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VICINITY MAP INDEX OF DRAWINGS PROJECT DIRECTORY PROJECT NO.: ISSUED FOR: PREPARED BY: PREPARED FOR: GOVERNMENT OF THE UNITED STATES VIRGIN ISLANDS OFFICE OF DISASTER RECOVERY ISSUE DATE: V.I. FIRE AND EMERGENCY MEDICAL SERVICES PROJECT INFORMATION CRUZ BAY VIFEMS STATION ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 23-005.C FCD (FEDERAL CONSISTENCY DETERMINATION) PACKAGE 04.22.2025 PROJECT SITE INDEX OF DRAWINGS1 SHEET NO. SHEET NAME GENERAL DRAWINGS G0.0 COVER SHEET G0.1 DRAWING LIST & LIFE SAFETY G0.2 GENERAL AND DEMOLITION NOTES G0.3 ADA REQUIREMENTS & STANDARDS CIVIL DRAWINGS C001 GENERAL NOTES C002 GENERAL NOTES C003 EXISTING CONDITION PLAN C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS C005 DEMOLITION PLAN C006 SITE AND GEOMETRY PLAN C007 PAVING, GRADING, DRAINAGE PLAN C008 TYPICAL SECTIONS C009 PAVING, GRADING, DRAINAGE DETAILS C010 PAVING, GRADING, DRAINAGE DETAILS C011 PAVING, GRADING, DRAINAGE DETAILS C012 PAVING, GRADING, DRAINAGE DETAILS C013 PAVING, GRADING, DRAINAGE DETAILS C014 POTABLE WATER AND SANITARY SEWER NOTES C015 POTABLE WATER AND SANITARY SEWER NOTES C016 POTABLE WATER AND SANITARY SEWER NOTES C017 POTABLE WATER AND SANITARY SEWER NOTES ARCHITECTURAL 1A1.0 FIRST LEVEL - IDENTIFICATION PLAN 1A1.1 FIRST LEVEL - DIMENSION PLAN 1A1.2 FIRST LEVEL LIFE SAFETY PLAN 1A1.3 FIRST LEVEL REFLECTED CEILING PLAN 2A1.0 SECOND LEVEL - IDENTIFICATION PLAN 2A1.1 SECOND LEVEL DIMENSION PLAN 2A1.2 SECOND LEVEL LIFE SAFETY PLAN 2A1.3 SECOND LEVEL REFLECTED CEILING PLAN 3A1.0 THIRD LEVEL IDENTIFICATION PLAN 3A1.1 THIRD LEVEL DIMENSION PLAN 3A1.2 THIRD LEVEL LIFE SAFETY PLAN 3A1.3 THIRD LEVEL REFLECTED CEILING PLAN 4A1.0 ROOF PLAN ELEVATIONS A2.0 BUILDING ELEVATIONS A2.1 BUILDING ELEVATIONS BUILDING SECTIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS SCHEDULES/ ELEVATIONS INDEX OF DRAWINGS1 SHEET NO. SHEET NAME A4.0 SCHEDULES A4.1 DOOR ELEVATIONS A4.2 WINDOW ELEVATIONS A4.3 JAMB DETAILS A4.4 JAMB DETAILS A5.0 WALL DETAILS A5.1 CEILING DETAILS A5.2 ROOF DETAILS A5.3 ROOF DETAILS A5.4 ROOF DETAILS A5.5 ROOF DETAILS A5.6 DOOR DETAILS A6.0 ENLARGED RESTROOM PLAN & ELEVATIONS A6.1 ENLARGED FEMALE PLAN AND ELEVATIONS A6.2 ENLARGED MALE RESTROOM AND ELEVATIONS A6.3 ENLARGED KITCHEN PLAN AND ELEVATIONS A6.4 ENLARGED ELEVATOR PLANS, SECTION AND DETAILS A6.5 ENLARGED STAIR PLANS & DETAILS DIRECTION OF NORTH ARCHITECTURAL SYMBOLS: REFERENCE: TO ENLARGED PLAN, DETAIL OR SECTION 4 A8.0 DETAIL NUMBER DRAWING NUMBER W2 WALL TYPE NUMBER REFERENCE: TO WALL TYPE 4 A8.0 SECTION NUMBER DRAWING NUMBER REFERENCE: TO PARTIAL SECTION 1 A2.0 ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO EXTERIOR ELEVATION A NEW WINDOW LETTER REFERENCE: TO WINDOW SCHEDULE A5.0 6 7 8 10 ELEVATION NUMBER ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO INTERIOR ELEVATION 102 NEW DOOR NUMBER REFERENCE: TO DOOR SCHEDULE NEW ELEVATION TARGET TOP OF MASONRY 625.0' A A-2.0 MATCH LINE MATCH LINE LETTER SHEET NUMBER ARCHITECTURAL ABBREVIATIONS: ACT. ACOUSTIC CEILING TILE AES. ARCHITECTURALLY EXPOSED STEEL A.F.F. ABOVE FINISH FLOOR B.T.W. BOTTOM OF WALL BLDG. BUILDING CONC. CONCRETE CMU. CONCRETE MASONRY UNIT CWB. CEMENT WALL BOARD DIA. DIAMETER EA. EACH EL. ELEVATION ES. EXPOSED STRUCTURE EQ. EQUAL EXIST. EXISTING F.F. FINISH FLOOR FIN. FINISH FLG. FLOORING FTG. FOOTING GALV. GALVANIZED GWB. GYPSUM WALL BOARD GYP. GYPSUM HOR. HORIZONTAL MTL. METAL MO. MASONRY OPENING O.C. ON CENTER O.D. OUTSIDE DIAMETER PLYW. PLYWOOD PNL. PANEL PNT. PAINT R.W.L. RAIN WATER LEADER PTD. PAINTED T.O.W. TOP OF WALL T.S. TUBULAR STEEL U.N.O. UNLESS NOTED OTHERWISE VBC. VINYL BASECOVE VCT. VINYL COMPOSITION TILE WD. WOOD RIGID INSULATION MATERIALS LEGEND: IN SECTION: BATT INSULATION EARTH / COMPACTED FILL COMPACTED GRAVEL FILL CAST-IN-PLACE OR PRECAST CONCRETE CONCRETE MASONRY UNIT PLASTER STEEL FINISH WOOD UNCUT WOOD SAWCUT WOOD/ BLOCKING/SHIM PLYWOOD PLASTER / CONCRETE IN ELEVATION: 1 ADDENDUM NUMBER 1 CHANGE ORDER NUMBER 1 CLARIFICATION NUMBER PROJECT RECORD NUMBER 1 1 TITLE X-X SCALE: 1"=10'-0" DRAWING TITLE NUMBER SHEET NUMBER CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I G0.1 DRAWING LIST & LIFE SAFETY 23-005.C Approver LIFE SAFETY PROJECT DATA PROJECT NAME: OWNER: LOCATION: JURISDICTION: ARCHITECT: APPLICABLE CODES BUILDING: INTERNATIONAL BUILDING CODE 2021 FIRE PROTECTION: INTERNATIONAL FIRE CODE 2021 MECHANICAL: INTERNATIONAL MECHANICAL CODE 2021 ELECTRICAL: INTERNATIONAL ELECTRICAL CODE 2021 PLUMBING: INTERNATIONAL PLUMBING CODE 2021 ACCESSIBILITY: INTERNATIONAL BUILDING CODE 2021 ENERGY: INTERNATIONAL ENERGY PROJECT DESCRIPTION PRIMARY CLASS USE: ZONING: CONSTRUCTION TYPE: NO. OF STORIES: 3 BUILDING HEIGHT: 51'-0" First to Second Second to Third Third BUILDING AREA: 51'-0" First to Second Second to Third Third SPRINKLED: AGE: FIRE SAFETY LEGEND TABLE 803.5 (IBC) INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY GROUP B: NON-SPRINKLED: VERTICAL EXITS: EXIT PASSAGEWAYS: EXIT ACCESS CORRIDORS: ROOMS & ENCLOSED SPACES: NO. DATE REMARKS GENERAL DEMOLITION AND CONSTRUCTION NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BE FAMILIAR WITH ALL SYSTEMS BEFORE DEMOLITION. ALL DEMOLITION SHALL COMPLY WITH THE RULES & REGULATIONS OF THE FEDERAL, STATE, COUNTRY AND CITY GOVERNMENTS. EXISTING SERVICES SHALL BE MAINTAINED DURING DEMOLITION. ANY SHUTDOWN OF SYSTEMS MUST BE COORDINATED & APPROVED BY THE OWNER. CONTRACTOR SHOULD COORDINATE WORK WITH ALL TRADES & PROVIDE SUPERVISION WHILE WORK IS BEING PERFORMED. 2. THE CONTRACTOR SHALL VERIFY WITH THE OWNER, ALL MATERIALS TO BE RETAINED BY THE OWNER & DELIVER & STORE SAME WHERE DIRECTED BY THE OWNER. ALL REMAINING ITEMS BECOME THE PROPERTY OF THE CONTRACTOR & SHALL BE DISPOSED OF IN A LEGAL MANNER. 3. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE & SAFE PASSAGE TO & FROM ADJACENT AREAS. PROVIDE, ERECT & MAINTAIN BARRICADES & LIGHTING AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF THE BUILDING & WORKERS. 4. REMOVE EXISTING ELEMENTS AS INDICATED BY LEGEND. SURFACES OF EXISTING AREAS WHICH HAVE BEEN ALTERED BY DEMOLITION NOT SPECIFICALLY CALLED FOR SHALL BE REPAIRED & FINISHED TO MATCH THE ADJACENT SURFACES. PROTECT ALL EXISTING OR REMAINING SURFACES, FLOORS, WALLS & CEILINGS FROM AREAS OF DEMOLITION & NEW CONSTRUCTION. 5. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS & NOTIFY THE ARCHITECT OF DISSIMILARITIES BEFORE PROCEEDING WITH DEMOLITION WORK. ALL WORK SHALL BE COORDINATED WITH DRAWINGS FOR NEW CONSTRUCTION. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION OR CONSTRUCTION IN EXISTING AREAS 7. ERECT & MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES & SMOKE TO OTHER PARTS OF THE BUILDING. MAINTAIN EXIT REQUIREMENTS, COORDINATE EXACT LOCATION WITH OWNER. ON COMPLETION OF WORK, REMOVE TEMPORARY PARTITIONS & REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 8. ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT & STUB-OFF, NOTIFY THE AFFECTED UTILITY COMPANY & OBTAIN APPROVAL BEFORE STARTING THIS WORK. 9. REMOVE FROM THE SITE ALL CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED & DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE HEALTH OF WORKERS OF THE PUBLIC. 10. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL OR PORTION THEREOF FROM DEMOLISHED MATERIAL BEFORE IT IS DISPOSED OF. 11. ALL PLUMBING (POTABLE, SANITARY, ETC.) REQUIRED FOR OTHER FLOORS ABOVE OR BELOW SHALL NOT BE DISRUPTED OR REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL SERVICES PRIOR TO REMOVAL OR DISCONNECTION OF ALL SERVICES (ELECTRICAL, HVAC, PLUMBING, SECURITY & TEL./DATA) FOR ADJOINING OCCUPIED SPACES SHALL BE MAINTAINED. CONTRACTOR TO MAKE MINOR ADJUSTMENTS AS REQUIRED TO MAINTAIN PLUMBING, ELECTRICAL & TEL./DATA TO OCCUPIED AREAS. 12. THE CONTRACTOR SHALL REMOVE & DISCARD ALL PLUMBING FIXTURES. THEY SHALL CAP ALL PIPES TEMPORALLY FOR RE-USE. 13. WHERE EXISTING WALLS ARE INDICATED TO BE REMOVED, PATCH INTERSECTING WALLS TO REMAIN FLUSH TO ACCEPT NEW FINISH. 14. CONTRACTOR SHALL REMOVE & DISCARD ALL DOORS, FRAMES, HARDWARE, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. 15. CONTRACTOR SHALL USE SELF LEVELING COMPOUND IN AREAS WHERE WALLS OR TILES HAVE BEEN REMOVED OR ALTERED IN ORDER TO MAINTAIN A LEVEL SURFACE THROUGHOUT. THEY MUST ALSO USE IT IN AREAS WHERE A TRANSITION IS NEEDED BETWEEN SURFACES THAT ARE DIFFERENT IN MATERIAL OR HEIGHT. 16. EXISTING WOOD SHUTTERS TO BE REMOVED AND REFURBISHED. 17. CONTRACTOR SHALL REMOVE & REFURBISH ALL JALOUSIE WINDOWS TO THE OUTSIDE OF THE NEW DOUBLE HUNG WINDOWS UNLESS OTHERWISE NOTED. 18. CONTRACTOR SHALL REMOVE ALL SHEATHING FROM EXISTING WALLS AND EXPOSING STUDS. SEE WALL DETAILS ON SHEET A5.0. 19. THE CONTRACTOR SHALL SURVEY THE EXISTING EQUIPMENT & FURNISHINGS & DISCARD ALL EQUIPMENT & FURNISHINGS NOT DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE TO BE SALVAGED. 20. EXISTING BASEBOARD TO BE REMOVED AND DISCARDED. 21. CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR TILES DOWN TO EXISTING FLOOR SLAB. THEY SHALL REPAIR AND PATCH EXISTING FLOOR AS REQUIRED FOR THE INSTALLATION OF NEW FLOOR TILES. 22. CONTRACTOR SHALL REMOVE ALL LOOSE PORTIONS OF EXISTING MASS MASONRY WALL. INSTALL A SCRATCH COAT OF LIME PLASTER PRIOR TO INSTALLATION OF THE FURRED WALL SYSTEM. 23. CONTRACTOR SHALL FOLLOW THE GUIDELINES OUTLINED IN THE LEAD BASED PAINT ABATEMENT SPECIFICATIONS FOR THE FOLLOWING AREAS: 24. CONTRACTOR SHALL FOLLOW GUIDELINES OUTLINED IN THE MOLD REMEDIATION SPECIFICATIONS FOR REMEDIATION OF AREAS IDENTIFIED IN THE DRAWINGS FOR REMOVAL AND REPLACEMENT OF WALL AND CEILING SHEATHING. GENERAL NOTES 1. THE INTENT OF THIS CONTRACT IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION OF THE WORK DESCRIBED IN THE DRAWINGS. THE PRECISE DETAILS OF PERFORMING THE WORK ARE NOT STIPULATED EXCEPT AS CONSIDERED ESSENTIAL FOR THE SUCCESSFUL COMPLETION OF THE WORK. FURNISH ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, TRANSPORTATION, AND SUPPLIES NECESSARY TO COMPLETE THE WORK ACCORDING TO THE CONTRACT. 2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL PROPOSED SOURCES OF MATERIAL BEFORE DELIVERY TO THE PROJECT SITE TO EXPEDITE MATERIAL INSPECTION AND TESTING IF REQUIRED BY THE ARCHITECT. STORED MATERIAL PREVIOUSLY APPROVED FOR PAYMENT MAY AGAIN BE INSPECTED BY THE ARCHITECT FOR COMPLIANCE WITH APPLICABLE CONTRACT SPECIFICATION PRIOR TO BEING INCORPORATED INTO THE WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF ALL STORED MATERIAL. 4. THE CONTRACTOR SHALL PROVIDE ALL SPACE OUTSIDE THE CONSTRUCTION LIMITS NEEDED FOR STORAGE OF MATERIAL. DO NOT USE PRIVATE PROPERTY FOR STORAGE WITHOUT WRITTEN PERMISSION OF THE OWNER OR LESSEE. FURNISH COPIES OF ALL SUCH AGREEMENTS TO THE ARCHITECT. ANY AREA PROVIDED BY THE OWNER FOR THE STORAGE OF MATERIAL SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE CONTRACT. 5. THE EXISTING UTILITIES SHOWN ARE FOR INFORMATION ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS, AND THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR LOCATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS IN THE FIELD WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PLANS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE. 7. WORK THAT DOES NOT CONFORM TO THE CONTRACT, OR TO PREVAILING INDUSTRY STANDARDS WHERE NO SPECIFIC CONTRACT REQUIREMENTS ARE NOTED SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. 8. DO NOT DISTURB AREAS OUTSIDE OF THE LIMITS OF THE AREAS SHOWN ON THE PLANS. DISTURBANCES OUTSIDE THESE LIMITS SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND STREET PROTECTION AT ALL TIMES. STREET SHALL NOT BE LEFT IN AN UNSAFE OR MUDDY CONDITION. 10. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 11. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO STARTUP OF CONSTRUCTION BY THE CONTRACTOR. 12. DEVIATION OF THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE THE WORK TO BE REJECTED BY THE ARCHITECT. 13. CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS, AND SUBCONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM IN CONNECTION WITH THE TASKS TO BE PERFORMED UNDER THE CONTRACT. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION BE IN STRICT COMPLIANCE WITH ALL OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), AND LOCAL HEALTH AND SAFETY CODES. 14. THE CONTRACTOR SHALL CHECK, REVIEW, AND VERIFY ALL PLANS, DIMENSIONS, AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODE, RULES, AND REGULATIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT. 15. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE U.S. VIRGIN ISLANDS BUILDING CODE, THE ACI, AND THE ASTM. 16. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WASTE MATERIAL AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIAL, AND TOOLS AND LEAVE THE WORK AREA BROOM CLEAN. 17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND THE VIRGIN ISLANDS CODE. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I G0.2 GENERAL AND DEMOLITION NOTES 23-005.C Approver NO. DATE REMARKS 15 min 380 48 max 1220 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH 10 max 255 1220 48 max 15 min 380 UNOBSTRUCTED FORWARD REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) OBSTRUCTED HIGH FORWARD REACH 4 max 100 X 80 2030 X > 27 685 > LIMIT OF PROTRUDING OBJECTS 60 min 24 min 36 min 36 min 12 min 915 305 1525 610 915 12 min 305 60 min 1525 base arm arm T-SHAPED TURNING SPACE CIRCULAR TURNING SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel POSITION OF CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 CLEAR FLOOR OR GROUND SPACE ø 5' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" 2' - 10" MAX. MAX.