25 A4.11 RESTROOM ENLARGED PLANS & INTERIOR ELEVATIONS 01/17/25 A4.12 TOILET ACCESSORIES MOUNTING HEIGHTS 01/17/25 A4.13 INTERIOR ELEVATIONS 01/17/25 A4.21 BUILDING DETAILS 01/17/25 A5.00 PARTITION TYPES 01/17/25 A5.02 WINDOW SCHEDULE 01/17/25 A5.03 DOOR SCHEDULE & DETAILS 01/17/25 A8.01 TYPICAL THRESHOLD DETAILS 01/17/25 A9.13 ROOF TYPICAL DETAILS 01/17/25 VICINITY MAP ISLAND MAP PROJECT DIRECTORY CENTRAL HIGH SCHOOL CHICKEN SHACK US POSTAL OFFICE, KINGSHILL VITRAN BUS TERMINAL KINGSHILL CEMETERY LA REINE SHOPPING CENTER DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE 02-STRCUTURE S-001 STRUCTURAL NOTES 01/17/25 S-002 FOUNDATION PLAN 01/17/25 S-003 ROOF FRAMING PLAN 01/17/25 S-004 WALL SECTIONS 01/17/25 S-005 TYPICAL DETAIL 01/17/25 S-006 TYPICAL DETAIL 01/17/25 S-007 TYPICAL DETAIL 01/17/25 S-008 TYPICAL DETAIL 01/17/25 03 - MECHANICAL M0 MECHANICAL SCHEDULES & DETAILS 01/17/25 M0.1 MECHANICAL SPECIFICATIONS 01/17/25 M0.2 MECHANICAL SPECIFICATIONS 01/17/25 M1 LEVEL 01 FLOOR PLAN - MECHANICAL 01/17/25 M2 ROOF PLAN - MECHANICAL 01/17/25 04 - ELECTRICAL E0.0 ELECTRICAL LEGEND, SCHEDULES & GENERAL NOTES 01/17/25 E0.1 ELECTRICAL RISER DIAGRAM 01/17/25 E0.2 ELECTRICAL SPECIFICATIONS 01/17/25 E0.3 ELECTRICAL SPECIFICATIONS 01/17/25 E0.4 ELECTRICAL SPECIFICATIONS 01/17/25 E1 ELECTRICAL SITE PLAN 01/17/25 E2 LEVEL 01 FLOOR PLAN - ELECTRICAL 01/17/25 E3 LEVEL 01 FLOOR PLAN - LIGHTING 01/17/25 E4 LEVEL 01 FLOOR PLAN - HVAC CONNECTIONS 01/17/25 E5 ROOF PLAN - HVAC CONNECTIONS 01/17/25 05 - PLUMBING P0 PLUMBING SCHEDULES & DETAILS 01/17/25 P0.1 PLUMBING SPECIFICATIONS 01/17/25 P1 LEVEL 01 FLOOR PLAN - WASTE & VENT PLUMBING 01/17/25 P2 LEVEL 01 FLOOR PLAN - DOMESTIC WATER PLUMBING 01/17/25 P3 ROOF PLAN - PLUMBING 01/17/25 P4 PLUMBING RISER DIAGRAMS 01/17/25 GENERAL NOTES 1.THE CONTRACT, ADDENDA, SUPPLEMENTAL CONDITIONS, GENERAL REQUIREMENTS, GENERAL CONDITIONS, AND TECHNICAL SPECIFICATIONS SHALL HAVE PRECEDENCE OVER THESE GENERAL NOTES. ANY CONFLICT BETWEEN THESE GENERAL NOTES AND LANGUAGE FOUND IN THE ABOVE DOCUMENTS OR IN THE DRAWINGS OR IN ANY OTHER CONTRACT DOCUMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY FOR FURTHER CLARIFICATION. 2. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS FOR ANY OCCUPANCY RESTRICTIONS OR REQUIREMENTS DURING CONSTRUCTION. 3. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING REQUIREMENTS FOR DOCUMENTATION AND REPORTING OF FIELD CONDITIONS BY THE CONTRACTOR AND COORDINATION WITH THE CONTRACT DOCUMENTS. 4. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING COORDINATION OF THE WORK OR OTHER SPECIAL COORDINATION REQUIREMENTS. THE IDENTIFICATION, ENCAPSULATION AND/ OR ABATEMENT OF HAZARDOUS MATERIALS IS NOT PART OF THE SCOPE OF THIS WORK. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE ENCOUNTERED BY THE CONTRACTOR THROUGH THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE IMMEDIATELY PRIOR TO PROCEEDING WITH CONSTRUCTION. HAZARDOUS MATERIALS MEANS & METHODS 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER SAFETY AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATION OF ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 2. BASED ON THE CONTRACTOR'S RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATION OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE INTERMEDIATE STAGING AND SEQUENCING OF TEMPORARY WORK AND NEW WORK. THE CONTRACTOR IS REQUIRED TO SUBMIT A PHASING AND SEQUENCING PLAN TO THE OWNER, OPERATOR, AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. 3. THE CONTRACTOR IS TO PROVIDE ALL TEMPORARY CONSTRUCTION AND SHORING NECESSARY TO ACCOMPLISH THE WORK AND AVOID INTERRUPTION TO ANY AND ALL OTHER SERVICES THAT MAY BE AFFECTED BY CONSTRUCTION WORK. THE DESIGN OF ANY SHORING IS TO BE PROVIDED BY A STRUCTURAL ENGINEER CONTRACTED TO THE CONTRACTOR AND CERTIFIED BY THE AUTHORITY HAVING JURISDICTION. 4. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIALS REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL COMPONENTS OF THE WORK. 5. THE CONTRACTOR IS TO MAINTAIN PROTECTIVE MEANS TO PREVENT ANY WATER INFILTRATION IN ALL AREAS OF NEW CONSTRUCTION. RENOVATION 1. THE DRAWINGS ILLUSTRATE THE LIMIT OF THE SCOPE OF WORK. ADDITIONAL CONSTRUCTION AND/OR DEMOLITION BEYOND THIS LIMIT MAY BE REQUIRED TO ADJUST EXISTING CONDITIONS AND/OR EXISTING BUILDING SYSTEMS IN ORDER FOR THE NEW CONSTRUCTION TO BE ACCOMPLISHED. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK IN AND OUTSIDE THE LIMIT OF THE SCOPE OF WORK NECESSARY TO PERFORM THE WORK DESCRIBED IN THESE DOCUMENTS. 2. UNLESS OTHERWISE NOTED, NUMERICAL DESIGNATIONS IN THE DRAWINGS ARE NOT INTENDED TO IMPLY SEQUENCE OF CONSTRUCTION. 3. ADDITIONAL CONSTRUCTION OR MAINTENANCE WORK MAY BE ONGOING IN ADJACENT LOTS OR PROPERTIES. THE CONTRACTOR IS TO COORDINATE THE WORK WITH THE OWNER'S REPRESENTATIVE AND OTHER CONSTRUCTION OR MAINTENANCE TEAMS SO AS TO AVOID CONSTRUCTION DELAYS. EXISTING BUILDING AND EXISTING CONDITIONS 1. REVIEW UTILITY LOCATIONS WITH OWNER'S ENGINEERING STAFF PRIOR TO COMMENCEMENT OF SITE WORK. 2. THE ARCHITECT AND ENGINEERS HAVE UTILIZED AND RELIED UPON THE AVAILABLE CONSTRUCTION DRAWINGS PREPARED BY AND DATED IN THE CHART BELOW IN PREPARATION OF THESE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH ALL THE ARCHITECTURAL AND ENGINEERING DRAWINGS OF THE EXISTING PHYSICAL CONDITIONS, ON OR RELATING TO THE SITE, AND SHALL VERIFY THESE CONDITIONS FOR BIDDING AND CONSTRUCTION PURPOSES. COORDINATION WITH OWNER 1. THE CONTRACTOR IS TO COORDINATE THIS WORK WITH NORTH AMERICAN PROPERTIES AND STORMONT HOSPITALITY GROUP FOR TIMING AND THE EXTENT OF WORK PRIOR TO COMMENCEMENT OF WORK. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO THE COMMENCEMENT OF ALL ELECTRICAL AND PLUMBING WORK, OBTAIN OWNER'S AUTHORIZATION 72 HOURS IN ADVANCE FOR ANY DISRUPTION OF SERVICES. IN NO CASE SHALL DISRUPTION OF SERVICE OCCUR WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER. 3. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE SECURITY OF THE SITE 24 HOURS A DAY FOR THE ENTIRE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S SECURITY CONTRACTOR TO INTEGRATE PROCEDURES FOR ACCESS TO THE CONSTRUCTION SITE. CODE 1. BARRICADES AND WALKWAYS ARE TO BE MAINTAINED DURING CONSTRUCTION TO PROTECT PUBLIC PATHS AND EXITING DURING THE WORK. OBTAIN APPROVAL FOR ALL TEMPORARY WALKWAYS/ EXITS FROM TECH LOCAL JURISDICTION OF CODE ENFORCEMENT. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL CODES AND ORDINANCES IN EFFECT AT THE TIME THE PERMIT IS ISSUED. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF SUSPECTED DEVIATION. XXXXXXX LOCATION ARCHITECT YEAR XXXXXX XXXXX DRAWINGS 1. DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF LENGTHS, FIT OR QUANTITIES OF MATERIALS, ETC. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZES, CLEARANCES, AND DIMENSIONAL RELATIONSHIPS BETWEEN PROJECT SYSTEMS, ASSEMBLIES AND COMPONENTS. DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF LENGTHS, FIT OR QUANTITIES OF MATERIALS, ETC. 2. THE CONTRACT DOCUMENTS CONSIST OF THIS SET OF DRAWINGS, ADDENDA, BULLETINS, CONSTRUCTION CHANGE DIRECTIVES, CHANGE ORDERS, THE CONTRACT BETWEEN OWNER AND CONTRACTOR, CONDITION OF THE CONTRACT AND ANY OTHER INFORMATION WRITTEN AND MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR. 3. THESE DRAWINGS ARE COMPLEMENTARY AND INTERRELATED; WORK OF ANY INDIVIDUAL TRADE IS NOT NECESSARILY CONFINED TO SPECIFIC DOCUMENTS, CHAPTERS OR LOCATIONS. 4. COORDINATE LOCATIONS AND/ OR ELEVATIONS OF FLOOR DRAWINGS, REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECTURAL DRAWINGS. 5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS. 6.DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CAST-IN-PLACE CONCRETE WALL, FACE OF UNIT MASONRY WALL, AND/OR TO THE FINISH FACE OF INTERIOR WALLS AND PARTITIONS AS SCHEDULED, UNLESS NOTED OTHERWISE. 7. FINISH FLOOR ELEVATIONS (0'-0") ARE INDICATED TO THE TOP SURFACE OF THE “STRUCTURAL” SLAB, UNLESS NOTED OTHERWISE. 8. CEILING HEIGHTS ARE INDICATED FROM FLOOR ELEVATIONS TO THE FINISH FACE OF SUSPENDED CEILING SYSTEMS OR FACE OF FINISH MATERIALS, AS INDICATED OR SCHEDULED. 9. WHERE EQUIPMENT OR COMPONENTS HAVE DIMENSIONAL VARIATION DEPENDENT ON THE SELECTED MANUFACTURER, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ADJOINING CONSTRUCTION TO ACCOMMODATE THE SELECTED MANUFACTURER ’S REQUIREMENTS. 10. INTERIOR DRAWINGS DETERMINE LOCATION OF LIGHTING WITHIN MILLWORK. REFER TO ELECTRICAL DRAWINGS FOR WIRING LAYOUT AND ADDITIONAL INFORMATION ON DETAILS. IN THE EVENT OF DISCREPANCIES BETWEEN THESE DRAWINGS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 11. THE INTERIOR DRAWINGS INDICATE ALL APPLIED INTERIOR FINISHES AND NON-STRUCTURAL OR DECORATIVE MILLWORK COMPONENTS FOR THE PUBLIC AREA SCOPE INDICATED. SEE ARCHITECTURAL AND/ OR STRUCTURAL DRAWINGS FOR ALL ISSUES OF LIFE SAFETY, STRUCTURAL SUPPORT LOADS AND ADA REQUIREMENTS. 12. 3D PERSPECTIVE VIEWS ARE PROVIDED FOR REFERENCE TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE DESIGN CONCEPT FOR ARCHITECTURAL COMPONENTS AND ARE NOT INTENDED TO SUPERSEDE INFORMATION CONTAINED IN OTHER CONTRACTOR DOCUMENTS RELATING TO THIS WORK. ISSUES REQUIRING CLARIFICATION AND/ OR INTERPRETATION OF THESE PERSPECTIVE VIEWS SHALL BE DIRECTED TO THE ARCHITECT IN WRITING. 13. REFERENCE DIVISION 01 OF THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS FOR COORDINATION OF DRAWINGS AND DIMENSIONS. MISCELLANEOUS 1. ALL FASTENERS AND ATTACHMENTS IN PUBLIC AREAS SHALL BE FULLY CONCEALED FROM VIEW UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING CONDITIONS AND ALL DIMENSIONS BEFORE FABRICATION OF ANY WORK. 3. ALL FINISHES AND MATERIALS ARE AS INDICATED ON THE FINISH/ MATERIAL LEGEND. NO SUBSTITUTIONS OF FINISH MATERIALS, PRODUCTS, OR SYSTEM WILL BE ACCEPTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 4. ALL PENETRATIONS IN RATED CONSTRUCTION ARE TO BE SEALED WITH APPROPRIATE MATERIALS AS INDICATED BY THESE DOCUMENTS OR OTHERWISE REQUIRED BY INSPECTORS OR APPLICABLE CODES AND ORDINANCES. 5. IT IS THE INTENT OF THE DOCUMENTS TO PROVIDE A COMPLETELY WATERPROOF BUILDING ENVELOPE. REPORT TO ARCHITECT IMMEDIATELY ANY CONDITION THAT WOULD PREVENT A COMPLETELY WATER-PROOF BUILDING ENVELOPE. 6. FOLLOW MANUFACTURER'S INSTRUCTIONS OR CONTRACT SPECIFICATIONS WHICHEVER IS MOST STRINGENT FOR CONSTRUCTION MATERIALS AND SYSTEMS. (I.E. EIFS, SIMULATED STONE, SHEATHING PRODUCTS, STOREFRONT, ETC.) ACOUSTICS 1. SOUND TRANSMISSION CLASS (STC) RATING CRITERIA. ACOUSTICALLY RATED WALL AND/ OR FLOOR/ CEILING CONSTRUCTION IS REQUIRED AS NOTED TO ISOLATE AREAS. 1. “TYPICAL” OR “TYP.” INDICATES IDENTICAL COMPLETE SYSTEM, ASSEMBLY OR COMPONENT SHALL BE PROVIDED FOR EACH OCCURRENCE OF THE CONDITION NOTED. 2. “SIMILAR” INDICATES COMPLETE SYSTEM, ASSEMBLY AND COMPONENTS SHALL BE PROVIDED, INCLUDING ANY ADJUSTMENTS REQUIRED DUE TO VARIATION AT A PARTICULAR CONDITION, RESULTING IN COMPARABLE CHARACTERISTICS FOR THE “SIMILAR” CONDITION NOTED. THE ARCHITECT SHALL BE THE SOLE JUDGE OF A SIMILAR CONDITION’S COMPLIANCE WITH THE DESIGN INTENT. 3. “AS REQUIRED” INDICATES ITEMS OF WORK REQUIRED TO PROVIDE FOR A COMPLETE SYSTEM, ASSEMBLY OR COMPONENT AS INDICATED IN THE CONTRACT DOCUMENTS. ALL COMPONENTS OF THE NOTED SYSTEM SHALL BE PROVIDED, INSTALLED, COMPLETE AND READY FOR THE INTENDED USE. 4. “ALIGN” INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, LEVEL AND/OR PLUMB RELATION TO ADJACENT SURFACES WITHIN TOLERANCES DEFINED IN THE TECHNICAL SPECIFICATIONS. 5. REFERENCE DIVISION 01 OF THE PROJECT MANUAL FOR ADDITIONAL DEFINITIONS AND CLARIFICATIONS. DEFINITIONS Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:33:59 PM A0.01 01/17/25 2024-009 C. BROWNE GENERAL NOTES & ABBREVIATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A0.01 - GENERAL NOTES & ABBREVIATIONS ABBREVATIONS ABBREVIATION DESCRIPTION A ACC ACCESSBILE ACP ACOUSTICAL CEILING PANEL AD AREA DRAIN ADA ADJACENT ADDJ ADMINISTRATION ADMIN AMERICANS W/ DISABILITIES ACT AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZE(D) APPROX APPROZIMATE ARCH ARCHITECT(URAL) ASPH ASPHALT ASSY ASSEMBLY B BD BOARD BITUM BITUMIN(OUS) BLDG BUILDING BUR BUILT-UP ROOFING C CB CATCH BASIN CER CERAMIC CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE CPT CARPET CT CERAMIC TILE CTR CENTER D DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DR DOWNSPOUT DS DOOR DWG DRAWING(S) E EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EOS EDGE OF SLAB EPS EXPANDED MOLDED POLYSTYRENE BOARD (INSULATION) EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EXH EXHAUST F FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FHA FAIR HOUSING ACT FHC FIRE HOSE CABINET FIN FLR FINISH FLOOR FIXT FIXTURE FLG FLOORING FLR FLOOR FLUOR FLUORESCENT ABBREVATIONS ABBREVIATION DESCRIPTION FOS FACE OF STUD FRT FIRE RETARDANT TREATED G GA GAUGE GALV GALVANIZED GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTIC GWB GYPSUM WALL BOARD GYP BD GYPSUM BOARD H HB HOSE BIBB HC HANDICAP HM HOLLOW METAL HYD HYDRANT I ID INSIDE DIAMETER IIC IMPACT ISOLATION CLASS INFO INFORMATION INSUL INSULATION IRMA INVERTED ROOF MEMBRANE ASSEMBLY J JAN JANITOR L LAV LAVATORY LSD LINEAR SLOT DIFFUSER M MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MH MANHOLE MHO MAGNETIC HOLD OPEN MIN MINIMUM MISC MISCELLANEOUS N NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE (HAND) ORD OVERFLOW ROOF DRAIN OTS OPEN TO STRUCTURE P PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLWD PLYWOOD POL POLISHED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT Q QT QUARRY TILE R R VALUE THERMAL RESISTANCE RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REQ(D) REQUIRED RM ROOM RO ROUGH OPENING ABBREVATIONS ABBREVIATION DESCRIPTION S SAB SOUND ATTENUATION BLANKET SCHED SCHEDULE SD STORM DRAIN SHT SHEET SIM SIMILAR SPKLR SPRINKLER SPKR SPEAKER SQ SUQARE SST STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STL STEEL STOR STORAGE STRUC(T) STRUCTURE SUSP SUSPEND(ED) SUSP. CLG SUSPENDED CEILING SV SHEET VINYL T T&G TONGUE & GROOVE T.O.P. TOP OF PARAPET TEL TELEPHONE THK THICKNESS THRU THROUGH TYP TYPICAL U UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VOL VOLUME VT VINYL TILE VWC VINYL WALL COVERING W W/O WITHOUT WC WATER CLOSET WD WOOD X XPS EXTRUDED POLYSTYRENE BOARD (INSULATION) ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 APPLICABLE CODES BUILDING: INTERNATIONAL BUILDING CODE, 2021 FIRE: INTERNATIONAL BUILDING CODE, 2021 LIFE SAFETY: INTERNATIONAL BUILDING CODE 2021 - REFERENCE TO ICC A117 MECHANICAL: INTERNATIONAL MECHANICAL CODE, 2018 PLUMBING: INTERNATIONAL PLUMBING CODE, 2018 ELECTRICAL: NATIONAL ELECTRICAL CODE, 2017 EDITION WITH 2017 NC AMENDMENTS ENERGY: INTERNATIONAL ENERGY CONSERVATION CODE, 2018 ACCESSIBILITY: ANSI 117.1-2009 FAIR HOUSING: FEDERAL FAIR HOUSING ACT GUIDELINES 1990 ZONING AND PARKING PARKING TYPE TOTAL PARKING SPACES REQUIRED 05 PROVIDED 31 ZONING CLASSIFICATION: ACCESSIBLE PARKING SPACES VAN ACCESSIBLE SPACES 01 2 0 0 PARKING REQUIREMENTS: (PROJECT TYPE CLASSIFICATION HERE) REQUIRED INSPECTIONS BUILDING FOOTINGS/CISTERN BOTTOM ELECTRICAL PLUMBING FOUNDATION/FOOTINGS/SLABS WALLS COLUMNS BEAMS ROOF NOTE: Pursuant to Title 29 Chapter 5 - 294 (b) of the VI Code, approved set of plans should be readily available to Inspectors and the permit shall be prominently displayed at the site of work. FLOOR SLAB ROUGH-IN (WALLS) TEMPORARY POWER METER RELOCATION FLOOR SLAB ROUGH-IN (WALLS) SEWAGE SYSTEM/DISTRIBUTION LINE METER RELOCATION OCCUPANCY CLASSIFICATIONS PRIMARY NON-SEPARATED OCCUPANCIES: CLASSIFICATION (IBC - CHAPTER 3) FUNCTION (IBC TABLE 1004.1.1) OCCUPANT LOAD FACTOR (IBC TABLE 1004.1.1) BUILDING DATA CONSTRUCTION TYPE: II-B - UNPROTECTED NON COMBUSTIBLE SPRINKLERS: (IBC SECTION 903) NO - - STANDPIPES: (IBC SECTION 905) NO - - HIGH RISE: (IBC SECTION 403) NO - - MEZZANINE: (IBC SECTION 505) - - FIRE ALARM: (IBC SECTION 907) NO - - BUILDING AREAS ACTUAL AREA: ALLOWABLE AREA PER FLOOR: FLOOR NO.: USE / OCC.: ACTUAL AREA PROVIDED A + B + C = D (A) ALLOWABLE FLOOR AREA (TABLE 503) (B) FRONTAGE INCREASE (IBC 506.2) (C) SPRINKLER INCREASE (IBC 506.3) (D) INCREASED ALLOWABLE AREA / FLR BUILDING HEIGHTS ACTUAL HEIGHTS: ALLOWABLE HEIGHTS: HEIGHT IN FEET: HEIGHT 15'-1 3/4" ALLOWABLE HEIGHT (IBC TABLE 504.3 & 504.4) TYPE IA NUMBER OF STORIES: 1 55'-0" 3 INCREASE PER SPRINKLERS (IBC SECTION 504.2) - - TOTAL ALLOWABLE HEIGHT FIRE RESISTANCE RATINGS BUILDING ELEMENTS: STRUCTURAL FRAME: RATING (HRS) REMARKS BEARING WALLS: EXTERIOR: 0 1HOUR TABLE 601 - EXCEPTION A - RATING CAN BE REDUCED FOR STRUCTURE SUPPORTING ROOF ONLY. 0 0 0 NOT RATED TABLE 601 - EXCEPTION B FIRE PROTECTION OF STRUCTURAL MEMBERS IS NOT REQUIRED WHEN EVERY PART OF THE ROOF CONSTRUCTION IS 20' OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FLOOR CONSTRUCTION: (INCLUDING SUPPORTING BEAMS AND JOISTS) ROOF CONSTRUCTION: (INCLUDING SUPPORTING BEAMS AND JOISTS) FIRE SEPARATIONS: VERTICAL SHAFTS: (IBC 712) RATING (HRS) REMARKS WALLS & PENETRATIONS: FIRE WALLS: (IBC TABLE 706.4) TENANT SEPARATION: (IBC SECTION 708) EXITS: N/A 0 ASSEMBLY/RESIDENTIAL 0 0 0 HORIZONTAL EXIT: (IBC SECTION 1025) EXIT ACCESS CORRIDORS: (IBC SECTION 1018) 0 EXIT PASSAGEWAY: (IBC SECTION 1023) (IBC TABLE 601) INTERIOR: 0 NON-BEARING WALLS: EXTERIOR: 0 FIRE SEPARATION > 30' INTERIOR: 0 INCIDENTAL USE: STORAGE: (IBC SECTION 508.2) RATING (HRS) REMARKS ELEVATOR MACHINE ROOM: (IBC SECTION 3006) (IBC TABLE 509) 0 NO OPENING TO HOISWAY SHUNT TRIP REQUIRED ELECTRICAL: (IBC TABLE 509) 0 MECHANICAL: (IBC TABLE 509) 0 TRAVEL DISTANCE (INSIDE GUESTROOM TO CORRIDOR DOOR) 200' TRAVEL DISTANCE (GUESTROOM DOOR TO EXIT) 200' COMMON PATH OF TRAVEL - 30' DEAD END CORRIDOR - 20' BUSINESS (B) OFFICES/ PUBLIC ADMINISTRATION 150 SF PER PERSON - GROSS (NOTE: "HIGH RISE" PER IBC 403.2.1.1) MEANS OF EGRESS BUSINESS 1ST FLOOR 2,148 23,000 N/A N/A N/A B CODE SUMMARY - CONCORDIA (WEST) NO 55'-0" 3 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:00 PM A0.02 01/17/25 2024-009 C. BROWNE CODE SUMMARY LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A0.02 - CODE SUMMARY ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 BUSINESS 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. Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. 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. 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. 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. 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. 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. 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. 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. 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. 75 Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P VALVE WM N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' C002 EXISTING CONDITION PLAN Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. 75 Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P VALVE WM N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 Room 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 Room 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 SILT FENCE C003 STORMWATER POLLUTION PREVENTION PLAN & DETAILS Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' N:621195.27 E:1233490.65 N:621324.53 E:1233240.28 N:621133.77 E:1233300.34 N:621386.04 E:1233430.59 DEMOLITION LEGEND 0 20 10 5 C004 DEMOLITION PLAN Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. 75 Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 Room 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 S76° 33' 41.20"E 125.41' NEW VITRAN BUS SHELTER N:621133.77 E:1233300.34 N:621195.27 E:1233490.65 N:621324.53 E:1233240.28 N:621386.04 E:1233430.59 S58° 07' 39.97"E 87.01' Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C005 SITE & GEOMETRY PLAN 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 75 Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 Room 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 NEW VITRAN BUS SHELTER F.F.E. = 122.50' 122.00 122.00 121.80 122.30 120.20 120.75 121.45 121.60 121.70 121.00 121.00 121.00 121.00 121.00 121.45 121.90 121.90 121.90 121.35 121.30 121.35 121.30 122.20 121.35 120.10 120.60 122.20 121.80 117.00 118.00 119.00 120.00 121.00 121.00 121.00 120.00 121.00 121.00 122.00 121.00 120.00 121.00 122.00 123.00 119.00 CB-1 (TYPE F) (SEE DETAIL 15 / C011) RIM = 121.30 I.E. = 117.50 (W) CB-2 (TYPE F) (SEE DETAIL 15 / C011) RIM = 120.55 I.E. = 116.75 (E) I.E. = 116.75 (S) CB-3 (TYPE F) (SEE DETAIL 15 / C011) RIM = 120.55 I.E. = 115.40 (N) I.E. = 115.40 (E) I.E. = 115.40 (SW) CB-4 (TYPE F) (SEE DETAIL 15 / C011) RIM = 119.90 I.E. = 116.15 (W) CB-5 (TYPE F) (SEE DETAIL 15 / C011) RIM = 119.00 I.E. = 115.16 (NE) CONST. 88 LF OF 16" HDPE @ 1.53% CONST. 47 LF OF 16" HDPE @ 0.50% CONST. 111 LF OF 16" HDPE @ 0.67% CONST. 136 LF OF 16" HDPE @ 0.55% 119.90 120.55 121.30 120.55 121.00' 121.00' 121.00' 121.00' 121.00' 121.00' 119.00' 120.00' 121.00' 119.00' 119.00' 119.00' 120.00' 120.00' 120.00' 120.00' 119.00' 119.00' 120.00' 120.00' 119.00' 119.00' 1.1% 1.0% 1.1% 1.0% 1.0% 1.1% 2.0% 1.8% 1.5% 1.3% 1.8% 1.9% 1.5% 1.1% 1.5% 1.2% 2.0% 3.5% 1.0% 1.8% 1.2% 1.6% 1.0% 1.9% 121.00' 120.00' 121.90 120.95 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 10 C006 PAVING, GRADING & DRAINAGE PLAN SEE DETAIL 2/C009 SEE RAMP DETAIL 7/C009 (TYP.) 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 C004, SITE & GEOMETRY PLAN SHEET C005, & UTILITY PLAN SHEET 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 NEW SANITARY SEWER LATERAL 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 NEW STORM SEWER SYSTEM 24" WHITE STOP BAR SEE STRIPING DETAIL 10A/C010 Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. 121.00 121.00' PROPOSED CONTOUR EXISTING CONTOUR DIRECTIONAL ARROW PER FDOT INDEX 17346 DIRECTIONAL ARROW PER FDOT INDEX 17346 STOP R1-1 30"x30" DO NOT ENTER R5-1 30"x30" STOP R1-1 30"x30" DO NOT ENTER R5-1 30"x30" DO NOT ENTER R5-1 30"x30" DO NOT ENTER R5-1 30"x30" 1.1 % 1.0 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) TYPICAL SECTION 1 N.T.S. EXISTING GRADE 1.1 % 1.0 % 1.1 % 1.0 % 1.1 % EXISTING GRADE 1.0 % STABILIZE EXISTING SUBGRADE (TYP.) BIO-RETENTION SWALE GREEN AREA PROPERTY LINE PROPERTY LINE 3 1 1 3 1.8 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) TYPICAL SECTION 2 N.T.S. EXISTING GRADE 1.5 % 1.8 % 2.0 % 1.5 % EXISTING GRADE 1.3 % STABILIZE EXISTING SUBGRADE (TYP.) GREEN AREA GREEN AREA PROPERTY LINE PROPERTY LINE (TYP.) (TYP.) BUILDING STABILIZE EXISTING SUBGRADE (TYP.) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) BUILDING SIDEWALK SIDEWALK (TYP.) (TYP.) 2.0 % 1.7 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) TYPICAL SECTION 3 N.T.S. EXISTING GRADE 1.5 % 1.0 % 2.0 % 2.3 % 1.5 % EXISTING GRADE 1.0 % STABILIZE EXISTING SUBGRADE (TYP.) GREEN AREA PROPERTY LINE PROPERTY LINE GREEN AREA (TYP.) (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C007 TYPICAL SECTION 1.2 % 1.4 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) TYPICAL SECTION 4 N.T.S. EXISTING GRADE 1.0 % 2.4% 1.2 % 1.4 % 1.0 % EXISTING ROADWAY 3.5 % STABILIZE EXISTING SUBGRADE (TYP.) BIO-RETENTION SWALE PROPERTY LINE PROPERTY LINE 3 1 3 (TYP.) (TYP.) 1.2 % 1.4 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) TYPICAL SECTION 5 N.T.S. EXISTING GRADE 1.0 % 2.4% 1.2 % 1.4 % 1.0 % EXISTING ROADWAY 3.5 % STABILIZE EXISTING SUBGRADE (TYP.) BIO-RETENTION SWALE PROPERTY LINE 3 1 3 (TYP.) (TYP.) PROPERTY LINE VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C008 TYPICAL SECTION 1:12 RAMP Project No. Date NOT ISSUED FOR CONSTRUC DESIGN DISTRICT, PL 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SON BARNES - LA REINE BU TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C009 PAVING, GRADING AND DRAINAGE DETAILS D D C C NOT TO SCALE TYPE F INLET NOT TO SCALE PRECAST CONCRETE MANHOLE TOP SLAB NOT TO SCALE PRECAST CIRCULAR DRAINAGE STRUCTURES Project No. Date NOT ISSUED FOR CONSTRUC DESIGN DISTRICT, PL 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SON BARNES - LA REINE BU TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C010 PAVING, GRADING AND DRAINAGE DETAILS Project No. Date NOT ISSUED FOR CONSTRUC DESIGN DISTRICT, PL 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SON BARNES - LA REINE BU TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C011 PAVING, GRADING AND DRAINAGE DETAILS Project No. Date NOT ISSUED FOR CONSTRUC DESIGN DISTRICT, PL 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SON BARNES - LA REINE BU TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C012 PAVING, GRADING AND DRAINAGE DETAILS 75 Plot No. 24-D 0.9182 U.S. Ac. (39,995 s.f.) DPNR Zone: P N72° 05' 26"E 95.23' N72° 05' 26"E 104.77' S72° 05' 26"W 200.00' S17° 28' 34"E 200.00' S17° 28' 34"E 200.00' TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 Room 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 NEW BUS SHELTER INFILTRATOR SYSTEM (TYP.) 550 S.F. (10' X 55') DRAINFIELD REFER TO PLUMBING PLANS FOR CONTINUATION 1050 S.F. (10' X 105') DRAINFIELD 4"X4" PVC WYE CONNECTOR 60 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 4"X4" PVC WYE CONNECTOR 4'x4' DISTRIBUTION BOX 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT 5'-6" x 10' SEPTIC- 2,000 GALLONS 1" CORPORATION STOP ASSEMBLY 1" WATER METER 96 L.F. OF 1" SDR-11 HDPE WATER LINE 1" REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER 3" GALV. STEEL PIPE SLEEVE 3" GALV. STEEL PIPE SLEEVE REFER TO PLUMBING PLANS FOR CONTINUATION POTABLE WATER AND SANITARY SEWER PLAN, POTABLE WATER & SANITARY SEWER NOTES 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 LATERAL NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED UTILITIES SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE PROPERTY 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. THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF WATER AND SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. 9. ELECTRICAL CONDUIT(S) TO CROSS BELOW SANITARY SEWER LATERAL WITH MINIMUM 12" CLEAR SEPARATION. 10. ELECTRICAL CONDUIT(S) TO CROSS BELOW ANY WATER LINES WITH MINIMUM 12" CLEAR SEPARATION. 11. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 12" CLEAR SEPARATION. SANITARY SEWER SYSTEM: 1. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRAISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 3. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 4. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 5. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE OWNER'S REPRESENTATIVE THROUGHOUT CONSTRUCTION. 6. 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. 7. LEAKAGE FOR NEW CONSTRUCTION, 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. 8. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN BUILDING CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 9. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 4" & 6" DIAMETER SEWER SERVICE LATERALS 2.0% 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% 10. SEWERS SHALL BE LAID WITH UNIFORM SLOPES. EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC C013 Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. 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 C014 POTABLE WATER AND SANITARY SEWER DETAILS Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. w L LD L 4" MIN. L 8" MIN. LD W 4'-0" 8" 8" 8' 4'-0" 8" 8" 2'-8" 6'-0" MIN. 20' 6' MIN 30" (TYP.) 30" (TYP.) LD B 8" MIN. 8" MIN. 4" MIN. B A A NOT TO SCALE SEPTIC TANK DETAILS 6 NOT TO SCALE SECTION A-A 7 NOT TO SCALE DRAIN FIELD SECTION 8 NOT TO SCALE DRAIN FIELD PLAN 9 NOT TO SCALE DISTRIBUTION BOX PLAN 10 NOT TO SCALE SEPTIC TANK PLAN 11 NOT TO SCALE SECTION B-B - THRU SEPTIC TANK 12 Project No. Date NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com VI LICENSE # 1114A 06.14.2022 2024-009 LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division ofTransportation ISSUANCES No. Drawing Issue Description Date Civil Engineer DAMIAN CARTWRIGHT, P.E. BUILDTEC, LLC P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S Drawing No. C015 POTABLE WATER AND SANITARY SEWER DETAILS CR CR CR CR CR 21' - 7" COMMON PATH 8' - 3" DEAD END BUSES PARKING BUS TERMINAL AREA = 2,148 sq.ft 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 40' - 0" TOTAL PAVED AREA AREA = 25,271 sq.ft EMPLOYEE PARKING LOT A EMPLOYEE PARKING LOT B TOTAL GREEN AREA AREA = 15,850 sq.ft CAR LANE DROP OFF 200' - 0" 200' - 0" 35' - 0" 68' - 0" DROP OFF PICKUP IN OUT Acres = 0.91827365 1' - 0" 10' - 0" GENERATOR PAD APPROX. LOCATION OF ELECTRICAL POLE ELECTRICAL METER BASE Future Solar Panel Above Parking Future Solar Panel Above Parking Sewage Treatment plant 25' - 0" 25' - 0" 17' - 4" 10' 20' 40' 0 2" 0 1" = 20'-0" 10' 20' 40' 0 2" 0 1" = 20'-0" PARCEL NO. 24D PUBLIC PARKING LOT A PUBLIC PARKING LOT C PUBLIC PARKING LOT B 14' - 0" 14' - 0" 18' - 0" 9' - 0" N 30' - 0 1/4" 30' - 0" 20' - 0" Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:01 PM A0.11 01/17/25 2024-009 C. BROWNE SITE PLAN - PROPOSED LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A0.11 - SITE PLAN - PROPOSED SCALE: 1" = 10'-0" A0.11 1 SITE PLAN. PUBLIC PARKING SPACES LOT A PARKING SPACES = 8 LOT B PARKING SPACES = 8 LOT C PARKING SPACES = 5 TOTAL PARKING SPACES = 21 EMPLOYEE PARKING SPACES LOT A PARKING SPACES = 5 LOT B PARKING SPACES = 5 TOTAL PARKING SPACES = 10 BUSES PARKING SPACES TOTAL PARKING SPACES = 5 ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 A0.20 2 14' - 0" 14' - 0" 9' - 3 1/2" 135° 135° A0.20 3 GENERATOR PAD ALUMINUM SLIDING GATE BOTH SIDES 12' - 2 3/4" 2' - 6" 7' - 1 1/2" 31' - 11 1/2" A0.20 4 A0.20 6 A0.20 8 LEVEL 01 0' - 0" 5' - 10" 6' - 3" EQ EQ BACKLIT SIGNAGE ALUMINUM SLIDING GATE BEYOND 1' - 0" 1' - 0" CONCRETE PIER (SEE CIVIL) 6' - 6" 5' - 10" 4' - 7" 10' - 6" IMPORTANT NOTE: CONTRACTOR TO COORDINATE PAD DIMESNION WITH GENERATOR REQUIREMENTS GENERATOR PAD (SEE CIVIL) LEVEL 01 0' - 0" FOUNDATION -2' - 0" 5' - 0" 6" 5' - 4" Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:07 PM A0.20 01/17/25 2024-009 C. BROWNE SITE DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A0.20 - SITE DETAILS SCALE: 1/4" = 1'-0" A0.20 1 ENLARGED PLAN - ENTRY GATE SCALE: 1/4" = 1'-0" A0.20 2 NORTH ENTRY WALL SCALE: 1 1/2" = 1'-0" A0.20 3 ENLARGED PLAN - TYPICAL POST SCALE: 1/2" = 1'-0" A0.20 4 ENLAEGED ELEVATION - TYPICAL POST SCALE: A0.20 5 AXON - ENTRY SCALE: 1/2" = 1'-0" A0.20 6 ENLARGED PLAN - GENERATOR PAD ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 SCALE: 1/2" = 1'-0" A0.20 8 ELEVATION METER BASE 0' - 3" COMMON PATH 0' - 3" DEAD END 0' - 3" MAX. DIAGONAL 0' - 3" EXIT SEPARATION 21' - 7" COMMON PATH 8' - 3" DEAD END MEANS OF EGRESS LEGEND 1 HOUR SEPARATION ASSEMBLY OR FIRE PARTITION WALL RATINGS 2 HOUR SEPARATION ASSEMBLY OR FIRE PARTITION 3 HOUR SEPARATION ASSEMBLY OR FIRE PARTITION 4 HOUR SEPARATION ASSEMBLY OR FIRE PARTITION SMOKE SEPARATION ASSEMBLY OCCUPANCY AREA LABELS COMMON PATH OF TRAVEL (XX FT. MAX) DISTANCES DEAD END CORRIDOR (XX FT. MAX) TRAVEL DISTANCE MAX DIAGONAL DISTANCE EXIT SEPARATION OCCUPANC Y FIXED XXXX XX,XXX SF NAME A-3 XXX CAP AREA NAME AREA SF PER PERSON REQ. ("FIXED" WHERE CAPACITY IS FIXED) OCCUPANCY CLASSIFICATION ROOM NUMBER CALCULATED ROOM CAPACITY EGRESS COMPONENT LABELS - STAIRS AND DOORS WIDTH: DOOR: 3'-0" PAIR XXXX X.XX" XXX" XXX" XXX EGRESS WIDTH REQUIRED FOR OCCUPANTS EGRESS WIDTH PROVIDED BY COMPONENT EGRESS COMPONENT TYPE AND SIZE EGRESS WIDTH PER PERSON REQUIRED MAX COMPONENT CAPACITY OCCUPANTS PER COMPONENT 360 OCCUPANT NUMBER & EGRESS DIRECTION 45' SEGMENT LENGTH DOOR EGRESS SIZE 3' - 0" SINGLE CLEAR WIDTH 32" CAPACITY 160 DOOR EGRESS CAPACITIES @ .2"/PERSON 3' - 0" PAIR 66" 330 3' - 0" PAIR W/ MULLION 64" 320 3' - 6" SINGLE 38" 190 3' - 6" PAIR 78" 390 3' - 6" PAIR W/ MULLION 76" 380 3' - 4" PAIR W/ MULLION 72" 360 3' - 8" SINGLE 40" 200 4' - 0" SINGLE 44" 4' - 0" PAIR 90" 450 4' - 0" PAIR W/ MULLION 88" 440 220 SUBTRACT 4" 6" 8" 8" 6" 4" 8" 4" 4" 6" 8" 1 2 3 4 5 A B C D E F ENTRY TOTAL BUILDING AREA AREA = 2,095 sq.ft 35' - 0" 4" 25' - 0" 4' - 4" 38' - 4" 68' - 0" 14' - 4" 7' - 4" 13' - 4" 49' - 11 3/4" 18' - 0 1/4" 25' - 0" 25' - 0" 17' - 4" 7' - 4" 8' - 10" TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 VESTIBULE 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 VENDING VENDING 4' - 6" ELEC 019 6' - 5" CLEAR NORTH WIDTH: DOOR: 3'-0" 77 0.2" 15.4" 32" 160 WIDTH: DOOR: 3'-0" 77 0.2" 15.4" 32" 160 WIDTH: DOOR: 6'-0" 0.2" 66" 330 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:08 PM A0.21 01/17/25 2024-009 C. BROWNE LIFE SAFETY PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A0.21 - LIFE SAFETY PLAN SCALE: 1/4" = 1'-0" A0.21 1 LEVEL 01 - LIFE SAFETY PLAN ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 3494.09 gal CISTERN 005 APPLY (3) COATS OF THOROSEAL TO ALL CISTERN FLOORS AND WALLS CISTERN HATCH ABOVE (2) 4" DIA. PVC CISTERN OVERFLOW DRAINS @ 9'-0" AFF & OUTLET 2' MIN. ABV GRADE. RUN TO DAYLIGHT 4' - 6" 8' - 2" 0' - 8" OUTLINE OF BUILDING ABOVE OUTLINE OF BUILDING ABOVE 1 2 3 4 5 A B C D E F 4' - 6" 2' - 1" 11' - 11" 3' - 4" 4" NORTH 1 3/4" 1/4" 2" 2' - 6" 1/4" 2 3/4" 2' - 0" 2 3/4" 1/4" 1/4"⌀ BARS @ 4" O.C. BOTH WAYS 4" PVC SUCTION LINE (SEE PLUMBING) 6" PVC FOOT VALVE WITH STRAINER CONC. SLAB ABOVE CISTERN CONCRETE WALL PER STRUCTURAL DETAILS (REFER TO PLANS FOR WALL TYPES) 6" 2' MIN. PVC CISTERN OVERFLOW 2' MIN. ABOVE GRADE OR GRADE AWAY FROM OVERFLOW & ENSURE UNOBSTRUCTED PATH AWAY FROM STRUCTURE REMOVABLE INSECT SCREEN WATER FILL LINE APPLY (3) COATS OF THOROSEAL TO ALL CISTERN WALLS & FLOORS, TYP. ROUNDED CORNERS, TYP. REFER TO STRUCTURE REFER TO STRUCTURE FOR REINFORCEMENT 2x4 CONTINOUS KEYWAY & WATERSTOP APPLY (2) COATS OF BITUMINOUS WATERPROFFING BEFORE BACKFILLING OF DIRT REFER TO STRUCTURE FOR REINFORCEMENT REFER TO STRUCTURE Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:09 PM A1.00 01/17/25 2024-009 C. BROWNE CISTERN LEVEL - FLOOR PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A1.00 - CISTERN LEVEL - FLOOR PLAN SCALE: 1/4" = 1'-0" A1.00 1 CISTERN LEVEL PLAN SCALE: 1 1/2" = 1'-0" A1.00 2 CISTERN MANHOLE DETAIL Copy 1 SCALE: 3/4" = 1'-0" A1.00 3 FOOT VALVE DETAIL Copy 1 SCALE: 1" = 1'-0" A1.00 4 TYPICAL CISTERN OVERFLOW DETAIL Copy 1 SCALE: 1" = 1'-0" A1.00 5 CISTERN WALL & FOOTING DETAIL Copy 1 ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 A8 1 A8 2 A8 3 A8 4 A4.13 1 A4.13 4 3 A4.13 5 TOTAL BUILDING AREA AREA = 2,095 sq.ft 25' - 0" 25' - 0" 14' - 0" 3' - 4" TICKET 006 MANAGER 007 BREAK ROOM 008 EMPLOYEE RESTROOM 009 VESTIBULE 010 PUMP ROOM 011 UTILITY ROOM 012 RESTROOM-2 013 RESTROOM-1 014 STORAGE 015 JAN. 016 HALLWAY 017 LOBBY/WAITING 018 VENDING VENDING 006 007 017 010 015 018 011 012 A3.02 1 A3.02 2 A3.02 3 A3.02 4 1 A4.01 2 A4.01 3 A4.01 1 2 3 4 5 A B C D E F 29' - 8" 38' - 4" 9' - 4" 10' - 0" 9' - 0" 8' - 2" 4' - 2" 90° 100° 100° 8' - 3 1/4" 19' - 0" 90° 8' - 7 1/4" 2' - 8" 10' - 1" 3' - 0" 5' - 5 1/2" 2' - 1 3/4" 4' - 4 1/4" 7' - 1 1/4" 1' - 0 3/4" 4' - 0" 1' - 0 3/4" 7' - 10" 3' - 6 1/2" 4' - 11" A4.11 1 A4.11 6 A4.11 11 W2 W2 W2 W3 W4 W2 W2 W2 2 A4.13 6 W2 DOWNSPOUT STRAPPED TO WALL 6' - 5" W3 2' - 2" 4' - 7 3/4" 4' - 10 1/2" 7' - 8" NORTH W1 A4.13 7 1' - 0" 3' - 6" 9" 3' - 1" 8" 1' - 0" 3' - 6" 9" 3' - 1" 0" 8" W2 W1 L1 L2 L3 L3 L3 L3 L3 L2 L1 L1 ELEC 019 4" 4' - 0 1/2" 5' - 0 3/4" 5' - 0 3/4" 18' - 7 1/4" 1' - 4 3/4" 4" 4' - 1 1/2" 25' - 0" 25' - 0" 14' - 0" 3' - 4" 3' - 8 1/4" 11' - 0 3/4" 35' - 0" 3' - 8" 4" 1' - 8" 3' - 4" 4 1/4" 3' - 11" 4" 3' - 8" 18' - 0 1/4" 31' - 3 1/2" 9' - 2 1/4" 2' - 11 1/4" 90° 6' - 0" 7' - 7 1/4" L3 W1 W1 W1 020 W2 W2 W3 W2 3' - 5" 3' - 2 1/4" 9' - 2 1/4" 4' - 5 1/4" 2' - 6" L3 L3 019 REFER TO ELEVATION FOR WINDOW TAGS REFER TO ELEVATION FOR WINDOW TAGS REFER TO ELEVATION FOR WINDOW TAGS 2 A1.14 SYMBOL DESCRIPTION REMARKS 1. ALL DOORS ARE TO BE LOCATED AS SHOWN U.N.O. NEW PARTITION EXISTING PARTITION TO REMAIN CONSTRUCTION PLAN GENERAL NOTES 7 CONSTRUCTION PLAN LEGEND 5 CONSTRUCTION PLAN CODED NOTES 2 GENERAL CONSTRUCTION PLAN TYPICALS: 6 CONSTRUCTION PLAN ALTERNATES: 4 1 MILLWORK NOTE 01 A1.XX A0. ALTERNATE NOTE 1.0 GENERAL REQUIREMENTS: 1.0.2 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOP DRAWINGS AND SUBMITTALS REQUIRED BY JURISDICTION FOR PERMITTING AND FINAL INSPECTIONS. THESE MAY INCLUDE BUT ARE LIMITED TO FIRE ALARM, SPRINKLER, LOW VOLTAGE WORK ETC. ALL LIGHT FIXTURES AND FINISH MATERIALS WILL REQUIRE FULL PRODUCT SUBMITTALS. 