- ADA ACCESSIBLE 4' - 0" STANDARD 5' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" TYPICAL 4' - 0" 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" MAX. 4' - 0" MOUNT DRYER SO THAT OPERABLE CONTROLS ARE BETWEEN 15" MIN. & 48" MAX A.F.F. MOUNT PAPER TOWEL DISPENSER SO THAT OPERABLE CONTROLS, TOWEL DISPENSER AND WASTE RECEPTACLE OPENING ARE BETWEEN 15" MIN. & 48" MAX A.F.F. MOUNT SANITARY NAPKIN ACCESSORIES SO THAT OPERABLE CONTROLS, DISPENSER OUTLETS AND WASTE RECEPTACLES ARE BETWEEN 15" MIN & 48" MAX. A.F.F. MOUNT SEAT COVER ACCESSORIES SO THAT OPERABLE CONTROLS, AND DISPENSER OUTLETS ARE BETWEEN 15" MIN & 48" MAX. A.F.F. CENTER DISPENSER ABOVE TOILET BLOCKING SUPPORT (TYP) OPERABLE CONTROLS ZONE CHANGING TABLE ROBE / TOWEL HOOK HAND DRYER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER & WASTE RECEPTACLE SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER STANDARD SEAT COVER DISPENSER STANDARD COMBINED SEAT COVER & TOILET TISSUE DISPENSERS TOWEL BAR WALL SWITCH FOR ADA ACCESS: AREA OF UNOBSTRUCTED REACH FOR ALL OPERABLE CONTROLS AND AREAS SUBJECT TO REACH CONSTRAINTS OF WALL MOUNTED DEVICES TO BE LOCATED WITHIN THIS AREA MOUNT CHANGING TABLE SO THAT OPERABLE CONTROLS ARE BETWEEN 15" AND 48" MAX, AND SO THAT WHEN CHANGING TABLE IS IN OPEN POSITION THAT TABLE SURFACE DOES NOT EXCEED 2'-10" A.F.F. MAX 2' - 10" MAX. 2' - 3" MIN. MIN. 9" 2' - 10" MAX. 2' - 10" MAX. 2' - 3" MIN. MIN. 9" 2' - 10" MAX. 3'-4" MAX. AFF TO THE BOTTOM EDGE OF THE REFLECTING SURFACE 25" MAX. 25" MAX. 3'-4" MAX. AFF TO THE BOTTOM EDGE OF THE REFLECTING SURFACE COUNTER WITH DROP IN LAVATORY MIN. 8" MAX. 6" WALL HUNG LAVATORY MIN. 8" MAX. 6" TOP OF GRAB BAR 33" MIN. - 36" MAX. 11" MIN.-17" MAX. T.O. SEAT CHILD 17" MIN.-19" MAX. T.O. SEAT ADULT 1' - 3" MIN. 1 1/2" MIN. TOP OF GRAB BAR 33" MIN.- 36" MAX. 39" MIN. - 41" MAX.1' - 6" MIN. 3' - 0" MIN. BLOCKING SUPPORT TYP. 2' - 0" MIN. 1' - 0" MIN. MAX. 1' - 0" 39" MIN. - 41" MAX. 3' - 6" MIN. BLOCKING SUPPORT (TYP.) 1' - 6" CL WATER CLOSET 7" MIN.-9" MAX CL T.P. DISPENSER LOCATION AREA ADA TOILET & GRAB BARS - FLOOR MTD. 17" MIN. - 19" MAX. 1' - 6" MIN. 38" MIN. 48" MAX. 6' - 10" SHOWER CONTROLS & HAND HELD SHOWER DEVICES TO BE LOCATED IN ZONE INDICATED WITH HATCH PATTERN 15" MAX 15" MAX FOLDING TYPE SHOWER COMPARTMENT SEAT 1' - 6" BLOCKING SUPPORT (TYP.) CL CONTROL WALL SHOWER / ADA SHOWER ALIGN EDGE OF GRAB BAR WITH EDGE OF SHOWER OPENING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I G0.3 ADA REQUIREMENTS & STANDARDS 23-005.C J.P.W. 3/8" = 1'-0" 1 BUILDING BLOCKS1 3/8" = 1'-0" 2 FLOOR CLEARANCES1 3/8" = 1'-0" 3 MOUNTING HEIGHTS1 3/8" = 1'-0" 4 ADA SINK & VANITY1 3/8" = 1'-0" 5 ADA TOILET & GRAB BAR1 3/8" = 1'-0" 6 SHOWER/ ADA SHOWER1 NO. DATE REMARKS C001 GENERAL NOTES DIVISION I- GENERAL REQUIREMENTS AND COVENANTS 1. ONLY APPROVED MATERIALS SHALL BE USED CONTRACTOR SHALL USE ONLY MATERIALS IN THE WORKS THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS, RELEVANT SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLICATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2000." 2. INSPECTION AND TESTS AT SOURCE OF SUPPLY 2.1 GENERAL: IF THE VOLUME, PROGRESS OF THE WORK, AND OTHER CONSIDERATIONS WARRANT, THE ENGINEER OF RECORD(E.O.R.) MAY INSPECT THE MATERIALS AT THE SOURCE OF SUPPLY. 2.2 COOPERATION BY CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE E.O.R. WITH FREE ENTRY AT ALL TIMES TO SUCH PARTS OF THE PLANT THAT CONCERN THE MANUFACTURE OR PRODUCTION OF THE MATERIALS ORDERED. 3. CONTROL BY SAMPLES AND TESTS 3.1 PAVEMENT SAMPLES: FOR BOTH BASE COURSE AND SURFACE COURSE PAVEMENTS, THE CONTRACTOR SHALL FURNISH SAMPLES TAKEN FROM THE COMPLETED WORK FROM ANY LOCATION THAT THE E.O.R. INDICATES, AND IMMEDIATELY REPLACE THE AREAS SO REMOVED WITH MATERIALS AND CONSTRUCTION THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND TO THE LINE AND GRADE OF THE IMMEDIATE SURROUNDING PAVEMENT SURFACE. 3.2 APPLICABLE STANDARDS: METHODS OF SAMPLING AND TESTING MATERIALS SHALL BE IN ACCORDANCE WITH STANDARDS OF AASHTO OR ASTM. 3.3 SIEVES: USE SIEVES MEETING THE REQUIREMENTS OF AASHTO M 92. 3.4 INSPECTION AT PLANTS: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ACCESS TO ALL PARTS OF ALL PAVING OR OTHER PLANTS CONNECTED WITH THE WORK TO OBSERVE WEIGHTS OR PROPORTIONS OR CHARACTER OF MATERIALS AND TO DETERMINE TEMPERATURE USED IN PREPARING MATERIALS AND MIXTURES. 3.5 COMPACTION TESTS - PAVEMENT MATERIALS 3.5.1 WHEN REQUESTED BY THE ENGINEER OF RECORD (E.O.R.): NUCLEAR DENSITY OR OTHER APPROVED COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER OF COMPACTED BASE AND EMBANKMENTS. TWENTY-FOUR HOURS NOTICE OF ANY TEST SHALL BE GIVEN TO THE PROJECT ENGINEER AND COPIES OF THE TEST RESULT SHALL BE FORWARDED TO THE E.O.R. AS SOON AS POSSIBLE. THE CONTRACTOR SHALL KEEP COPIES OF THE TIME AND LOCATION OF ALL TESTS. 3.5.2 FIELD-TESTING: SHALL CONFORM TO ASTM STANDARDS OR APPROVED EQUIVALENT. MOISTURE DENSITY CURVES SHALL CONFORM TO ASTM D698-78; SIEVE ANALYSES TO ASTM C136-84A; AND FIELD DENSITIES TO ASTM D2167-84 OR TO ASTM D2922-81. 4. STORAGE OF MATERIALS 4.1 METHOD OF STORAGE: MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PRESERVE THEIR QUALITY AND FITNESS FOR THE WORK TO FACILITATE PROMPT INSPECTION AND TO MINIMIZE THE NOISE IMPACTS ON SENSITIVE RECEIVERS. 5. DEFECTIVE MATERIALS 5.1 THE FOLLOWING MATERIALS SHALL BE CONSIDERED DEFECTIVE: ALL MATERIALS NOT MEETING THE REQUIREMENTS OF THESE SPECIFICATIONS; MATERIALS THAT ARE OR HAVE BEEN IMPROPERLY STORED; AND MATERIALS THAT ARE MIXED WITH EXCESS OF CLAY, COAL , STICKS, BURLAP, HAY, STRAW, LOAM OR EARTH, OR OTHER DEBRIS. 6. LEGAL REQUIREMENTS AND RESPONSIBNILITY TO THE PUBLIC 6.1 OCCUPATIONAL SAFETY AND HEALTH REQUIREMENTS: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE, HEALTH AND GENERAL OCCUPATIONAL WELFARE OF ALL PERSONS INCLUDING THE CONTRACTORS EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE. 7. SANITARY PROVISIONS 7.1 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI). 8. CONTROL OF CONTRACTOR'S EQUIPMENT 8.1 PROTECTION FROM DAMAGE BY TRACTOR-TYPE EQUIPMENT: THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE THAT TRACTOR-TYPE EQUIPMENT DOES NOT DAMAGE THE ROAD. IF SUCH DAMAGE SHOULD OCCUR, CONTRACTOR SHALL REPAIR IT WITHOUT DELAY, AT NO EXPENSE TO THE OWNER AND SUBJECT TO THE APPROVAL OF THE E.O.R. 9. PRESERVATION OF PROPERTY 9.1 UTILITIES: CONTRACTOR SHALL NOT COMMENCE WORK AT POINTS WHERE THE CONSTRUCTION OPERATIONS ARE ADJACENT TO UTILITY FACILITIES OR OTHER PROPERTY, UNTIL MAKING ARRANGEMENTS WITH THE UTILITY FACILITIES TO PROTECT AGAINST DAMAGE THAT MIGHT RESULT IN EXPENSE, LOSS, DISRUPTION IN SERVICE OR OTHER INCONVENIENCE TO THE PUBLIC OR THE OWNERS. 10. RECORD OF CONSTRUCTION MATERIALS 10.1 GENERAL: FOR ALL CONSTRUCTION MATERIALS USED IN CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL PRESERVE FOR THE E.O.R'S INSPECTION THE INVOICES AND RECORDS OF MATERIALS FOR A PERIOD OF THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. THIS ALSO APPLIES TO MATERIALS PURCHASED BY SUBCONTRACTORS. DIVISION II- CONSTRUCTION DETAILS 1. CONSTRUCTION EQUIPMENT-GENERAL REQUIREMENTS 1.0 GENERAL: UNLESS RESTRICTED TO A SPECIFIC TYPE BY THE CONTRACT DOCUMENTS OR THE E.O.R., THE CONTRACTOR MAY PERFORM THE WORK USING EQUIPMENT, TOOLS, MACHINERY, ETC., OF HIS OWN CHOOSING. NOTE THAT FACILITIES TO BE CONSTRUCTED UNDER THE CONTRACT ARE ADEQUATE TO SUPPORT ONLY THEIR DESIGN LOADS IN THEIR COMPLETED CONSTRUCTION STAGE. IF THE CONTRACTOR'S EQUIPMENT OR PROCEDURES DURING CONSTRUCTION DAMAGE ANY PART OF THE FACILITY, THE CONTRACTOR SHALL REPLACE OR REPAIR IT AS DIRECTED BY THE E.O.R . AT NO EXPENSE TO THE OWNER. 2. MAINTENANCE OF TRAFFIC 2.1 DESCRIPTION: THE CONTRACTOR SHALL MAINTAIN TRAFFIC WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION PERIOD, INCLUDING ANY TEMPORARY SUSPENSIONS OF THE WORK. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ANY DETOUR FACILITIES, PROVIDE NECESSARY FACILITIES FOR ACCESS TO RESIDENCES, BUSINESSES, ETC., ALONG THE PROJECT. CONTRACTOR SHALL FURNISH AND APPLY CALCIUM CHLORIDE OR WATER ON THE SUBGRADE, UNSURFACD BASE, OR OTHER UNSURFACED TRAVELED WAYS IN ORDER TO CONTROL DUST DURING THE CONSTRUCTION OPERATIONS. 3. TRAFFIC CONTROL 3.1 STANDARDS: FHWA'S MUTCD PART VI IS THE MINIMUM STANDARDS FOR TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. CONTRACTOR SHALL UNDERSTAND THE STANDARDS ESTABLISHED IN THE AFOREMENTIONED MANUAL CONSTITUTE THE MINIMUM REQUIREMENTS FOR NORMAL CONDITIONS. THE E.O.R. MAY REQUIRE ADDITIONAL TRAFFIC CONTROL DEVICES, WARNING DEVICES, BARRIERS, OR OTHER SAFETY DEVICES WHERE UNUSUAL, COMPLEX, OR PARTICULARLY HAZARDOUS CONDITIONS EXIST. 3.2 MAINTENANCE OF DEVICES AND BARRIERS:P CONTRACTOR SHALL KEEP TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS IN THE CORRECT POSITION PROPERLY DIRECTED, CLEARLY VISIBLE AND CLEAN AT ALL TIMES. CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE OR CLEAN DAMAGED, DEFACED, OR DIRTY DEVICES OR BARRIERS AND HAVE THE E.O.R. APPROVE THEM FOR USE. 4. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 4.1 DESCRIPTION: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON THE PROJECT AND IN AREAS OUTSIDE THE RIGHT-OF-WAY WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT, SO AS TO PREVENT POLLUTION OF WATER, DETRIMENTAL EFFECTS TO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT RIGHT-OF-WAY AND DAMAGE TO WORK ON THE PROJECT. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEEATURES OR, WHERE PRACTICAL, CONSTRUCT AND MAINTAIN PERMANENT EROSION CONTROL FEATURES AS SHOWN IN THE PLANS OR AS MAY BE DIRECTED BY THE E.O.R. 5. CLEARING AND GRUBBING 5.1 DESCRIPTION: CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE AREAS OF THE ROADWAY RIGHT-OF-WAY AND OF BORROW PITS, SAND-CLAY BASE MATERIAL PITS, LATERAL DITCHES AND ANY OTHER AREAS SHOWN IN THE PLANS TO BE CLEARED AND GRUBBED. REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, AND OTHER SUCH PROTRUDING OBJECTS, AND BUILDINGS, STRUCTURES, APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED CONSTRUCTION, AND REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION. CONTRACTOR SHALL ALSO PERFORM MISCELLANEOUS WORK THE E.O.R. CONSIDERS NECESSARY FOR THE COMPLETE PREPARATION OF THE OVERALL PROJECT SITE AS FOLLOWS: (a) PLUG ANY WATER WELLS THAT ARE ENCOUNTERED WITHIN THE RIGHT-OF-WAY AND THAT ARE TO BE ABANDONED. (b) LEVEL THE TERRAIN OUTSIDE THE LIMITS OF CONSTRUCTION FOR PURPOSES OF FACILITATING MAINTENANCE AND OTHER POST-CONSTRUCTION OPERATIONS. (c) TRIM TREES AND SHRUBS WITHIN THE PROJECT RIGHT-OF-WAY THAT ARE IDENTIFIED IN THE PROJECT DOCUMENTS. 8. PRIME AND TACK COATS FOR BASE COURSES 8.1 DESCRIPTION: CONTRACTOR SHALL APPLY PRIME COATS ON PREVIOUSLY PREPARED BASES, AND APPLY TACK COATS ON PREVIOUSLY PREPARED BASES AND ON EXISTING PAVEMENT SURFACES. 8.2 PRIME COAT: FOR PRIME COAT, CONTRACTOR SHALL USE CUTBACK ASPHALT GRADE RC-70 OR RC-250 MEETING REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS, SECTION 916-3. 8.3 COVER MATERIAL FOR PRIME COAT: UNIFORMLY COVER THE PRIME BASE BY A LIGHT APPLICATION OF COVER MATERIAL. THE CONTRACTOR MAY USE EITHER SAND OR SCREENINGS FOR COVER MATERIAL. FOR THE SAND, MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-2 OR 902-6, AND FOR THE SCREENINGS MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-5. IF EXPOSING THE PRIMED BASE COURSE TO GENERAL TRAFFIC, APPLY A COVER MATERIAL THAT HAS BEEN COATED WITH 2 TO 4% ASPHALT CEMENT. APPLY THE ASPHALT COATED MATERIAL AT APPROXIMATELY 10 LB /SQ.YD [5.5 KG/SQ. M]. ROLL THE ENTIRE SURFACE OF ASPHALT COATED MATERIAL WITH A TRAFFIC ROLLER AS REQUIRED TO PRODUCE A REASONABLE DENSE MAT. 8.4 TACK COAT: UNLESS THE CONTRACT DOCUMENTS CALL FOR A SPECIFIC TYPE OR GRADE OF TACK COAT, USE UNDILUTED EMULSIFIED ASPHALT GRADES RS-1 OR RS-2 MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 916-4. HEAT RS-1 OR RS-2 TO A TEMPERATURE OF 140 TO 180° F [60 TO 82°C]. 8.5 APPLICATION OF PRIME COAT 8.5.1 GENERAL: CONTRACTOR SHALL CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE CONTENT OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME MATERIAL IS BETWEEN 100 AND 150° F [40 AND 65° C]. APPLY THE MATERIAL WITH A PRESSURE DISTRIBUTOR. DETERMINE THE APPLICATION AMOUNT BASED ON THE CHARACTER OF THE SURFACE. USE AN AMOUNT SUFFICIENT TO COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITH NO EXCESS. 8.5.2 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION THAT IS NOT LESS THAN 0.1 GAL/SQ.YD [0.5 L/SQ.M], UNLESS A LOWER RATE IS DIRECTED BY THE E.O.R. 8.6 APPLICATION OF PRIME COAT 8.6.1 WHERE REQUIRED: IN GENERAL THE E.O.R. WILL NOT REQUIRE A TACK COAT ON PRIMED BASES EXCEPT IN AREAS THAT HAVE BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR IN AREAS WHERE THE PRIME HAS CURED TO AN EXTENT THAT IT HAS LOST ALL BONDING EFFECT. GENERALLY, THE E.O.R. WILL REQUIRE A TACK COAT ON HOT BITUMINOUS BASE COURSE BEFORE PLACING THE SURFACE COURSE. 8.6.2 METHOD OF APPLICATION: CONTRACTOR SHALL APPLY THE TACK COAT WITH A PRESSURE DISTRIBUTOR EXCEPT THAT ON SMALL JOBS, IF APPROVED BY THE E.O.R., IT MAY BE APPPLIED BY OTHER MECHANICAL DEVICES OR BY HAND METHODS. HEAT THE BITUMINOIS MATERIAL TO A SUITABLE TEMPERATURE AS DESIGNATED BY THE E.O.R., AND APPLY IT IN A THIN, UNIFORM LAYER. 8.6.3 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GAL/SQ.YD [0.09 AND 0.36 L/SQ.M]. 9. BITUMINOUS SURFACE TREATMENT (INCLUDING MINERAL SEAL COAT) 9.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT A WEARING SURFACE OF SEPARATE APPLICATIONS OF BITUMINOUS MATERIAL COVEREED WITH AGGREGATE, EITHER IN SINGLE APPLICATIONS, DOUBLE (ALTERNATE) APPLICATIONS OR TRIPLE (ALTERNATE) APPLICATIONS 9.2 COMPOSITION AND PROPORTIONING: THE COMPOSITION AND PROPORTIONING FOR THE VARIOUS TYPES OF BITUMINOUS SURFACE TREATMENT AND FOR MINERAL SEAL COAT SHALL BE AS PER THE TABLES IN FDOT STANDARD SPECIFICATIONS SECTION 310-2. . 9.3 EQUIPMENT: 9.3.1 PRESSURE DISTRIBUTOR: CONTRACTOR SHALL PROVIDE A PRESSURE DISTRIBUTOR THAT IS EQUIPPED WITH PNEUMATIC TIRES HAVING A SUFFICIENT WIDTH OF RUBBER IN CONTACT WITH THE ROAD SURFACE TO AVOID BREAKING THE BOND OR FORMING A RUT IN THE SURFACE. ENSURE THAT THE DISTANCES BETTWEEN THE CENTRES OF OPENINGS OF THE OUTSIDE NOZZLES OF THE SPRAY BAR IS EQUAL TO THE WIDTH OF THE APPLICATION REQUIRED, WITHIN A ALLOWABLE VARIATION OF 2 INCHES [50 MM]. ENSURE THAT THE OUTSIDE NOZZLE AT EACH END OF THE SPRAY BAR HAS AN AREA OF OPENING NOT LESS THAN 25% OR MORE THAN 75% IN EXCESS OF THE OTHER NOZZLES. ENSURE THAT ALL NOZZLES HAVE UNIFORM OPENINGS. 9.3.2 SPREADING EQUIPMENT: CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS AD AGGREGATE SPREADERS AT THE SITE OF THE WORK TO ENSURE CONTINUOUS SPREADING OF THE AGGREGATE ON THE UNCOVERED BITUMINOUS MATERIAL. USE A SPREADER OF THE MECHANICAL TYPE THAT IS SELF-SUPPORTED (TOWED) OR SELF-PROPELLED THAT IS CAPABLE OF PRODUCING A SMOOTH, UNIFORM DISTRIBUTION OF THE COVER MATERIAL. DO NOT USE SPREADERS OF THE TYPE ATTACHED DIRECTLY TO THE BACK OF THE TRUCK BODY (TAIL GATE SPREADERS). 11. TYPE S ASPHALT CONCRETE 11.1 DESCRIPTION: THE COMPOSITION AND PHYSICAL TEST PROPERTIES FOR ALL MIXES INCLUDING TYPE S ASPHALTIC CONCRETE (SI, SII AND SIII) ARE SHOWN IN FDOT STANDARD SPECIFICATIONS, TABLES 331-1 AND 331-2. 12. INLETS, MANHOLES, AND JUNCTION BOXES 12.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT DROP INLETS, MANHOLES, JUNCTION BOXES, SHOULDER GUTTER INLETS, AND YARD DRAINS FROM REINFORCED CONCRETE. FURNISH AND INSTALL THE NECESSARY METAL FRAMES AND GRATINGS. ALSO, ADJUST THOSE STRUCTURES SHOWN IN THE PLANS TO BE ADJUSTED OR WHICH ARE REQUIRED TO BE ADJUSTED FOR THE SATISFACTORY COMPLETION OF THE WORK. 12.2 EXCAVATION: WHERE UNSUITABLE MATERIALS FOR FOUNDATIONS IS ENCOUNTERED, EXCAVATE THE UNSUITABLE MATERIAL AND BACKFILL WITH SUITABLE MATERIAL PRIOR TO CONSTRUCTING OR SETTING INLETS, MANHOLES AND JUNCTION BOXES. 12.3 PLACING PIPE: CONTRACTOR SHALL CONSTRUCT INLET AND OUTLET PIPES FROM THE SAME SIZE AND KIND AS THE CONNECTING PIPE SHOWN IN THE PLANS. EXTEND THE PIPES THROUGH THE WALLS FOR A DISTANCE BEYOND THE OUTSIDE SURFACE SUFFICIENT FOR THE INTENDED CONNECTIONS, AND CONSTRUCT THE CONCRETE AROUND THEM NEATLY TO PREVENT LEAKAGE AROUND THEIR OUTER SURFACE. KEEP THE INLET AND OUTLET PIPES FLUSH WITH THE INSIDE OF THE WALL. RESILIENT CONNECTORS MAY BE USED IN LIEU OF A MASONRY SEAL. 12.4 BACKFILLING: BACKFILLING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 125, MEETING THE SPECIFIC REQUIREMENTS OF BACKFILLING AND COMPACTION AROUND INLETS, MANHOLES AND JUNCTION BOXES DETAILED IN 125-8.1 AND 125-8.2. DIVISION III- SUPPLEMENTAL NOTES 1. GENERAL NOTES 1.1 ACCOMMODATION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHEDS AND STORES AND REMOVE THE SAME FROM SITE ON COMPLETION OF WORKS. NO STRUCTURE SHALL BE ERECTED ON SITE WITHOUT THE OWNER'S WRITTEN CONSENT. SUCH CONSENT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CITING TEMPORARY STRUCTURES CLEAR OF THE WORKS. 1.2 STANDARDS: ALL WORK SHALL BE CARRIED OUT IN CONFORMITY WITH SOUND MODERN ROAD MAKING PRACTICES IN WHICH THE CONTRACTOR OR ANY SUB-CONTRACTOR MUST HAVE CONSIDERABLE KNOWLEDGE AND EXPERIENCE. THE CONTRACTOR SHALL CARRY OUT THE WORK IN A DILIGENT AND ORDERLY MANNER. SUFFICIENT EQUIPMENT AND QUALIFIED PERSONNEL SHALL BE AVAILABLE TO ACCOMPLISH THE WORK AT ALL TIMES. A SUITABLE QUALIFIED PERSON SHALL BE CONTINUOUSLY IN CHARGE OF THE WORK. 1.3 SUPPLY OF WATER: THE CONTRACTOR SHALL ARRANGE FOR AN ADEQUATE SUPPLY OF FRESH WATER AT THE SITE, INCLUDING PROVISION OF ANY STORAGE TANKS, SO THAT SUFFICIENT FRESH WATER IS AVAILABLE FOR THE EXECUTION OF THE WORKS. 1.4 PROTECTION OF WORKS FROM WEATHER: THE CONTRACTOR SHALL CAREFULLY PROTECT FROM INJURY BY RAIN, HEAT OR INCLEMENT WEATHER ALL WORKS, WHICH MAY BE ADVERSELY AFFECTED THEREBY. 1.5 CLEANLINESS OF SITE: THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, ETC. AS THEY ACCUMULATE ON THE SITE, AND CLEAN THE AREAS AS NECESSARY SO THAT THE SITE IS KEPT CLEAN AND TIDY DURING THE PROGRESS OF THE CONTRACT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT NO EARTH, DEBRIS OR ROCK IS DEPOSITED ON PUBLIC OR PRIVATE RIGHTS OF WAY AS RESULT OF THE WORKS, INCLUDING ANY DEPOSITS ARISING FROM THE MOVEMENT OF PLANT. THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND LABOUR ARISING FROM COMPLIANCE WITH THIS CLAUSE. 1.6 REGULATIONS: THE CONTRACTOR SHALL: 1.6.1 ABIDE BY THE LAWS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI), PARTICULARLY WITH REGARD TO FIRE REGULATIONS AND SAFETY. 1.6.2 OBTAIN ALL NECESSARY PERMITS TO CUT DOWN TREES, BURN WASTE AND DEBRIS, AND ABIDE BY STIPULATION OF PERMITS. 2. EARTH WORKS 2.1 DEFINITIONS AND CLASSIFICATIONS: THE FOLLOWING DEFINITIONS OF EARTH WORKS MATERIAL SHALL APPLY TO THIS AND OTHER CLAUSES OF THE SPECIFICATION IN WHICH REFERENCE IS MADE TO THE DEFINED MATERIALS: A) 'TOP SOIL' SHALL COMPRISE ALL THAT CAN SUPPORT VEGETATION. B) 'SUITABLE MATERIAL' SHALL COMPRISE ALL THAT WHICH IS ACCEPTABLE IN ACCORDANCE WITH THE CONTRACT FOR USE IN THE WORKS AND WHICH IS CAPABLE OF BEING COMPACTED IN THE MANNER SPECIFIED IN THESE SPECIFICATIONS. C) 'UNSUITABLE MATERIAL' SHALL MEAN OTHER THAN SUITABLE MATERIAL AND SHALL INCLUDE: (I) MATERIAL FROM SWAMPS. (II) LOGS, STUMPS AND PERISHABLE MATERIAL. (III) MATERIALS SUSCEPTIBLE TO SPONTANEOUS COMBUSTION. CLAY OF LIQUID LIMIT EXCEEDING 80 % AND/OR PLASTICITY INDEX EXCEEDING 55 %. (D)'ROCK' SHALL MEAN A HARD NATURAL MATERIAL THAT NEEDS THE USE OF BLASTING OR PNEUMATIC TOOLS OR RIPPING FOR REMOVAL. (E)'CUT' IS DEFINED AS THE MATERIAL REQUIRED TO BE REMOVED TO ACHIEVE TO THE DESIGN ELEVATION (SUB-BASE GRADE). (F)'FILL' IS DEFINED AS THE MATERIAL REQUIRED TO BE PLACED IN ORDER TO ACHIEVE THE DESIGN ELEVATION. 2.2 EXCAVATION 2.2.1 THE EXCAVATION SHOWN ON THE DRAWINGS OR SPECIFIED BY THE OWNER'S REPRESENTATIVE SHALL BE CARRIED OUT TO SUCH LINES, LEVELS, DIMENSIONS AND SLOPES. EXCAVATION FACES SHALL BE NEATLY TRIMMED. 2.2.2 A TOLERANCE OF ONE INCH OVER OR UNDER THE DESIGN PROFILES MAY BE PERMITTED UNLESS OTHERWISE REQUIRED BY THE CONTRACT. 2.2.3 ANY EXCESS DEPTH EXCAVATED BELOW THE FORMATION PROFILE TOLERANCE SPECIFIED SHALL BE MADE GOOD BY BACK FILLING WITH SUITABLE MATERIAL OF SIMILAR CHARACTERISTICS TO THAT REMOVED, AND COMPACTED IN ACCORDANCE WITH THESE SPECFICATIONS. 2.2.4 THE SLOPES OF ALL CUTTINGS SHALL BE CLEARED OF ALL ROCK FRAGMENTS, WHICH MOVE WHEN PRIED BY A CROW BAR. 10. HOT BITUMINOUS MIXTURES 10.1 TRANSPORTATION OF THE MIXTURE: TRANSPORT THE MIXTURE IN TIGHT VEHICLES PREVIOUSLY CLEANED OF ALL FOREIGN MATERIAL. AFTER CLEANING, THINLY COAT THE INSIDE OF THE TRUCK BODIES WITH SOAPY WATER OR AN APPROVED EMULSION CONTAINING NOT MORE THAN 5% OIL. APPLY THE COATING PRIOR TO THE FIRST LOADING EACH DAY AND REPEAT AS NECESSARY THROUGHOUT THE DAY'S OPERATIONS. AFTER THE TRUCK BODIES ARE COATED AND BEFORE ANY MIXTURE IS PLACED THEREIN, RAISE THEM TO DRAIN OUT ANY EXCESS LIQUIDS. COVER EACH LOAD DURING COOL AND CLOUDY WEATHER AND AT ANY TIME THERE IS A PROBABILITY OF RAIN. 10.2 PREPARATION OF APPLICATION SURFACES 10.2.1 CLEANING: PRIOR TO THE LAYING OF THE MIXTURE, CLEAN THE SURFACE OF THE BASE OR THE PAVEMENT TO BE COVERED OF ALL LOOSE OR DELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPPLEMENTED BY HAND BROOMING WHERE NECESSARY. 10.2.2 PATCHING AND LEVELING COURSES: WHEN AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, AND WHEREVER THE PLANS INDICATE, BRING THE EXISTING SURFACE TO PROPER GRADE AND CROSS SECTION BY THE APPLICATION OF PATCHING AND LEVELING COURSES. 10.2.3 APPLICATION OVER SURFACE TREATMENT: WHERE AN ASPHALT MIX IS TO BE PLACED OVER NEWLY CONSTRUCTED SURFACE TREATMENT, SWEEP AND DISPOSE OF ALL LOOSE MATERIAL FROM THE PAVING AREA. 10.2.4 COATING SURFACES OF CONTACTING STRUCTURES: PAINT ALL STRUCTURES WHICH WILL BE IN ACTUAL CONTACT WITH THE ASPHALT MIXTURE, WITH THE EXCEPTION OF THE VERTICAL FACES OF THE EXISTING PAVEMENTS AND CURBS OR CURB AND GUTTER, WITH A UNIFORM COATING OF ASPHALT CEMENT TO PROVIDE A CLOSELY BONDED, WATER-TIGHT JOINT. 10.3 PLACING MIXTURE 10.3.1 ALIGNMENT OF EDGES: LAY ALL ASPHALTIC CONCRETE MIXTURES, INCLUDING LEVELING COURSES OTHER THAN ADJACENT TO CURB AND GUTTER AND OTHER TRUE EDGES, BY THE STRINGLINE METHOD TO OBTAIN AN ACCURATE, UNIFORM ALIGNMENT OF THE PAVEMENT EDGE. 10.3.2 TEMPERATURE OF SPREADING: THE CONTRACTOR SHALL MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING TO WITHIN +/- 24° F [+/- 14° C] OF THE ESTABLISHED MIX TEMPERATURE ESTABLISHED BY THE CONTRACTOR. AS A MINIMUM, THE ENGINEER WILL TAKE MIX TEMPERATURES OF THE MIX ON THE ROAD IN AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN SPECIFIED TOLERANCE CORRECTIVE ACTION MAY NEED TO BE TAKEN. 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 6. STABILIZING 6.1 DESCRIPTION: STABILIZE DESIGNATED PORTIONS OF THE ROADBED TO PROVIDE A FIRM AND UNYIELDING SUBGRADE, HAVING THE REQUIRED BEARING VALUE SPECIFIED IN THE PLANS. WHEN SPECIFIED IN THE PLANS, PROVIDE ADDITIONAL STRENGTHENING OF THE SUBBASE BY ADDITIONAL STABILIZING OF THE UPPER PORTION OF THE PREVIOUSLY STABILIZED SUBGRADE, WITHIN THE LIMITS SPECIFIED. 6.2 MAXIMUM PARTICLE SIZE OF MIXED MATERIALS: AT THE COMPLETION OF THE MIXING, ENSURE THAT THE GRADATION OF THE MATERIAL WITHIN THE LIMITS OF THE AREA BEING STABILIZED IS SUCH THAT 97% WILL PASS A 3 1/2" (90MM) SIEVE AND THAT THE MATERIAL DOES NOT HAVE A PLASTICITY INDEX GREATER THAN EIGHT OR LIQUID LIMIT GREATER THAN THIRTY. 6.3 DENSITY REQUIREMENTS: WITHIN THE ENTIRE LIMITS OF THE WIDTH AND DEPTH OF THE AREAS TO BE STABILIZED, OBTAIN A MAXIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T180. 7. GRANULAR BASE 7.1 MATERIALS: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) STANDARD. THE CONTRACTOR MAY USE MORE THAN ONE SOURCE OF GRANULAR BASE ON A SINGLE CONTRACT PROVIDED THAT A SINGLE SOURCE IS USED THROUGHOUT THE ENTIRE WIDTH AND DEPTH OF A SECTION OF BASE. OBTAIN APPROVAL FROM THE E.O.R. BEFORE PLACING MATERIAL FROM MORE THAN ONE SOURCE. 7.2 METHOD OF SPREADING: CONTRACTOR SHALL SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COURSE ROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK. 7.3 GRANULAR BASE FOR SHOULDER PAVEMENT: UNLESS OTHERWISE PERMITTED, CONTRACTOR SHALL COMPLETE ALL GRANULAR BASE SHOULDER CONSTRUCTION AT ANY PARTICULAR LOCATION BEFORE PLACING THE FINAL COURSE OF PAVEMENT ON THE TRAVELED ROADWAY. WHEN DUMPING MATERIAL FOR THE CONSTRUCTION OF A GRANULAR BASE ON THE SHOULDERS, DO NOT ALLOW MATERIAL CAPABLE OF SCARRING OR CONTAMINATING THE PAVEMENT SURFACE ON THE ADJACENT PAVEMENT. IMMEDIATELY SWEEP OFF ANY GRANULAR MATERIAL THAT IS DEPOSITED ON THE SURFACE COURSE. 7.4 DENSITY REQUIREMENTS: WHEN PROPER MOISTURE CONDITIONS ARE OBTAINED, COMPACT MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. COMPACT THE GRANULAR BASE FOR SHOULDER PAVEMENT TO NOT LESS THAN 95% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. 7.5 PRIMING: CONTRACTOR SHALL APPLY THE PRIME COAT ONLY WHEN THE BASE MEETS THE SPECIFIED DENSITY REQUIREMENTS AND WHEN THE MOISTURE CONTENT IN THE TOP HALF OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE OF THE BASE MATERIAL. AT THE TIME OF PRIMING ENSURE THAT THE BASE IS FIRM, UNYIELDING AND IN SUCH CONDITION THAT NO UNDUE DISTORTION WILL OCCUR. 7.6 MAINTAINING: MAINTAIN THE TRUE CROWN AND TEMPLATE, WITH NO RUTTING OR OTHER DISTORTION WHEN APPLYING THE SURFACE COURSE. 9.3.3 ROLLERS: CONTRACTOR SHALL PROVIDE ROLLERS THAT ARE 3 TO 5 TON [2.7 TO 4.5 METRIC TON] STEEL-TIRED OR COMBINATION STEEL AND RUBBER-TIRED, ROLLERS AND SELF-PROPELLED, PNEUMATIC-TIRED TRAFFIC TYPE ROLLERS THAT ARE EQUIPPED WITH AT LEAST SEVEN SMOOTH-TREAD, LOW-PRESSURE TIRES AND CAPABLE OF CARRYING A LOAD OF AT LEAST 8 TONS [7 METRIC TONS]. MAINTAIN THE INFLATION IN THE TIRES SUCH THAT IN NO TWO TIRES THE AIR PRESSURE VARIES MORE THAN 5 PSI [35 KPA]. LOAD THE TRAFFIC LOADER AS DIRECTED BY THE E.O.R. 9.4 APPLICATION OF BITUMINOUS MATERIAL: 9.4.1 DISTRIBUTOR PRESSURE: AFTER CLEANING THE SURFACE TO BE TREATED TO THE SATISFACTION OF THE E.O.R. ,THE CONTRACTOR SHALL UNIFORMLY SPRAY THE BITUMINOUS MATERIAL OVER THE SURFACE BY MEANS OF A PRESSURE DISTRIBUTOR. WHEN A SURFACE CONSTRUCTED UNDER THIS SECTION IS ON A PAVED SHOULDER, USE A STRINGLINE OR OTHER APPROVED METHOD TO PRODUCE A UNIFORM LINE ALONG THE EDGE OF THE APPLIED BITUMINOUS MATERIAL ADJACENT TO THE TRAFFIC LANES. USE A DISTRIBUTOR THAT MAINTAINS A PRESSURE OF AT LEAST 20 PSI [140 KPA] AND 75 PSI [520 KPA]. 9.4.2 APPLICATION TEMPERATURES: FOR ASPHALT CEMENT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 300 AND 350° F [150 AND 175° C]. FOR EMULSIFIED ASPHALT MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 100 AND 170° F [38 AND 75° C]. FOR CUT-BACK ASPHALT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 175 AND 275° F [80 AND 135° C]. 9.4.3 UNIFORMITY OF DISTRIBUTION: CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO OBTAIN AN EVEN AND UNIFORM DISTRIBUTIOIN OF BITUMINOUS MATERIAL, AND ADJUST AND OPERATE THE DISTRIBUTOR SO AS TO MAINTAIN UNIFORM, EVEN DISTRIBUTION OF THE MATERIAL BEING APPLIED. IMMEDIATELY REMOVE EXCESSIVE DEPOSITS OF BITUMINOUS MATERIAL UPON THE ROAD SURFACE CAUSED BY STOPPING AND STARTING THE DISTRIBUTOR, BY LEAKAGE OR OTHERWISE. 9.5 SPREADING COVER MATERIAL 9.5.1 SPREADING: SPREAD THE COVER MATERIAL IMMEDIATELY FOLLOWING EACH APPLICATION OF BITUMINOUS MATERIAL. UNIFORMLY DISTRIBUTE THE COVER MATERIAL OVER THE BITUMINOUS SURFACE IN ONE, TWO, OR THREE COURSES AS SPECIFIED. PERFORM SPREADING USING APPROVED MECHANICAL SPREADERS. USING ONLY DIRVERS EXPERIENCED IN THIS TYPE OF WORK FOR DRIVING THE SPREADERS. DO NOT DRIVE TRUCKS OR SPREADERS ON THE UNCOVERED BITUMINOUS MATERIAL. 