1.0.3 INSTALLATION, SUBMITTAL REQUIREMENTS AND ADMINISTRATIVE REQUIREMENTS ARE TO BE PROVIDED PER SPECIFICATIONS SHEET OR MANUAL. IF NEITHER IS PROVIDED, PLEASE CONTACT ARCHITECT IMMEDIATELY FOR VERIFICATION. 1.0.4 CONTRACTOR TO THOROUGHLY FIELD VERIFY CONDITIONS PRIOR TO PRICING TO ENSURE FIELD CONDITIONS, DIMENSIONS AND QUANTITIES ARE CONSIDERED IN PREPARATION OF FINAL COSTS. 1.0.5 CONTRACTOR TO VERIFY PENETRATIONS THROUGH PARTITIONS (SUCH AS DUCTWORK ETC.) TO ENSURE THAT ADEQUATE BRACING AND REINFORCEMENT ARE PROVIDED. 1.0.6 CONTRACTOR SHALL PROVIDE LABOR + MATERIAL AS REQUIRED FOR WORK WHICH MAY NOT FALL INTO JURISDICTION OF A SPECIFIC TRADE BUT IS REQUIRED FOR PROPER JOB EXECUTION AND COMPLETION OF CONSTRUCTION. 1.0.7 CONTRACTOR AND VENDORS SHALL DETERMINE AVAILABILITY OF ALL MATERIALS. ANY DELIVERY SCHEDULE THAT POTENTIALLY MAY CAUSE COORDINATION PROBLEMS DURING THE CONSTRUCTION / INSTALLATION SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT EARLY ON, FOR POSSIBLE REEVALUATION OF MATERIAL DESIGNATION. 1.0.8 - PROVIDE PORTABLE 10# ABC FIRE EXTINGUISHERS (IN RECESSED CABINET) IN ALL CORRIDORS. MAXIMUM 75' TRAVEL TO AN EXTINGUISHER. PROVIDE ONE SURFACE MOUNTED FE IN ALL MECHANICAL PENTHOUSE SPACES AND PLUMBING ROOM, SEE PLANS. 1.0.9- SEE PLUMBING FOR FLOOR DRAIN LOCATIONS IN MECHANICAL ROOMS 1.0.10 - STAINLESS STEEL CORNER GUARDS ARE REQUIRED ON ALL EXTERIOR CORNERS IN BOH AREAS 1.0.11 - PROVIDE ACCESS PANELS PER INDUSTRY STANDARDS AS REQUIRED FOR EQUIP. RELATED TO BUILDING SYSTEMS 1.0.12 -SEE DOOR SCHEDULE FOR TRANSOMS, SIDELIGHTS, BORROWED LIGHTS AND WINDOWS WHEN THE WINDOW FRAME IS PART OF THE DOOR FRAME. 1.0.13 - REFER TO ELECTRICAL & AV DRAWINGS FOR DATA & POWER OUTLETS 1.0.14 - ACCESS CONTROL TO BE PROVIDED AT ALL ENTRY POINTS AND AT SOME STORAGE ROOMS; REFER TO ELECTRICAL AND DOOR SCHEDULE FOR LOCATIONS. 1.0.15 - MULLION SIZES ARE INDICATED FOR DETAILING PURPOSES. WINDOW MFR. TO ENGINEER MULLION SIZES TO MEET MULLION SPACING AND DESIGN INTENT. 1.1 GENERAL PARTITION NOTES: 1.1.1 REFER TO GENERAL PARTITION PLAN TYPICALS FOR TYPICAL INFORMATION. 1.1.2 THE PARTITION ABOVE DOORS SHALL BE OF SAME CONSTRUCTION AS THE ADJACENT PARTITION. 1.1.3 CAULK GAPS WHERE INTERSECTIONS OF CONSTRUCTION ELEMENTS ARE NOT CRISP AND CONSISTENT. COORDINATE CAULKING & SEALING WITH SPECIFICATIONS SHEET OR MANUAL, INSTALL PER MANUFACTURERS INSTRUCTIONS. 1.1.4 FLOOR LEVEL AT DOORWAYS SHALL BE PROVIDED TO INSURE TOLERANCES IN DOOR DETAILS. GC SHOULD ORDER DOORS AND FRAMES FOR SCRIBE TO INSURE THAT UNDERCUT CLEARANCE PER DETAILS. 1.1.5 CONTRACTOR SHALL VERIFY EXISTING WALL / DEMISING WALL / CORE WALLS TO INFILL AND PATCH ANY OPENING TO MEET REQUIRED FIRE RATINGS. 1.1.6 DIMENSIONS: A. SCALES AS STATED ARE VALID ON THE ORIGINAL DRAWING ONLY. DO NOT SCALE FROM THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC PRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS. B. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES. ANY MODIFICATIONS OR DEVIATION TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND APPROVAL. C. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM A "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED PRIOR TO THE START OF CONSTRUCTION. HIGH POINTS, LOW POINTS, IRREGULARITIES IN FLOOR SLAB WHICH COULD AFFECT FABRICATION / INSTALLATION, WORK OF OTHER TRADES OR VENDORS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT. 1.1.7 MATERIALS: A. INSTALL MOISTURE RESISTANT GWB AT AREAS EXPOSED TO MOISTURE INCLUDED BUT NOT LIMITED TO TOILETS, BREAKROOM COUNTERS AND OTHER SINK LOCATIONS U.N.O. B. ALL NECESSARY WOOD BLOCKING / GROUNDS ETC. ARE TO BE FIRE RETARDANT TREATED GC SHALL FULLY COORDINATE SETTING AND PLACEMENT TO THESE ELEMENTS AND INSURE THAT LOCAL CODE / BUILDING REQUIREMENTS ARE MET. C. GROUNDS / BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWING. GOOD CONSTRUCTION PRACTICE SHALL GOVERN / DETERMINE SAID USE. D. INTERNAL WOOD BLOCKING SHALL BE PROVIDED FOR STURDY ANCHORAGE AT INTERSECTIONS OF WOOD / GLASS BORROWED LIGHT PARTITIONS AND ADJACENT DRYWALL CONSTRUCTION. 1 WALL TYPE TAG 2. CLR. 1' - 6" FIRE EXTINGUISHER CABINET - ***INSERT MANUFACTURER***, SOLID DOOR, FLAT TRIM FULLY RECESSED, ALUMINUM CABINET, COLOR IN WHITE FEC SURFACE MOUNT FIRE EXTINGUISHER FEC INDICATES MILLWORK PROVIDED AND INSTALLED BY G.C. DOOR AND HARDWARE, REFER TO DOOR SCHEDULE SHEET A8.01 0000 1 A FIRE EXTINGUISHER - DRY CHEMICAL TYPE, CLASS A, SIZE 10 FIRE EXTINGUISHER - DRY CHEMICAL TYPE, CLASS A, SIZE 10 NEW PARTITION TO STRUCTURE 4" 1 CODED NOTE 3 MILLWORK NOTES Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:11 PM A1.11 01/17/25 2024-009 C. BROWNE LEVEL 01 - IDENTIFICATION + DIMENSION PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A1.11 - LEVEL 01 - IDENTIFICATION + DIMENSION PLAN SCALE: 1/4" = 1'-0" A1.11 1 LEVEL 01 - IDENTIFICATION + DIMENSION PLAN ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 10' - 0" ACT-1 10' - 0" GYP-1 8' - 0" ACT-1 10' - 0" ACT-1 8' - 0" GYP-1 10' - 0" GYP-1 1' - 6" 20' - 0" 10' - 0" 10' - 0" 9' - 10 1/2" 7' - 2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3' - 6" 3' - 0" 3' - 5" 3' - 10" 1' - 6" 2' - 10" 2' - 2" 1' - 9 1/2" 4' - 1" 3' - 1" 2' - 3" 4' - 0 1/2" 3' - 6 1/2" 3' - 3" 2' - 1" 3' - 3" 2' - 2" F.1 F.1 F.1 F.1 F.1 F.1 F.1 F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.4 F.2 F.2 F.2 F.2 F.4 F.2 F.2 F.4 F.2 F.2 F.2 F.2 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.3 F.6 BREAK ROOM 008 UTILITY ROOM 012 STORAGE 015 RESTROOM-2 013 RESTROOM-1 014 LOBBY/WAITING 018 TICKET 006 MANAGER 007 PUMP ROOM 011 EMPLOYEE RESTROOM 009 1 2 3 4 5 25' - 0" 25' - 0" 14' - 0" 3' - 4" A B C D E F JAN. 016 F.5 F.5 F.6 2' - 2" 4' - 11 1/2" F.2 F.2 10' - 0" GYP-1 2' - 5 1/2" 3' - 3" 2' - 1" F.2 F.2 F.2 8' - 0" GYP-1 8' - 0" GYP-1 NORTH VARRIES OTS 8' - 3" SOFFIT C.1 C.2 C.2 C.2 C.2 C.1 C.1 C.1 6' - 7 1/4" 7' - 7" 3' - 9" F.7 10' - 10" OTS F.5 OUTLINE OF ROOF ABOVE OUTLINE OF ROOF ABOVE OUTLINE OF ROOF ABOVE OUTLINE OF ROOF ABOVE STRUCTURAL BEAM, TYPICAL PRE-FINISHED ALUM. 3" DOWNSPOUT STRAPPED TO WALL.FINISH TO MATCH ROOF FLASHING CONTRACTOR TO COORDINATE CONCEALED ROUTE TO CISTERN PRE-FINISHED ALUM. 3" DOWNSPOUT STRAPPED TO WALL.FINISH TO MATCH ROOF FLASHING CONTRACTOR TO COORDINATE CONCEALED ROUTE TO CISTERN S.1 S.1 S.1 S.1 2 A1.13 Sim 3 A1.13 Sim REFLECTED CEILING PLAN GENERAL NOTES 7 REFLECTED CEILING PLAN FIXTURE & DEVICE SCHEDULES 5 REFLECTED CEILING PLAN CODED NOTES 2 CEILING TYPE SCHEDULE 6 REFLECTED CEILING PLAN TYPICALS 4 1 CODED NOTE 01 A1.XX A0. ALTERNATE NOTE 2.0 GENERAL REQUIREMENTS 2.0.1 REFER TO PARTITION PLAN FOR TYPICAL GENERAL REQUIREMENTS INCLUDING SUBMITTAL REQUIREMENTS. 2.1 GENERAL CEILING NOTES: 2.1.1 REFER TO GENERAL REFLECTED CEILING STANDARDS FOR TYPICAL INFORMATION. 2.1.2 INSPECTIONS AS REQUIRED BY LOCAL AUTHORITIES SHALL BE COMPLETED PRIOR TO CLOSING OF CEILING. 2.1.3 CEILING PLANE SHALL BE LEVEL AND TRUE AND ALIGN WITH ALL LIGHTS, SPRINKLER, HVAC AND OTHER ELEMENTS INCORPORATED IN ITS CONSTRUCTION. 2.1.4 FASCIAS / SOFFITS SHALL BE LEVEL AND TRUE, FREE OF SURFACE DISTORTION AND DIMENSIONED ACCORDING TO DETAILS SHOWN. 2.1.5 MECHANICAL, HVAC AND PLUMBING ELEMENTS SHALL AT NO TIME COME IN CONTACT WITH CEILING CONSTRUCTION EXCEPT AS NECESSARY PENETRATIONS MAY REQUIRE. 2.1.6 DIMENSIONS: A. SCALES AS STATED ARE VALID ON THE ORIGINAL DRAWING ONLY. DO NOT SCALE FROM THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC PRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS. B. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES. ANY MODIFICATIONS OR DEVIATION TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND APPROVAL. C. LIGHTS SHOWN IN 2x2 CEILING TILES SHALL BE CENTERED U.N.O. D. CONTRACTOR TO COORDINATE WITH ARCHITECT IF ANY LOCATION OF LIGHT FIXTURES OR DEVICES ARE NOT SHOWN DIMENSIONALLY PRIOR TO INSTALLATION. 2.1.7 PROVIDE SEMI-RIGID SOUND ATTENUATION BLANKETS WHERE INDICATED ON DETAILS OR PLAN. 2.1.8 CONTRACTOR SHALL VERIFY WITH BUILDING MANAGEMENT IF ENERGY MANAGEMENT SYSTEM IS IN USE AND IF TENANT SYSTEMS ARE REQUIRED TO BE TIED INTO SAID MANAGEMENT SYSTEM. THIS WORK SHALL BE PART OF THE OVERALL CONTRACT IF REQUIRED. 2.2 COORDINATION ACCESS: 2.2.1 ACCESS SHALL BE PROVIDED BY GC AS REQUIRED FOR INSTALLATION AND MAINTENANCE OF MECHANICAL, ELECTRICAL, DATA AND OTHER ELEMENTS WITHIN CEILING PLENUM AND AS REQUIRED BY CODE. THIS ACCESS SHALL BE REVIEWED WITH THE BASE BUILDING ENGINEER TO CONFIRM SUITABILITY FOR GENERAL MAINTENANCE. 2.2.2 LOCATIONS FOR SPECIAL ACCESS DOORS. HATCHES SHALL BE COORDINATED WITH OTHER TRADES AND APPROVED BY THE ARCHITECT. ELECTRICAL, MECHANICAL SYSTEMS AND VALVES ETC.. REQUIRING ACCESS ABOVE GWB OR HARD CEILINGS SHALL BE MOVED TO A SUITABLE LOCATION IDENTIFIED BY THE ARCHITECT SO THAT ACCESS HATCHES ARE NOT REQUIRED. 2.2.3 PROVIDE LINED "Z" BOOTS AT ALL TRANSFER DUCTS AND WHERE RETURN VENTILATION IS REQUIRED AT FULL HEIGHT PARTITIONS. 2.2.4 MECHANICAL AND ELECTRICAL CONTRACTOR SHALL COORDINATE WORK BETWEEN THE ENGINEERING AND THE ARCHITECTURAL DRAWINGS: ARCHITECTURAL CEILING PLAN SHALL GOVERN WITH RESPECT TO AESTHETIC CONSIDERATIONS, QUANTITY, LOCATIONS FOR FIXTURES, DEVICES ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES (NEW OR EXISTING) INDICATED ON PLANS. MECHANICAL AND ELECTRICAL CEILING PLAN SHALL GOVERN WITH RESPECT TO FUNCTIONAL CONSIDERATIONS AND OVERALL SCOPE OF WORK. 2.3 LAMPING / SWITCHING: 2.3.1 WHEN ENGINEERING DOCUMENTS DO NOT EXIST: ALL DOWNLIGHTS (INCANDESCENT OR LOW VOLTAGE) SHALL BE ON A SINGLE DIMMER RESPECTIVELY. ALL WALL WASHERS SHALL BE ON DIMMERS PER ARCHITECT'S INSTRUCTION. CONSULT WITH ARCHITECT FOR QUANTITY IN A GIVEN ROOM. ALL OFFICES SHALL BE SWITCHED INDEPENDENTLY. ALL CORRIDOR SHALL BE ON A TIMED SWITCH BANK PER QUADRANT IN A LOCATION COORDINATED BY THE ARCHITECT. 1. ALL CEILING ARE 9'-0" HIGH U.N.O. 2. ALL ACCESS PANELS SHALL BE LOCATED BY ARCHITECT. ANY AREAS REQUIRING ACCESS IN GWB CEILING SHALL BE NOTED TO ARCHITECT PRIOR TO FINAL PRICING. 3. SPRINKLER HEADS ARE AS FOLLOWS: GWB CEILING - FLUSH CONCEALED TYPE ACT CEILING - SEMI-RECESSED OR BUILDING STANDARD RCP ALTERNATES 3 CEILING HEIGHT FROM A.F.F. CEILING SYMBOL A 0'-0" CEILING TYPE METAL STUD FRAMING PER PARTITION SCHEDULE 5/8" GYPSUM WALLBOARD, TYPE X 5/8" GYPSUM WALLBOARD, TYPE X ACOUSTICAL CEILING PANEL 1' - 0" ACP SYSTEM HUNG FROM STRUCTURE ABV 5/8" GYPSUM WALLBOARD, TYPE X 3-5/8" METAL STUD FRAMING 1/2" DRYWALL REVEAL 1/2" WIRE HANGER Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:13 PM A1.13 01/17/25 2024-009 C. BROWNE LEVEL 01 - REFLECTED CEILING PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A1.13 - LEVEL 01 - REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" A1.13 1 LEVEL 01 - RCP LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL COMMENTS F.1 2' X 4' LED RECESSED LIGHT LUMENWERX NOVA WHITE F.2 4" RECESSED DOWNLIGHT GOTHAM EVO6 30/15 AR LSS MWD MVOLT GZ10 BLACK F.3 Outdoor Wall Pack Light WARELIGHT WLWP-45W-40K-MV-10D-G2 WHITE F.4 Delta Breez low noise BreezSmart Ventilation Fan with LED Light & Night-light. Delta Electronics (Americas) Ltd. SMT150LED BLACK F.5 CHROMA LED PENDANT. LUMENS PD1709 BLACK F.6 Big-Ass-Fans-8-Ft-Isis-8-Blade Big Ass Fans IS08 BLACK F.7 LINEAR PENDANT LED LIGHT LUMENWERX REVEN WHITE F.8 Chamberlin LED Vanity Light LUMENS HUXE BLACK Ceiling Schedule Type Mark Description Manufacturer Comments ACT-1 2X2 ACOUSTIC CEILING TILE, BASIS OF DESIGN: ARMOSTRONG, CORTEGA GYP-1 GYPSUM BOARD CEILING OTS OPEN TO STRUCTURE Communication Device Schedule Type Mark Description Manufacturer Model Comments S.1 ESP-82CDTW: 8 inch Coaxial Compression Pendant Speaker Lowell Manufacturing ESP-82CDTW Security Device Schedule Type Mark Description Manufacturer Model Comments C.1 Wall Mount Wyze Cam Pan V3 Gresur B0C2YLMZWZ WHITE C.2 Security Camera Dome WHITE ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 SCALE: 1 1/2" = 1'-0" A1.13 2 ACOUSTIC CEILING, TYPICAL SCALE: 1 1/2" = 1'-0" A1.13 3 GYP CEILING, TYPICAL MATERIAL FINISH SCHEDULE - INTERIOR NO. DESCRIPTION ACT-1 ACOUSITC CEILING TILE 2X2 ACOUSTIC CEILING TILE, BASIS OF DESIGN: ARMOSTRONG, CORTEGA ACT-2 2X2 WASHABLE ACOUSTIC CEILING TILE, BASIS OF DESIGN: ARMOSTRONG, CERAMAGUARD (UNPERFORATED) CERAMIC TILE CT1 CT2 CONCRETE CON-1 POLISHED CONCRETE MISCELLANEOUS BT1 PAINT RUBBER BASE, 6" JOHNSONITE TRADITIONAL WALL BASE, COLOR: 20 CHARCOLA WG PT1 PRIMARY WALL, SW 6231, ROCK CANDY, SEMI-GLOSS FINISH PT2 ACCENT WALL, SW 7608, ADRIFT, SEMI-GLOSS FINISH PT3 CEILING, SW 7007, CEILING BRIGHT WHITE, SATIN FINISH DALTILE, AMBASSADOR, COLOR: GLOBAL GREY AM35 LIGHT POLISHED; SIZE 24X24, STACK BOND, GROUT: ARDEX DOVE GRAY 18 EPOXY EPX1 ARMORULTRA INDUSTRIAL EPOXY FLOOR COATING (OR EQUAL) SBF BLOCK FILLER STANDARD BLOCK FINISH ENTRY TOTAL BUILDING AREA AREA = 2,148 sq.ft TICKET 006 CT1 BT1 PT1 MANAGER 007 CT1 BT1 PT1 BREAK ROOM 008 CT1 BT1 PT1 EMPLOYEE RESTROOM 009 CT1 CT1 CT1 VESTIBULE 010 CT1 BT1 PT1 PUMP ROOM 011 CONC EPX1 SBF UTILITY ROOM 012 CONC EPX1 SBF RESTROOM-2 013 CT1 CT1 CT1 RESTROOM-1 014 CT1 CT1 CT1 STORAGE 015 CONC EPX1 SBF JAN. 016 CT1 BT1 PT1 HALLWAY 017 CT1 BT1 PT1 LOBBY/WAITING 018 CT1 BT1 PT1 VENDING VENDING 1 2 3 4 5 A B C D E F NORTH ELEC 019 CT1 BT1 PT1 CONCRETE SIDEWALK (SEE CIVIL) CONCRETE SIDEWALK (SEE CIVIL) SPEC FINISH BLOCK (SPECIAL MIS DESIGN & PRE CONDITIONER) PRIME COAT (WATERBORNE CEMENTITIUS FILLER) INTERMEDIATE COAT (MODIFIED POLYAMINE EPOXY) FINISH COAT (ALIPHATIC POLYEURETHANE) (ROLLER APPLIED) LEVEL 1 STANDARD BLOCK FINISH IMPORTANT NOTE: REFER TO FINISH SCHEDULE Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:14 PM A1.14 01/17/25 2024-009 C. BROWNE LEVEL 01 - FINISH PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A1.14 - LEVEL 01 - FINISH PLAN ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FINISHES COMMENTS FLOOR BASE WALL ACCENT WALL 005 CISTERN 006 TICKET CT1 BT1 PT1 007 MANAGER CT1 BT1 PT1 008 BREAK ROOM CT1 BT1 PT1 009 EMPLOYEE RESTROOM CT1 CT1 CT1 010 VESTIBULE CT1 BT1 PT1 011 PUMP ROOM CONC EPX1 SBF 012 UTILITY ROOM CONC EPX1 SBF 013 RESTROOM-2 CT1 CT1 CT1 014 RESTROOM-1 CT1 CT1 CT1 015 STORAGE CONC EPX1 SBF 016 JAN. CT1 BT1 PT1 017 HALLWAY CT1 BT1 PT1 018 LOBBY/WAITING CT1 BT1 PT1 019 ELEC CT1 BT1 PT1 SCALE: 1/4" = 1'-0" A1.14 1 FINISH PLAN SCALE: 1/2" = 1'-0" A1.14 2 STANDARD BLOCK FINISH DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 18" AFF 48" AFF 48" AFF 48" AFF 18" AFF 18" AFF 48" AFF 18" AFF GFI 48" AFF GFI 48" AFF GFI 48" AFF 48" AFF 48" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF GFI 18" AFF 18" AFF 18" AFF GFI 18" AFF GFI 18" AFF GFI 48" AFF 18" AFF TV 2 18" AFF TV 2 18" AFF 48" AFF 18" AFF 48" AFF GFI 48" AFF GFI USB VENDING ENTRY TOTAL BUILDING AREA AREA = 2,148 sq.ft VENDING BREAK ROOM 008 HALLWAY 017 LOBBY/WAITING 018 TICKET 006 MANAGER 007 EMPLOYEE RESTROOM 009 UTILITY ROOM 012 STORAGE 015 JAN. 016 RESTROOM-2 013 RESTROOM-1 014 VESTIBULE 010 PUMP ROOM 011 1 2 3 4 5 A B C D E F NORTH POWER & DATA LEGENDS DATA OUTLET DUAL DATA OUTLET 2 TELEPHONE OUTLET TELEPHONE/DATA OUTLET FLOOR DUPLEX OUTLET FLOOR QUADRUPLEX OUTLET GROUND FAULT DUPLEX OUTLET DUPLEX OUTLET USB OUTLET CARD READER Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:17 PM A1.16 01/17/25 2024-009 C. BROWNE LEVEL 01 - PCOMM PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A1.16 - LEVEL 01 - PCOMM PLAN SCALE: 1/4" = 1'-0" A1.16 1 LEVEL 01 - PCOMM PLAN. ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 FLUID APPLIED WATER PROOFING ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1" PER FOOT; TYP. ROOF DRAIN WITH INSECT SCREEN ROOF DRAIN WITH INSECT SCREEN 1 A4.01 2 A4.01 3 A4.01 1/4" / 1'-0" 1/4" / 1'-0" 1 1/2" / 1'-0" 1 1/2" / 1'-0" FLUID APPLIED WATER PROOFING ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1 1/2" PER FOOT; TYP. FLUID APPLIED WATER PROOFING ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1 1/2" PER FOOT; TYP. 1 2 3 4 5 A B C D E F 4' - 4" 25' - 0" 25' - 0" 14' - 0" 3' - 4" 4' - 4" 3' - 4 1/4" 4' - 2" 8' - 2" 9' - 0" 10' - 0" 9' - 4" 2' - 0" NORTH EXHAUST FAN 1" / 1'-0" SOLAR WATER HEATER (SEE PLUMBING) ROOF DRAIN WITH INSECT SCREEN SECONDARY ROOF DRAIN WITH INSECT SCREEN ROOF DRAIN SECONDARY ROOF DRAIN 3" DOWNSPOUT TO CISTERN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:21 PM A2.10 01/17/25 2024-009 C. BROWNE ROOF PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A2.10 - ROOF PLAN SCALE: 1/4" = 1'-0" A2.10 1 ROOF PLAN. ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 SCALE: 3/8" = 1'-0" A2.10 2 COMBINED ROOF DRAINAGE SYSTEM LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" CONCRETE ROOF SYSTEM STEEL COLUMN ADJUSTABLE LOUVER 1 2 3 4 5 WALL PACK LIGHT 1" STUCCO SYSTEM WITH INTEGRAL COLOR. BLDG SIGN W3 W3 F.3 F.3 F.3 F.3 F.3 MAX.HEIGHT 15' - 1 3/4" W2 W2 L3 L3 020 L3 L3 1/2" PLASTER REVEAL 1/2" PLASTER REVEAL DOWNSPOUT LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" A B C D E F CONCRETE ROOF SYSTEM STEEL COLUMN WALL PACK LIGHT 1" STUCCO SYSTEM WITH INTEGRAL COLOR. F.3 F.3 ADJUSTABLE LOUVER CONCRETE ROOF SYSTEM W2 W2 L2 1 1/2" / 1'-0" MAX.HEIGHT 14' - 7 3/4" MAX.HEIGHT 15' - 1 3/4" 1/2" PLASTER REVEAL 7' - 10" LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" A B C D E F CONCRETE ROOF SYSTEM STEEL COLUMN WALL PACK LIGHT 1" STUCCO SYSTEM WITH INTEGRAL COLOR. W5 F.3 F.3 ADJUSTABLE LOUVER L3 L3 L3 L2 MAX.HEIGHT 15' - 1 3/4" MAX.HEIGHT 14' - 7 3/4" 1/2" PLASTER REVEAL DOWNSPOUT STEEL COLUMN LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" 1 2 3 4 5 CONCRETE ROOF SYSTEM STEEL COLUMN WALL PACK LIGHT 1/2" PLASTER REVEAL 1" STUCCO SYSTEM WITH INTEGRAL COLOR. ADJUSTABLE LOUVER DOWNSPOUT F.3 F.3 F.3 RAILING W4 L3 L1 L1 L1 MAX.HEIGHT 15' - 1 3/4" DOWNSPOUT 1/2" PLASTER REVEAL RAILING Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:34:51 PM A3.02 01/17/25 2024-009 C. BROWNE BUILDING ELEVATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A3.02 - BUILDING ELEVATIONS SCALE: 1/4" = 1'-0" A3.02 1 EAST ELEVATION SCALE: 1/4" = 1'-0" A3.02 2 NORTH ELEVATION SCALE: 1/4" = 1'-0" A3.02 3 SOUTH ELEVATION SCALE: 1/4" = 1'-0" A3.02 4 WEST ELEVATION ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" 1 2 3 4 5 7' - 8" LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" A B C D E F LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" 10' - 0" A4.10 3 A4.10 2 A4.10 1 A4.10 4 A B C D E F Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:47:05 PM A4.01 01/17/25 2024-009 C. BROWNE BUILDING SECTIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.01 - BUILDING SECTIONS SCALE: 1/4" = 1'-0" A4.01 1 BUILDING SECTION-EW SCALE: 1/4" = 1'-0" A4.01 3 BUILDING SECTION-NS 1 SCALE: 1/4" = 1'-0" A4.01 2 BUILDING SECTION-NS ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" F SIDEWALK FINISH CONCRETE MATT FOUNDATION REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED FLOOR FINISH 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 1/2" CEMENT PLASTER & PAINT BOTH SIDES REFER TO STRUCTURE FOR REINFORCEMENT EDGE FLASHING W/FASTNERS 12" O.C DENSDECK SYSTEM W/ INSULATION 6" CONCRETE ON ROOF DECK REFER TO STRUCTURE CONCRETE ROOF SYSTEM CCTV CAMERA W-SHAPE STEEL COLOUMN REFER TO STRUCTURE LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" C SIDEWALK FINISH CONCRETE MATT FOUNDATION REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED FLOOR FINISH 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 1/2" CEMENT PLASTER & PAINT BOTH SIDES REFER TO STRUCTURE FOR REINFORCEMENT DENSDECK SYSTEM W/ INSULATION 6" CONCRETE ON ROOF DECK REFER TO STRUCTURE W-SHAPE STEEL BEAM REFER TO STRUCTURE 1/2" PLASTER REVEAL LEVEL 01 0' - 0" ROOF 10' - 0" FOUNDATION -2' - 0" A SIDEWALK FINISH CONCRETE MATT FOUNDATION REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED FLOOR FINISH 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 4" GRAVEL BED 5" CONCRETE SLAB ON GRADE REFER TO STRUCTURE FOR DETAILS 1/2" CEMENT PLASTER & PAINT BOTH SIDES REFER TO STRUCTURE FOR REINFORCEMENT SUSPENDED CEILING EDGE FLASHING W/FASTNERS 12" O.C DENSDECK SYSTEM W/ INSULATION 6" CONCRETE ON ROOF DECK REFER TO STRUCTURE 5" CONCRETE ON ROOF DECK REFER TO STRUCTURE CONCRETE ROOF SYSTEM CCTV CAMERA WALL PACK LIGHT LOUVER 1/2" PLASTER &REVEAL ROOF 10' - 0" E DENSDECK SYSTEM W/ INSULATION 6" CONCRETE ON ROOF DECK REFER TO STRUCTURE CONCRETE ROOF SYSTEM W-SHAPE STEEL COLOUMN REFER TO STRUCTURE SOFFIT SPEAKER WALL PACK LIGHT GLAZING SYSTEM 1/2" CEMENT PLASTER 1/2" CEMENT PLASTER 8" CONCRETE WALL SIGNAGE ROLLING SHUTTER 1/2" PLASTER REVEAL 3' - 4" Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:12 PM A4.10 01/17/25 2024-009 C. BROWNE WALL SECTIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.10 - WALL SECTIONS SCALE: 3/4" = 1'-0" A4.10 1 WALL SECTION-1 SCALE: 3/4" = 1'-0" A4.10 2 WALL SECTION-2 SCALE: 3/4" = 1'-0" A4.10 3 WALL SECTION-3 SCALE: 3/4" = 1'-0" A4.10 4 WALL SECTION-4 ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 GFI 48" AFF GFI 18" AFF 1 GFI 48" AFF GFI 18" AFF FF GFI 18" AFF GFI GFI GFI 48" AFF 1 B C 7' - 6 1/2" A4.11 2 5 4 3 P.F-1 P.F-2 W2 014 P.F-3 1' - 6" FINISH FACE 1' - 6" 7' - 6" 1' - 0" 3' - 0" 2' - 8" P.F-7 P.F-8 2' - 10" 3' - 0" P.F-10 MIRROR F.8 3' - 6" 2' - 10" P.F-9 3' - 0" 3' - 7" 3' - 6" MIN 1' - 0" MAX 3' - 6" 1' - 6" MIN 4' - 1" 2' - 8" P.F-6 P.F-4 P.F-5 P.F-7 B C FINISH FACE 1' - 6" 7' - 2 3/4" 8' - 2" A4.11 7 8 10 9 P.F-1 P.F-2 013 W2 W2 P.F-3 1' - 6" 2' - 10" 1' - 0 3/4" 3' - 0" 2' - 8" 3' - 0" 3' - 0" P.F-8 P.F-7 P.F-10 MIRROR F.8 3' - 0" 3' - 6" 1' - 6" MIN MAX 1' - 0" 3' - 6" MIN 2' - 8" 4' - 0" P.F-4 P.F-6 P.F-5 3' - 6" 2' - 10" P.F-9 A B 5' - 6 1/2" 4' - 2" FINISH FACE 1' - 6" 009 016 A4.11 12 14 13 15 W3 W3 P.F-1 P.F-2 P.F-3 W1 W1 W5 1' - 6" 3' - 0" 1' - 0" 2' - 8" 3' - 0" P.F-8 P.F-7 P.F-10 P.F-9 MIRROR F.8 P.F-6 3' - 6" MIN 1' - 6" MAX 3' - 6" MIN 1' - 0" 2' - 8" 4' - 0" 3' - 0" P.F-5 P.F-4 P.F-7 3' - 7" 3' - 6" P.F-9 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:34 PM A4.11 01/17/25 2024-009 C. BROWNE RESTROOM ENLARGED PLANS & INTERIOR ELEVATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.11 - RESTROOM ENLARGED PLANS & INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0" A4.11 1 RESTROOM-1 ENLARGED PLAN SCALE: 1/2" = 1'-0" A4.11 2 RESTROOM-1 NORTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 3 RESTROOM-1 EAST ELEVATION SCALE: 1/2" = 1'-0" A4.11 4 RESTROOM-1 SOUTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 5 RESTROOM-1 WEST ELEVATION SCALE: 1/2" = 1'-0" A4.11 6 RESTROOM-2 ENLARGED PLAN SCALE: 1/2" = 1'-0" A4.11 7 RESTROOM-2 SOUTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 8 RESTROOM-2 EAST ELEVATION SCALE: 1/2" = 1'-0" A4.11 9 RESTROOM-2 NORTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 10 RESTROOM-2 WEST ELEVATION SCALE: 1/2" = 1'-0" A4.11 11 EMPLOYEE RESTROOM ENLARGED PLAN SCALE: 1/2" = 1'-0" A4.11 12 EMPLOYEE RESTROOM EAST ELEVATION SCALE: 1/2" = 1'-0" A4.11 13 EMPLOYEE RESTROOM NORTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 14 EMPLOYEE RESTROOM SOUTH ELEVATION SCALE: 1/2" = 1'-0" A4.11 15 EMPLOYEE RESTROOM WEST ELEVATION GENERAL NOTES 1. ALL RESTROOMS TO HAVE TILE AT WET WALLS, PAINT AT ALL OTHER WALLS, & 4" TILE BASE THROUGHOUT. 2. ALL RESTROOMS TO HAVE 1 TOILET PAPER HOLDER PER STALL & 1 TOILET SEAT COVER DISPENSER PER STALL. 3. ALL RESTROOMS TO HAVE PAPER TOWEL DISPENSER AND/OR ELECTRIC HANDRYER. Restroom Accessories Type Mark Description Manufacturer Model Type Comments Type <varies> <varies> <varies> <varies> P.F-1 Commercial Wall-Mount Lavatory TOTO USA, Inc. LT307#01 22" x 27" P.F-2 Toilet_Elongated-Wall_WH_PE TOTO USA, Inc. MS614124CUF Bathroom Toilet-Domestic-3D P.F-3 9" Extra-Heavy-Duty Drain Zurn Industries, LLC Z508 6"x6" Strainer - 3" Drain P.F-4 Toilet Tissue Dispenser Bradley Corporation 5425 Toilet Tissue Dispenser P.F-5 Sanitary Napkin Disposal BOBRICK B-4353 wall mounted sanitary napkin disposal P.F-6 ADA STALL GRAB BARS STAINLESS STEEL Bobrick B-6806 GRAB BAR 18" VERTICAL P.F-7 ADA STALL GRAB BARS BOBRICK (1) B-5806x42, (1) B-5806x36 Grab Bar P.F-8 Seat Cover Dispenser Bradley Corporation 5831 Seat_Cover_Dispenser P.F-9 Bobrick B-262 Classic Series Surface Mounted Paper Towel Dispenser Bobrick Washroom Equipment, Inc. B-262 Paper-Towel Dospenser P.F-10 ClassicSeries® Surface-Mounted Soap Dispenser Bobrick B-2111 Soap Dispenser P.F-11 Purist(R) pull-out kitchen sink faucet with 8inch spout reach Kohler K-7505 Stainless Steel Kitchen Faucet_PE P.F-12 24inch x 18-2/7inch x 6inch under-mount single-bowl kitchen sink KOHLER Co. K-3894-NA Stainless Steel Under-Mount, NA-Stainless Steel ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 CL CL CL CL 1'-6" 1'-0" RECESSED SOAP DISH 4'-0" TO TOP OF HOOK FOR ADA MIXER CONTROL MOUNTING HEIGHT (1'-7" IF UNDER VANITY) 3'-4" MAX. FOR ADA 9" MIN. PER ADA SHOWER HEAD 4'-0" MAX. FOR ADA 4'-0" MAX. FOR ADA SOAP DISH BASKET 3'-2" MIN-. 4'-0" MAX. FOR ADA 3'-2" MIN-. 4'-0" MAX. FOR ADA 2'-0" 33" - 36" AFF 3'-6" 1'-6" 3'-0" 6'-10" 2'-0" 1'-5" MAX. ADA 4'-0" 3" 1'-2" 5'-0" SEE PLUMBING DOCS VARIES COURSE WITH TILE (2' - 4" MAX) 6'-5" 39" - 41" 5 '- 4" 4'- 3" @ VANITY 4'-0 MAX. ADA 2'-10" MAX. FOR ADA 5'-0" @ CORNER 44" MAX. FOR ADA 4-0" MAX. FOR ADA 4-0" MAX. FOR ADA 3'-6" SHOWER (TUB PER MANUF. REQUIREMENTS) 0' - 3 1/2" 0' - 6" 0' - 7" 0' - 11" KIMBERLY CLARK SUREPTOUCH 91934 CONFIRM DIMENSIONS WITH LAVATORY SIZE TO PROVIDE RECOMMENDED OVERLAP TO SINK EDGE SEE ID 8.16 7: DECK MOUNTED SOAP DISPENSER 4: SANITARY NAPKIN VENDOR 3: GRAB BARS 2: PAPER TOWEL DISPENSER & TRASH COMBO UNIT 1A & 1B: TOILET TISSUE HOLDER 1A: UNDERMOUNTED AT VANITY 1B: WALL-MOUNTED 5A: PARTITION-MOUNTED UNIT: SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (WOMEN/UNISEX RESTROOMS) 5B: PARTITION-MOUNTED UNIT/ADA: SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (WOMEN/UNISEX RESTROOMS) 5C: FULLY RECESSED SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (WOMEN/UNISEX RESTROOMS) 6A: PARTITION-MOUNTED UNIT: SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (MEN'S RESTROOMS) 6B: PARTITION-MOUNTED UNIT/ADA: SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (MEN'S RESTROOMS) 6C: FULLY RECESSED SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (MEN'S RESTROOMS) 8A: SHOWER ROD 8B: VERTICAL GRAB BAR SHOWER ROD SCHEDULE: 8A: 5 FT ROD (ADA GUESTROOM SHOWERS) 8B: 5 FT CURVED ROD AT TYPICAL SHOWER COMBO VERT. GRAB BAR 3" IN FROM OUTSIDE FACE OF TUB/SHOWER; 39"-41" FROM REAR WALL AT WATER CLOSET. TOWEL BAR SCHEDULE: 10A: 18 INCH TOWEL BAR 10B: 34 INCH TOWEL BAR 10C: 8 INCH TOWEL BAR 10D: 24 INCH DOUBLE TOWEL BAR 10E: TOILETRY SHELF 10F: 24 INCH HEAVY-DUTY TOWEL BAR PROVIDE PT BLOCKING BEHIND ALL TOWEL BARS LOCATED INSIDE OF SHOWERS (NOT REQUIRED AT TOWEL BARS DIRECTLY OVER VANITIES) 9A: SOAP DISH BASKET 9B: RECESSED SOAP DISH 10: TOILETRY SHELF 11: FOLDING SHOWER SEAT 21: DOUBLE ROBE HOOK 16: FOLD-DOWN CHANGING TABLE 17A: MIRROR 20: WALL-MOUNTED SOAP DISPENSER 17B: FULL-LENGTH MIRROR 18: MOP RACK 19: HAND DRYER 20: MIXING VALVES ADA URINAL/SCREEN ALL DISPENSING SLOT OR OPERATING MECHANISMS TO BE BELOW 4'-0" MAX AFF USED FROM BOTH SIDES, MOUNTS FLUSH ON ADA SIDE TO ALLOW CLEARANCE DO NOT MOUNT BEHIND GRAB BARS USED FROM BOTH SIDES; MOUNTS CENTERED THROUGH 1/2" - 2" TOILET PARTITIONS FULLY RECESSED USED FROM BOTH SIDES; MOUNTS CENTERED THROUGH 1/2" - 2" TOILET PARTITIONS USED FROM BOTH SIDES; MOUNTS CENTERED THROUGH 1/2" - 2" TOILET PARTITIONS FULLY RECESSED GRAB BAR SCHEDULE 3A: 12 IN LONG GRAB BAR 3B: 18 IN LONG GRAB BAR 3C: 24 IN LONG GRAB BAR 3D: 36 IN LONG GRAB BAR 3E: 42 IN LONG GRAB BAR 3F: L-SHAPED GRAB BAR; SEE ELEVATIONS GRAB BARS AND FASTENERS TO BE CAPABLE OF SUPPORTING A 250 POUND LOAD IN ANY DIRECTION ALONG IT'S LENGTH ALL DISPENSING SLOT OR OPERATING MECHANISM TO BE BELOW 4'-0" MAX ABOVE FINISHED FLOOR MOVE TO SIDE OF MIRROR FOR ADA 0' - 2 1/2" MAX 0' - 1 1/2" MAX 0' - 3" MAX SEAT LENGTH EXTENDS WITHIN 3 INCHES OF EDGE OF SHOWER FROM SEAT WALL RANGE: 15" - 16" FROM SEAT WALL RANGE: 15" - 16" SEAT HEIGHT RANGE: 17" - 19" ABOVE BATHROOM FLOOR FINISH PROVIDE WOOD BLKG BEHIND SEAT TO ANCHOR SECURELY FULLY RECESSED STAINLESS STEEL CHANGING STATION. MOUNT AT 33" TO TOP OF FOLD-DOWN TABLE. 20: WALL MOUNTED SOAP DISP. 17A: MIRROR LOCATED CENTERLINE OF DISPENSER AT 7" - 9" FROM FRONT LIP OF WATER CLOSET. VERIFY WATER CLOSET DEPTH (APPROX 27") LOCATE CENTERLINE OF DISPENSER 7" - 9" FROM FRONT LIP OF WATER CLOSET. VERIFY WATER CLOSET DEPTH (APPROX 27") 5' - 0" 5" FOR ADA 1'-6" MIN. 4' - 0" TOP OF CONTROL FINISHED FLOOR SEE PLANS AND ELEVATIONS FOR SPECIFIC CRITERIA PER APPLICATION FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR PROVIDE WOOD BLOCKING BEHIND GRAB BARS TOP OF CONTROL ALL DISPENSING SLOT OR OPERATING MECHANISM TO BE BELOW 4'-0" MAX ABOVE FINISHED FLOOR TOP OF CONTROL 1'-3" MIN. FOR ADA PROVIDE PT BLOCKING BEHIND ALL GRAB BARS TOP OF DISH TOP OF BAR TOP OF BAR PLAN ELEV BOTTOM EDGE OF REFLECTING SURFACE INSULATE OR PROTECT EXPOSED PIPES FROM CONTACT BOTTOM EDGE OF REFLECTING SURFACE 35" MAX. PER ADA 6'-2" MIN. PER ADA PROVIDE PT BLOCKING TOP OF CONTROL TOP OF CONTROL MAX 0' - 6" MIN 0' - 8" MIN 1' - 5" MIN 0' - 9" MIN 2' - 3" ADA MINIMUM CLEARANCE MAX 2' - 10" 3'-4" MAX FOR ADA 4' - 0" PROVIDE PT BLOCKING BEHIND ALL SHOWER RODS 18" MIN. A.F.F. 1' - 6" TO GRIPPING SURFACE 7" - 9" FROM FRONT OF TOILET 11: TOWEL BARS 5' - 5" BLOCKING SUPPORT (TYP.) TOP OF GRAB BAR 33" MIN. - 36" MAX. BLOCKING SUPPORT (TYP.) T.P. DISPENSER LOCATION AREA MIN. 1' - 3" 39" MIN. 41" MAX. MAX. 1' - 0" MIN. 3' - 6" 39" MIN. - 41" MAX. MIN. 1' - 6" MIN. 2' - 0" MIN. 1' - 0" 3' - 0" MIN. 16" MIN 18" MAX T.O. SEAT 17" MIN.-19" MAX. WATER CLOSET 7" MIN.-9" MAX MIN. 1 1/2" TOP OF GRAB BAR 33" MIN.