9.5.2 BROOMING AND DRESSING: IMMEDIATELY AFTER EACH APPLICATION OF COVER MATERIAL, BROOM THE SURFACE IN ORDER TO SECURE A UNIFORM DISTRIBUTION OF COVER MATERIAL AND A SMOOTH SURFACE. PLACE ADDITIONAL AGGREGATE BY HAND ON ANY AREAS NOT PROPERLY COVERED. 9.6 ROLLING AND CURING 9.6.1 GENERAL REQUIREMENTS: IMMEDIATELY AFTER THE SPREADING AND DRAGGING OF EACH APPLICATION OF COVER MATERIAL, ROLL THE ENTIRE SURFACE. BEGIN ROILLING WITHIN 30 MINUTES AFTER SPREADING OF THE COVER MATERIAL. BEGIN ROLLING AT THE EDGES AND PROGRESS TO THE CENTRE OF THE SURFACE, UNIFORMLY LAPPING EACH PRECEDING PASS AND THOROUGHLY COVERING THE ENTIRE SURFACE. DURING ROLLING, PERFORM ADDITIONAL DRAGGING AND HANDBROOMING AS SPECIFIED ABOVE. FIRST ROLL THE ENTIRE SURFACE WITH A TRAFFIC ROLLER, FOLLOWED IMMEDIATELY WITH A STEEL-WHEELED ROLLER. COVER THE ENTIRE SURFACE WITH A STEEL-WHEELED ROLLER. THEN, ROLL THE COVER MATERIAL AGAIN WITH THE TRAFFIC ROLLER. CONTINUE THE ROLLING AS LONG AS IS NECESSARY TO ENSURE THE THOROUGH KEYING OF THE COVER MATERIAL AND TO SECURE A UNIFORMLY CLOSED SURFACE. 9.6.2 SHOULDER PAVEMENT: FOR BITUMINOUS SURFACE-TREATED SHOULDER PAVEMENT, THE E.O.R. MAY REQUIRE ADDITIONAL ROLLING AS HE DEEMS NECESSARY TO COMPENSATE FOR THE LACK OF SUBSEQUENT ROLLING BY HIGHWAY TRAFFIC. 9.7 SURFACE REQUIREMENTS: CONTRACTOR SHALL PROVIDE A FINISHED SURFACE THAT IS UNIFORM AND CONFORMS TO THE LINES, GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. REMOVE ALL PORTIONS OF THE COMPLETED SURFACE THAT ARE DEFECTIVE, ARE NOT PROPERLY FINISHED, HAVE FAT JOINTS, OR ARE NOT IN REASONABLY CLOSE CONFORMANCE WITH THESE SPECIFICATIONS, AND REPLACE THEM WITH A SATISFACTORY SURFACE. 9.8 PROTECTION: AFTER APPLYING THE BITUMINOUS MATERIAL, THE CONTRACTOR SHALL PREVENT TRAFFIC FROM USING THE ROAD UNTIL PLACING AND THOROUGHLY ROLLING THE COVER MATERIAL. IF POSSIBLE COMPLETE THE TRAFFIC OFF THE FINISHED SURFACE FOR AT LEAST 48 HOURS AFTER COMPLETING FINISHING 2. INTERMEDIATE ROLLING: PROVIDE FIVE COVERAGES WITH A SEFL-PROPELLED PNEUMATIC-TIRED ROLLER, FOLLOWING AS CLOSE BEHIND THE SEAL ROLLNG OPERATION AS THE MIX WILL PERMIT. 3. FINAL ROLLING: PROVIDE ONE COVERAGE WITH A TANDUM STEEL-WHEELED ROLLER (STATIC MODE ONLY), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], AFTER COMPLETING THE SEAL ROLLING AND INTERMEDIATE ROLLING, BUT BEFORE THE SURFACE PAVEMENT TEMPERATURE DROPS BELOW 160° F [70°C]. 10.4.2 ROLLING PROCEDURES: ENSURE THAT THE INITIAL ROLLLING IS LONGITUDINAL. WHERE THE LANE BEING PLACED IS ADJACENT TO A PREVIOUSLY PLACED LANE, PINCH OR ROLL THE CENTRE JOINT PRIOR TO ROLLING THE REST OF THE LANE. ROLL ACROSS THE MAT, OVERLAPPING THE ADJACENT PASS BY AT LEAST 6 INCHES [150 MM]. ROLL SLOWLY ENOUGH TO AVOID DISPLACEMENT OF THE MIXTURE AND CORRECT ANY DISPLACEMENT AT ONCE BY THE USE OF RAKES AND THE ADDITION OF FRESH MIXTURE AS REQUIRED. 10.4.3 SPEED OF ROLLING: OPERATE THE SELF-PROPELLED, PNEUMATIC-TIRED ROLLER AT THE SPEED OF 6 TO 10 MPH [10 TO 16 KM/H]. FOR EACH ROLLER DO NOT EXCEED AN AREA OF COVERAGE OF 3,000 SQ.YD/H [2,500 SQ.M/H]. 10.4.4 CORRECTING DEFECTS: CONTRACTOR SHALL NOT ALLOW ROLLERS TO DEPOSIT GASOLINE, OIL, OR GREASE ONTO THE PAVEMENT. REMOVE OR REPLACE ANY AREAS DAMAGED BY SUCH DEPOSITS AS DIRECTED BY THE E.O.R.REMOVE AND REPLACE ANY MIXTURE REMAINING UNBONDED AFTER ROLLING. CORRECT ALL DEFECTS PRIOR TO LAYING THE SUBSEQUENT COURSE. C002 GENERAL NOTES D) A TAMPING ROLLER, FOR THE PURPOSE OF THIS SPECIFICATION, IS A MACHINE WITH A ROLL OR ROLLS FROM WHICH 'FEET' PROJECT. THE PROJECTED END AREA OF EACH FOOT SHALL EXCEED 0.11SQ.FT AND THE SUM OF THE AREAS OF FEET SHALL EXCEED 15 PER CENT OF THE AREA OF THE CYLINDER SWEPT BY ENDS OF THE FEET. THE REQUIREMENTS FOR TAMPING ROLLERS APPLY TO MACHINES THAT HAVE 2 ROLLS IN TANDEM. IF ONLY ONE TAMPING ROLL TRAVERSES EACH POINT ON THE SURFACE OF THE LAYER ON ANY ONE PASS OF THE MACHINE, THE MINIMUM NUMBER OF PASSES SHALL BE TWICE THE NUMBER GIVEN IN TABLE 2.1 E) FOR PNEUMATIC-TYRED ROLLERS MASS PER WHEEL IS THE TOTAL MASS OF THE ROLLER DIVIDED BY THE NUMBER OF WHEELS. March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 2.2.5 CONSTRUCTION TRAFFIC SHALL NOT USE ANY ROAD FORMATION AT THE BOTTOM OF A CUTTING UNLESS THE CUTTING IS IN ROCK OR THE CONTRACTOR MAINTAINS THE LEVEL OF THE BOTTOM SURFACE AT LEAST 1 FOOT ABOVE FORMATION LEVEL. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY DAMAGE TO THE SUB-GRADE ARISING FROM SUCH USE OF THE SURFACE. 2.3 PREPARATION OF FILL AREAS: UNLESS OTHERWISE REQUIRED BY THE CONTRACT THE NATURAL GROUND OVER WHICH FILLING IS TO BE PLACE SHALL BE CLEARED OF ALL LOOSE BOULDERS, GRASS, PRODUCTIVE SOIL, BUSHES, TREES, ROOTS AND OTHER VEGETATION. NO FILLING MATERIAL SHALL BE PLACED UNTIL ALL WATERCOURSES HAVE BEEN DIVERTED OR UNDER DRAINED. ALL POTHOLES OR CAVITIES DISCOVERED SHALL BE OPENED UP, FILLED AND COMPACTED BEFORE ANY FILLING TAKES PLACE. 2.4 FORMING OF EMBANKMENTS: ALL FILLING MATERIAL SHALL BE OBTAINED FROM APPROVED BORROW AREAS OR FROM OTHER SOURCES APPROVED BY THE PROJECT ENGINEER. 2.4.1 EMBANKMENTS SHALL BE FORMED OF MATERIAL DEFINED AS SUITABLE MATERIAL IN CLAUSE 4.1 THE MATERIAL SHALL BE DEPOSITED AND COMPACTED AS SOON AS PRACTICABLE AFTER EXCAVATION IN ACCORDANCE WITH CLAUSE 4.7. EMBANKMENTS SHALL BE BUILT UP EVENLY OVER THE FULL WIDTH AND SHALL BE MAINTAINED AT ALL TIMES WITH A SURFACE OF SUFFICIENT CAMBER AND SUFFICIENTLY EVEN TO ENABLE SURFACE WATER TO DRAIN READILY FROM THEM. DAMAGE TO COMPACTED LAYERS BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR. 2.4.2 THE EXISTING GROUND BELOW EMBANKMENT AREAS SHALL BE CLEARED AS SPECIFIED IN 2.4, AND THEN RIPPED TO A DEPTH OF TWELVE INCHES (12") BELOW EXISTING GROUND LEVEL. THE RIPPED ROCK SHALL THEN BE WELL WALKED IN UNTIL IT WILL PASS A 4" GAUGE AND THOROUGHLY COMPACTED IN ACCORDANCE WITH TABLE 2.1. 2.4.3 ROCK USED, AS FILL SHALL BE OF SUCH SIZE THAT IT CAN BE DEPOSITED IN HORIZONTAL LAYERS, EACH NOT EXCEEDING 18 INCHES LOOSE DEPTH AND EXTENDING OVER THE FULL WIDTH OF THE EMBANKMENTS. MATERIALS SHALL BE SPREAD AND LAID BY A CRAWLER TRACTOR WEIGHING NOT LESS THAN 15 TONS AND COMPACTED IN ACCORDANCE WITH CLAUSE 3.2. EACH LAYER SHALL CONSIST OF REASONABLY GRADED ROCK AND ALL SURFACE VOIDS SHALL BE FILLED WITH BROKEN FRAGMENTS BEFORE THE NEXT LAYER IS PLACED. THE TOP SURFACE AND SIDE SLOPES OF EMBANKMENTS SO FORMED SHALL BE THOROUGHLY BLINDED WITH APPROVED FINE GRADED MATERIALS TO SEAL THE SURFACE. 2.4.4 IF THE CONTRACTOR WISHES TO CONTINUE TO USE THE SURFACE OF EMBANKMENTS FOR CONSTRUCTION TRAFFIC BEFORE TRIMMING TO FORMATION LEVEL HE SHALL BRING UP AND MAINTAIN THE SURFACE TO A LEVEL NOT LESS THAN 6 INCHES ABOVE FORMATION LEVEL. ANY DAMAGE TO THE SUBGRADE CAUSE BY THE USE OF SUCH SURFACE SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. 2.5 COMPACTION ALL MATERIAL SHALL BE COMPACTED AS SOON AS PRACTICABLE AFTER DEPOSITION. THE PERCENTAGE COMPACTION SHALL EQUAL OR EXCEED 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. AS A GUIDELINE TABLE 2.1 GIVES COMPACTION REQUIREMENTS FOR TYPES OF EQUIPMENT, DEPTH OF LAYER AND NUMBER OF PASSES. LISTED BELOW ARE THE DEFINITIONS AND CLASSIFICATIONS ASSOCIATED WITH TABLE 2.1 TABLE 2.1 COMPACTION REQUIREMENTS D= MAXIMUM DEPTH OF COMPACTED LAYER (INCHES) N= MINIMUM NUMBER OF PASSES _________________________________________________________________ TYPE OF CATEGORY UNIFORMLY COMPACTION GRADED PLANT MATERIAL _________________________________________________________________ MASS PER YD WIDTH OF ROLL: D N _________________________________________________________________ SMOOTH- OVER 0.71T UP TO 0.91T 5 10* WHEELED OVER 0.91T UP TO 1.80T 5 8* ROLLER OVER 1.81T UNSUITABLE _________________________________________________________________ GRID ROLLER OVER 0.91T UP TO 1.81T 6 10* OVER 1.81T UP TO 1.82T UNSUITABLE OVER 1.82T UNSUITABLE _________________________________________________________________ TAMPING OVER 4.41T 10 4 ROLLER _________________________________________________________________ VIBRATING MASS PER YARD WIDTH OF A ROLLER VIBRATING ROLL: OVER 0.09T UP TO 0.15T 6 16 OVER 0.15T UP TO 0.24T 6 12 OVER 0.24T UP TO 0.44T 6 6 OVER 0.44T UP TO 0.60T 8 10* OVER 0.60T UP TO 0.77T 9 12* OVER 0.77T UP TO 0.97T 10 10* OVER 0.97T UP TO 1.21T 11 8* OVER 1.21T UP TO 1.44T 12 8* OVER 1.44T UP TO 1.68T 12 6* OVER 1.68T 12 4* _________________________________________________________________ 2.6 NOTES TO TABLE 2.1 A) THE DEPTH OF COMPACTED LAYER IS THE HEIGHT BY WHICH THE EMBANKMENT IS RAISED BY EACH SUCCESSIVE COMPACTED LAYER. B) THE NUMBER OF PASSES IS THE NUMBER OF TIMES THAT EACH POINT ON THE SURFACE OF THE LAYER BEING COMPACTED HAS BEEN TRAVERSED BY THE ITEM OF COMPACTION PLANT. C) THE COMPACTIVE EFFORT OF EACH COMPACTOR IS A FUNCTION OF THE MASS OF THE MACHINE AND THE COMPACTION PLANT IN TABLE 2.1 IS LISTED IN TERMS OF THEIR MASSES. THE MASS PER YARD WIDTH OF ROLL IS THE TOTAL MASS ON THE ROLL DIVIDED BY THE TOTAL ROLL WIDTH. WHERE A SMOOTH-WHEELED ROLLER HAS MORE THAN ONE AXLE. THE MACHINE SHALL BE ASSESSED ON THE BASIS OF THE AXLE GIVING THE HIGHEST VALUE OF MASS PER YARD WIDTH. F) IN ASSESSING THE NUMBER OF PASSES OF PNEUMATIC-TYRED ROLLER THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS TOGETHER WITH THE SUM OF THE SPACING NOT EXCEEDING 10 INCHES. WHERE THE SPACING EXCEEDS 10 INCHES THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS ONLY. G) VIBRATING ROLLERS ARE SELF-PROPELLED OR TOWED SMOOTH WHEELED ROLLERS HAVING MEANS OF APPLYING MECHANICAL VIBRATION TO ONE OR MORE ROLLS. H) THE REQUIREMENTS FOR VIBRATING ROLLERS ARE BASED ON THE USE OF THE LOWEST GEAR ON A SELF-PROPELLED MACHINE WITH MECHANICAL TRANSMISSION AND A SPEED OF 0.93 -1.55 MPH FOR A TOWED MACHINE, OR A SELF-PROPELLED MACHINE WITH HYDROSTATIC TRANSMISSION. IF HIGHER GEAR SPEEDS ARE USED AN INCREASED NUMBER OF PASSES SHALL BE PROVIDED IN PROPORTION TO THE INCREASE ON SPEED TO TRAVEL. I) WHERE THE MECHANICAL VIBRATING IS APPLIED TO TWO ROLLS IN TANDEM, THE MINIMUM NUMBER OF PASSES SHALL BE HALF THE NUMBER GIVEN IN TABLE 2.1 FOR THE APPROPRIATE MASS PER YARD WIDTH OF THE ONE VIBRATING ROLL. IF ONE ROLL DIFFERS IN MASS PER YARD WIDTH FROM THE OTHER THE NUMBER OF PASSES SHALL BE CALCULATED AS FOR THE ROLL WITH THE SMALLEST VALUE. ALTERNATIVELY THE MACHINE MAY BE TREATED AS HAVING A SINGLE VIBRATING ROLL MISSING LINE WITH THE HIGHER VALUE. J) VIBRATING TYPE ROLLERS OPERATING WITHOUT VIBRATION WILL BE CLASSIFIED AS SMOOTH-WHEELED ROLLERS. K) VIBRATING ROLLERS SHALL BE OPERATED WITH THEIR VIBRATORY MECHANISM OPERATING ONLY AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. ALL SUCH ROLLERS SHALL BE EQUIPPED OR PROVIDED WITH A DEVICE AUTOMATICALLY INDICATING THE FREQUENCY AT WHICH THE MECHANISM IS OPERATING. L) VIBRATING-PLATE COMPACTORS ARE MACHINES HAVING A BASE PLATE TO WHICH IS ATTACHED A SOURCE OF VIBRATION CONSISTING OF ONE OR TWO ECCENTRICALLY WEIGHTED SHAFTS. M) THE MASS PER UNIT AREA OF BASE-PLATE OF A VIBRATING PLATE COMPACTOR IS CALCULATED BY DIVIDING THE TOTAL MASS OF THE MACHINE IN IT'S WORKING CONDITION BY IT'S AREA IN CONTACT WITH COMPACTED SOIL. N) VIBRATING-PLATE COMPACTORS SHALL BE OPERATED AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. THEY SHALL NORMALLY BE OPERATED AT TRAVELLING SPEEDS OF LESS THAN 0.62MPH BUT IF HIGHER SPEEDS ARE NECESSARY THE NUMBER OF PASSES SHALL BE INCREASED IN PROPORTION TO THE INCREASE IN SPEED OF TRAVEL. O) VIBRO-TAMPERS ARE MACHINES IN WHICH AN ENGINE-DRIVEN RECIPROCATING MECHANISM ACTS ON A SPRING SYSTEM THROUGH WHICH OSCILLATIONS ARE SET UP IN A BASE-PLATE. P) POWER RAMMERS ARE MACHINES, WHICH ARE ACTUATED BY EXPLOSIONS IN AN INTERNAL COMBUSTION CYLINDER, EACH EXPLOSION BEING CONTROLLED MANUALLY BY THE OPERATOR. Q) IN THE CASE OF POWER RAMMERS AND DROPPING WEIGHT COMPACTORS ONE PASS WILL BE CONSIDERED AS MADE WITH THE COMPACTING SHOE HAS MADE ON STRIKE ON THE AREA IN QUESTION. R) FOR ITEMS MARKED * THE ROLLERS SHALL BE TOWED BY TRACK LAYING TRACTORS. SELF-PROPELLED ROLLERS ARE UNSUITABLE. S) WHERE COMBINATIONS OF DIFFERENT TYPES OF CATEGORIES OF PLANT ARE USED, THE COMPACTION REQUIREMENTS SHALL BE DECIDED UPON BY THE PROJECT ENGINEER, IN ACCORDANCE WITH TABLE 2.1. 2.7 SUB-GRADE AT SECTIONS TO BE RECONSTRUCTED OR WHERE CUTTING IS REQUIRED, THE EXISTING FORMATION SHALL BE SCARIFIED TO A DEPTH OF 6" BELOW FORMATION LEVEL. THE SCARIFIED MATERIAL SHALL THEN BE SHAPED AND ROUGH GRADED, WATERED AND COMPACTED IN ACCORDANCE WITH TAB 6.1 AFTER HARD PLANNING TO ACHIEVE THE REQUIRED CROSS-FALL A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE LAYER IS ACHIEVED, EXCEPT FOR VERGES. THEY SHALL BE LEFT WITH A ROUGH SURFACE TO RECEIVE THE SUBSEQUENT BASE LAYER. 2.8 BACKFILLING TO RETAINING WALLS BACKFILL TO RETAINING WALLS SHALL BE PLACED IN LAYERS NOT EXCEEDING NINE INCHES (9") THICK AND THOROUGHLY, BUT NOT EXCESSIVELY, COMPACTED. IF NECESSARY THE MATERIAL SHALL BE WATERED. 2.9 SETTLEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD TO THE SATISFACTION OF THE PROJECT ENGINEER ALL SETTLEMENT IN FILLING AND IN BACKFILLING THAT MAY OCCUR UP TO THE END OF THE PERIOD OF MAINTENANCE. 2.10 EARTHWORK TO BE KEPT FREE OF WATER THE CONTRACTOR SHALL PROVIDE WHERE NECESSARY TEMPORARY WATER COURSE, DITCHES, DRAINS, PUMPING OR OTHER MEANS OF MAINTAINING THE EARTHWORKS FREE OF WATER. SUCH WORK SHALL INCLUDE CARRYING OUT THE WORK OF FORMING THE CUTTINGS AND EMBANKMENTS IN SUCH A MANNER THAT THEIR SURFACES HAVE AT ALL TIMES A SUFFICIENT MINIMUM CROSS FALL AND, WHERE PRACTICABLE, A SUFFICIENT LONGITUDINAL GRADIENT TO ENABLE THEM TO SHED WATER AND PREVENT PONDING. 3 ROAD WORK 3.1 ALL MATERIAL WITHIN THE ROAD ALLOWANCE SHALL BE COMPACTED TO THE SATISFACTION OF THE PROJECT ENGINEER. 