- 36" MAX. CL MIN. 4' - 6" FLUSH CONTROLS ON OPEN SIDE * 17"-19" PER ADA FOR AMBULATORY TOILET COMPARTMENT Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/22/2025 10:14:07 AM A4.12 01/17/25 2024-009 C. BROWNE TOILET ACCESSORIES MOUNTING HEIGHTS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.12 - TOILET ACCESSORIES MOUNTING HEIGHTS ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 SCALE: 3/4" = 1'-0" A4.12 1 ACCESSIBLE ACCESSORIES MOUTING HEIGHTS SCALE: 3/8" = 1'-0" A4.12 2 ADA TOILET & GRAB BARS - WALL MTD.1 DISPLAY MONITOR 4' - 6" 4' - 6" 7' - 7" F.5 F.5 F.5 7' - 0" 010 015 F.5 F.5 F.5 020 006 007 L3 019 3' - 0" 1' - 7" 2' - 11" P.F-11 KE-3 KE-2 2" 2' - 0" 2' - 0" W4 KE-1 P.F-12 2' - 6" 1' - 2" IT SERVER CABINET 2' - 0" 2' - 0" 2' - 6" 1' - 8" 2' - 10" 2' - 11" 4' - 0" 2' - 0" 2" 1' - 7" 1' - 0"1' - 0"1' - 0"1' - 0" 5' - 0" 1' - 0"1' - 0"1' - 0" W1 LEVEL 01 0' - 0" 3' - 1 1/4" 6' - 1 1/2" 8' - 0" 020 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:47 PM A4.13 01/17/25 2024-009 C. BROWNE INTERIOR ELEVATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.13 - INTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" A4.13 1 LOBBY/WAITING EAST ELEVATION SCALE: 1/4" = 1'-0" A4.13 2 LOBBY/WAITING WEST ELEVATION SCALE: 1/4" = 1'-0" A4.13 3 BREAK ROOM WEST ELEVATION SCALE: 1/4" = 1'-0" A4.13 4 BREAK ROOM EAST ELEVATION SCALE: 1/4" = 1'-0" A4.13 5 TICKET NORTH ELEVATION SCALE: 1/4" = 1'-0" A4.13 6 STORAGE EAST ELEVATION KITCHEN EQUIPMENT SCHEDULE (EQ) Mark Description MFR Model Comments KE-1 15" Electric Cooktop with 2 Radiant Elements KitchenAid KECC056RBL KE-2 30" 1000-Watt Microwave Hood Combination KitchenAid KMHS120ESS KE-3 Undercounter Refrigerator KitchenAid KURR314KSS SCALE: 1/4" = 1'-0" A4.13 7 WEST STOREFRONT ELEVATIONTION ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 IMPORTANT NOTE: SEATING SHOWN FOR REFERENCE ONLY. LOBBY SEATING TO BE PROVIDED BY OWNER 1/2" PREFORMED EXPANSION JOINT SEE HARDSCAPE DRAWINGS FOR EXTERIOR FINISH FOUNDATION DRAINAGE MAT SEE INTERIOR DRAWINGS FOR FLOOR FINISH UNDER SLAB VAPOR BARRIER 2" COMPACTED AGGREGATE 5" STOREFRONT DOOR - SEE DOOR SCHEDULE CRASHED GRAVEL ACCESSIBLE THRESHOLD INTEGRAL TO STORFRONT DOOR SYSTEM ? ALUMINUM DOOR AT STOREFRONT SYSTEM CORNER BEAD GLAZED ALUMINUM STOREFRONT SYSTEM CONT. SEALANT AND BACKER ROD 5/8" GYPSUM WALL BOARD 0' - 7 1/2" 3/4" CEMENTITIOUS PLASTER 8" CONCRETE WALL (SEE STRUCTURAL FOR LINTEL & REINFORCING) WOOD BLOCKING CONT. SEALANT AND BACKER ROD STO DRIP EDGE PROFILE CORNER BEAD 10" @ SIM 7 1/2" GLAZED ALUMINUM STOREFRONT METAL STUD WALL W/ INSULATION 0' - 3" 8" CONCRETE WALL (SEE STRUCTURAL) 3/4" CEMENTITIOUS PLASTER CONT. SEALANT & BACKER ROD 5/8" GYPSUM WALL BOARD 1/2" PREFORMED EXPANSION JOINT 4" CONCRETE SLAB, SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DRAWINGS FOUNDATION DRAINAGE MAT SEE INTERIOR DRAWINGS FOR FLOOR FINISH UNDER SLAB VAPOR BARRIER 4" MIN. COMPACTED AGGREGATE GLAZED ALUMINUM STOREFRONT SILICONE EXTRUSION SET IN CONTINUOUS SEALANT BED CONT. SEALANT AND BACKER ROD CRUSHED GRAVEL FILTER FABRIC FOUNDATION DRAIN WOOD BLOCKING AS REQUIRED JOINT SEALANT FOUNDATION (SEE STRUCTURE) CORNER BEAD GLAZED DOOR CONT. SEALANT AND BACKER ROD 5/8" GYPSUM WALL BOARD 3/4" CEMENTITIOUS PLASTER 8" CONCRETE WALL (SEE STRUCTURAL FOR LINTEL & REINFORCING) WOOD BLOCKING CONT. SEALANT AND BACKER ROD STO DRIP EDGE PROFILE Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:51 PM A4.21 01/17/25 2024-009 C. BROWNE BUILDING DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A4.21 - BUILDING DETAILS SCALE: 3" = 1'-0" A4.21 1 STOREFRONT DOOR - SILL DETAIL SCALE: 3" = 1'-0" A4.21 2 STOREFRONT DOOR - JAMB DETAIL SCALE: 3" = 1'-0" A4.21 3 STOREFRONT - HEAD DETAIL SCALE: 3" = 1'-0" A4.21 4 STOREFRONT - JAMB DETAIL SCALE: 3" = 1'-0" A4.21 5 STOREFRONT - SILL DETAIL SCALE: 3" = 1'-0" A4.21 6 STOREFRONT DOOR - HEAD DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 STRUCTURE ABOVE CONTINUOUS ACOUSTICAL SEALANT EACH SIDE CONTINUOUS STEEL RUNNER (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE PLAN BASE HEAD STEEL STUD FRAMING SOUND ATTENUATION BLANKET AS SCHEDULED BELOW, INSTALL ONLY WHERE INDICATED IN FLOOR PLANS BY WALL TAG WITH "S" MODIFIER 7 1/4" OVERALL DIMENSION CONTINUOUS STEEL RUNNER TOP OF STRUCTURAL SLAB STRUCTURE ABOVE CONTINUOUS ACOUSTICAL SEALANT EACH SIDE CONTINUOUS STEEL RUNNER (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE PLAN BASE HEAD STEEL STUD FRAMING SOUND ATTENUATION BLANKET AS SCHEDULED BELOW, INSTALL ONLY WHERE INDICATED IN FLOOR PLANS BY WALL TAG WITH "S" MODIFIER CONTINUOUS STEEL RUNNER TOP OF STRUCTURAL SLAB OVERALL DIMENSION 4 7/8" STRUCTURE ABOVE CONTINUOUS STEEL RUNNER (1) LAYER OF 5/8" GYPSUM BOARD PLAN BASE HEAD STEEL STUD FRAMING SOUND ATTENUATION BLANKET AS SCHEDULED BELOW, INSTALL ONLY WHERE INDICATED IN FLOOR PLANS BY WALL TAG WITH "S" MODIFIER CONTINUOUS STEEL RUNNER TOP OF STRUCTURAL SLAB OVERALL DIMENSION 3 1/8" STEEL CHANNEL BRIDGING @ 48" O.C. VERTICALLY Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:53 PM A5.00 01/17/25 2024-009 C. BROWNE PARTITION TYPES LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A5.00 - PARTITION TYPES SCALE: 1" = 1'-0" A5.00 2 WALL TYPE 2 - 6" STEEL STUD SCALE: 1" = 1'-0" A5.00 3 WALL TYPE 3 - 3 5/8" STEEL STUD SCALE: 1" = 1'-0" A5.00 1 WALL TYPE 1 - 2 1/2" STEEL FURRING ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 "H" "W" "W" "H" "H" "W" "W" "H" "W" "H" "W" "H" Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:55 PM A5.02 01/17/25 2024-009 C. BROWNE WINDOW SCHEDULE LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A5.02 - WINDOW SCHEDULE WINDOW SCHEDULE Type Mark Width Height Count Sill Height Comments W1 3' - 0" 3' - 10" 1 3' - 0" W2 3' - 0" 4' - 4" 4 3' - 6" W3 6' - 0" 2' - 4" 2 7' - 8" W4 6' - 0" 4' - 4" 1 3' - 6" W5 9' - 0" 2' - 4" 1 7' - 8" WINDOW DETAILS WINDOW TYPES LOUVER DETAILS FIXED WINDOW W1 W2 W3 LOUVER TYPES Louver Schedule Type Mark Description Width Height Sill Height Manufacturer Model Comments L1 Adjustable Louver.J-Style 70° angle. Extruded Aluminium 3' - 0" 3' - 0" 4' - 10" Ruskin ELM90 L2 Adjustable Louver.J-Style 70° angle. Extruded Aluminium 2' - 0" 7' - 0" 0' - 8" Ruskin ELM90 L3 Adjustable Louver.J-Style 70° angle. Extruded Aluminium 3' - 0" 7' - 0" 0' - 8" Ruskin ELM90 SLIDING WINDOW W4 SLIDING WINDOW SLIDING WINDOW FIXED WINDOW W5 ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 H 2" 2" W 2" 4" H 2" W 2" DOOR FRAME TYPES LEGEND SINGLE DOOR FRAME HOLLOW METAL, 01 SINGLE DOOR FRAME HOLLOW METAL, WITH 4" HEAD 02 DOUBLE DOOR FRAME HOLLOW METAL 03 2" H 2" W 2" DOUBLE DOOR FRAME HOLLOW METAL, WITH 4" HEAD 04 2" W 2" 4" H NOTE: COORDINATE FRAME SIZES WITH SCHEDULED DOOR PANEL SIZES EQ EQ EQ EQ FOR ALL DOORS IN A CONCRETE WALL,CMU WALL, OR ANY WALL TYPE WITH BRICK VENEER. DOOR TYPES LEGEND DOOR TYPES LEGEND KEY: NOTE: ADD "S" PREFIX FOR SINGLE DOOR; ADD "D" PREFIX FOR DOUBLE DOORS; ALL DOOR TO BE MEDIUM STILE DOOR F FLUSH RP RAISED PANEL FG FULL GLASS FL FULL LOUVER R ROLLING OVERHEAD N NARROW LITE FGD FULL GLASS FD FLUSH FWD FLUSH WIDE W WOOD VESTIBULE CONCRETE MASONRY UNIT PARTITION - CONCRETE WALL @ SIM SEALANT, TYP HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE 1/4" 2" SPOT GROUT ATJAMB ANCHOR DOOR - REFER TO DOOR SCHEDULE EQ VARIES EQ CONCRETE MASONRY UNIT PARTITION SEALANT, TYP HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE SPOT GROUT AT JAMB ANCHOR DOOR - REFER TO DOOR SCHEDULE STEEL STUD FRAMED PARTITION VARIES VARIES 2 3/8" 2" STEEL STUD FRAMED PARTITION SPOT GROUT AT JAMB ANCHORS SEALANT, TYP 2" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 1/2" 1/2" ADDITIONAL GYP. LAYER AT SIM. CONDITION STEEL STUD FRAMED PARTITION SPOT GROUT AT JAMB ANCHORS SEALANT, TYP 2" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 1/2" 1/2" ACOUSTICAL INSULATION AT SCHEDULED SOUND RATED PARTITIONS STEEL STUD FRAMED PARTITION SPOT GROUT AT JAMB ANCHORS SEALANT, TYP 2" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 1/2" 1/2" ACOUSTICAL INSULATION AT SCHEDULED SOUND RATED PARTITIONS ? SCHEDULED PARTITION 2" 5/8" 2" 2" WOOD TRIM ON METAL FRAME WHERE NOTED (SEE ID) CONCRETE MASONRY UNIT PARTITION CONCRETE WALL @ SIM SEALANT, TYP 1/4" 4" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE EQ VARIES EQ CONCRETE MASONRY UNIT PARTITION SEALANT, TYP 4" 1/4" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE STEEL STUD FRAMING PARTITION VARIES VARIES 2 3/8" STEEL STUD FRAMED PARTITION SEALANT, TYP HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 2" 1/2" ADDITIONAL GYP. LAYER AT SIM. CONDITION STEEL STUD FRAMED PARTITION SEALANT, TYP 2" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 1/2" 1/2" ACOUSTICAL INSULATION AT SCHEDULED SOUND RATED PARTITIONS STEEL STUD FRAMED PARTITION SEALANT, TYP 2" HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE DOOR - REFER TO DOOR SCHEDULE PARTITION THICKNESS COORDINATE WITH 1/2" 1/2" ACOUSTICAL INSULATION AT SCHEDULED SOUND RATED PARTITIONS ? SCHEDULED PARTITION 2" 2" 2" 7' - 0" T.O. ROUGH OPENING WOOD TRIM ON METAL FRAME WHERE NOTED (SEE ID) Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:58 PM A5.03 01/17/25 2024-009 C. BROWNE DOOR SCHEDULE & DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A5.03 - DOOR SCHEDULE & DETAILS DOOR SCHEDULE NO. ROOM NAME PANEL FRAME FIRE RATING COMMENTS TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH HARDWARE SET TYPE MATERIAL FINISH 006 TICKET N 3' - 0" 7' - 6" 0' - 1 3/4" SCW STAIN HS-10 01 HM PAINT ACCESS CONTROL DOOR 007 MANAGER N 3' - 0" 7' - 6" 0' - 1 3/4" SCW STAIN HS-10 01 HM PAINT ACCESS CONTROL DOOR 009 EMPLOYEE RESTROOM F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-13 01 HM PAINT 010 VESTIBULE F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-4 01 HM PAINT ACCESS CONTROL DOOR 011 PUMP ROOM FL 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-4 01 HM PAINT DOOR CUT SHOULD BE 3/4" 012 UTILITY ROOM FL 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-4 01 HM PAINT 013 RESTROOM-2 F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-13 01 HM PAINT 014 RESTROOM-1 F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-13 01 HM PAINT 015 STORAGE F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-11 01 HM PAINT 016 EMPLOYEE RESTROOM F 3' - 0" 7' - 6" 0' - 1 1/2" HM PAINT HS-13 01 HM PAINT 017 HALLWAY F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-14 01 HM PAINT ACCESS CONTROL DOOR 018 LOBBY/WAITING F 3' - 0" 7' - 6" 0' - 1 3/4" HM PAINT HS-14 01 HM PAINT 019 BREAK ROOM N 6' - 0" 7' - 6" 0' - 1 3/4" SCW STAIN HS-12 01 HM PAINT 020 LOBBY/WAITING FGD 6' - 1 1/2" 7' - 7" ALUM/GLASS FACTORY HS-1 ALUM ALUM FACTORY DOOR TYPES AND DOOR FRAME TYPES DOOR JAMB DETAILS DOOR HEAD DETAILS SCALE: 3" = 1'-0" A5.03 1 DOOR JAMB DTL - CMU / CONCRETE SCALE: 3" = 1'-0" A5.03 2 DOOR JAMB DTL - CMU / MTL STUD SCALE: 3" = 1'-0" A5.03 3 DOOR JAMB DTL - MTL STUD SCALE: 3" = 1'-0" A5.03 4 DOOR JAMB DTL - MTL STUD SOUND RATED SCALE: 3" = 1'-0" A5.03 5 DOOR JAMB DTL - MTL STUD SOUND RATED SCALE: 3" = 1'-0" A5.03 6 RESTROOM DOOR - JAMB SCALE: 3" = 1'-0" A5.03 7 DOOR HEAD DTL - CMU / CONCRETE SCALE: 3" = 1'-0" A5.03 8 DOOR HEAD DTL - CMU / MTL STUD SCALE: 3" = 1'-0" A5.03 9 DOOR HEAD DTL - MTL STUD SCALE: 3" = 1'-0" A5.03 10 DOOR HEAD DTL - MTL STUD SOUND RATED SCALE: 3" = 1'-0" A5.03 11 DOOR HEAD DTL - MTL STUD SOUND RATED SCALE: 3" = 1'-0" A5.03 12 RESTROOM DOOR - HEAD ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 STONE THRESHOLD DOUBLE BEVEL W/ 2:1 SLOPE LVT - RESILIENT FLOORING OR CARPET THIN SET MORTAR WIDTH TO ALIGN WITH DOOR FRAME TILE FLOORING 1/4" MAX TILE FLOORING THIN SET MORTAR SCHLUTER STRIP-SCHIENE GROUT TILE FLOORING CONCRETE SLAB TILE FLOORING THIN SET MORTAR SCHLUTER STRIP- RENO-U SEALED CONCRETE CONCRETE SLAB CERAMIC TILE FLOORING THIN SET MORTAR SCHLUTER STRIP- RENO-U RESILIENT FLOORING 0' - 0 1/2" MAX CONCRETE SLAB KEYED EDGE EPOXY FLOORING 3/8” 1-1/2” ELAST-O-COAT (20MIL) Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/21/2025 11:35:58 PM A8.01 01/17/25 2024-009 C. BROWNE TYPICAL THRESHOLD DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A8.01 - TYPICAL THRESHOLD DETAILS SCALE: 6" = 1'-0" A8.01 1 THRESHOLD - BATHROOM TILE TO CARPET OR LVT SCALE: 6" = 1'-0" A8.01 2 THRESHOLD - CERAMIC TILE TO CERAMIC TILE - SCHLUTER STRIP SCALE: 6" = 1'-0" A8.01 3 THRESHOLD - CERAMIC TILE TO CONCRETE SCALE: 6" = 1'-0" A8.01 4 THRESHOLD - CERAMIC TILE TO RESILIENT FLOORING - SCHLUTER STRIP SCALE: 1 1/2" = 1'-0" A8.01 5 EPOXY FLOORING DRAIN DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Termial_Arch_r24.rvt 1/22/2025 10:14:11 AM A9.13 01/17/25 2024-009 C. BROWNE ROOF TYPICAL DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: A9.13 - ROOF TYPICAL DETAILS SCALE: 1" = 1'-0" A9.13 1 DRAIN FLASHING SCALE: 1" = 1'-0" A9.13 2 BASE FLASHING SCALE: 1" = 1'-0" A9.13 3 COVER BOARD JOINT DETAIL SCALE: 1" = 1'-0" A9.13 4 CURB FLASHING SCALE: 1" = 1'-0" A9.13 5 HORIZONTAL TO VERTICAL EXPANSION JOINT SCALE: 1" = 1'-0" A9.13 6 IRREGULAR PENETRATION FLASHING SCALE: 1" = 1'-0" A9.13 7 METAL EDGE SCALE: 1" = 1'-0" A9.13 8 PIPE_CONDUIT FLASHING SCALE: 1" = 1'-0" A9.13 9 ROOF ZONE LAYOUT SCALE: 1" = 1'-0" A9.13 10 THRU-WALL SCUPPER SCALE: 1" = 1'-0" A9.13 11 WALL FLASHING w METAL CAP ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT 01/17/2025 TIE BEAMS: LINTELS & SILLS: DESIGN LOADS: SHOP DRAWING REVIEW: FOUNDATIONS: GENERAL: CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS: FORMWORK AND SHORING: REINFORCING STEEL: WELDED WIRE FABRIC: CONCRETE: POST-INSTALLED ANCHORS: MASONRY WALLS: ABBREVIATIONS SUBMITTALS: STRUCTURAL STEEL: SHEAR STUD CONNECTORS: WELDING: STEEL DECK: WIND DESIGN CRITERIA COMPONENT AND CLADDING WIND PRESSURES ROOF WALLS MASONRY WALLS (CONT'D): PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. MASONRY OPENINGS LESS THAN 12 FEET SHALL BE SPANNED WITH 16" DEEP CONCRETE LINTELS WITH 2#5 REINFORCING BARS TOP AND BOTTOM. MASONRY OPENINGS LESS THAN 8 FEET SHALL BE SPANNED WITH 12" DEEP CONCRETE LINTELS WITH 2#5 REINFORCING BARS TOP AND BOTTOM. MASONRY OPENINGS LESS THAN 6 FEET SHALL BE SPANNED WITH 8" DEEP CONCRETE LINTELS WITH 2#5 REINFORCING BARS BOTTOM. LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE(IBC) 2021 FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF LIVE LOAD: 20 PSF WIND: ASCE 7-16 165 MPH REGION EXPOSURE 'C' CATEGORY II IMPORTANCE FACTOR, I = 1.00 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL FRAMING SHOWN ON THESE DRAWINGS INCLUDING, BUT NOT LIMITED TO: CONCRETE MIXES, CONCRETE AND MASONRY REINFORCING, STRUCTURAL STEEL AND CONNECTIONS, STEEL DECK, LIGHT GAGE FRAMING, WOOD ROOF TRUSS/RAFTER FRAMING STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL. SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF CHANGES OR SUBSTITUTIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE GOOD QUALITY REPRODUCIBLE AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE REPRODUCIBLES AS REQUIRED FOR DISTRIBUTION. ENGINEER'S REVIEW STAMP WILL BE PROVIDED TO CONTRACTOR IN ELECTRONIC FORMAT AND SHALL BE APPLIED TO ALL DRAWINGS PRIOR TO SUBMITTAL. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. TO CONFORM TO ASTM A 185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 3000 PSI FOR FOUNDATIONS AND SLABS ON GRADE, TIE-BEAMS AND TIE COLUMNS. 4000 PSI FOR STRUCTURAL BEAMS AND COLUMNS AS INDICATED. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK UP DATA AS PER CHAPTER 5 OF ACI 318. 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. 3. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE LISTED BELOW, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. 6. ACCEPTABLE PRODUCTS ARE: A. EXPANSION ANCHORS FOR NON-CRACKED CONCRETE ONLY: - WEDGE-ALL (WA), BY SIMPSON STRONG-TIE - KWIK BOLT 3, BY HILTI B. CRACKED CONCRETE MECHANICAL ANCHORS: - STRONG-BOLT (STB), BY SIMPSON STRONG-TIE - KWIK BOLT (TZ), BY HILTI C. SCREW ANCHORS: - TITEN HD (THD), BY SIMPSON STRONG-TIE - HUS-H, BY HILTI D. ADHESIVE ANCHORS: a) FOR ANCHORING INTO SOLID BASE MATERIAL (CONCRETE AND GROUT-FILLED CMU): - ACRYLIC-TIE (AT) - SET EPOXY-TIE (SET) WITH RETROFIT BOLTS (RFB), BY SIMPSON STRONG-TIE - HIT RE 500, BY HILTI b) FOR ANCHORING INTO HOLLOW BASE MATERIAL (HOLLOW CMU): - CONTACT ENGINEER OF RECORD PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C 270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C 476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1 1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, WALL ENDS, EACH SIDE OF OPENINGS, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITH TIE COLUMNS "TC" OR STRUCTURAL COLUMNS "C" AS NOTED ON THE PLANS. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. FOR JOINT REINFORCEMENT, WALL TIES, ANCHORS AND INSERTS, APPLY A MINIMUM COAT OF 1.5 OUNCES PER SQUARE FOOT (PSF) (458/G/M2) COMPLY WITH THE REQUIREMENTS OF ASTM A153, CLASS B. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. PROVIDE 8" X 8" MASONRY BEAM WITH 2 #5 CONT. AT EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. MINIMUM LAP SPLICES FOR REINFORCED CMU PER 2007 FBC WITH 2009 SUPPLEMENTS SECTION 2107: LAP SPLICES THAT OCCUR AT CANTILEVERED WALLS SUCH AS: PARAPETS, RETAINING WALLS, ETC. SHALL HAVE LAP SPLICE LENGTHS INCREASED BY 50% TO 72 BAR DIAMETERS. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. FOR BALCONIES, SLABS AND WALKWAYS EXPOSED TO WEATHER ALL REINFORCING STEEL (TOP AND BOTTOM) AS WELL AS SPACERS AND OTHER DEVICES FOR SPACING, SUPPORTING AND FASTENING REINFORCING SHALL BE GALVANIZED CONFORMING TO ASTM A767. BOLSTERS AND CHAIRS TO BE PLASTIC. CONCRETE PLACED IN THESE AREAS TO HAVE .40 W/C RATIO MAXIMUM AND CONTAIN 2.5 GALLONS OF CALCIUM NITRATE PER CUBIC YARD. REBAR COVER TO BE 1.5" MINIMUM. L - ANGLE LG LW - LONG - METAL - PLATE NTS PLF PSF OC OPNG PART PL MTL MIN MISC NIC NS MFR MAT'L MAX MECH'L MAS MO - MATERIAL - MINIMUM - MECHANICAL - MAXIMUM - MASONRY - NEAR SIDE - ON CENTER - OPENING - PARTITION - MANUFACTURER - MASONRY OPENING - MISCELLANEOUS - NOT TO SCALE - NOT IN CONTRACT - POUNDS PER LINEAR FOOT - POUNDS PER SQUARE FOOT - LONG WAY REM - SLOPE - ROOM - SIMILAR - SPIRAL - STEEL SW STL STRUCT'L SECT SIM STD SQ SP SL REQ'D REV SCHED RM RO - RISER/RADIUS REINF R PT - REMAINDER - ROUGH OPENING - REQUIRED - STANDARD - SECTION - SQUARE - SCHEDULE - STRUCTURAL - REVISED/REVISION - SHEARWALL/SHORT WAY - REINFORCING - PRESSURE TREATED - WITH WWF UNO VERT WP W/ - TREAD/TRUSS T/ TEMP TYP TR T/O TC - UNLESS NOTED OTHERWISE - VERTICAL - WORK POINT - WELDED WIRE FABRIC - TIE COLUMN - TOP OF - THRU OUT - TYPICAL - TEMPERATURE - TIE BEAM TB - POUNDS PER SQUARE INCH PSI - APPROXIMATELY - ALTERNATE - ANCHOR BOLT AB APPROX ALT - BUILDING - ARCHITECTURAL - CONTRACTOR - CONTINUOUS - CONFIGURATION - CONCRETE - CENTERLINE - CAST IN PLACE CJ CL CIP CMU COL CONC CONFIG CONT CONTR CLR CTR - CENTER - COLUMN - CLEAR BM B/ ARCH'L BLDG BOTT BRG C/C - BOTTOM - BEAM - BEARING - BOTTOM OF DET - DETAIL - ELEVATION - ELEVATION - EXPANSION JOINT - EACH FACE - DIMENSION - DIAMETER - EXPANSION - EACH WAY EW FIN EXIST EXP FLR - FLOOR - FINISH - EXISTING DIA DN DIM EA EJ EL EF DWG ELEV DR EQ - EACH - EQUAL - DRAWING - DOOR/DRAIN - DOWN EE - EACH END - FAR SIDE - INTERIOR - INFORMATION - ISOLATION JOINT - HIGH POINT - HORIZONTAL - GALVANIZED HP IJ HORIZ INT JT KJ INFO - JOINT FS GA FT FOM FTG GALV - GAGE - FOOTING - FOOT HDG - FOUNDATION FND DBL - DOUBLE - FACE OF MASONRY - CONSTRUCTION JOINT - CONTRACTION JOINT - CENTER TO CENTER - CONCRETE MASONRY UNIT - HOT DIPPED GALVANIZED LP - LOW POINT - ARCHITECT ARCH W/O - WITHOUT CC - CONCRETE COLUMN - SLAB-ON-GRADE SOG JR - JAMB REINFORCING WD - WOOD - HIP GIRDER HG OH - OPPOSITE HAND PART'L - PARTIAL EOS - EDGE OF SLAB BC - BOTTOM CHORD PAF - POWDER ACTUATED FASTENERS EXT - EXTERIOR - ENGINEER ENGR - IRREGULAR IRR - HOOK HK RQMTS - REQUIREMENTS - REGULAR REG LLV - LONG LEG VERTICAL LLH - LONG LEG HORIZONTAL - HIGH STRENGTH HS SS - STAINLESS STEEL - GENERAL CONTRACTOR GC EOR - ENGINEER OF RECORD KLF - KIPS PER LINEAR FOOT KIP(s) - 1000 POUNDS K - KIP(s) ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR." ARE TO CENTER OF STEEL. CLEAR COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS NOTED BELOW, U.N.O. ON PLANS OR DETAILS. EXPOSURE CONDITION: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER (INCLUDES SLABS ON GRADE) NO. 5 AND SMALLER NO. 6 AND LARGER NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND STRUCTURAL SLABS, WALLS, JOISTS NO. 11 AND SMALLER BEAMS, COLUMNS (PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS) ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 POUNDS PER CUBIC FOOT USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33 U.N.O. LARGEST NOMINAL AGGREGATE SIZE SHALL BE 1-1/2" OR GREATER FOR SLABS ON GRADE AND 3/4" OR GREATER FOR ALL OTHER CONCRETE U.N.O. MAX. SLUMP SHALL BE 5 INCHES. MIX WATER SHALL BE CLEAN AND POTABLE. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT WITH EARTH. TYPE II CEMENT MAY BE USED ELSEWHERE. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (AS APPLICABLE) U.N.O. REINFORCING STEEL MASONRY GROUT AND MORTAR MIX DESIGNS CONCRETE MIX DESIGNS ROOF FRAMING PLAN CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. CONTRACTOR'S REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH CONTRACT DOCUMENTS. FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1) COPY SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S CORRECTIONS ON ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR THE ENGINEER'S RECORDS. ALLOW FIVE (5) TO TEN (10) WORKING DAYS FOR THE ENGINEER'S REVIEW. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT DRAWINGS OR SPECIFICATIONS. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR ENGINEER'S REVIEW. BEAMS WITH THE PREFIX "TB" AND/OR "*" SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN ACCORDANCE WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED). FLOOR LIVE LOAD: 50 PSF CISTERN TOP SLAB LIVE LOAD: 100 PSF STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500, GRADE B, Fy = 46 KSI. STRUCTURAL PIPE SHALL CONFORM TO ASTM A 53 GRADE B, TYPE E OR S, Fy = 35 KSI. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU-PLATE TYPE UNLESS SHOWN OTHERWISE. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 STUD WELDING. WHERE STUDS ARE PART OF A COMPOSITE FLOOR SYSTEM, STUD WELDING SHALL BE BY AUTOMATIC WELDING EQUIPMENT ONLY. HAND WELDING OF STUDS IS NOT ALLOWED. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 PSI., AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A 325-N HIGH STRENGTH BOLTS. CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307 OR A 36 (THREADED ROD). ALL BOLTED CONNECTIONS SHALL BE VISUALLY INSPECTED. TWENTY FIVE PERCENT OF ALL SLIP CRITICAL BOLTED CONNECTIONS SHALL BE TESTED. WELDS SHALL BE VISUALLY INSPECTED WITH 25% ULTRASONIC TESTED UNLESS NOTED OTHERWISE. HEADED STUDS AND AUTOMATIC WELDED DOWELS SHOWN ON PLANS OR DETAILS SHALL BE BY NELSON STUD WELDING, INC., PER ICC ER-2614 AND ICC ER-5217, RESPECTIVELY. STUDS SHALL HAVE FLUXED ENDS AND BE AUTOMATICALLY END-WELDED WITH SUITABLE EQUIPMENT (NO FILLET WELDING OF STUDS PERMITTED U.N.O.) AT SPACINGS INDICATED ON THE PLANS OR DETAILS. WELDING OF STUDS SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 AND AWS C5.4. HEADED STUDS AND AUTOMATIC WELDED DOWELS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY ARE OF EQUIVALENT CAPACITY FOR THE INTENDED APPLICATION AND HAVE CURRENT ICC APPROVAL ROLLED SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED RUST INHIBITIVE PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES (ANGLES, PLATES, ETC.). 40' SPAN OR LESS - CAMBER = STEEL BEAMS SHALL HAVE THE FOLLOWING CAMBERS UNDER THEIR OWN WEIGHTS: 1.5", 20 GA. TYPE VL METAL DECK GALVANIZED AS SHOWN ON ROOF PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. 2" METAL DECK IS TO BE ATTACHED TO STRUCTURAL STEEL SUPPORTS WITH 5/8" DIAMETER PUDDLE WELDS (MINIMUM OF 5 WELDS PER SHEET PER BEAM). SIDE JOINTS SHALL BE FASTENED TOGETHER WITH #10 SELF DRILLING SCREWS AT MID SPAN BETWEEN SUPPORTS MINIMUM OF 3 PER SPAN), UNLESS INDICATED OTHERWISE ON THE DRAWINGS. STRUCTURAL STEEL BOLTS, ANCHORS, ETC., SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES U.N.O: COMPONENT: STANDARD: BOLTS ASTM A325 OR ASTM A490 WHERE NOTED NUTS ASTM A563 WASHERS ASTM F436 ANCHOR RODS ASTM F1554, GRADE 36 OR GRADE 55 WHERE NOTED (GRADE 55 RODS SHALL COMPLY WITH WELDABILITY SUPPLEMENT S1) WASHERS (AT ANCHOR RODS) ASTM A36 OR ASTM F844 (USS STANDARD) (F844 WASHERS PERMITTED ONLY FOR 3/4" DIA. RODS AT 1 1/16" MAX. DIA. HOLES IN BASE PLATE WHERE NO WELD REQ'D. BETWEEN WASHER AND BASE PLATE) ALL BOLTS SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION) U.N.O. HIGH-STRENGTH BOLT ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD U.N.O. ALL BOLTS IN SLOTTED OR OVERSIZED HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED WASHERS. ALL CONNECTIONS INVOLVING WOOD MEMBERS, INCLUDING THOSE WITH THREADED ROD, THREADED STUDS, FOUNDATION ANCHOR BOLTS, THRU-BOLTS, ETC., SHALL USE ASTM A307 MATERIAL U.N.O. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD. DESIGN WIND SPEED BUILDING CLASSIFICATION IMPORTANCE FACTOR EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT 165 MPH II 1.00 C ENCLOSED BUILDING ± 0.18 NET SURFACE DESIGN PRESSURE (PSF) AREA NEGATIVE ZONE 1 NEGATIVE ZONE 2 NEGATIVE ZONE 3 POSITIVE FOR ALL ZONES a = 6.00 FT. 50 SF. 100 SF. NET SURFACE DESIGN PRESSURE (PSF) AREA NEGATIVE ZONE 4 NEGATIVE ZONE 5 POSITIVE ZONES 4 & 5 10 SF. 100 SF. 50 SF. 10 SF. FOUNDATION DESIGN IS BASED ON A SOIL BEARING PREESURE OF 2,200 PSF AS PER GEOTECH REPORT 27.2 23.2 21.5 -106.4 -140.3 -191.2 -90.1 -119.4 -149.3 -83.1 -110.3 -131.3 61.1 52.1 54.8 -57.2 -63.5 -59.9 -68.9 -66.2 -81.5 EARTHQUAKE LOAD IS BASED ON THE FOLLOWING CRITERIA FROM THE GEOTECHNICAL REPORT FOR AUTOZONE PROJECT BY DELTA OAKS GROUP AND DATED MARCH 25, 2022: Sds - 0.646 Sd1 - 0.406 SITE CLASS - D OCCUPANCY CATEGORY - II SEISMIC DESIGN CATEGORY - D RESPONSE MODIFICATION COEF. - 5 IMPORTANCE FACTOR - 1.0 4 5 5 5 5 4 1 2 2 2 2 3 3 3 3 2 2 1 3 3 3 3 2 2 a a a a a a a a a a STRUCTURAL NOTES Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:00:22 PM S-001 01/17/25 Project Number Checker STRUCTURAL NOTES LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-001 - STRUCTURAL NOTES ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 B S-004 A S-004 F1 [-3'-6"] C1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC2 TC3 TC3 TC1 TC1 TC2 TC1 TC1 TC1 TC1 TC1 C1 F1 [-3'-6"] C1 F1 [-3'-6"] C1 F1 [-3'-6"] C1 F1 [-3'-6"] C1 F1 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] WF36 [-3'-6"] W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 WF36 [-3'-6"] 4' - 0" TC1 D S-004 CISTERN TC4 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0/W4.0 WELDED WIRE FABRIC. PLACE SLAB ON MIN. 10 MIL VAPOR BARRIER AND COMPACTED TERMITE TREATED SUBGRADE. SEE TYPICAL SLAB ON GRADE DETAIL (TYP.) 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0/W4.0 WELDED WIRE FABRIC. PLACE SLAB ON MIN. 10 MIL VAPOR BARRIER AND COMPACTED TERMITE TREATED SUBGRADE. SEE TYPICAL SLAB ON GRADE DETAIL (TYP.) C S-004 5' - 3" 12' - 0" WF36 [-3'-6"] WF36 [-3'-6"] C1 TC1 TC2 TC3 1' - 0" 1' - 0" 1 1/2"CLR. #3 STIRRUPS @ 6" O.C. (TYP.) 4 - #7 VERTICAL BARS (TYPICAL) 8" 1' - 4" 1' - 4" 8" #3 STIRRUPS @ 8" O.C. (TYP.) 8 - #5 BARS 8" 9 1/8" 9 1/4" 100.00° #3 STIRRUPS @ 8" O.C. (TYP.) 8" 1' - 4" #3 STIRRUPS @ 8" O.C. (TYP.) 4 - #5 BARS TC4 8" 9 1/2" #3 STIRRUPS @ 8" O.C. (TYP.) 4 - #5 BARS 1 1/2"CLR. 1 1/2"CLR. 1 1/2"CLR. 1 1/2" CLR. 1' - 4 1/16" FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS WF36 F1 3'-0"XCONT.X 18" DEEP 4'-0"X4'-0"X 24" DEEP (6)-#5 BOTTOM CONTINOUS AND #5@12".O.C TRANSVERSE (8)-#6 HOOKED BARS EACH WAY, BOTTOM, EQUALLY SPACED 12" MIN HOOK LENGTH @ ENDS WALL SCHEDULE MARK SIZE REINFORCEMENT REMARKS W8 8" THICK #5 @ 8" O.C.EACH WAY FOUNDATION PLAN NOTES 1. DATUM ELEVATION 0'-0" REFERENCES TOP OF FIRST LEVEL SLAB ELEVATION 122'-6". 2. REFER TO S-001 FOR GENERAL NOTES. 3. COORDINATE ALL SLAB OPENINGS, SLEEVES, SLOPES, DEPRESSIONS, EDGE DIMENSIONS AND CURBS WITH ARCHITECT, CIVIL, M.E.P. AND ALL OTHER PRIME CONTRACTORS. 4. COORDINATE ALL DIMENSIONS, LOCATIONS AND WALL OPENING WITH ARCHITECT, CIVIL, MEP, AND ALL OTHER PRIME CONTRACTORS. 5. REFER TO SHEET S-003 FOR BEAM SCHEDULE. 6. [-X'-X"] DENOTES BOTTOM OF FOOTING ELEVATION. POURED CONCRETE WALL W8 (REFER TO WALL SCHEDULE) LEGEND Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:10:51 PM S-002 01/17/25 Project Number Checker FOUNDATION PLAN LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-002 - FOUNDATION PLAN 1/4" = 1'-0" 1 FOUNDATION PLAN COLUMN SCHEDULE SCALE: NTS ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 B S-004 B S-004 A S-004 A S-004 CB1 W12X35 [13] W12X35 [13] W12X35 [13] W12X35 [13] W12X35 [13] W12X35 [13] W12X35 [8] W12X35 [8] W12X35 [8] W12X35 [8] W12X35 [8] W12X35 [8] W12X35 [25] W12X35 [19] W12X35 [22] W12X35 [22] W12X35 [14] W12X35 [23] W12X35 [22] W12X35 [14] W12X35 [19] W12X35 [19] W12X35 [19] W12X35 [19] 2 S-005 6 S-005 1 S-005 3 S-005 3 S-005 6 S-005 4 S-005 3 S-005 3 S-005 1 S-005 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 W12X35 [13] CB1 CB1 CB1 CB1 CB1 CB1 CB1 10" 5' - 0" W12X35 [13] TB1 6" THICK 4,000 PSI CONCRETE SLAB REINF. W/#4@ 12"O.C. EACH WAY, TOP AND BOTTOM (TYP). 6" THICK 4,000 PSI CONCRETE SLAB REINF. W/#4@ 12"O.C. EACH WAY, TOP AND BOTTOM (TYP). 6" THICK 4,000 PSI CONCRETE SLAB REINF. W/#4@ 12"O.C. EACH WAY, TOP AND BOTTOM (TYP). 6" THICK 4,000 PSI CONCRETE SLAB REINF. W/#4@ 12"O.C. EACH WAY, TOP AND BOTTOM (TYP). SEE SECTION DETAIL 5/S-005 FOR RAFTER CONNECTION TO TIE BEAM (TYP). SEE SECTION DETAIL 5/S-005 FOR RAFTER CONNECTION TO TIE BEAM (TYP). SEE SECTION DETAIL 5/S-005 FOR RAFTER CONNECTION TO TIE BEAM (TYP). 10" 5' - 0" F F C S-004 C S-004 TB1 (TYP.) (TYP.) W12X35 [19] BEAM SHCEDULE BEAM MARK SIZE WXH [INCH] REINFORCING REMARKS TB1 CB1 8"X 24" STIRRUPS BOTT. TOP. 'C' 'E' 2#6 2#6 2#6 2#6 2#5 2#5 2#5 2#8 #3@6" O.C. #3@6" O.C. PLACE 2-#5 BARS @ EACH FACE EQUALLY SPACED PLACE 2-#5 BARS @ EACH FACE EQUALLY SPACED 12"X 22" 1. START STIRRUP SPACING 3" FROM FACE OF SUPPORT. 2. FOR SINGLE SPAN BEAMS "C" BARS IF ANY TO BE PROVIDED AT BOTH ENDS UNO. 3. SHCEDULES DEPTHS FOR ALL TIE BEAMS ARE MINIMUM DEPTHS.CONTRACTORS MAY INCREASE DEPTHS TO ACCOMODATE OPENING LINTELS PROVIDE (2) #5 CONTINOUS HORIZONTAL EACH FACE FOR EACH 8" INCREMENTAL INCREASE IN DEPTH. 4. PLACE REINFORCEMENT AT (INNER/OUTER) LAYER AT INTERSECTING BEAMS. NOTES NOTES: 1. SUBMIT SHOP DRAWING FOR LAYOUT OF STEEL FRAMING AND PLACEMENT OF SHEAR CONNECTORS FOR APPROVAL. 2. DENOTES SPAN OF 3 1/2" NORMAL WEIGHT CONCRETE OVER 1 1/2" DEEP 20 GA. COMPOSITE GALVANIZED STEEL FLOOR DECK. REINFORCE WITH 6"X6" W2.9/W2.9 WELDED WIRE FABRIC. TOTAL SLAB DEPTH = 5" 3. [ ] DENOTES NUMBER OF 3/4"Ø X 4" LONG SHEAR STUDS. 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-572 GRADE 50 (50 KSI YIELD). 5. ALL REBAR SHALL BE GRADE 60. 6. COORDINATE THIS SHEET WITH ARCHITECTURAL AND M.E.P. 7. REFER TO ARCHITECTURAL PLANS FOR ROOF SLOPE REQUIREMENTS. F Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 7/22/2025 1:45:48 PM S-003 01/17/25 Project Number Checker ROOF FRAMING PLAN LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-003 - ROOF FRAMING PLAN 1/4" = 1'-0" 1 ROOF FRAMING PLAN ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 EXTERIOR GRADE -0' - 6" 5" TOTAL DEPTH CONCRETE (4000 PSI)SLAB REINF. WITH 6"X6" W2.9XW2.9 ON 18 GA.COMPOSITE 1.5VL (1.5-INCH) METAL DECK (TYP.) 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0/W4.0 WELDED WIRE FABRIC. PLACE SLAB ON MIN. 10 MIL VAPOR BARRIER AND COMPACTED TERMITE TREATED SUBGRADE. SEE TYPICAL SLAB ON GRADE DETAIL (TYP.) W12X35 STEEL RAFTER @ 5'-0" O.C. W12X35 STEEL RAFTER @ 5'-0" O.C. W8 TOP OF ROOF S-005 2 S-005 3 S-006 9 S-006 9 S-006 9 S-005 4 W8 W8 FOUNDATION. -3' - 6" 3' - 0" EXTERIOR GRADE -0' - 6" W8 W8 5" TOTAL DEPTH CONCRETE (4000 PSI) SLAB REINF. WITH 6"X6" W2.9/W2.9 ON 18 GA.COMPOSITE 1.5VL (1(1/2)-INCH) METAL DECK(TYP.) W12X35 STEEL RAFTER @ 5'-0" O.C. (TYP.) 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0/W4.0 WELDED WIRE FABRIC. PLACE SLAB ON MIN. 10 MIL VAPOR BARRIER AND COMPACTED TERMITE TREATED SUBGRADE. SEE TYPICAL SLAB ON GRADE DETAIL. 68' - 0" (TYP.) 3' - 0" TOP OF ROOF S-005 1 S-006 9 S-006 9 S-005 1 74' - 6" 5' - 0" FOUNDATION. -3' - 6" C CISTERN WALL SECTION W8 W8 2 3 3 5 4 4 6 6 7 7 8 (TYP.) 1'-6" 1 1 3'-6" 3'-6" 8" 2'-6" MIN. SPLICE (TYP.) (-) 8'-9" TOP OFFLOOR 18" MIN. HOOK LENGTH (TYP.) (TYP.) (TYP.) THICKENED EDGE 10 MIL POLYETHYLENE VAPOR BARRIER 0'-0" TOP OF FLOOR EXTERIOR GRADE/ SIDEWALK 12'-0" 13'-4" 2'-6" MIN. SPLICE (TYP.) 2'-0" 98 % COMPACTED ENGINEERED FILL IN 8" MAXIMUM LIFTS (TYP.) 1'-6" 2'-0" 1/4"-1'-0" (TYP.) 3 5 4 4 6 6 7 7 8 (TYP.) 1'-6" 1 1 8" 2'-6" MIN. SPLICE (TYP.) (-) 8'-9" TOP OF FLOOR 18" MIN. HOOK LENGTH (TYP.) (TYP.) (TYP.) THICKENED EDGE 10 MIL POLYETHYLENE VAPOR BARRIER 0'-0" TOP OF FLOOR 5'-3" 2'-0" 1 1 THICKENED EDGE D CISTERN WALL SECTION 98 % COMPACTED ENGINEERED FILL IN 8" MAXIMUM LIFTS (TYP.) 1/4"-1'-0" 1'-6" (TYP.) 2'-0" 2 1'-6" (TYP.) 1 2 3 4 5 6 7 8 LEGEND 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0/W4.0 WELDED WIRE FABRIC. PLACE SLAB ON MIN. 10 MIL VAPOR BARRIER AND COMPACTED TERMITE TREATED SUBGRADE. SEE TYPICAL SLAB ON GRADE DETAIL 8" THICK 4,000 PSI CONCRETE SLAB REINFORCED WITH #5 @ 8" O.C. BOTTOM, EACH WAY #5 @ 8" O.C. TOP, ALL AROUND, WITH ACI STANDARD 90° HOOK AT DISCONTINUOUS END 12" THICK 4,000 PSI CONCRETE WALL REINFORCED WITH #5 @ 8" O.C. VERTICAL, AND #5 @ 8" O.C. HORIZONTAL, EACH FACE. 18" THICK 4,000 PSI CONCRETE SLAB REINFORCED WITH #5 @ 8" O.C. TOP & BOTTOM, EACH WAY 2"X4" SHEAR KEY 1/2" PRE-MOLDED EXPANSION JOINT WATER STOP CONTINUOUS AT PERIMETER CISTERN TOP SLAB DETAIL 3 SCALE N.T.S 3 2 3 2'X2' CISTERN OPENING 3-#5 DIAGONAL BARS 1'-6" 1'-6" 3'-6" 3'-6" Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:00:39 PM S-004 01/17/25 Project Number Checker WALL SECTIONS LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-004 - WALL SECTIONS 1/4" = 1'-0" B WALL SECTION 1/4" = 1'-0" A WALL SECTION ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 ROOF SECTION DETAIL SCALE: N.T.S. 4'-0" MAX. 2'-0" 1'-0" MAX. 6" 2'-0" 6" 2'-0" 8" 2'-0" W8 31/2" L5X5X5/16 CONNECTED T0 WALL W/ 3/4" THREADED BOLTS @ 18" O.C. DRILL & EPOXY 5" EMBEDMENT. CONNECT TO SLAB UNDERSIDE METAL DECKING WITH 5/8" PUDDLE WELDS AT 12" O.C. (TYP.) COMPOSITE SLAB DECK (SEE PLANS) CONCRETE BEAM TB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) ROUGHEN SURFACE 1/4" AMPLITUDE AND APPLY BONDING 2-#5 BARS CONT. 11/2" CLR. ALTERNATE 90° HOOK ON WALL VERTICAL BARS (TYP.) #4 BARS @ 12" O.C. EACH WAY, TOP & BOTTOM. (STAGGER TOP & BOTTOM MATS TO AVOID CONGESTION) (TYP.) (TYP.) W12X35 STEEL RAFTER @ 5'-0" O.C. 11/2" CLR. (TYP.) #4 BAR X 4'-8" @ 12" O.C. TOP 1 S-005 #4 BAR @ 12" O.C. (HOOK AROUND PARAPET TOP BAR) ROOF SECTION DETAIL SCALE: N.T.S. 5 S-005 3'-0" MAX. 2'-0" 1'-0" MAX. 6" 2'-0" 6" 2'-0" 8" 2'-0" W8 COMPOSITE SLAB DECK (SEE PLANS) CONCRETE BEAM TB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) ROUGHEN SURFACE 1/4" AMPLITUDE AND APPLY BONDING AGENT 2-#5 BARS CONT. 11/2" CLR. ALTERNATE 90° HOOK ON WALL VERTICAL BARS (TYP.) #4 BARS @ 12" O.C. EACH WAY, TOP & BOTTOM. (STAGGER TOP & BOTTOM MATS TO AVOID CONGESTION) (TYP.) (TYP.) W12X35 STEEL RAFTER @ 5'-0" O.C. #4 BAR X 4'-8" @ 12" O.C. TOP #4 BAR @ 12" O.C. (HOOK AROUND PARAPET TOP BAR) 2 S-005 SEE ARCHITECTURAL PLANS FOR ROOF SLOPE SEE DETAIL 11/2" CLR. (TYP.) ROOF SECTION DETAIL SCALE: N.T.S. 5 S-005 2'-0" 1'-0" MAX. 6" 2'-0" 2'-0" 8" 2'-0" 1'-0" VARIES (1'-6" TO 3'-0" MAX.) 6" VARIES (2'-7 3/16" TO 8'-2" MAX.) W8 COMPOSITE SLAB DECK (SEE PLANS) CONCRETE BEAM TB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) 11/2" CLR. (TYP.) W12X35 STEEL RAFTER @ 5'-0" O.C. SEE DETAIL 11/2" CLR. (TYP.) 11/2" CLR. (TYP.) ALTERNATE 90° HOOK ON WALL VERTICAL BARS (TYP.) #4 BAR X 4'-8" @ 12" O.C. TOP ROUGHEN SURFACE 1/4" AMPLITUDE AND APPLY BONDING AGENT 2-#5 BARS CONT. #4 BARS @ 12" O.C. EACH WAY, TOP & BOTTOM. (STAGGER TOP & BOTTOM MATS TO AVOID CONGESTION) (TYP.) CONCRETE BEAM CB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) #4 BAR @ 12" O.C. (HOOK AROUND PARAPET TOP BAR) SEE ARCHITECTURAL PLANS FOR ROOF SLOPE 3 S-005 ROOF SECTION DETAIL SCALE: N.T.S. 5 S-005 8" 2'-0" 2'-0" W8 COMPOSITE SLAB DECK (SEE PLANS) W12X35 STEEL RAFTER @ 5'-0" O.C. (TYP.) SEE DETAIL (TYP.) CONCRETE BEAM TB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) #4 BAR X 4'-8" @ 12" O.C. TOP ALTERNATE 90° HOOK ON WALL VERTICAL BARS (TYP.) 11/2" CLR. (TYP.) 4 S-005 METAL DECK CONNECTION SCALE: N.T.S. 18 GAGE METAL DECK, (GALVANIZED) ℄INTERMEDIATE SUPPORT 7-5/8"∅PUDDLE WELDS PER 36" COVER WIDTH AT INTERMEDIATE SUPPORTS 5/8"∅PUDDLE WELDS AT 6" AT PERIMETER SUPPORT ℄PERIMETER SUPPORT #10 SELF TAPPING SIDELAP SCREWS BETWEEN SUPPORTS @ 12" O.C. MAX. 5/8"Ø PUDDLE WELDS AT 6" AT PERIMETER SUPPORT ℄ PERIMETER SUPPORT 2" SIDE LAP 11/2" 6" NOTES: 1. DECK SHALL BE FURNISHED IN MODULAR PANEL WIDTHS. ANY CUTTING THAT IS REQUIRED SHALL 2. BE DONE BY THE DECK ERECTOR. 