3.2 MINIMUM ACCEPTABLE COMPACTION REQUIREMENTS SHALL BE AS FOLLOWS: 3.2.1 ROAD SUB-GRADE 24" BELOW ROAD SUB-BASE OR GREATER: 95% STANDARD PROCTOR DENSITY 3.2.2 ROAD SUB-GRADE LESS THAN 24" BELOW ROAD SUB-BASE: 98% STANDARD PROCTOR DENSITY 3.2.3 ROAD SUB-BASE & BASE: 100% STANDARD PROCTOR DENSITY D. ASPHALT BASE OR SURFACE COURSE: 97% OF MIX DESIGN DENSITY REGARDLESS OF DEPTH OF ASPHALT BEING PLACED. 3.3. SUB-GRADE PREPARATION: THE ENTIRE ROAD RESERVATION SHALL BE RIPPED ALL OVER TO A DEPTH OF 6" BELOW FORMATION LEVEL; THE RIPPED STONE SHALL THEN BE WELL WALKED IN UNTIL ALL PASS A 4" SCREEN. THE RIPPED STONE SHALL THEN BE ROUGH GRADED, SHAPED, WATERED AND THOROUGHLY COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE IS ACHIEVED. 3.4 WHERE UNSTABLE OR ORGANIC SOIL IS FOUND TO EXIST BELOW THE PROPOSED ROAD SUB-BASE, ALL SUCH SOIL AND MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 4' BELOW FINISH GRADE AND REPLACED WITH APPROVED MATERIAL AS DIRECTED BY THE PROJECT ENGINEER. 3.5 SUB-BASE AND BASE PREPARATION: CLEAN WELL-GRADED STONE FILL PASSING 2" MESH SHALL BE PLACED IN TWO LAYERS OF 4" EACH AND SEPARATELY COMPACTED TO SPECIFIED DENSITY AND PROPER CROSS FALL 3.6 ASPHALT COURSE: FLORIDA TYPE S-I AND S-III SPECIFICATION, AS PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 1982. A 1 12" STRUCTURAL COURSE AND A 34" SURFACE/FRICTION COURSE SHALL BE PLACED AND COMPACTED ACCORDING TO SPECIFIED DENSITY AND PROPER CROSS FALL. 28.00 PK 16.16 STK 8.98 PK 14.18 SPK 28.41 CLOSURE 16.27 18.20 20.29 21.47 26.01 21.77 24.18 28.19 20.61 18.43 18.89 19.00 22.07 22.02 18.69 18.62 19.45 19.19 19.26 17.92 23.36 18.14 15.88 12.40 19.91 20.50 16.42 16.66 16.26 15.25 15.36 14.17 11.87 11.16 12.05 12.1911.669.95 17.04 16.96 16.85 8.44 14.80 15.91 16.30 16.57 16.76 17.09 17.42 16.75 13.93 11.53 8.20 6.08 7.66 9.17 11.26 37.68 16.81 15.54 28.00 PK 16.16 STK 8.98 PK 14.18 SPK 28.41 CLOSURE 16.27 18.20 20.29 21.47 26.01 21.77 24.18 28.19 20.61 18.43 18.89 19.00 22.07 22.02 18.69 18.62 19.45 19.19 19.26 17.92 23.36 18.14 15.88 12.40 19.91 20.50 16.42 16.66 16.26 15.25 15.36 14.17 11.87 11.16 12.05 12.1911.669.95 17.04 16.96 16.85 8.44 14.80 15.91 16.30 16.57 16.76 17.09 17.42 16.75 13.93 11.53 8.20 6.08 7.66 9.17 11.26 37.68 16.81 15.54 C003 EXISTING CONDITION PLAN March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 16.16 STK 8.98 PK 14.18 SPK 16.27 18.20 20.29 21.47 24.18 20.61 18.43 18.89 19.00 22.07 22.02 18.69 18.62 19.45 19.19 19.26 17.92 23.36 18.14 15.88 12.40 19.91 20.50 16.42 16.66 16.26 15.25 15.36 14.17 11.87 11.16 12.05 12.1911.669.95 17.04 16.96 16.85 8.44 14.80 15.91 16.30 16.57 16.76 17.09 17.42 16.75 13.93 11.53 8.20 7.66 9.17 11.26 37.68 16.81 15.54 SILT FENCE C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA SILT FENCE 28.00 PK 16.16 STK 8.98 PK 14.18 SPK 28.41 CLOSURE 16.27 18.20 20.29 21.47 26.01 21.77 24.18 28.19 20.61 18.43 18.89 19.00 22.07 22.02 18.69 18.62 19.45 19.19 19.26 17.92 26.70 23.36 18.14 15.88 12.40 19.91 20.50 16.42 16.66 16.26 15.25 15.36 14.17 11.87 11.16 12.05 12.1911.669.95 17.04 16.96 16.85 8.44 14.80 15.91 16.30 16.57 16.76 17.09 17.42 16.75 13.93 11.53 8.20 6.08 7.66 9.17 11.26 37.68 16.81 15.54 N:839033.44 E:1224934.17 N:839122.03 E:1224967.52 N:839154.95 E:1224983.43 N:839150.21 E:1225009.62 N:839056.64 E:1225027.86 N:839079.59 E:1224950.94 N:839037.08 E:1225028.81 N:839012.80 E:1225022.23 N:838994.82 E:1225012.39 DEMOLITION LEGEND 5 C005 DEMOLITION PLAN March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I S00° 45' 09.09"W 15.08' N66° 05' 10.14"E 13.32' 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 102 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 NEW FIRE STATION BUILDING N:839033.44 E:1224934.17 N:839038.84 E:1224946.35 N:839107.72 E:1225010.97 N:839122.79 E:1225011.17 C006 SITE & GEOMETRY PLAN March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 102 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 NEW FIRE STATION BUILDING F.F.E. = 11.50' T.O.W. 18.00 21.50 1.0% 21.90 24.20 22.15 21.00 20.50 22.40 23.45 21.90 11.45 11.45 12.00 10.00 21.25 13.40 11.45 11.45 8.00 11.45 11.30 11.45 11.40 20.50 21.60 21.45 21.40 21.25 1.0% 1.5% 17.5% 1.5% 0.5% 0.8% 1.6% 0.7% 8.1% 17.3% 24.0% 0.9% 4.0% 21.00 4.0% MITERED END PIPE (SEE DETAIL 18 / C011) I.E. = 6.50 (N) CB-1 (TYPE F) (SEE DETAIL 19 / C012) RIM = 11.40 I.E. = 8.25 (N) I.E. = 8.25 (S) AD-1 (ADS AREA DRAIN) (SEE DETAIL 24 / C013) RIM = 11.20 I.E. = 9.20 (SE) AD-2 (ADS AREA DRAIN) (SEE DETAIL 24 / C013) RIM = 11.20 I.E. = 8.99 (NW) I.E. = 8.99 (S) CONST. 57 LF OF 12" HDPE @ 3.05% CONST. 21 LF OF 8" HDPE @ 1.00% CONST. 18 LF OF 8" HDPE @ 4.01% 11.40 7.2% 9.8% 7.7% 2.0% 2.0% 1.5% 1.5% 0.8% 24 22 20 18 16 14 10 8 18 20 26 16 21.70 1.9% 21.55 17.5% 10 C007 PAVING, GRADING & DRAINAGE PLAN March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & POTABLE WATER AND SANITARY SEWER PLAN C013 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 4. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 6" CLEAR SEPARATION 5. STORM SEWER TO CROSS BELOW WATER LINE WITH MINIMUM 6" CLEAR SEPARATION 6. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT 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 SEE DETAIL 21/C012 NEW STORM SEWER SYSTEM TYPICAL SECTION 2 N.T.S. VARIES (0.7% TO 17.3 %) 12" PRE-MOLDED EXPANSION JOINT BUILDING BUILDING GRADE 1.5 % TO 9.8% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY CONCRETE RETAINING WALL GRADE CONCRETE ADA RAMP AND STEPS BUILDING GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS MACH TOP OF EXISTING PAVEMENT ELEVATION 12" PRE-MOLDED EXPANSION JOINT TYPICAL SECTION 1 N.T.S. GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS GRADE MACH TOP OF EXISTING PAVEMENT ELEVATION 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY CHAIN LINK FENCE GRADE C008 TYPICAL SECTIONS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I NOT TO SCALE RAILING DETAIL C009 PAVING, GRADING AND DRAINAGE DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I C010 PAVING, GRADING AND DRAINAGE DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I C011 PAVING, GRADING AND DRAINAGE DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I D D C C NOT TO SCALE TYPE F INLET C012 PAVING, GRADING AND DRAINAGE DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DETAIL HH/C011. 3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DETAIL II/C011. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) & PVC SEWER (4" -10"). (1) DUCTILE IRON GRATE CONCRETE WALKWAY OR DECK 4" MIN WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" INCREMENTAL EXTENSION 4" ON BODY SIZES 12" - 24" 6" ON BODY SIZES 30" 12" INCREMENTAL EXTENSION 4" ON BODY SIZES 12" - 24" 6" ON BODY SIZES 30" & 36" 12" INCREMENTAL EXTENSION 3" ON BODY SIZES 8" & 10" FIELD GLUE JOINT FIELD GLUE JOINT FIELD GLUE JOINT 1. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE GUIDELINES OUTLINED IN ASTM D2855. 2. PVC CEMENT USED SHALL MEET THE REQUIREMENTS OF ASTM D2564. 3. PVC PRIMER USED SHALL MEET THE REQUIREMENTS OF ASTM F656. NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 10" AREA DRAIN BASIN NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" RISER EXTENSION NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" MINIMUM ANGLE BETWEEN ADAPTERS VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) C013 PAVING, GRADING AND DRAINAGE DETAILS March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED WATER MAINS SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITY TO THE AREA WITHIN THE EXISTING EASEMENTS AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. BUILDTEC ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. WATER DISTRIBUTION SYSTEM: 1. ALL WATER MAINS SHALL BE MINIMUM 6-INCH AWWA C-900 PVC WITH DR OF 18. ALL PIPES AND FITTINGS SHALL BE CLASS "C" OR BETTER. JOINTS IN PVC PIPES SHALL BE OF THE RUBBER-RING PUSH-FIT TYPE, EITHER SPIGOT AND SOCKET OR DOUBLE BELL COUPLING. 2. ALL PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADIENTS WITH FITTINGS, VALVES AND HYDRANTS AT THE REQUIRED LOCATIONS. ALL WATER MAINS SHALL BE LAID TO SUCH DEPTHS WHICH WILL PROVIDE A MINIMUM COVER OF 3'-0" OR AS INDICATED IN THESE DRAWINGS. 3. TRENCHES SHALL BE EXCAVATED TO A MINIMUM WIDTH OF 12" PLUS THE NOMINAL PIPE DIAMETER (6" EACH SIDE), AND TO A DEPTH 4" DEEPER THAN THE PIPE INVERT FOR 4" DIAMETER PIPE OR LESS, AND 6" FOR ALL OTHERS. THE BOTTOM OF THE TRENCHES SHALL BE PROPERLY CLEANED AND LEVELED, AND SELECTED GRANULAR MATERIAL OR SAND PROVIDED UNDER THE PIPES. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT PROPER JOINTING AND TO AVOID THE POSSIBILITY OF BRIDGING BETWEEN JOINTS. EVERY PRECAUTION SHALL BE TAKEN TO ENSURE THAT NO FOREIGN MATERIAL ENTERS THE PIPE WHILE BEING LAID AND THAT RUBBER RINGS ARE PROPERLY INSTALLED IN THE PIPE BELL. 4. GATE OR BUTTERFLY VALVES MAY BE USED AND VARIETY SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. VALVES SHALL BE PROVIDED ON ALL BRANCH MAINS AT THEIR JUNCTIONS WITH PRINCIPAL MAINS. THE FOLLOWING STANDARDS APPLY: AWWA C-509 - RESILIENT SEATED GATE VALVES FOR WATER AND SEWERAGE SYSTEMS AWWA C-504 - RUBBER SEATED BUTTERFLY VALVES ALL VALVES MUST BE SQUARE-NUT OPERATED, NON-RISING STEM FITTED WITH O-RING SEALS. 5. CONCRETE ANCHOR BLOCKS SHALL BE PROVIDED AT ALL TEES, BENDS, CAPS, PLUGS, ETC. TO PREVENT REACTION MOVEMENTS. THE CONCRETE SHALL BE PLACED BETWEEN SOLID GROUND AND THE FITTING TO BE ANCHORED. 6. BACKFILLING SHALL BE CARRIED OUT WITH SUITABLE FINE MATERIAL IN ORDER TO PROVIDE A FIRM AND CONTINUOUS SUPPORT FOR THE PIPE. BACKFILL SHALL BE PLACED BY HAND AND FULLY COMPACTED IN LAYERS NOT EXCEEDING 6" FOR THE FIRST 12" OVER THE PIPE. APPROVED MECHANICAL METHODS MAY BE EMPLOYED FOR BACKFILLING THE REMAINDER OF THE TRENCH. IF SUITABLE BACKFILL MATERIAL IS NOT AVAILABLE IN SUFFICIENT QUANTITY FROM THE TRENCH, THE NECESSARY MATERIAL SHALL BE IMPORTED TO COMPLETE BACKFILLING. WHERE PVC PIPE IS BEING LAID, SAND OR OTHER APPROVED MATERIAL SHALL BE USED FOR BEDDING AND SURROUND, AND FOR THE FIRST 12" ABOVE THE PIPE. IT SHALL BE PLACED BY HAND AND BE FULLY COMPACTED IN 6" LAYERS BEFORE THE REMAINDER OF THE TRENCH IS BACKFILLED IN THE USUAL MANNER. 7. POLYETHYLENE SERVICE PIPES SHALL BE SDR 11, PC 160 PSI, IPS, OD-CONTROLLED IN ACCORDANCE WITH AWWA C901 AND ASTM 3035 (SEE AWWA C-901, TABLE 5), AND SHALL BE COMPATIBLE WITH TALBOT PUSH-FIT FITTINGS. PIPE MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL FOR POTABLE WATER. 8. THE SERVICE LINES SHALL BE CONNECTED TO THE MAINS BY THE INSERTION OF CORPORATION COCKS, FERRULES OR ANGLE VALVES OF A TYPE APPROVED BY THE VIWAPA. 9. SERVICE LINES SHALL HAVE A MINIMUM COVER OF 2 FEET IN VEHICULAR DRIVEWAYS, PARKING LOTS AND ROADWAYS AND BE PROTECTED BY PVC DUCTING. 10. CONTRACTOR SHALL MAKE BUILDING CONNECTIONS WITH TEE-WYE AND DOUBLE WYE BRANCH CONNECTION TO MAIN SEWER LINE. JOINTS SHALL BE LOCATED TO PERMIT ONE CONNECTION FOR TWO PROPERTIES WHERE POSSIBLE. BUILDING CONNECTIONS PROVIDED BY THE DEVELOPER SHALL EXTEND THREE FEET BEYOND FRONT PROPERTY LINE. BUILDING SEWERS AND CLEAN OUTS SHALL BE STUBBED A MINIMUM THREE FEET BEYOND GRADE TO EASE FUTURE CONNECTIONS. BUILDING SEWER PIPE SHALL BE SIX INCH DIAMETER PVC. 11. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 12. FIRE HYDRANTS MUST BE IN ACCORDANCE WITH AWWA C502. HYDRANTS SHOULD HAVE (2) 2 1/2" OUTLET NOZZLES AND (1) 4 1/2" PUMPER NOZZLE WITH STANDARD HOLE THREADS. CAPS MUST BE PROVIDED ON NOZZLES AND ATTACHED BY CHAINS. A STANDARD AWWA OPERATING NUT WITH O-RING TYPE SEAL IS REQUIRED. HYDRANTS SHOULD ALSO BE INSTALLED WITH BREAK-AWAY FLANGE AT BASE. TWO OPERATING KEYS SHALL BE PROVIDED WITH EACH INSTALLED HYDRANT. 13. ALL BURIED VALVES SHALL HAVE CAST IRON TWO- OR THREE-PIECE VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND TO EXTEND TO SUCH ELEVATION AT OR SLIGHTLY ABOVE THE FINISHED GRADE SURFACE. THE BARREL SHALL BE ONE- OR TWO-PIECE SCREW TYPE, HAVING 5 1/4" SHAFT. COVER SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN SIX INCHES OF THE TOP OF THE VALVE BOX COVER. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASES. 14. LOCATION OF FIRE HYDRANTS, VALVES AND OTHER WATER APPURTENANCES SHOWN IN DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 15. ELEVATION OF MANHOLE RIMS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL ELEVATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 16. SEWER LINE DIRECTIONS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL SEWER LINE BEARINGS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 17. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 18. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS WHICH SHALL BE SUBMITTED TO THE VIWAPA AND VIWMA WITHIN SEVEN DAYS OF PROJECT COMPLETION. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 19. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF POTABLE WATER AND SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 20. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE VIWAPA AND VIWMA THROUGHOUT CONSTRUCTION. SANITARY SEWER SYSTEM: 1. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 2. LEAKAGE FOR NEW COPNSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 3. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN HOUSE CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 4. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 5. SEWERS SHALL BE LAID WITH UNIFORM SLOPES AND ALIGNMENT BETWEEN MANHOLESAND ON COMPLETION SHALL SHOW A FULL CIRCLE OF LIGHT WHEN LAMPED BETWEEN MANHOLES. 6. MANHOLES SHALL BE INSTALLED AT ALL CHANGES OF GRADE, ALIGNMENT OR SIZE OF SEWER, AT ALL INTERSECTIONS AND DISTANCES NOT GREATER THAN 400 FEET. THE MINIMUM INSIDE DIAMETER OF MANHOLES SHALL BE 48 INCHES. 7. THE MANHOLE FLOOR SHALL HAVE A FLOW CHANNEL MADE TO CONFORM IN SHAPE AND CARRYING CAPACITY TO THAT OF THE SEWERS. 8. FORCE MAINS SHALL BE DUCTILE IRON OR PVC PRESSURE PIPE WITH RUBBER RING, PUSH FIT JOINTS. MINIMUM VELOCITY IN THE FORCE MAINS SHALL BE 2.5 FEET PER SECOND. THE FOLLOWING STANDARDS SHALL APPLY: DUCTILE IRON - AWWA C100 PVC - AWWA C900 (SDR-18) PUMPING STATION: 1. SEWAGE PUMPING STATIONS SHALL BE CONCRETE WET WELL PUMPING STATION INCORPORATING EASILY REMOVABLE CLOSE-COUPLED SUBMERSIBLE PUMPS. 2. TWO OR MORE PUMPS COMPATIBLE WITH THE STANDARD MODELS USED BY THE CORPORATION (FLYGT), SHALL BE PROVIDED IN EACH PUMPING STATION. WHERE ONLY TWO PUMPS ARE PROVIDED, EACH PMUP SHALL BE CAPABLE OF HANDLING TWICE THE PEAK FLOW AND BE THE SAME MODEL AND IMPELLER SIZE. 3. DEVICES FOR MEASURING SEWAGE FLOWS AND POWER CONSUMPTION SHALL BE INSTALLED AT ALL PUMPING STATIONS. 4. APPROVED STANDBY POWER EQUIPMENT OR FACILITIES TO ALLOW QUICK CONNECTION OF STANDBY POWER EQUIPMENT SHALL BE PROVIDED AT PUMPING STATIONS. March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I POTABLE WATER AND SANITARY SEWER NOTES C014 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 102 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 10"X4" PVC WYE CONNECTOR 40 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) REFER TO PLUMBING PLANS FOR CONTINUATION 4" GRADE PVC CLEANOUT 8"X6" TEE AND 6" GATE VALVE FIRE HYDRANT ASSEMBLY 2" CORPORATION STOP ASSEMBLY 2" WATER METER 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 8" GATE VALVE AND 8" END CAP 8"X6" REDUCER 73 L.F. 8" C-900 P.V.C. WATER MAIN 65 L.F. OF 2" SDR-11 HDPE WATER SERVICE LINE REFER TO PLUMBING PLANS FOR CONTINUATION REMOVE END CAP AND CONNECT TO EXISTING WATER MAIN POTABLE WATER AND SANITARY SEWER PLAN March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & PAVING, GRADING & DRAINAGE PLAN SHEET C007 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW SANITARY SEWER LATERAL NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC C015 NOT TO SCALE PAVEMENT RESTORATION GENERAL NOTES: 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE. BUT NOT LESS THAN 12". 2. BASE MATERIAL SHALL BE PLACED IN 6 INCH MAXIMUM LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY, PER AASHTO T-180. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100. 3. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. PAVEMENT MATERIAL SHALL BE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE STRUCTURAL COURSE (1" THICK). MATCH EXISTING GRADES AT LIMIT OF SAWCUT. 5. UPON COMPLETION OF TRENCHING AND TRENCH/PAVEMENT RESTORATION FOR THE ENTIRE PROJECT, RESURFACE ENTIRE ROADWAY WIDTH WITH FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY (1" MINIMUM THICKNESS). 6. BID PRICES FOR PIPE AND/OR FRENCH DRAIN SHALL INCLUDE PAVEMENT RESTORATION TO MATCH EXISTING GRADES. CONTRACTOR SHALL NOT LEAVE MORE THAN 1,000-FEET OF EXPOSED LIMEROCK BASE AT ANY TIME DURING THE TRENCH/PAVEMENT RESTORATION PROCESS. ONLY THE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY WILL BE PAID SEPARATELY. 7. WHEN TRENCHING OUTSIDE THE PAVEMENT AREA, ASPHALT AND BASE MATERIAL REFERENCED IN GENERAL NOTES 1-5 ARE NOT REQUIRED. RESTORE OR REPLACE ALL PUBLIC OR PRIVATE PROPERTY TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL IMPACTED AREAS SHALL BE COMPACTED TO 95% DENSITY IN 6-INCH MAXIMUM LIFTS. 8. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL SOILS INFORMATION TO UNDERSTAND EXISTING CONDITIONS. EXIST. ASPHALT SURFACE PAVEMENT RESTORATION TO MATCH EXIST. GRADE SAWCUT ALONG A NEAT AND STRAIGHT EDGE. TACK COAT ALL SURFACES AND EDGES (BOTH SIDES) EXIST. LIMEROCK BASE REFER TO TYPICAL TRENCH BACKFILL DETAIL 6/C016 2' TYP. 2' TYP. TRENCH WIDTH T 2T 12" MIN. WIDTH=TRENCH WIDTH(W)+4' 6" 6" ASPHALT PAVEMENT RESTORATION NOTES: 1. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL MATERIAL 2" MAXIMUM PARTICLE SIZE, COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" LIFTS, PER AASHTO SPEC. NO. T-99C 2. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 3. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS, A FOUNDATION IS REQUIRED AS DETERMINED BY THE ENGINEER. 12" VARIES 6" MIN. SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" MAX. SIZE LIFT, PER AASHTO SPEC. NO. T-99C SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY PER AASHTO T-99C IN LAYERS NOT TO EXCEED 6" THICKNESS WITH 2" MAX. PARTICLE SIZE BEDDING MATERIAL SEE NOTE NO. 1 FOUNDATION REQUIRED IN UNSTABLE SOILS. SEE NOTE NO. 3 5 NOT TO SCALE TYPICAL TRENCH BACKFILL 4 NOT TO SCALE SANITARY SEWER LATERAL 1 NOT TO SCALE PIPE LOCATING WIRE 2 NOT TO SCALE WATERMAIN CROSSING 3 REPLACEMENT BASE NOT TO SCALE VALVE AND BOX 6 March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I C016 POTABLE WATER AND SANITARY SEWER DETAILS o NOT TO SCALE CONCRETE VALVE PAD 7 NOT TO SCALE THRUST BLOCKS 9 NOT TO SCALE ABOVE GROUND REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY 8 NOT TO SCALE FIRE HYDRANT ASSEMBLY 10 March, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 CRUZ BAY-VIFEMS STATION ESTATE ENIGHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I C017 POTABLE WATER AND SANITARY SEWER DETAILS 3 A3.1 3 A3.1 A A B C D D 1 1 2 2 3 4 4 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 215 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 7' - 1" 40' - 0" 28' - 10 3/4" 20' - 3 1/4" 22' - 4" 3' - 2" 34' - 6" 14' - 2" 14' - 8" 31' - 2" 102 101 103 104 107 100 109A 109C W3 W3 W1 W1 W3 W3 W3 W3 W4 1 A3.1 1 A3.1 40' - 0" 10' - 4" 38' - 10" W1 W1 W1 W1 W1 W1 109B W3 W3 111A 111B W4 W4 W4 W4 W3 W4 W4 A6.4 1 2 A3.1 2 A3.1 1 A3.0 1 A3.0 RETAINING WALL EYEWASH STATION 110B 110A 2 A3.0 2 A3.0 UP 20 RS. w/ 11" TRDS. A6.5 1 106 W1 108 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 1A1.0 FIRST LEVEL - IDENTIFICATION PLAN 23-005.C Approver 3/16" = 1'-0" 1 FIRST LEVEL - IDENTIFICATION PLAN NO. DATE REMARKS 3 A3.1 3 A3.1 A A B C D D 1 1 2 2 3 4 4 1 A3.1 1 A3.1 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 215 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 7' - 1" 40' - 0" 28' - 10 3/4" 20' - 3 1/4" 22' - 4" 37' - 8" 14' - 2" 14' - 8" 31' - 2" 40' - 0" 10' - 4" 38' - 10" 11' - 8 1/4" 7' - 3 1/4" 89' - 2" 15' - 3 1/4" 20' - 9 1/4" 10' - 2 3/4" 18' - 8 3/4" 29' - 7 1/2" 8' - 0" 14' - 10" 12' - 3 1/4" 12' - 0 3/4" 9' - 0" 3' - 4" 2' - 2" 12' - 0 1/4" 7' - 2 3/4" 10' - 8 3/4" 8' - 4 1/4" 5' - 0" 14' - 10" 3' - 2" 7' - 4" 6' - 0" 3' - 2" 3' - 4" 1' - 9 1/4" 11' - 2" 15' - 5" 3' - 4" 8' - 7 1/4" 6' - 0" 3' - 4" 1' - 0" 9' - 7 1/4" 5' - 3 1/4" 14' - 10" 5' - 10 1/4" 23' - 6" 3' - 10 3/4" 14' - 0" 5' - 11 3/4" 14' - 0" 2' - 1 1/4" 2 A3.1 2 A3.1 1 A3.0 1 A3.0 2 A3.0 2 A3.0 UP 20 RS. w/ 11" TRDS. 1' - 0" EQ. 1' - 10" EQ. 9' - 6" 3' - 3" 3' - 0" 3' - 3" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 1A1.1 FIRST LEVEL - DIMENSION PLAN 23-005.C Approver 3/16" = 1'-0" 1 FIRST LEVEL - DIMENSION PLAN NO. DATE REMARKS A A B C D D 1 1 2 2 3 4 4 173 SF MECHANICAL / ELECTRICAL 100 226 SF TURN OUT GEAR 102 1376 SF APPARTUS BAYS 111 33 SF BOTTLE 110 108 SF EMS STORAGE 101 308 SF TURN OUT STORAGE 103 152 SF SHOP STORAGE 104 436 SF CISTERN 105 215 SF PUMP ROOM 106 100 SF DECON 107 569 SF CORRIDOR 109 49 SF ELEV. 108 2 A3.1 2 A3.1 1 A3.0 1 A3.0 2 A3.0 2 A3.0 UP 20 RS. w/ 11" TRDS. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 BJS Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 1A1.2 FIRST LEVEL LIFE SAFETY PLAN 23-005.C Approver NO. DATE REMARKS 3/16" = 1'-0" 1 FIRST LEVEL - LIFE SAFETY PLAN S S S A B C D 1 2 3 4 C2: PAINTED EXPOSED STRUCTURE C1 10'-0" A.F.F. C 2 C 2 C 2 C3 10'-0" A.F.F. C1 10'-0" A.F.F. C3 10'-0" A.F.F. C 3 C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. CEILING C1 24X24 ACOUSTICAL CEILING TILE LAYOUT CENTERED IN ROOM OR CORRIDOR UNLESS OTHERWISE NOTED - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 1A1.3 FIRST LEVEL REFLECTED CEILING PLAN 23-005.C Approver NO. DATE REMARKS 3/16" = 1'-0" 1 FIRST FLOOR REFLECTED CEILING DW A2.1 2 3 A3.1 3 A3.1 A A B C D D 1 1 2 2 3 4 4 1 A3.1 1 A3.1 245 SF KITCHEN 200 715 SF DAY ROOM 201 172 SF FITNESS 202 120 SF OFFICE 203 120 SF CHIEF DEPARTMENT 204 169 SF SHIFT COMM. 205 124 SF FIRE INSPECTOR 206 71 SF RAD 207 296 SF CORRIDOR 208 97 SF SEC 209 51 SF RESTROOM 210 51 SF RESTROOM 211 49 SF ELEV. 212 OPEN TO BELOW 89' - 2" 22' - 4" 37' - 8" 14' - 2" 14' - 8" 31' - 2" 14' - 2" 14' - 8" W6 W7 W6 W6 W6 W11 W1 W1 W1 W1 W1 W1 49' - 2" 40' - 0" A6.3 1 A6.0 1 203 W7 W6 W6 W1 W12 W13 205 204 207 206 209 210 211 208 40' - 0" 10' - 4" 38' - 10" W7 W7 W7 A2.0 2 A2.0 1 2 A3.1 2 A3.1 A6.4 2 1 A3.0 1 A3.0 A B D A A 9' - 4 1/4" 6' - 0" 6' - 0 3/4" 3' - 0" 3' - 4" 3' - 0" 8' - 1" C C C C C D W11 202 W7 C 208A 2 A3.0 2 A3.0 UP 20 RS. w/ 11" TRDS. DN 20 RS. w/ 11" TRDS. STAIR #1 STAIR #2 A6.5 2 W1 W1 W1 UP 28 RS. w/ 11" TRDS. W6 W6 W6 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 2A1.0 SECOND LEVEL - IDENTIFICATION PLAN 23-005.C Approver 3/16" = 1'-0" 1 SECOND LEVEL - IDENTIFICATION PLAN NO. DATE REMARKS DW A2.1 2 A2.1 1 3 A3.1 3 A3.1 A A B C D D 1 1 2 2 3 4 4 1 A3.1 1 A3.1 245 SF KITCHEN 200 715 SF DAY ROOM 201 172 SF FITNESS 202 120 SF OFFICE 203 120 SF CHIEF DEPARTMENT 204 169 SF SHIFT COMM. 205 124 SF FIRE INSPECTOR 206 71 SF RAD 207 296 SF CORRIDOR 208 97 SF SEC 209 51 SF RESTROOM 210 51 SF RESTROOM 211 49 SF ELEV. 212 OPEN TO BELOW 89' - 2" 22' - 4" 37' - 8" 14' - 2" 14' - 8" 31' - 2" 14' - 2" 14' - 8" 49' - 2" 40' - 0" 11' - 10 1/4" 18' - 10" 11' - 3 1/4" 7' - 11 1/4" 7' - 11 1/4" 11' - 4" 16' - 0 1/4" 7' - 9 1/4" 1' - 6" 5' - 5" 14' - 1" 4' - 10 3/4" 10' - 6 1/4" 15' - 7 1/4" 5' - 3 1/4" 5' - 11 1/4" 6' - 9 3/4" 5' - 11 1/4" 11' - 0 1/2" 8' - 7" 20' - 10 1/4" 14' - 2" 23' - 6" 15' - 3" CL CL 4' - 11 1/4" 10' - 8" 5' - 3 1/4" 5' - 0" 15' - 1" 9' - 4 1/4" 6' - 0" 6' - 0 3/4" 3' - 0" 3' - 4" 3' - 0" 8' - 1" 3' - 5" 10' - 0". 3' -9". 3' - 0" 3' - 4 1/4" 6' - 0" 1' - 7 3/4" 5' - 0" 3' - 0" 7' - 2 1/4" 12' - 0" 7' - 9 3/4" 6' - 0" 4' - 2" 6' - 0" 2' - 0" 6' - 0" 4' - 6" 6' - 0" 19' - 6" 12' - 3 1/4" 12' - 0" 14' - 3" A2.0 2 A2.0 1 2 A3.1 2 A3.1 1 A3.0 1 A3.0 w/ 11" TRDS. UP 20 RS. w/ 11" TRDS. UP 28 RS. 9' - 7 1/4" 1' - 0" 2' - 0" 1' - 0" 2 A3.0 2 A3.0 DN 20 RS. w/ 11" TRDS. 1' - 2" 1' - 6" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 2A1.1 SECOND LEVEL DIMENSION PLAN 23-005.C Approver 3/16" = 1'-0" 1 SECOND LEVEL - DIMENSION PLAN NO. DATE REMARKS DW UP A A B C D D 1 1 2 2 3 4 4 245 SF KITCHEN 200 715 SF DAY ROOM 201 172 SF FITNESS 202 120 SF OFFICE 203 120 SF CHIEF DEPARTMENT 204 169 SF SHIFT COMM. 205 124 SF FIRE INSPECTOR 206 71 SF RAD 207 296 SF CORRIDOR 208 97 SF SEC 209 51 SF RESTROOM 210 51 SF RESTROOM 211 49 SF ELEV. 212 OPEN TO BELOW 1 A3.0 1 A3.0 A4.2 3 A4.2 1 2 A3.0 2 A3.0 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 2A1.2 SECOND LEVEL LIFE SAFETY PLAN 23-005.C Approver 3/16" = 1'-0" 1 SECOND LEVEL LIFE SAFETY PLAN NO. DATE REMARKS S S S S S S S S S A B C D 1 1 2 3 3 4 C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C 2 C1 10'-0" A.F.F. C 2 CEILING C1 24X24 ACOUSTICAL CEILING TILE LAYOUT CENTERED IN ROOM OR CORRIDOR UNLESS OTHERWISE NOTED - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 2A1.3 SECOND LEVEL REFLECTED CEILING PLAN 23-005.C Approver 3/16" = 1'-0" 1 SECOND LEVEL REFLECTED CEILING PLAN NO. DATE REMARKS A2.1 2 A2.1 1 3 A3.1 3 A3.1 A A B C D D 1 1 2 2 3 4 4 1 A3.1 1 A3.1 142 SF MALE LOCKER / SHOWER 300 463 SF MALE DORM 301 367 SF CORRIDOR 302 299 SF FEMALE DORM 303 83 SF FEMALE SHOWER & LOCKER ROOM 304 49 SF ELEV. 305 40' - 0" 32' - 10" 31' - 11" 28' - 1" 14' - 2" 14' - 8" 31' - 2" 16' - 4" 177 SF CORRIDOR 306 131 SF MAINTENANCE 307 37 SF FEMALE BATHROOM 308 38 SF TOILET 309 42 SF TOILET 310 124 SF MALE SHOWER & LOCKERS 311 W8 W10 W6 W6 W3 W8 W7 W7 W3 W6 W1 W1 W1 W1 W1 W1 W1 W1 39' - 3" 11' - 1" 22' - 6" 16' - 4" 308 303 301 307 300 311 304 310 309 W6 ROOF BELOW 302 A6.2 1 W1 A6.1 1 W6 W6 306 A2.0 2 A2.0 1 2 A3.1 2 A3.1 1 A3.0 1 A3.0 B A B B B B B A A 72' - 10" A6.5 3 FLOOR DRAIN W10 W6 W10 A6.5 5 2 A3.0 2 A3.0 ROOF DRAIN DN 20 RS. w/ 11" TRDS. DN 28 RS. w/ 11" TRDS. VERT. D.S. VERT. D.S. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 3A1.0 THIRD LEVEL IDENTIFICATION PLAN 23-005.C Approver 3/16" = 1'-0" 1 THIRD LEVEL - IDENTIFICATION PLAN NO. DATE REMARKS 3 A3.1 3 A3.1 A B C D 1 1 2 2 3 4 1 A3.1 1 A3.1 142 SF MALE LOCKER / SHOWER 300 463 SF MALE DORM 301 367 SF CORRIDOR 302 299 SF FEMALE DORM 303 83 SF FEMALE SHOWER & LOCKER ROOM 304 49 SF ELEV. 305 72' - 10" 16' - 4" 31' - 11" 28' - 1" 14' - 2" 14' - 8" 31' - 2" 177 SF CORRIDOR 306 131 SF MAINTENANCE 307 37 SF FEMALE BATHROOM 308 38 SF TOILET 309 42 SF TOILET 310 124 SF MALE SHOWER & LOCKERS 311 39' - 3" 11' - 1" 22' - 6" 16' - 4" ROOF BELOW 8' - 9 3/4" 6' - 7" 5' - 0" 3' - 0" 12' - 2" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 10' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 7' - 6" 3' - 0" 6' - 2" 16' - 8" 4' - 4" 10' - 2" 22' - 2 1/2" 19' - 9 1/4" 11' - 10" 5' - 10 1/4" 15' - 11" 5' - 9" 22' - 4" 1' - 6" 3' - 4" 2" 3' - 1" 35' - 5 1/4" 7' - 5 1/2" 7' - 3" 5' - 0" 2' - 7 1/2" 8' - 10" 2' - 6" 40' - 0" 10' - 4" 38' - 10" CL 5' - 6" 2 A3.1 2 A3.1 1 A3.0 1 A3.0 6' - 9" 1' - 8 1/2" 1' - 3" 1' - 0" 2 A3.0 2 A3.0 DN 20 RS. w/ 11" TRDS. DN 28 RS. w/ 11" TRDS. FLOOR DRAIN VERT. D.S. VERT. D.S. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 3A1.1 THIRD LEVEL DIMENSION PLAN 23-005.C Approver 3/16" = 1'-0" 1 THIRD LEVEL - DIMENSION PLAN NO. DATE REMARKS DN DN A A B C D D 1 2 2 3 4 4 142 SF MALE LOCKER / SHOWER 300 463 SF MALE DORM 301 367 SF CORRIDOR 302 299 SF FEMALE DORM 303 83 SF FEMALE SHOWER & LOCKER ROOM 304 49 SF ELEV. 305 177 SF CORRIDOR 306 131 SF MAINTENANCE 307 37 SF FEMALE BATHROOM 308 38 SF TOILET 309 42 SF TOILET 310 124 SF MALE SHOWER & LOCKERS 311 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 3A1.2 THIRD LEVEL LIFE SAFETY PLAN 23-005.C Approver 3/16" = 1'-0" 1 THIRD LEVEL LIFE SAFETY PLAN NO. DATE REMARKS S S S S A B C D 1 1 2 3 4 4 CEILING C1 24X24 ACOUSTICAL CEILING TILE LAYOUT CENTERED IN ROOM OR CORRIDOR UNLESS OTHERWISE NOTED - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 3A1.3 THIRD LEVEL REFLECTED CEILING PLAN 23-005.C Approver 3/16" = 1'-0" 1 THIRD LEVEL REFLECTED CEILING PLAN C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C 2 C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. C3 10'-0" A.F.F. NO. DATE REMARKS A B C D 1 1 2 3 4 4 METAL COPING 1/4":12" CRICKET 1/4":12" CRICKET TILED ROOF METAL COPING 1/4":12" CRICKET 1/4":12" CRICKET COMPOSITE PANEL CLADDING BELOW OVERFLOW SCUPPER ROOF DRAIN COMPOSITE PANEL CLADDING BELOW OVERFLOW SCUPPER ROOF DRAIN METAL COPING OVERFLOW SCUPPER ROOF DRAIN ROOF DRAIN ROOF DRAIN FLOOR DRAIN SINGLE PLY ROOFING SYSTEM, TYP. SINGLE PLY ROOFING SYSTEM, TYP. 1/4":12" ROOF DRAIN 1/4":12" CRICKET OVERFLOW SCUPPER ROOF DRAIN 1/4":12" METAL COPING COMPOSITE PANEL CLADDING BELOW 1/4":12" 1/4":12" CRICKET RIDGE 1/4":12" 1/4":12" 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET 1/4":12" CRICKET COMPOSITE PANEL CLADDING BELOW METAL COPING OVERFLOW SCUPPER ROOF DRAIN 1/4":12" 1/4":12" 1/4":12" ROOF DRAIN CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I 4A1.0 ROOF PLAN 23-005.C Approver 3/16" = 1'-0" 1 ROOF LEVEL NO. DATE REMARKS LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" STAIR BASE 8' - 0" 3 A3.1 3 A3.1 1 2 3 4 1 A3.1 1 A3.1 METAL COPING OVERFLOW SCUPPER ROOF DRAIN COMPOSITE PANEL CLADDING 7' - 0" 13' - 1 3/4" METAL COPING PAINTED PLASTER FINISH 1" REVEAL 1" REVEAL PAINTED PLASTER FINISH OVERFLOW SCUPPER ROOF DRAIN COMPOSITE PANEL CLADDING 2 A3.1 2 A3.1 A A A 109C 111B 111A COMPOSITE PANEL CLADDING 1" REVEAL OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN C ROOF LEVEL 2 40' - 6" 8' - 0" LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" STAIR BASE 8' - 0" 1 4 METAL COPING METAL COPING PAINTED PLASTER FINISH, TYP. 8' - 0" 8' - 6" 1" REVEAL OVERFLOW SCUPPER ROOF DRAIN COMPOSITE PANEL CLADDING 7' - 4" 2 A3.1 2 A3.1 10" A B B B B B B A A MASONRY RAILING C C C C 3' - 6" ROOF LEVEL 2 40' - 6" D CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 R.O.P J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A2.0 BUILDING ELEVATIONS 23-005.C J.P.W. 3/16" = 1'-0" 1 SOUTH ELEVATION 3/16" = 1'-0" 2 NORTH ELEVATION NO. DATE REMARKS LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" A B C D METAL COPING OVERFLOW SCUPPER ROOF DRAIN COMPOSITE PANEL CLADDING OVERFLOW SCUPPER ROOF DRAIN METAL COPING COMPOSITE PANEL CLADDING 7' - 0" B W12 302 PAINTED PLASTER FINISH, TYP. 1" REVEAL 1 A3.0 1 A3.0 1' - 2" 3' - 10" ROOF LEVEL 2 40' - 6" 2 A3.0 2 A3.0 1' - 0" 1' - 2" OVERFLOW SCUPPER ROOF DRAIN 22' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" STAIR BASE 8' - 0" A C D 306 METAL COPING PAINTED PLASTER FINISH, TYP. 1" REVEAL 1" REVEAL OVERFLOW SCUPPER ROOF DRAIN 1 A3.0 1 A3.0 MASONRY RAILING OVERFLOW SCUPPER ROOF DRAIN OVERFLOW SCUPPER ROOF DRAIN 1" REVEAL METAL COPING PAINTED PLASTER FINISH, TYP. 1" REVEAL ROOF LEVEL 2 40' - 6" 2 A3.0 2 A3.0 1' - 2" 1' - 2" 22' - 0" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A2.1 BUILDING ELEVATIONS 23-005.C Approver NO. DATE REMARKS 3/16" = 1'-0" 1 EAST ELEVATION 3/16" = 1'-0" 2 WEST ELEVATION LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" 3 A3.1 3 A3.1 1 4 1 A3.1 1 A3.1 2 A3.1 2 A3.1 MALE LOCKER / SHOWER 300 MALE DORM 301 FEMALE DORM 303 KITCHEN 200 DAY ROOM 201 FITNESS 202 OFFICE 203 CHIEF DEPARTMENT 204 SHIFT COMM. 205 CORRIDOR 208 RAD 207 CISTERN 105 SHOP STORAGE 104 TURN OUT STORAGE 103 TURN OUT GEAR 102 EMS STORAGE 101 MECHANICAL / ELECTRICAL 100 FEMALE BATHROOM 308 12' - 0" 12' - 0" 12' - 0" ROOF LEVEL 2 40' - 6" FLOOR DRAIN ROOF DRAIN ROOF DRAIN 7' - 0" 1/4" / 1' - 0" 1/4" / 1' - 0" 1/4" / 1' - 0" TOILET 309 3' - 6" LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" 3 A3.1 3 A3.1 2 3 4 1 A3.1 1 A3.1 2 A3.1 2 A3.1 ROOF LEVEL 2 40' - 6" CISTERN 105 PUMP ROOM 106 DECON 107 ELEV. 108 CORRIDOR 109 APPARTUS BAYS 111 CORRIDOR 306 CORRIDOR 302 MAINTENANCE 307 BOTTLE 110 CORRIDOR 208 RESTROOM 211 RESTROOM 210 SEC 209 1/4" / 1' - 0" 1/4" / 1' - 0" 1/4" / 1' - 0" T. O. ROOF 40' - 10" 1/4" / 1' - 0" 3' - 6" 3' - 6" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A3.0 BUILDING SECTIONS 23-005.C Approver 3/16" = 1'-0" 1 BUILDING SECTION AA-AA 3/16" = 1'-0" 2 BUILDING SECTION BB-BB NO. DATE REMARKS LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" A B C FEMALE DORM 303 FITNESS 202 TURN OUT STORAGE 103 CORRIDOR 302 CORRIDOR 109 13' - 1 3/4" 1 A3.0 1 A3.0 ROOF LEVEL 2 40' - 6" 2 A3.0 2 A3.0 A6.5 4 LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" A B 1 A3.0 1 A3.0 SEC 209 CORRIDOR 208 RAD 207 FIRE INSPECTOR 206 CISTERN 105 7' - 0" 3' - 6" 2 A3.0 2 A3.0 LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" ROOF LEVEL 36' - 0" A B C D MALE DORM 301 DAY ROOM 201 TURN OUT GEAR 102 APPARTUS BAYS 111 1 A3.0 7' - 0" 7' - 0" 8' - 6" 12' - 0" 12' - 0" ROOF LEVEL 2 40' - 6" 10" 14' - 6" 1/4" / 1' - 0" 10" (LOW POINT) (LOW POINT) (LOW POINT) 21' - 5 3/4" 20' - 9 1/2" 2 A3.0 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A3.1 BUILDING SECTIONS 23-005.C Approver 3/16" = 1'-0" 2 BUILDING SECTION DD-DD 3/16" = 1'-0" 3 BUILDING SECTION EE-EE 3/16" = 1'-0" 1 BUILDING SECTION CC-CC NO. DATE REMARKS INTERIOR FINISH SCHEDULE KEY FLOOR WALL BASE WALL FINISH CEILING WALL MATERIAL F1 IMPERVIOUS TILE FLOORING F2 EPOXY RESIN SEAMLESS FIELD APPLIED FLOORING B1 VINYL COVE BASE P1 PAINTED FINISH P2 PLASTER FINISH C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTE, WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD T TILE CMU CONCRETE MASONRY UNIT CWB CEMENT WALL BOARD GWB MOISTURE & MILDEW RESISTANT GYPSUM WALL BOARD PNT PAINTED FINISH CONC. CONCRETE W1 W3 W4 W6 W7 W8 W9 W10 W11 W13 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A4.0 SCHEDULES 23-005.C Approver DOOR SCHEDULE DOOR MARK DESCRIPTION Type Mark WIDTH HEIGHT THICKNESS FUNCTION COMMENTS 100 EXTERNAL LOUVER DOOR: 7'-0" 07 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 101 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 102 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 103 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 104 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 106 SINGLE_FLUSH_DOOR_W_LOUVER_5257: 36" X 7'-0" 12 3' - 0" 7' - 0" 0' - 2" Interior 107 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 108 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 109A Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 109B Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 109C Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 110A Door-Passage-Double-Flush: 56" x 84" 08 4' - 8" 7' - 0" 0' - 1 3/4" Exterior 110B Door-Passage-Double-Flush: 56" x 84" 08 4' - 8" 7' - 0" 0' - 1 3/4" Exterior 111A Door-Overhead-Sectional: 14-'-6" x 14'-0" 09 14' - 0" 14' - 6" 0' - 1 1/2" Exterior 111B Door-Overhead-Sectional: 14-'-6" x 14'-0" 09 14' - 0" 14' - 6" 0' - 1 1/2" Exterior 202 Curtain Wall Double Sliding Door: Store Front Double Door 04 4' - 0" 7' - 0" 0' - 3" Exterior 203 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 204 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 205 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 206 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 207 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 208 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 208A Door-Curtain-Wall-Single-Glass: Door-Curtain-Wall-Single-Glass 01 3' - 0" 7' - 7" Exterior 209 Door-Passage-Single-Vision_Lite: 36" x 84" 03 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 210 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 211 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 300 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 301 Door-Passage-Single-Flush: 36" x 84" 10 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 302 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 303 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 304 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 306 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 307 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 308 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 309 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 310 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 311 Door-Passage-Single-Flush: 36" x 80" 02 3' - 0" 6' - 8" 0' - 1 3/4" Exterior Grand total: 37 WINDOW SCHEDULE TYPE DESCRIPTION SIZE HEADER HEIGHT A.F.F. MANUFACTURER GLASS TYPE MATERIAL COLOR REMARKS WIDTH HEIGHT A 36" x 36" 3' - 0" 3' - 0" B 36" x 48" 3' - 0" 4' - 0" ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE WALL CEILING REMARKS FIN FIN NORTH SOUTH EAST WEST FIN HEIGHT MOLDING FIN FIN FIN FIN 100 MECHANICAL / ELECTRICAL 101 EMS STORAGE 102 TURN OUT GEAR 103 TURN OUT STORAGE 104 SHOP STORAGE 105 CISTERN 106 PUMP ROOM 107 DECON 108 ELEV. 109 CORRIDOR 110 BOTTLE 111 APPARTUS BAYS 200 KITCHEN 201 DAY ROOM 202 FITNESS 203 OFFICE 204 CHIEF DEPARTMENT 205 SHIFT COMM. 206 FIRE INSPECTOR 207 RAD 208 CORRIDOR 209 SEC 210 RESTROOM 211 RESTROOM 212 ELEV. 300 MALE LOCKER / SHOWER 301 MALE DORM 302 CORRIDOR 303 FEMALE DORM 304 FEMALE SHOWER & LOCKER ROOM 305 ELEV. 306 CORRIDOR 307 MAINTENANCE 308 FEMALE BATHROOM 309 TOILET 310 TOILET 311 MALE SHOWER & LOCKERS Grand total: 37 WALL SCHEDULE TYPE MARK WALL TYPE FAMILY TYPE WIDTH DESCRIPTION Basic Wall <varies> <varies> <varies> Basic Wall 8" CMU - TYPE A 0' - 9" 8" CMU WALL REINFORED WITH 1-#6 VERTICAL REINF. @ 8" O.C. IN FULLY GROUTED CELL AND DURO-WALL HORIZONTAL REINF. @ 16" O.C. Basic Wall 8" CMU - TYPE B 0' - 9" 8" CMU WALL REINFORED WITH 1-#5 VERTICAL REINF. @ 8" O.C. IN FULLY GROUTED CELL AND DURO-WALL HORIZONTAL REINF. @ 16" O.C. Basic Wall 8" CONCRETE - TYPE A 0' - 9 1/2" 8" POURED CONCRETE WALL REINFORED WITH 1-#6 VERTICAL REINF. @ 10" O.C. AND 1-#5 HORIZONTAL REINF. @ 10" O.C. Basic Wall 5" STUD WALL - TYPE A 0' - 5" ONE LAYER 5/8" SHEETROCK WATER & MOLD RESISTANT GYPSUM PANEL (UL TYPE SCX) WITH 3-5/8" STEEL STUDS, EQ20 (0.018"), AT 16" O.C. 3-1/2" FIBERGLASS INSULATION. ONE LAYER 5/8" SHEETROCK GYPSUM PANEL (UL TYPE SCX) Basic Wall 5" STUD WALL - TYPE B 0' - 6" TWO LAYERS 5/8" SHEETROCK WATER & MOLD RESISTANT GYPSUM PANEL (UL TYPE SCX) WITH 3-5/8" STEEL STUDS, EQ20 (0.018"), AT 16" O.C. 2-1/2". FIBERGLASS INSULATION TWO LAYERS 5/8" SHEETROCK GYPSUM PANEL (UL TYPE SCX) Basic Wall 6" STUD WALL 0' - 6" TWO LAYERS 5/8" SHEETROCK ECOSMART GYPSUM PANEL (UL TYPE ULIX™) WITH 1/2" RESILIENT CHANNEL, 25 GA. (0.018"), 24" [610 MM] O.C. 3-5/8" STEEL STUDS, EQ25 (0.015"), AT 24" O.C. 3-1/2" FIBERGLASS INSULATION ONE LAYER 5/8" [15.9 MM] SHEETROCK ECOSMART GYPSUM PANEL (UL TYPE ULIX™) Basic Wall FURRED WALL WITH 5/8" CEMENT BOARD 0' - 1 1/2" 1-1/2" FURRED WALL WITH METAL 7/8" FURRING CHANNEL SYSTEMS AND SINGLE LAYER 5/8" MOISTURE AND MOLD RESISTANT CEMENT BOARD Curtain Wall STOREFRONT - CURTAIN WALL IMPACT RESISTANT WINDOW GLASS ASSEMBLY WITH 2-1/2 X 6" METAL BORDER AND MULLIONS. Curtain Wall Storefront IMPACT RESISTANT WINDOW GLASS ASSEMBLY WITH 2-1/2 X 6" METAL BORDER AND MULLIONS. C D TWIN 36" x 48" QUAD 36" x 48" 6' - 0" 12' - 0" 4' - 0" 4' - 0" NO. DATE REMARKS 3' - 0" 3' - 0" 3' - 0" 3' - 0" PLAN VIEW (PARTIAL OPEN DOOR) SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 01 02 03 4 07 08 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 8" 3" 3" 7' - 1 1/4" 05 06 09 10 11 SEE SCHEDULE SEE SCHEDULE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A4.1 DOOR ELEVATIONS 23-005.C Approver 1/2" = 1'-0" DOOR ELEVATIONS NO. DATE REMARKS 5' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 0" C A B FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR 6' - 0" D FINISHED FLOOR 3' - 0" 5' - 0" 3' - 0" 5' - 0" 3' - 0" W12 W11 W13 12' - 0" 12' - 0" 10' - 0" 6" 202 208A 10' - 0". 