3. INSTALL DECK ENDS OVER SUPPORTS WITH A MINIMUM 11/2 " BEARING. 4. FASTEN POUR STOPS AND FILLERS TO SUPPORTING STRUCTURE ACCORDING TO MFR'S RECOMMENDATIONS. 5. FASTEN COLUMN CLOSURES, CELL CLOSURES & Z CLOSURES TO DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS OF RIBS AND SIDES OF DECKING. FASTEN CELL CLOSURES AT CHANGE IN DIRECTIONS. 6. GALVANIZING SHALL CONFORM TO ASTM A653, AND STRUCTURAL QUALITY AND FEDERAL SPEC QQ-S-775 TO PROVIDE A MINIMUM COATING PROTECTION OF G90. MINIMUM DECK PROPERTIES (VULCRAFT OR APPROVED EQUAL) DECK TYPE 1.5VL18 DESIGN THICKNESS 0.0474 0.272 Ip (in/ft) 4 0.311 Sp (in/ft) 3 0.295 In (in/ft) 4 Sn (in/ft) 3 0.324 (in) Fy 50 (kips/in) 2 7 S-005 ROOF SECTION DETAIL SCALE: N.T.S. 21/2" 4" 1/2" 11/2" 11/2" 11/2" 8" 2" 7" 2" 11" 5" 5" 1/2" 11" X 13" X 1/2 " THICK EMBED PLATE WITH 6 -3/4 " X 5" LONG SHEAR STUDS WELDED TO UNDERSIDE. (SEE EMBED PLATE DETAIL) 2" 5" 7" 6 - 3/4" X 5" LONG SHEAR STUDS SHOP WELDED TO UNDERSIDE OF PLATE (TYP.) 13" 11/2" 2" 11" 5/16" 5/16" W12X35 DOUBLE L3X4X3/8 CONCRETE WALL (REINF. NOT SHOWN) 1" RETURN AT TOP & BOTTOM (TYP.) 5" 11/2" DOUBLE L3X4X3/8 (TYP.) A A SECTION A-A SCALE: N.T.S. 11/2" 5" 11/2" 3" (TYP.) W12X35 2 - 3/4"∅A325 BOLTS 2 - 3/4"∅A325 BOLTS 5 S-005 ROOF SECTION DETAIL SCALE: N.T.S. 4'-0" MAX. 1'-0" MAX. 6" 2'-0" 6" 2'-0" 2'-0" 6" VARIES (2'-4" TO 5'-0" MAX.) 8" W8 31/2" L5X5X5/16 CONNECTED T0 WALL W/ 3/4"∅ THREADED BOLTS @ 18" O.C. DRILL & EPOXY 5" EMBEDMENT. CONNECT TO SLAB UNDERSIDE METAL DECKING WITH" PUDDLE WELDS AT 12" O.C. (TYP.) COMPOSITE SLAB DECK (SEE PLANS) CONCRETE BEAM TB1 (REFER TO BEAM SCHEDULE FOR REINFORCEMENT) ROUGHEN SURFACE 1/4" AMPLITUDE AND APPLY BONDING AGENT 2-#5 BARS CONT. 11/2" CLR. ALTERNATE 90° HOOK ON WALL VERTICAL BARS (TYP.) #4 BARS @ 12" O.C. EACH WAY, TOP & BOTTOM. (STAGGER TOP & BOTTOM MATS TO AVOID CONGESTION) (TYP.) (TYP.) W12X35 STEEL RAFTER 5'-0" O.C. 11/2" CLR. (TYP.) #4 BAR X 4'-8" @ 12" O.C. TOP #4 BAR @ 12" O.C. (HOOK AROUND PARAPET TOP BAR) 11/2" CLR. #4 BARS @ 12" O.C. EACH WAY, TOP & BOTTOM. (STAGGER TOP & BOTTOM MATS TO AVOID CONGESTION) (TYP.) (TYP.) HOOK ENDS OF REBAR INTO BOTTOM OF TIE BEAM 6 S-005 TYPICAL METAL DECK/SHEAR CONNECTOR DETAIL SCALE: N.T.S. W12X35 BEAM PARALLEL TO DECK FLUTE EQ. EQ. 18 GAGE, METAL DECK (GALVANIZED) BEAM PERPENDICULAR TO DECK FLUTE 11/2" MIN. EQ. EQ. 12" (TYP.) 18 GAGE, METAL DECK (GALVANIZED) (TYP.) 0" TO (FLANGE WIDTH - 3") NOTES: 1. SUBMIT SHOP DRAWING FOR PLACEMENT OF SHEAR CONNECTORS FOR APPROVAL. 2. MINIMUM SPACING OF SHEAR CONNECTORS SHALL BE AS FOLLOWS: A. BEAMS PERPENDICULAR TO DECK SPAN = 3" B. BEAMS PARALLEL TO DECK SPAN - 4 1/2" 4. MAXIMUM SPACING OF SHEAR CONNECTORS = 12" CLOSURES NOT REQUIRED FOR GAP OF 1/2" OR LESS 12" (TYP.) 3/4"∅SHEAR STUDS WELDED TO TOP FLANGE OF STEEL BEAM. SPACE @ 12" O.C. LENGTH OF SHEAR STUDS SHALL BE DETERMINED BASED ON THE TOP OF SHEAR STUD BEING 1-INCH BLEOW TOP OF FINISHED SLAB (TYP.) 3/4"∅SHEAR STUDS WELDED TO TOP FLANGE OF STEEL BEAM. SPACE @ 12" O.C. LENGTH OF SHEAR STUDS SHALL BE DETERMINED BASED ON THE TOP OF SHEAR STUD BEING 1-INCH BLEOW TOP OF FINISHED SLAB (TYP.) 8 S-005 (TYP.) W12X35 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:00:46 PM S-005 01/17/25 Project Number Checker TYPICAL DETAIL LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-005 - TYPICAL DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 SLAB-ON-GRADE & WALL FOOTING INTERFACE SCALE: N.T.S. 2'-6" MIN. SPLICE W8 9 S-006 98% MODIFIED PROCTOR COMPACTED SUBGRADE 10 MIL POLYETHYLENE VAPOR BARRIER (TYP.) 6" GRAVEL OR CRUSHED STONE COMPACTED TO 98% MODIFIED PROCTOR (TYP.) CLEAN ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR IN MAXIMUM 8" LIFTS (TYP.) CONCRETE SLAB ON GRADE (SEE TYPICAL SLAB ON GRADE DETAIL) (TYP.) WALL FOOTING (SEE FOOTING SCHEDULE) 2"X4" SHEAR KEY 1/2" PRE-MOLDED EXPANSION JOINT (TYP.) SLAB-ON-GRADE & COLUMN FOOTING INTERFACE SCALE: N.T.S. DEPTH 3" CLR. 3'-6" MIN. SPLICE 3" 3" 3" SEE COLUMN SCHEDULE 10 S-006 1. 2. 3. NOTES: FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. FOR TIES, VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN". BOTTOM OF FOOTING ELEV. SEE PLAN 98% MODIFIED PROCTOR COMPACTED SUBGRADE SEE FOOTING SCHEDULE HIGH STRENGTH NON-SHRINK, NON-METALLIC GROUT (TYP.) 6" GRAVEL OR CRUSHED STONE COMPACTED TO 98% MODIFIED PROCTOR (TYP.) 10 MIL POLYETHYLENE VAPOR BARRIER (TYP.) 1/2" PRE-MOLDED EXPANSION JOINT (TYP.) SEE COLUMN SCHEDULE CONCRETE SLAB ON GRADE (SEE TYPICAL SLAB ON GRADE DETAIL) (TYP.) TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" SCALE: N.T.S. "D" 2 "D" OR MIN. 6" "D" 2 "D" OR MIN. 6" "D" 1. 2. 3. NOTES: LIMIT 3 PENETRATIONS IN A ROW IN ANY DIRECTION. TENSION DEVELOPMENTLENGTH (HOOK IF NOT ATTAINABLE) ADDITIONAL 1 - #5 BAR AROUND EACH OPENING OR GROUP OF OPENINGS (TYP.) COORDINATE WITH TYPICAL DETAIL FOR FORMED CONCRETE SLAB PIPE SLEEVE. SHOULD PENETRATIONS BE CUT AFTER CONCRETE IS POURED, CONTRACTOR TO SUBMIT PLAN SHOWING ALL PROPOSED CORE DRILLING LOCATIONS TO E.O.R. FOR APPROVAL. CONTRACTOR TO USE NDE METHODS TO LOCATE REBAR PRIOR TO CUTTING SLAB. 11 S-006 ADDITIONAL 1 - #5 BAR BETWEEN EACH OPENINGS (TYP.) TYPICAL PIPE SLEEVE IN CONCRETE SLAB SCALE: N.T.S. NOTE: PROVIDE CLEAR SPACE BETWEEN PIPE AND/ OR OPENINGS A MINIMUM 6" OR PIPE SLEEVE DIAMETER APART (WHICHEVER IS GREATER.) SLEEVE ID PIPE O.D. +2" TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" 12 S-006 ROLLED PLATE OR PIPE WITH 1/4 " MIN. WALL THICKNESS 3/16" X 2" COLLAR ALL AROUND WITH CONTINUOUS WELD, WELD TO SLEEVE (TYP.) 3/16" (TYP.) TOP OF PIT SLAB EL. SEE PLAN TYPICAL PIPE SLEEVE IN CONCRETE WALL SCALE: N.T.S. NOTE: SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: FOR INSIDE DIAMETER, SEE UTILITY/PIPING DWGS. 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 ℄PIPE ROLLED PLATE OR PIPE WITH 1/4 " MIN. WALL THICKNESS CONCRETE WALL 3/16" (TYP.) 13 S-006 3/16" X 2" COLLAR ALL AROUND WITH CONTINUOUS WELD, WELD TO SLEEVE (TYP.) ADDITIONAL REINFORCEMENT AT ALL RE-ENTRANT CORNERS SCALE: N.T.S. SLAB EDGE 2-#4 @ 3"x4'-0" LONG 1" CLEAR FROM TOP OF SLAB (TYP.) NOTE: DO NOT PLACE RE-ENTRANT BARS AT CONTROL JOINT LOCATIONS. 14 S-006 TYPICAL SECTION THRU THICKENED CONCRETE EDGE SCALE: N.T.S. 1'-4" MIN 12" 3" CLR. 1 1 2-#5 BARS CONTINUOUS 15 S-006 SLAB ON GRADE 10 MIL POLYETHYLENE VAPOR BARRIER (TYP.) TYPICAL SINGLE STEPPED SLAB DETAIL SCALE: N.T.S. 1'-4" MIN 6" 1 1 1 1 SEE PLAN WELDED WIRE REINFORCEMENT 2-#5 BARS CONTINUOUS 1-#4 BAR CONTINUOUS 16 S-006 95% COMPACTED CLEAN FILL. COMPACT IN 6"-12" LAYERS (TYP.) 6 MIL POLYETHYLENE VAPOR BARRIER (TYP.) TYPICAL SLAB ON GRADE SCALE: N.T.S. S-005 1. 2. 3. NOTES: 6" U.N.O. 2" CLR. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS WHERE EACH SINGLE STRIP DOES NO EXCEED 36 TIMES SLAB THICKNESS WIDTH IN INCHES. ALTERNATIVELY, LARGE BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 10 MIL POLYETHYLENE VAPOR BARRIER 6" GRAVEL OR CRUSHED STONE COMPACTED TO 98% MODIFIED PROCTOR CLEAN ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR IN MAXIMUM 8" LIFTS 6" THICK 3000 PSI CONCRETE REINFORCED WITH 6"X6" W4.0 / W4.0 WELDED WIRE FABRIC. 6 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:00:54 PM S-006 01/17/25 Project Number Checker TYPICAL DETAIL LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-006 - TYPICAL DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 TYPICAL ISOLATION JOINTS AT COLUMNS SCALE: N.T.S. AT ROUND CONCRETE COLUMN SLAB CONSTRUCTION OR CONTROL JOINT (TYP.) (SEE TYPICAL DETAIL) 2" MIN. 1_ 2" PREMOLDED JOINT FILLER HIGH STRENGTH NON-SHRINK, NON-METALLIC GROUT AT STEEL COLUMN 1_ 2" PREMOLDED JOINT FILLER HIGH STRENGTH NON-SHRINK, NON-METALLIC GROUT SLAB CONSTRUCTION OR CONTROL JOINT (TYP.) (SEE TYPICAL DETAIL) 2" MIN. AT SQUARE / RECTANGULAR CONCRETE COLUMN AT STEEL HSS COLUMN SLAB CONSTRUCTION OR CONTROL JOINT (TYP.) (SEE TYPICAL DETAIL) 2" MIN. 1_ 2" PREMOLDED JOINT FILLER HIGH STRENGTH NON-SHRINK, NON-METALLIC GROUT SLAB CONSTRUCTION OR CONTROL JOINT (TYP.) (SEE TYPICAL DETAIL) 2" MIN. 1_ 2" PREMOLDED JOINT FILLER HIGH STRENGTH NON-SHRINK, NON-METALLIC GROUT 17 S-007 TYPICAL CONTROL JOINT DETAIL SCALE: N.T.S. t t/4" SAW CUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (WITHIN 8 HRS AFTER POUR) JOINT FILLER SAW CUT WELDED WIRE FABRIC 18 S-007 t t/4" TYPICAL CONSTRUCTION JOINT DETAIL SCALE: N.T.S. FIRST POUR SECOND POUR 2"X2" KEYWAY CONTINUE WELDED WIRE FABRIC THROUGH JOINT JOINT FILLER SAW CUT 19 S-007 1/2" ± 1/8" 3/16" ± 1/16" 11/8" 11/4" 11/4" 11/2" 1/4" TYPICAL CONSTRUCTION / CONTROL JOINT SEALANT SCALE: N.T.S. 1/4" MAX. BELOW PAVEMENT 1/4" BEVELLED EDGE (TYP.) JOINT SEALANT (SELF LEVELING) 3/4" BACKER ROD, CLOSED CELL RESILIENT FOAM CONSTRUCTION JOINT BETWEEN SLABS 20 S-007 1/4" MAX. BELOW PAVEMENT 1/4" BEVELLED EDGE (TYP.) JOINT SEALANT (SELF LEVELING) MIN. 1/2" EXPANSION MATERIAL FULL DEPTH 1/2" ± 1/8" 1/4" ± 1/16" 17/8" TYPICALEXPANSION / ISOLATION JOINT SEALANT SCALE: N.T.S. 21 S-007 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:01:00 PM S-007 01/17/25 Project Number Checker TYPICAL DETAIL LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-007 - TYPICAL DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 TYPICAL BENDING DIAGRAM FOR BEAMS & SLABS SCALE: N.T.S. 0" STD HOOK 2" CLR `X`/4 TOP BAR 0" 1-1/2" CLR 0" SPAN 'X' BOTTOM BAR Y/3 'S1' SPAN 'Y' 'S2' Y/3 'S1' `C` BAR `X'/4 OR `Y'/4 (USE LARGER) `C` BAR `E` BAR 1-1/2" CLR STIRRUPS-SEE SCHEDULE FOR SPACING, USE 135° END HOOKS `Z' OR `Y'/4 (USE LARGER) UNO IN BEAM SCHEDULE 22 S-008 TYPICAL FOOTING INTERSECTION DETAIL SCALE: N.T.S. 48x BAR DIAMETER 48x BAR DIAMETER CORNER BARS TO MATCH FOOTING REINFORCING WALL FOOTING REINFORCING CONTINUOUS THRU COLUMN FOOTING CORNER STRUCTURAL COLUMN FOOTING PERPENDICULAR 23 S-014 TIE BEAM CORNER DETAILS (PLAN VIEW) SCALE: N.T.S. STD HOOK LAP PER SCHED STD HOOK STD HOOK LAP SCHEDULE BAR #5 #6 LAP 2'-6" 3'-0" #7 5'-6" #3 STIRRUPS AT 12" O.C. (TYP.) 44 S-014 TYPICAL FOOTING/COLUMN/BEAM INTERFACE SCALE: N.T.S. 3" 3" 3" SPLICE BARS SAME SIZE & NUMBER AS VERT. REINF. 3" BEAM BOT. REINF. (TYP.) BEAM TOP REINF. ROOF BEAM STD. 90° HOOK BEAM STIRRUPS ADD 3-#3 TIES ADD 3-#3 TIES ADD 3-#3 TIES INTERMEDIATE BEAM BEAM TOP REINF. BEAM BOT. REINF. 3" (TYP.) 3" 3" 3" ADD 3-#3 TIES ADD 3-#3 TIES ADD 3-#3 TIES BEAM STIRRUPS ADD 3-#3 TIES 3" 3" 3" COLUMN STIRRUPS 6 1 6 1 3" 3" 3" ADD 4-#3 TIES 4" COLUMN DOWELS FOOTING HOOK COLUMN DOWELS INTO FOOTING 45 S-014 TYPICAL WALL OPENING REINFORCEMENT SCALE: N.T.S. ROUGH OPENING WHERE HORIZONTAL REINFORCING IS TERMINATED BY OPENING, PROVIDE 180° OR 90° STANDARD ACI HOOK WITH VERTICAL WALL REINFORCING IN THE CELL (TYP.) LAP WALL REINFORCEMENT 48x BAR DIAMETER (TYP) 8" MIN. DEPTH CAST-IN-PLACE LINTEL REINF. W/ MIN. (2)-#5 BARS AT BOTTOM. LINTEL TO EXTEND A MINIMUM OF 8" BEYOND SIDES OF OPENING. TOP OF CONC SILL TOP OF CONC FOOTING TOP OF TIE BEAM EL.: SEE PLAN & SECTIONS EXTEND WALL REINF. MIN. 12" INTO TIE BEAM AND HOOK. PROVIDE 12" MIN. HOOK LENGTH (TYP.) HOOK ENDS OF LINTEL REINF. INTO ADJACENT FILLED CELLS. PROVIDE 12" MIN. HOOK LENGTH (TYP.) 8" MIN. DEPTH CAST-IN-PLACE SILL REINF. W/ MIN. (2)-#5 BARS. SILL TO EXTEND A MINIMUM OF 8" BEYOND SIDES OF OPENING. EXTEND WALL REINF. MIN. 8" INTO FOOTING AND HOOK. PROVIDE 12" MIN. HOOK LENGTH (TYP.) EL.: SEE PLAN & SECTIONS BOTTOM OF CONC LINTEL EL.: SEE PLAN & SECTIONS EL.: SEE PLAN & SECTIONS MIN. OF ONE 1-#5 BAR AT EACH SIDE OF OPENING FOR OPENINGS LESS THAN 4'-0" IN WIDTH. FOR OPENINGS GREATER THAN 4'-0" IN WIDTH, PROVIDE A MIN. OF 2-#5 BARS EACH SIDE OF OPENING. (TYP) HOOK ENDS OF SILL REINF. INTO ADJACENT FILLED CELLS. PROVIDE 12" MIN. HOOK LENGTH (TYP.) 2-#6 X 6'-0" DIAGONAL BARS AT EACH CORNER (TYP.) 46 S-014 Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/Vitran Terminal_Struct_r24.rvt 2/19/2025 5:01:06 PM S-008 01/17/25 Project Number Checker TYPICAL DETAIL LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX, USVI Department of Public Works- Division of Transpotation PROJECT NUMBER: Project Number PROJECT NAME: LLOYED ALFREDO "SONNY"BARNES-LA REINE BUS TERMINAL SHEET NUMBER: S-008 - TYPICAL DETAIL ISSUANCES No. Drawing Issue Description Date 0 FOR PERMIT AND CONSTRCUTION 2/19/2025 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 SUPPLY DUCT AIRFLOW 8' - 0" MAX AIR DISTRIBUTION DEVICE METAL CLAMPS CONICAL OR 45 ENTRY AIR-TITE FITTING WITH MANUAL DAMPER. FASTEN AND SEAL PER SMACNA STANDARDS SHEETMETAL DUCT RUN-OUT TO MATCH SIZE OF FLEX DUCT FLEX DUCT -SIZE TO MATCH NECK SIZE DIRECT-DRIVE MOUNTED CENTRIFUGAL EXHAUST FAN BIRDSCREEN GRAVITY BACKDRAFT DAMPER FLASH CURB WATERTIGHT TO ROOF STRUCTURE ROOF FLEX CONNECTION TRANSITION TO DUCT SIZE INDICATED ON PLANS ROOF CURB MIN. 12" HIGH; SHALL BE SELECTED TO MATCH ROOF PITCH SUCH THAT FAN IS LEVEL. SECURE FAN AND DUCT PER MANUFACTURER'S HIGH WIND LOAD REQUIREMENTS. SECURE CURB TO ROOF PER MANUFACTURER'S HIGH WIND LOAD REQUIREMENTS. CENTER FASTENER ON FLANGE INSTALLATION SHALL BE RATED FOR HURRICANE FORCE WIND LOADS. PROVIDE CLEARANCE ON EACH SIDE OF CONDENSING UNIT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. OUTDOOR VRF CONDENSING UNIT GRADE CONCRETE PAD SHALL BE 6" LARGER THAN UNIT IN ALL DIMENSIONS. PAD SHALL BE POURED LEVEL WITH A MINIMUM THICKNESS OF 3.5". SECURE EQUIPMENT TO CONCRETE PAD PER MANUFACTURER'S HIGH WIND LOAD REQUIREMENTS. INSTALLATION SHALL BE RATED FOR HURRICANE FORCE WIND LOADS. FAN SCHEDULE I.D. 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). EF-1 500 0.5 1/8 D 1,466 8.4 SONES 120/1 ROOF CENTRIFUGAL 75 GREENHECK G-095-D (1) (2) (1) ROOF MOUNTED FAN. PROVIDE WITH 12" HIGH ROOF CURB, BIRD SCREEN, PREMIUM EFFICIENCY MOTOR, AND GRAVITY BACKDRAFT DAMPER. (2) FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. INTERLOCK TO TIMER AS NEEDED. VRF INDOOR UNIT SCHEDULE FAN COIL UNIT DATA I.D. NOMINAL COOLING NOMINAL HEATING AIRFLOW EXT. S.P. OUTSIDE COIL EAT VOLTS/ TYPE OF UNIT OUTDOOR BASIS OF DESIGN REMARKS TAG CAPACITY (BTUH) CAPACITY (BTUH) (CFM) (IN. W.C.) (1) AIR (CFM) °F db °F wb PHASE UNIT FCU-1 9,100 10,000 330 - - 80.0 67.0 208/1 CEILING CASSETTE CU-1 DAIKIN FFQ09W2VJU9 (3) FCU-2 9,100 10,000 330 - - 80.0 67.0 208/1 CEILING CASSETTE CU-1 DAIKIN FFQ09W2VJU9 (3) FCU-3 10,800 13,500 400 - - 80.0 67.0 208/1 CEILING CASSETTE CU-1 DAIKIN FFQ12W2VJU9 (3) FCU-4 7,000 7,000 275 - - 80.0 67.0 208/1 WALL MOUNT CU-1 DAIKIN CTXS07WVJU9 (3) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE FAN COIL UNIT ASSEMBLY (WET COIL, CASING, CLEAN FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXT. S.P.). (2) RATINGS BASED ON AHRI STANDARDS 210 / 240. (3) PROVIDE THE FOLLOWING ACCESSORIES FOR THE FAN COIL UNIT: VIBRATION ISOLATORS AND/OR SUPPORT BRACKET, CONDENSATE PUMP (DIVERSITECH MODEL CVMINI OR APPROVED EQUAL), AND PROGRAMMABLE ELECTRONIC THERMOSTAT. VRF CONDENSING UNIT SCHEDULE COOLING CAPACITY HEATING CAPACITY I.D. BTU/H AMBIENT BTU/H AMBIENT VOLTS/ BASIS OF DESIGN REMARKS TAG TEMP (°F DB) TEMP (°F DB) PHASE CU-1 36,000 95 36,000 50 208/1 DAIKIN 4MXS36RMVJUA (1) (1) ACCEPTABLE ALTERNATE VRF MANUFACTURERS: MITSUBISHI, CARRIER AND HITACHI. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:43 AM M0 01/06/25 2024-009 Checker MECHANICAL SCHEDULES & DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: M0 - MECHANICAL SCHEDULES & DETAILS 12" = 1'-0" M0 3 DIFFUSER CONNECTION DETAIL NOT TO SCALE M0 1 ROOF MOUNTED FAN DETAIL 12" = 1'-0" M0 2 CONDENSING UNIT DETAIL ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:47 AM M0.1 01/17/25 2024-009 C. LYLES MECHANICAL SPECIFICATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: M0.1 - MECHANICAL SPECIFICATIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:50 AM M0.2 01/17/25 2024-009 C. LYLES MECHANICAL SPECIFICATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: M0.2 - MECHANICAL SPECIFICATIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 T T T T 1 2 3 4 5 A B C D E F 006 TICKET 007 MANAGER 008 BREAK ROOM 009 EMPLOYEE RESTROOM 010 Room 011 PUMP ROOM 012 UTILITY ROOM 013 RESTROOM-2 014 RESTROOM-1 015 STORAGE 016 JAN. 017 HALLWAY 018 LOBBY/WAITING 019 ELEC CU-1 FCU-1 FCU-2 FCU-3 FCU-4 6"ø ED 75 CFM 6"ø ED 75 CFM 6"ø ED 50 CFM 6"ø ED 75 CFM 6"ø ED 75 CFM 6"ø ED 50 CFM 6"x6" ER 50 CFM 6"ø ED 50 CFM 12"x10" 10"x8" 12"x10" EXHAUST DUCT UP TO EF-1 ON ROOF ABOVE PROVIDE 3/4" CONDENSATE DRAIN PIPING, ROUTED TO EXTERIOR, SPILL AT GRADE. TYPICAL OF ALL UNITS. INSTALL OUTDOOR CONDENSING UNIT AT GRADE. ROUTE REFRIGERANT PIPING BETWEEN OUTDOOR AND INDOOR UNITS. ALL REFRIGERANT PIPE SIZES, FITTINGS, ROUTING, ETC. SHALL BE COORDINATED WITH THE MANUFACTURER'S RECOMMENDATIONS. CODE REQUIRED VENTILATION FOR LOBBY/WAITING, TICKET, MANAGER & BREAK ROOM IS VIA NATURAL VENTILATION. VENTILATION FOR RESTROOMS AND STORAGE IS VIA MECHANICAL EXHAUST & TRANSFERRED MAKE-UP AIR. SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. PROVIDE KITCHEN VENT HOOD DUCTWORK AND CODE APPROVED WALL CAP WITH BACKDRAFT DAMPER. COORDINATE WITH REQUIREMENTS PER HOOD MANUFACTURER. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:52 AM M1 01/06/25 2024-009 C. LYLES LEVEL 01 FLOOR PLAN - MECHANICAL LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: M1 - LEVEL 01 FLOOR PLAN - MECHANICAL 1/4" = 1'-0" M1 1 LEVEL 01 FLOOR PLAN - MECHANICAL ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 1 2 3 4 5 A B C D E F EF-1 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:53 AM M2 01/06/25 2024-009 Checker ROOF PLAN - MECHANICAL LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: M2 - ROOF PLAN - MECHANICAL 1/4" = 1'-0" M2 1 ROOF PLAN - MECHANICAL ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 1:44:12 PM 01/17/25 2024-009 J. CLARK LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 ELECTRICAL LEGEND, SCHEDULES & GENERAL NOTES E0.0 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 1:44:12 PM 01/17/25 2024-009 J. CLARK LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 E0.1 ELECTRICAL RISER DIAGRAM “ ” Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 1:44:12 PM 01/17/25 2024-009 J. CLARK LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 E0.2 ELECTRICAL SPECIFICATIONS Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 1:44:12 PM 01/17/25 2024-009 J. CLARK LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 E0.3 ELECTRICAL SPECIFICATIONS “ “ · · · “ Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 1:44:12 PM 01/17/25 2024-009 J. CLARK LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 E0.4 ELECTRICAL SPECIFICATIONS J J T J 1 F.9 F.9 F.9 F.9 F.9 EMERGENCY GENERATOR UTILITY TRANSFORMER 2 4 3 L-31 L-33 L-35 5 7 6 8 9 10 L-37 GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. DRAWINGS ARE FOR DESIGN INTENT ONLY. COORDINATE EXACT TERMINATION POINTS AND LOCATIONS OF ALL CONDUITS IN THE FIELD. COORDINATE EXACT CONDUIT ROUTING AND STUB-UP LOCATIONS WITH ARCHITECT AND CIVIL ENGINEER. 2. PROVIDE ALL EMPTY CONDUITS WITH PULLSTRINGS. 3. PROVIDE CONDUITS NECESSARY FOR SYSTEM GROUNDING AS REQUIRED. REFER TO GROUNDING DETAILS AND ELECTRICAL RISER DIAGRAM FOR ADDITIONAL DETAILS. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 3:35:48 PM E1 01/17/25 2024-009 J. CLARK ELECTRICAL SITE PLAN LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E1 - ELECTRICAL SITE PLAN 1" = 10'-0" E1 1 ENLARGED SITE PLAN - ELECTRICAL LEGEND NOTES: (APPLY TO THIS SHEET ONLY) PROVIDE JUNCTION BOX FOR 120V CONNECTION TO SIGNAGE ELEMENT OR LIGHTING ELEMENT AT THIS LOCATION. ROUTE CIRCUIT THROUGH ACUITY nPP16 RELAY FOR TIME SCHEDULE CONTROL. COORDINATE EXACT LOCATION AND FINAL CONNECTION REQUIREMENTS WITH ARCHITECT/OWNER PRIOR TO ROUGH-IN. PROVIDE JUNCTION BOX FOR 120V CONNECTION TO POWERED GATE AT THIS LOCATION. COORDINATE EXACT LOCATION AND FINAL CONNECTION REQUIREMENTS WITH ARCHITECT/OWNER PRIOR TO ROUGH-IN. PROVIDE 1.5" SPARE CONDUIT WITH PULLSTRING FROM ELECTRICAL PANEL TO THIS LOCATION FOR FUTURE EV CHARGERS. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. PROVIDE 2" SPARE CONDUIT WITH PULLSTRING FROM ELECTRICAL CLOSET TO THIS LOCATION FOR FUTURE SOLAR PANEL ARRAY. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. PROVIDE (2) 2" CONDUITS BETWEEN UTILITY ROOM AND NEAREST TELEPHONE POLE FOR LOW VOLTAGE SERVICE INTO BUILDING. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER, ARCHITECT, AND CIVIL ENGINEER. PROVIDE CONDUIT BETWEEN MAIN SERVICE DISCONNECT AND AUTOMATIC TRANSFER SWITCH. REFER TO ELECTRICAL RISER DIAGRAM FOR FURTHER DETAILS. PROVIDE CONDUIT BETWEEN EMERGENCY GENERATOR AND AUTOMATIC TRANSFER SWITCH. REFER TO ELECTRICAL RISER DIAGRAM FOR FURTHER DETAILS. PROVIDE WEATHERPROOF JUNCTION BOX FOR POWER CONNECTIONS TO GENERATOR BATTERY CHARGER. COORDINATE WITH GENERATOR MANUFACTURER FOR FURTHER DETAILS. COORDINATE WITH UTILITY COMPANY FOR EXACT REQUIREMENTS AND LOCATION OF UTILITY POLE/TRANSFORMER. PROVIDE METERBASE FOR UTILITY COMPANY METERING. MOUNT TO UNI-STRUT AS REQUIRED. COORDINATE EXACT LOCATION AND MOUNTING REQUIREMENTS WITH ARCHITECT AND UTILITY COMPANY. 1 2 3 4 5 6 7 8 9 10 ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 J CR CR CR CR CR J J 006 TICKET 007 MANAGER 008 BREAK ROOM 009 EMPLOYEE RESTROOM 010 Room 011 PUMP ROOM 012 UTILITY ROOM 013 RESTROOM-2 014 RESTROOM-1 015 STORAGE 016 JAN. 017 HALLWAY 018 LOBBY/WAITING 019 ELEC NEW PANEL 'L' AUTOMATIC TRANSFER SWITCH ' 'ATS-S' 1 1 2 TV TV TV TV L-19 L-21 L-23 L-13 L-17 L-15 L-11 L-9 L-7 L-3,5 L-1 L-29 L-27 L-25 3 20/2 4 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. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 3:35:49 PM E2 01/17/25 2024-009 J. CLARK LEVEL 01 FLOOR PLAN - ELECTRICAL LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E2 - LEVEL 01 FLOOR PLAN - ELECTRICAL 1/4" = 1'-0" E2 1 LEVEL 01 FLOOR PLAN - ELECTRICAL LEGEND NOTES: (APPLY TO THIS SHEET ONLY) PROVIDE FAN-RATED JUNCTION BOX FOR POWER CONNECTIONS TO CEILING FAN. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. COORDINATE EXACT CONTROL REQUIREMENTS WITH MANUFACTURER/OWNER. PROVIDE WALL MOUNTED JUNCTION BOX WITH FAN CONTROL SWITCH AT LOCATION COORDINATED WITH OWNER/ARCHITECT AS REQUIRED. PROVIDE A 3/4" THICK, 8' HIGH PLYWOOD TELEPHONE BACKBOARD ACROSS WALL AS SHOWN. PROVIDE WITH (1) 12"X4" GROUNDING BUS BAR CONNECTED VIA A #2 GROUND WIRE TO BUILDING GROUND. PROVIDE GROUND CONNECTIONS TO IT EQUIPMENT, ANTI-STATIC FLOOR, AND ALL EQUIPMENT IN ROOM (AS APPLICABLE). PAINT BACKBOARD WITH (2) COATS OF FLAME RETARDANT SEALANT TO MATCH WALL COLOR. PROVIDE REMOTE GENERATOR CONTROL PANEL WITH EMERGENCY STOP BUTTON AT THIS LOCATION SHOWN. PROVIDE JUNCTION BOX FOR 208V HARDWIRED CONNECTION TO ELECTRIC COOKTOP AT THIS LOCATION. COORDINATE EXACT LOCATION AND FINAL CONNECTION REQUIREMENTS WITH ARCHITECT/MANUFACTURER PRIOR TO ROUGH-IN. 1 2 3 4 ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 PP PP MS MS MS MS T DLN PP T BRG F.8 F.5 F.3 F.3E F.4 F.4 F.3 F.3 F.3 F.3 F.8 F.8 F.8E F.7 F.7 F.7 F.7E F.7 F.7 F.7 F.7E F.7 F.7 F.7E F.8 F.8 F.8 F.8E F.8 F.2 F.2 F.2 F.2 F.1E F.1 F.1 F.3 F.4 F.6 F.8 F.4 F.4E F.4 F.8 F.8E F.5 006 TICKET 007 MANAGER 008 BREAK ROOM 009 EMPLOYEE RESTROOM 010 Room 011 PUMP ROOM 012 UTILITY ROOM 013 RESTROOM-2 014 RESTROOM-1 015 STORAGE 016 JAN. 017 HALLWAY 018 LOBBY/WAITING 019 ELEC LV LV OS OS V V OS V V LV F.10 L-41 L-39 L-37 X X X X X OV 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. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 3:35:50 PM E3 01/17/25 2024-009 J. CLARK LEVEL 01 FLOOR PLAN - LIGHTING LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E3 - LEVEL 01 FLOOR PLAN - LIGHTING 1/4" = 1'-0" E3 1 LEVEL 01 FLOOR PLAN - LIGHTING ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 CU-1 FCU-4 FCU-1 FCU-2 FCU-3 BP-1 HWRP-1 M FOR CONDENSATE PUMP (TYP FOR FCUs) L-2,4 2#10,#10G,1/2"C 25/2 30/2 30/2 L-6,8 15/2 L-10,12 15/2 30/2 L-14,16 15/2 30/2 L-18,20 15/2 L-24 2#8,#10G,1/2"C 40/1 L-22 WP L-28 L-30 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. 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. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 3:35:51 PM E4 01/17/25 2024-009 J. CLARK LEVEL 01 FLOOR PLAN - HVAC CONNECTIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E4 - LEVEL 01 FLOOR PLAN - HVAC CONNECTIONS 1/4" = 1'-0" E4 1 LEVEL 01 FLOOR PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 EF-1 M L-26 WP WH-1 30/2 L-36,38 20/2 WP L-32 WP 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. 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. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/16/2025 3:35:51 PM E5 01/17/25 2024-009 J. CLARK ROOF PLAN - HVAC CONNECTIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: E5 - ROOF PLAN - HVAC CONNECTIONS 1/4" = 1'-0" E5 1 ROOF PLAN - HVAC CONNECTIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 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 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 FILTER SYSTEM WITH SEDIMENT FILTER, CARBON FILTER AND UV CHAMBER. SYSTEM SHALL HAVE MINIMUM 10 GPM STANDARD FLOW; PENTAIR MODEL PC1000-PUV-14-P OR EQUAL. 1-1/2" CW SUPPLY TO BUILDING 1-1/2" FILTER BYPASS PIPING WITH ISOLATION VALVE 1-1/2" FEED PIPE FROM CISTERN BOOSTER PUMP BP-1 UNION, TYP. ISOLATION VALVE, TYP. PRESSURE GAUGE 20 GALLON PRE-CHARGED PRESSURE TANK; PENTAIR MODEL PSC-20-6-02 OR EQUAL. DRAIN VALVE 1-1/2" WATER SERVICE PIPE FROM SITE UTILITY, SEE DETAIL 1/P0 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 WELL PUMP 20 70 - - 1 120/1 - GRUNDFOS JP PS 16 10 187 (1) HWRP-1 WATER RECIRC. 5 20 - - 1/12 120/1 - B&G SERIES PL (2) (1) SELF-PRIMING, BASE-MOUNTED WELL PUMP WITH INTEGRAL PRESSURE SWITCH. PROVIDE WITH BLADDER TYPE PRESSURE TANK. (2) PROVIDE WITH STARTER, DISCONNECT, TIMER AND AQUASTAT. SOLAR WATER HEATER SCHEDULE I.D. TYPE OF TANK CAPACITY RECOVERY @ POWER VOLTS/ BASIS OF DESIGN REMARKS TAG WATER HEATER (GALLONS) 80°F (GPH) INPUT (KW) PHASE WH-1 GLASS TUBE SOLAR 15 - 2.4 208/1 SUNBANK SB-40G (1) (1) PROVIDE EXPANSION TANK ON CW INLET; WATTS SERIES PLT OR EQUAL SIZED PER MANUFACTURER'S RECOMMENDATIONS. 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-SS. 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, open-front contoured toilet seat Kohler Stronghold K-4731-SA 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, WALL-MOUNT 1/2" 1/2" 2" 2" BASIS OF DESIGN: Kohler Soho K-2084. Fixture shall be white vitreous china, wall-mount lavatory with concealed carrier and anchoring screws; single hole punch, and 1 1/4" drain. Faucet shall be Symmons S6350B Dia ActivSense battery powered, sensor 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-3 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. Provide stainless steel removable crumb cup strainers and drains complete with service stops, tailpieces, P-trap and all trim. P-4 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. FD FLOOR DRAIN 1/2" TP -- 3" U.O.N. 2" PIPE SLEEVE WATER SERVICE PRESSURE RELIEF VALVE SET AT 80 PSI PRESSURE GAUGE (OPTIONAL, COORDINATE WITH WAPA REQUIREMENTS) HOSE END DRAIN VALVE CHECK VALVE GATE VALVE (TYP) RELIEF VALVE DISCHARGE PIPED FULL SIZE TO OUTDOORS FINISHED FLOOR GRADE UNION (TYP) STRAINER PRESSURE REDUCING STATION REFER TO 2/P701 (OPTIONAL, COORDINATE WITH WAPA REQUIREMENTS) PRESSURE GAUGE INLET STRAINER (TYP.) UNION (TYP.) GATE VALVE (TYP.) PRESSURE GAUGE (TYP.) GAUGE COCK (TYP.) OUTLET 2 1/2" PRESSURE REDUCING VALVES, SET AS SHOWN: 1st PRV - 60 PSI 2nd PRV - 67.5 PSI 3rd PRV - 75 PSI PRESURE RELIEF VALVE SET AT 80 PSI DISCHARGE TO FLOOR DRAIN IN RISER ROOM. FULL SIZE BY-PASS FOR 2" & SMALLER PRV STATION, USE (1) 1-1/2" PRV. FOR A 2-1/2" PRV STATION, USE (2) 1-1/2" PRVs. FOR A 3" PRV STATION, USE (2) 2" PRVs. FOR A 4" PRV STATION, USE (3) 2" PRVs. PRV STATION IS OPTIONAL - COORDINATE REQUIREMENTS WITH WAPA DRAIN VALVE SET THERMOSTAT AT 110ºF GATE VALVE (TYP.) UNION (TYP.) CW SUPPLY HW SUPPLY CHECK VALVE (TYP.) VACUUM RELIEF VALVE TO BE WATTS MODEL N36, OR EQUAL (ANSI Z21.22 COMPLIANT). INSTALL PER MANUFACTURERS INSTRUCTIONS. WATTS SERIES DETA EXPANSION TANK, OR EQUAL. SIZE PER MANUFACTURERS GUIDELINES BASED ON WATER HEATER TANK STORAGE CAPACITY. ASME PRESSURE & TEMPERATURE RELIEF VALVE INSTALL AN AUTOMATIC AIR VENT IN HIGH POINT OF HOT WATER RECIRC LOOP. ROUTE DISCHARGE TO NEAREST FLOOR DRAIN, HUB DRAIN, OR WATER HEATER DRAIN PAN. DRAIN VALVE 1/2" BY PASS (NORMALLY CLOSED) HWRP-1 AQUASTAT HWR HWR BALANCING VALVE GLASS TUBE SOLAR WATER HEATER WITH STORAGE TANK. INSTALL ON ROOF PER MANUFACTURER'S INSTRUCTIONS. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:55 AM P0 01/06/25 2024-009 Checker PLUMBING SCHEDULES & DETAILS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P0 - PLUMBING SCHEDULES & DETAILS NOT TO SCALE P0 4 FLOOR DRAIN DETAIL NOT TO SCALE P0 5 FLOOR CLEANOUT DETAIL 3/8" = 1'-0" P0 3 BOOSTER PUMP AND FILTER DETAIL 12" = 1'-0" P0 1 WATER ENTRANCE DETAIL NOT TO SCALE P0 2 PRESSURE REDUCING STATION DETAIL 12" = 1'-0" P0 6 SOLAR WATER HEATER WITH RECIRC DETAIL ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:17:59 AM P0.1 01/17/25 2024-009 C. LYLES PLUMBING SPECIFICATIONS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P0.1 - PLUMBING SPECIFICATIONS ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 1 2 3 4 5 A B C D E F 006 TICKET 007 MANAGER 008 BREAK ROOM 009 EMPLOYEE RESTROOM 010 Room 011 PUMP ROOM 012 UTILITY ROOM 013 RESTROOM-2 014 RESTROOM-1 015 STORAGE 016 JAN. 017 HALLWAY 018 LOBBY/WAITING 019 ELEC P-1 P-2 3" FD P-3 P-4 3" FD 3" FD 3" FD 3" FD P-1 P-1 P-2 P-2 4" SAN B/G, SEE CIVIL FOR CONTINUATION 3" VTR 3" FD Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:18:00 AM P1 01/06/25 2024-009 Checker LEVEL 01 FLOOR PLAN - WASTE & VENT PLUMBING LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P1 - LEVEL 01 FLOOR PLAN - WASTE & VENT PLUMBING 1/4" = 1'-0" P1 1 LEVEL 01 FLOOR PLAN - WASTE & VENT PLUMBING ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 1 2 3 4 5 A B C D E F 006 TICKET 007 MANAGER 008 BREAK ROOM 009 EMPLOYEE RESTROOM 010 Room 011 PUMP ROOM 012 UTILITY ROOM 013 RESTROOM-2 014 RESTROOM-1 015 STORAGE 016 JAN. 017 HALLWAY 018 LOBBY/WAITING 019 ELEC P-1 P-2 P-3 P-4 P-1 P-1 P-2 P-2 3/4" CW & 3/4" HW UP TO SOLAR WATER HEATER ON ROOF 1-1/4" DOMESTIC CW SERVICE TO BUILDING, SEE CIVIL FOR CONTINUATION. DOMESTIC CW ENTRANCE RISER, SEE DETAIL 1/P0. DOMESTIC CW BOOSTER PUMP FILTRATION SYSTEM HWRP-1 RECESSED VANDAL PROOF HOSE BIBB Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:18:02 AM P2 01/06/25 2024-009 Checker LEVEL 01 FLOOR PLAN - DOMESTIC WATER PLUMBING LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P2 - LEVEL 01 FLOOR PLAN - DOMESTIC WATER PLUMBING 1/4" = 1'-0" P2 1 LEVEL 01 FLOOR PLAN - DOMESTIC WATER PLUMBING ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 1 2 3 4 5 A B C D E F 3" VTR WH-1 3/4" H&CW UP FROM UTILITY ROOM BELOW, CONNECT TO SOLAR WATER HEATER PER DETAIL 6/P0 3" ROOF DRAIN. CONNECT TO ARCHITECTURAL DOWNSPOUT BELOW FOR ROUTING TO BUILDING CISTERN. SEE ARCHITECTURAL & CIVIL PLANS FOR MORE INFORMATION. Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:18:03 AM P3 01/06/25 2024-009 Checker ROOF PLAN - PLUMBING LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P3 - ROOF PLAN - PLUMBING 1/4" = 1'-0" P3 1 ROOF PLAN - PLUMBING ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25 P-1 P-2 P-1 P-2 P-4 P-1 P-2 P-3 3" FD 3" FD 3" FD 3" FD 3" FD 3" SAN 3" SAN 4" SAN 4" SAN 3" SAN 3" SAN 4" SAN 3" SAN 4" SAN 3" SAN 4" SAN 2" V 2" V 2" V 2 1/2" V 2-1/2" VTR SEE CIVIL FOR CONTINUATION P-1 P-2 P-1 P-2 P-4 P-1 P-2 P-3 HWRP-1 BP-1 FILTRATION SYSTEM 3/4" H&CW TO WATER HEATER ON ROOF 1-1/4" CW SERVICE, SEE CIVIL FOR CONTINUATION DOMESTIC CW SERVICE ENTRANCE, SEE DETAIL 1/P0 VANDAL PROOF HOSE BIBB BACKFLOW PREVENTER AND ISOLATION VALVE 3/4" CW 3/4" HW 1 1/4" CW 1" CW 1" CW 3/4" CW 1/2" CW 3/4" HW 3/4" HWR Project Engineer Project No. Date Drawing No. DESIGN DISTRICT, PLLC ISSUED FOR CONSTRUCTION 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com VI LICENSE # 1114A Autodesk Docs://Vitran Terminal/2024-1455 Vitran Bus Terminal MEP R24.rvt 1/17/2025 8:18:04 AM P4 01/17/25 2024-009 C. LYLES PLUMBING RISER DIAGRAMS LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL PLOT 24D ESTATE BODY SLOB, ST. CROIX USVI Department of Public Works - Division of Transportation PROJECT NUMBER: 2024-009 PROJECT NAME: LLOYD ALFREDO "SONNY" BARNES - LA REINE BUS TERMINAL SHEET NUMBER: P4 - PLUMBING RISER DIAGRAMS P4 1 WASTE & VENT RISER DIAGRAM P4 2 DOMESTIC WATER RISER DIAGRAM ISSUANCES No. Drawing Issue Description Date BID & PERMIT DOCUMENTS 01/17/25