8' - 0" 8' - 7" 10' - 0" 6" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A4.2 WINDOW ELEVATIONS 23-005.C Approver TEMPERED GLASS ASSEMBLY TEMPERED GLASS ASSEMBLY NO. DATE REMARKS (2) 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE A 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 2-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE B 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-1/2" FIBERGLASS INSULATION DOOR JAMB 6" STUD HOLLOW METAL FRAME 2x20 GA CONTINUOUS METAL STRAP 8" CMU BLOCK 5/8" PLASTER ON EACH SIDE SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CMU SEALANT WITH BOND BREAKER TAPE PLASTER TRIM 8" CONCRETE WALL PLASTER FINISH SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CONCRETE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A4.3 JAMB DETAILS 23-005.C J.P.W. 3" = 1'-0" 1 JAMB DETAILS NO. DATE REMARKS 3/8 " 4 1/2" 1/4" 1-3/4" WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER DOOR CLOSER FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT DOOR WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT GLASS PAINTED PLASTER FINISH LINTEL BLOCK HEADER. SEE STRUCTURAL. IMPACT RESISTANT GLASS WINDOW ASSEMBLY. WOOD SHIM BLOCKING WALL FINISH PER SCHEDULE PVC WEEPHOLES AT ALL WINDOWS AND DOOR HEADS ONE AT EACH CORNER AND MAX 4'-0" APART WINDOW HEADER DETAIL INSULATION VAPOR BARRIER CONCRETE SILL WALL FINISH PER SCHEDULE 1-5/8" METAL STUD DRIP EDGE STAINLESS STEEL THROUGH WALL FLASHING PAINTED PLASTER FINISH BACKER ROD AND SEALANT ANCHOR STORE FRONT TO MASONRY AS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE IMACT RESISTANT RATING. IMPACT RESISTANT GLASS WINDOW. X HARDWOOD SILL X HARDWOOD TRIM WINDOW SILL DETAIL WOOD SHIM AS REQUIRED INTERIOR EXTERIOR INTERIOR EXTERIOR DRIP EDGE 3 1/4" 1/2" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A4.4 JAMB DETAILS 23-005.C J.P.W. 3" = 1'-0" 1 HEADER AND JAMB DETAILS 3" = 1'-0" 2 WINDOW HEADER AND SILL DETAIL NO. DATE REMARKS DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #6 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" WALL TYPE 1 - 8" CMU TYPE A WALL TYPE 2 - 8" CMU TYPE B DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 24" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES CL 7 3/4" 9" WALL TYPE 3 - 8" CMU TYPE C CL CL 8" 9 1/4" 8" CMU 8" CMU 8" CMU 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#6 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 4 - 8" CONC. TYPE A CL CL 8" 9 1/4" 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#5 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 5 - 8" CONC. TYPE B 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION WALL TYPE 6 - 5" STUD TYPE A 3-5/8" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-5/8" FIBERGLASS INSULATION WALL TYPE 7 - 6 1/4" STUD TYPE B 4 3/4" 3-5/8" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-5/8" FIBERGLASS INSULATION WALL TYPE 8 - 6" STUD 5" STUD 6 1/4" STUD 6" STUD CL 6" 1 LAYER 5/8" SHEETROCK GYPSUM PANEL 1-#5 VERTICAL REINF. @ 8" O.C. EACH FACE WITH 1-1/2" COVER 1-#5 HORIZONTAL REINF. @ 8" O.C. EACH FACE WITH 1-1/2" COVER 12" OCNC. 1' - 0" WALL TYPE 9 - 12" CONC. 7/8" FURRING METAL CHANNEL WITH FASTENER @ 16" O.C. 1 LAYER 5/8" MOISTURE & MOLD RESISTANT CEMENT BOARD MASONRY WALL SPECIFIED ON PLAN WALL TYPE 10 - 1-1/2" STUD 1-1/2" FURRED CL 1 1/2" CL 6 1/4" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.0 WALL DETAILS 23-005.C J.P.W. 1 1/2" = 1'-0" 1 WALL DETAILS NO. DATE REMARKS FLEXIBLE AIR SUPPLY DUCT METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT 2'-0" X 2'-0" AIR SUPPLY SEE MECH. DWGS FOR CAPACITY AND SIZE ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT FLEXIBLE AIR SUPPLY DUCT 2'-0" X 4'0" LIGHT FIXTURE. SEE ELECTRICAL DWGS FOR FIXTURE TYPE METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL CROSS TEE 2'- 0" O.C. 2'-0" X 2'-0" ACOUSTIC LAY IN TILE PANEL GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. CORNER BEAD FINISHED WALL ANGLE AND MOULDING TRIM SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM 1" FURRING CHANNEL @ 2'-0" O.C. SPACING 1" FURRING CHANNEL AT 2'-0" O.C. GALVANIZE METAL CEILING GRIS SUSP. HANGER 4'-0" O.C. 2" MAIN CHANNEL AT 4'-0" O.C. WATER RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM WATER AND MOLD RESISTANT GYPSUM BOARD TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM GRID HANGER AT 4'-0" 2" MAIN CHANNEL AT 4'-0" O.C. FACTORY FINISHED ACCESS DOOR OPENING IN FRAMING FOR ACCESS HATCH WATER AND MOLD RESISTANT GYPSUM BOARD WATER AND MOLD RESISTANT GYPSUM BOARD GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX 1" FURRING CHANNEL AT 2'-0" O.C. SPACING 2" MAIN CHANNEL AT 4'-0" O.C. SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD STUD WALL PARTITION CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.1 CEILING DETAILS 23-005.C J.P.W. 3/4" = 1'-0" 1 CEILING DETAIL AT REGISTER 3/4" = 1'-0" 2 CEILING DETAIL AT LIGHT FIXTURE 3/4" = 1'-0" 3 TYPICAL SUSPENDED CEILING DETAIL 3/4" = 1'-0" 5 BULKHEAD DETAIL 3/4" = 1'-0" 4 GYP. BOARD CEILING DETAIL 3/4" = 1'-0" 6 ACT CEILING DETAIL 3/4" = 1'-0" 7 CEILING ACCESS HATCH DETAIL 3/4" = 1'-0" 8 CEILING DETAIL-GYP. BOARD & ACT CEILING NO. DATE REMARKS HOT-AIR WELD SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 4 3/4" SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING A/C UNIT BASE WOOD NAILER CONCRETE CURB TERMINATION BAR AND SEALANT FASTENER AND BAR WITH PVC CORD HOT-AIR WELD RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 2" MIN. DENSDECK GYPSUM ROOF BOARD SHEATHING INSULATION SECURELY FASTENED AND MECHANICALLY ATTACHED PITCH POCKET SEALANT CEMENT BASED GROUT FLASHING PENETRATIONS METAL PITCH PAN FASTENED 4" O.C. USING GALVANIZED ANNULAR RING NAILS TREATED WOOD NAILER NEW CONCRETE ROOF SLAB HOT-AIR WELDED SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING NEW CHILLED WATER LINE NEW METAL STRAP BRACKET INSULATION SECURELY FASTENED SEALANT AT FASTENER PENETRATION TYPICAL SOLID WOOD NAILER MECHANICALLY ATTACHED BASE FLASHING HOT-AIR WELDED NEW CONCRETE ROOF SLAB NEW METAL STRAP NEW 4"Ø ELECTRIC CONDUIT NEW 2" CHANNEL NEW 2" Ø TUBULAR STEEL PIPE DENSDECK GYPSUM ROOF BOARD SHEATHING SINGLE PLY FLASHING MEMBRANE FASTENER AND BAR WITH PVC CORD RIGID INSULATION SECURELY FASTENED BASE FLASHING HOT-AIR WELDED SINGLE PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED NEW CONCRETE ROOF SLAB CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.2 ROOF DETAILS 23-005.C J.P.W. 1 1/2" = 1'-0" 1 ROOF DRAIN DETAIL 1 1/2" = 1'-0" 2 CURB DETAIL 1 1/2" = 1'-0" 3 PITCH POCKET DETAIL 1 1/2" = 1'-0" 4 CHILLED WATER SUPPLY LINE DETAIL 1 1/2" = 1'-0" 5 ELECTRICAL CONDUIT SUPPORT DETAIL NO. DATE REMARKS CAP FLASHING TAPERED WOOD NAILER AT APPARATUS BAY 8" CONCRETE ROOF SLAB RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING 3/4" PLYWOOD SINGLE PLY MEMBRANE FLASHING 8" OR 12" CMU WALL CURB WITH PAINTED 3/4" PLASTER FINISH 8" OR 12" CMU WALL WITH PAINTED 3/4" PLASTER FINISH A5.4 2 COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING 8" CONCRETE ROOF SLAB 8" OR 12" CMU WALL COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION 8" CONCRETE ROOF SLAB 8" OR 12" CONCRETE WALL 4" PVC PIPE 1-1/2" CHAMFER 3" 8" 2" 1' - 1" RAISED METAL DRIP COUNTER FLASHING SINGLE-PLY MEMBRANE FLASHING 11" 5" 1' - 4" CONC. BEAM (SEE STRUCTURAL SLAB) SINGLE-PLY MEMBRANE FLASHING DENSDECK GYPSUM ROOF SHEATHING RIGID INSULATION 8" CONCRETE ROOF SLAB (SEE STRUCTURAL) 1' - 10" 1' - 2" 1' - 2" 10" 8" 4" 3" FINISH CAP FLASHING SINGLE MEMBRANE FLASHING COUNTER FLASHING 4" PVC DOWN SPOUT WITH ROOF DRAIN CONCRETE SCUPPER FINISH CAP FLASHING CONC. BEAM ABOVE. (SEE STRUCTURAL) SINGLE MEMBRANE FLASHING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.3 ROOF DETAILS 23-005.C J.P.W. 1 1/2" = 1'-0" 1 ROOF SECTION AT CMU CURB 1 1/2" = 1'-0" 2 ROOF SECTION 1 1/2" = 1'-0" 3 ROOF SECTION AT CONCRETE WALL 1 1/2" = 1'-0" 4 ROOF SECTION AT SCUPPER DRAIN DETAIL 1 1/2" = 1'-0" 5 ROOF SECTION AT SCUPPER - PLAN VIEW NO. DATE REMARKS METAL CAP FLASHING ON CONTINOUS WOOD NAILER 3/4" PLYWOOD CANT ON 2X BLOCKING SINGLE PLY MEMBRANE RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING CONCRETE DRAIN SCUPPER 4" PVC DOWN SPOUT LEADER FIN. METAL RECTANGULAR CLADDING AROUND PVC DOWNSPOUT STEEL BEAM. SEE STRUCTURAL DWGS FOR DETAILS, SIZES, AND SPECS CONCRETE BEAM (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) CMU WALL (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) A5.4 3 CONTINUOUS CLEAT 8" OR 12" PARAPET 2X WOOD NAILER METAL CAP FLASHING TERMINATION REGLET AND CAULK CAULK SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS CONTINUOUS CLEAT CAST IN PLACE CONCRETE PARAPET 2X WOOD NAILER METAL CAP FLASHING TERMINATION REGLET AND CAULK CAULK SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS METAL CAP FLASHING ON CONTINOUS WOOD NAILER 3/4" PLYWOOD CANT ON 2X BLOCKING SINGLE PLY MEMBRANE RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING STEEL BEAM. SEE STRUCTURAL DWGS FOR DETAILS, SIZES, AND SPECS CONCRETE BEAM (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) CMU WALL (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) A5.4 3 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.4 ROOF DETAILS 23-005.C J.P.W. 1" = 1'-0" 1 ROOF DETAIL WITH CONCRETE SCUPPER 1" = 1'-0" 2 CMU PARAPET CAP FLASHING DETAIL 1" = 1'-0" 3 CONCRETE PARAPET CAP FLASHING DETAIL 1" = 1'-0" 4 ROOF DETAIL WITH CONCRETE BEAM NO. DATE REMARKS ROOF DRAIN PLASTER FINISH ON CMU WALL REINFORCED CONCRETE SLAB WITH 1/4"/FT SLOPE METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS 3" PVC ROOF DRAIN LEADER PLASTER FINISH ON CMU WALL PLASTER FINISH ON CMU WALL FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB REINFORCED CONCRETE SLAB WITH 1/4"SLOPE TO ROOF DRAIN METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS CONT. 2X WOOD BLOCKING FINISHED CAP FLASHING COMPOSITE CLADDING INSTALL AS PER MFGR SPECIFICATIONS CLADDING FRAMING SUBSTRATE BY CLADDING MANUFACTURER COMPOSITE CLADDING SOFFIT INSTALLED AS PER MFGR. SPECIFICATIONS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.5 ROOF DETAILS 23-005.C J.P.W. 3" = 1'-0" 1 WALKWAY ROOF DRAIN DETAIL 3" = 1'-0" 2 WALKWAY ROOF SLAB DETAIL NO. DATE REMARKS CAST IN PLACE CONCRETE WALL (SEE STRUCTURAL FOR DETAILS) 1" REVEAL AMARR. ROLLING STEEL DOOR MODEL: 4000 WITH LIFTMASTER OPERATOR H-5011 CONCRETE SLAB ON GRADE (SEE STRUCTURAL) CONTINUOUS CONCRETE FOOTING (SEE STRUCTURAL) COMPACTED FILL CONCRETE SLAB ON GRADE (SEE STRUCTURAL) TRENCH DRAIN AMARR. ROLLING STEEL DOOR MODEL: 4000 WITH LIFTMASTER OPERATOR H-5011 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 B.J.S. J.P.W. ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A5.6 DOOR DETAILS 23-005.C J.P.W. 1" = 1'-0" 1 OVERHEAD COILING DOOR DETAIL NO. DATE REMARKS B A6.0 2 3 5 4 8' - 7" 5' - 11 1/4" 5' - 11 1/4" 8' - 7" 210 211 6" 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR 1 211 B 11 2 2 1 11 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.0 ENLARGED RESTROOM PLAN & ELEVATIONS 23-005.C Approver 1/2" = 1'-0" 1 ENLARGED SECOND LEVEL RESTROOM PLAN 1/2" = 1'-0" 2 RESTROOM - ELEVATION 2 1/2" = 1'-0" 3 RESTROOM - ELEVATION 3 1/2" = 1'-0" 4 RESTROOM - ELEVATION 4 1/2" = 1'-0" 5 RESTROOM - ELEVATION 5 10 NO. DATE REMARKS A A6.1 5 2 3 4 304 309 308 5' - 0" 1' - 3" 5' - 2" 7' - 5 1/2" 7' - 1 1/2" 11' - 8 1/2" LOCKERS (N.I.C.) LOCKERS (N.I.C.) A 1 5 6 6 5 2 2 9 1 3 9 2 308 LOCKERS (N.I.C.) 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.1 ENLARGED FEMALE PLAN AND ELEVATIONS 23-005.C Approver 1/2" = 1'-0" 1 ENLARGED PLAN - FEMALE BATHROOM 1/2" = 1'-0" 2 FEMALE BATHROOM - ELEVATION 2 1/2" = 1'-0" 3 FEMALE BATHROOM - ELEVATION 3 1/2" = 1'-0" 4 FEMALE RESTROOM - ELEVATION 4 1/2" = 1'-0" 5 FEMALE BATHROOM - ELEVATION 5 10 10 NO. DATE REMARKS A 1 A6.2 3 2 5 4 300 311 310 13' - 5 1/2" 6' - 9" 8' - 8 1/4" 6' - 7" 5' - 2" 10' - 1 1/4" 1' - 8 1/2" 6' - 7 1/2" 2' - 6" 8' - 10" LOCKERS 1' - 0" 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR 1 6 LOCKERS (N.I.C.) 7 A A 300 4 LOCKERS (N.I.C.) 2 4 3 1 2 2 2 10 A 1 8 5 6 6 5 5 10 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.2 ENLARGED MALE RESTROOM AND ELEVATIONS 23-005.C Approver NO. DATE REMARKS 1/2" = 1'-0" 1 MALE RESTROOM PLAN AND ELEVATIONS 1/2" = 1'-0" 2 MALE RESTROOM - ELEVATION 2 1/2" = 1'-0" 3 MALE RESTROOM - ELEVATION 3 1/2" = 1'-0" 4 MALE RESTROOM - ELEVATION 4 1/2" = 1'-0" 5 MALE RESTROOM ELEVATION 5 DW A 1 A6.3 2 11' - 10 1/4" 20' - 10 1/4" 15' - 3" CL CL 4' - 11 1/4" 10' - 8" 5' - 3 1/4" 1' - 0" 6' - 6" 2' - 0" 6' - 9" 40 X 70 CASED OPENING 40 X 70 CASED OPENING MICROWAVE/HOO D COMBO (N.I.C.) 4" 3' - 6" 1' - 6" 3' - 0" 8' - 0" RANGE (N.I.C.) DISHWASHER DISHWASHER 1' - 0" 1' - 6" PLYWOOD CABINETS STYLE AND TYPE BY OWNER OVERHEAD CABINETS STYLE AND TYPE BY OWNER 3' - 0" 1' - 6" 0' - 1 1/2" 0' - 4" 8' - 0" 3' - 6" 3" SOLID SURFACE COUNTERTOP CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.3 ENLARGED KITCHEN PLAN AND ELEVATIONS 23-005.C Approver NO. DATE REMARKS 1/2" = 1'-0" 1 ENLARGED KITCHEN PLAN 1/2" = 1'-0" 2 KITCHEN ELEVATION 2 1" = 1'-0" 3 CASEWORK SECTION 3 A6.4 3 A6.4 8' - 4 1/4" 4' - 0" 3' - 6" 10 1/4" 5' - 10 1/4" 4 1/4" 3' - 4" 2' - 2" 11 3/4" 6' - 8 3/4" 7 1/2" 8" 4' - 8" 6" ELEVATOR ELEVATOR PIT LADDER - SEE MANUFACTURER SPECS. LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" ROOF LEVEL 36' - 0" 3 6' - 10 3/4" 39' - 0" 11' - 6" 11' - 6" ROOF LEVEL 2 40' - 6" ELEV. 108 12' - 0" 10' - 0" 10' - 0" 10' - 0" ELEVATOR PIT 4' - 0" 5' - 10 1/4" 3 A6.4 3 A6.4 8' - 4 1/4" 7' - 6" 10 1/4" 9" 8' - 7" 5' - 10 1/4" 11 3/4" 6' - 8 3/4" 7 1/2" CL 8" 4' - 8" 10 1/2" ELEVATOR CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.4 ENLARGED ELEVATOR PLANS, SECTION AND DETAILS 23-005.C Approver 1/2" = 1'-0" 1 ENLARGED FIRST LEVEL ELEVATOR PLAN 3/8" = 1'-0" 3 ELEVATOR SECTION 1/2" = 1'-0" 2 ENLARGED SECOND LEVEL ELEVATOR PLAN NO. DATE REMARKS LEVEL 1 0' - 0" LEVEL 2 12' - 0" LEVEL 3 24' - 0" B C 13 RISERS 7' - 9 1/2" 7 RISERS 4' - 2 1/2" 7 RISERS 4' - 2 1/2" 13 RISERS 7' - 9 1/2" 12 TREADS @ 11" 11' - 0" LANDING 4' - 0" CEILING HEIGHT 10' - 0" 3' - 0" CEILING HEIGHT 10' - 0" 6 TREADS @ 11" 5' - 6" LEVEL 1 0' - 0" LEVEL 3 24' - 0" STAIR BASE 8' - 0" A 6 A6.5 6 A6.5 LANDING 5' - 0" 24 TREADS @ 11" 22' - 0" LANDING 5' - 6 1/2" 3' - 6" 11" 6 3/4" 25 RISERS 14' - 3 1/2" 3 RS. 1' - 8 1/2" 8' - 0" 24' - 0" RETAINING WALL BEYOND STAIR BASE 8' - 0" 1 3 RISERS 1' - 8 1/2" 2 T@ 11" 1' - 10" LANDING 5' - 0" 11" 3' - 6" C 3 LANDING 4' - 0" 6 TREADS @ 11" 5' - 6" LANDING 4' - 0" 12 TREADS @ 11" 11' - 0" EQ. 4' - 0" 1' - 5" 4' - 0" EQ. 4 A6.5 4 A6.5 15' - 0" DN 20 RS. w/ 11" TRDS. A 1 7 A6.5 7 A6.5 LANDING 5' - 6". 24 TREADS @ 11" 22' - 0" LANDING 5' - 0" 2 TDS. @ 11' 1' - 10" LANDING 5' - 0" C 3 4 A6.5 4 A6.5 UP 20 RS. w/ 11" TRDS. DN 20 RS. w/ 11" TRDS. LANDING 4' - 0" 6 TREADS @ 11" 5' - 6" LINE OF LEVEL 3 SLAB ABOVE 4' - 0" 11' - 0" 15' - 0" C 3 4 A6.5 4 A6.5 UP 20 RS. w/ 11" TRDS. 12 TREADS @ 11" 11' - 0" LANDING 4' - 0" 109C 15' - 0" LINE OF LEVEL 2 SLAB ABOVE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - CRUZ BAY-VIFEMS STATION 04.22.2025 Author Checker ESTATE ENGIHED PARCEL NO. 303 CRUZ BAY QUARTER ST. JOHN U.S.V.I A6.5 ENLARGED STAIR PLANS & DETAILS 23-005.C Approver 1/4" = 1'-0" 4 SECTION @ STAIR #1 1/4" = 1'-0" 7 SECTION @ STAIR #2 1/4" = 1'-0" 6 SECTION @ STAIR #2. 1/4" = 1'-0" 3 LEVEL 3 - STAIR #1 PLAN 1/4" = 1'-0" 5 LEVEL 3 - STAIR #2 PLAN 1/4" = 1'-0" 2 LEVEL 2 - STAIR #1 PLAN 1/4" = 1'-0" 1 LEVEL 1 - STAIR #1 PLAN NO. DATE REMARKS