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FCD (FEDERAL CONSISTENCY DETERMINATION) 30% PACKAGE 1. PROJECT IDENTIFICATION: HURRICANE REPAIRS FOR GEORGE C. SCOTT FIRE STATION 2. SITE ZONING: C-COMMERCIAL (PROPOSED USE: FIRE STATION) 3. OWNER: GOVERNMENT OF THE VIRGIN ISLANDS 4. USER AGENCY: VIRGIN ISLANDS FIRE & EMERGENCY MEDICAL SERVICES (V.I.F.E.M.S.) 5. ARCHITECT: JAREDIAN DESIGN GROUP 6. ARCHITECTURAL CONSULTANT: BOSCHULTE ARCHITECTURE, LLC 7. KEEP ACCESS EASEMENTS, DRIVEWAYS, AND ENTRANCES SERVING PREMISES AND ADJACENT PROPERTIES CLEAR AND AVAILABLE TO OWNER AND EMERGENCY VEHICLES AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. 8. COORDINATE, SCHEDULE, AND APPROVE PERMANENT AND TEMPORARY UTILITIES, INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 9. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. 10. REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OFF-SITE FOR ALL DEMOLITION AND CONSTRUCTION WASTE DEBRIS, AND FOR ANY DUMPSTER, TRUCKING AND LANDFILL FEES. 11. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. 12. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. 13. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. 14. CONTRACTOR TO FIELD VERIFY EXISTING SURFACES PRIOR TO ORDERING OF ANY MATERIALS AND PRIOR TO COMMENCING WORK. DO NOT SCALE DRAWINGS. 15. DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE FOR THE WORK TO BE REJECTED BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY DAMAGES OR INJURIES WHICH MAY OCCUR DUE TO ANY UNAPPROVED DEVIATION FROM THE CONSTRUCTION DOCUMENTS. 16. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AND/OR ARCHITECT IMMEDIATELY IN WRITING IF CONDITIONS ENCOUNTERED IN FIELD ARE DIFFERENT FROM CONDITIONS INDICATED ON DRAWINGS. GENERAL NOTES Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G001 PROJECT DATA No. Description Date APPLICABLE CODES AND STANDARDS TITLE 29 OF THE VIRGIN ISLANDS CODE (USVI) FLOOD INSURANCE RATE MAP (FIRM): 2024 INTERNATIONAL BUIDLING CODE (IBC) 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2020 NATIONAL ELECTRIC CODE (NEC) 2024 INTERNATIONAL MECHANICAL CODE 2024 INTERNATIONAL FIRE CODE 2021 NFPA 101 LIFE SAFETY CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN WIND DESIGN CRITERIA ASCE 7-16 BASIC WIND SPEED: 165 MPH EXPOSURE CATEGORY B SEISMIC DESIGN CRITERIA SITE SOIL CLASSIFICATION: SITE CLASS D-"STIFF SOIL" RISK CATEGORY: II SEISMIC DESIGN CATEGORY: D Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G002 CODE SUMMARY 2021.007.04 No. Description Date 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 1989 SF APPARATUS BAYS 120 399 SF TURN-OUT GEAR STORAGE 115 BAY WIDTH 18' - 0" BAY WIDTH 18' - 0" BAY WIDTH 18' - 0" 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 121 120 SF LOBBY 122 120 SF SHIFT COMMANDER OFFICE 123 597 SF SAFEROOM 124 51 SF AIR LOCK 126 102 SF EMS STORAGE 127 160 SF SUPERVISOR DORM 128 56 SF SUPERVISOR BATH 129 56 SF PUBLIC TOILET 130 24 SF STORAGE 132 220 SF FITNESS ROOM 133 374 SF DAY ROOM/LOUNGE 134 140 SF GENERAL STORAGE 131 50 SF JANITOR 136 95 SF MECHANICAL 137 60 SF ELECTRICAL 138 304 SF FEMALE DORM 139 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 143 52 SF FITNESS ROOM TOILET 144 3' - 0" 197 SF FEMALE RESTROOM 145 95 SF FEMALE LOCKER 146 6' - 0" 54 SF TOILET 147 111 SF MALE LOCKER 148 259 SF MALE RESTROOM 149 400 SF CORRIDOR 150 173 SF CORR. 151 462 SF MALE DORM 152 35 SF STORAGE CLOSET 153 A201 1 A201 2 A202 1 A202 2 1 A301 1 A301 2 A301 2 A301 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 2 A303 2 A303 1 A304 1 A304 2 A304 2 A304 1 A305 1 A305 2 A305 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G003 LIFE SAFETY PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL LIFE SAFETY PLAN ARCH. ARCHITECT B/ BOTTOM OF BRG. BEARING BOTT. BOTTOM C/C CENTER-TO-CENTER C.J. CONTROL JOINT CLR. CLEAR COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS COORD. COORDINATE CMU CONCRETE MASONRY UNIT DIM. DIMENSION DIA. DIAMETER DIST. DISTANCE DWGS. DRAWINGS EL. ELEVATION E.F. EACH FACE EMBED. EMBEDMENT ENG. ENGINEER E.O.R. ENGINEER OF RECORD EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY EXP. EXPANSION EXT. EXTERIOR FABR. FABRICATOR F.F. FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FTG. FOOTING GA. GAUGE GALV. GALVANIZED HKD. HOOKED HORIZ. HORIZONTAL H.S. HEADED STUD IN. INCHES INFO. INFORMATION INT. INTERIOR K KIPS KSI KIPS PER SQUARE INCH LLH LONG LEG HORIZONTAL L.W. LONG WAYS MANUF. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM O.C. ON CENTER PL. PLATE PREFAB. PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P.T. PRESSURE TREATED QTY. QUANTITY REF. REFERENCE REINF. REINFORCED OR REINFORCING SCH. SCHEDULE S.F. SQUARE FEET OR STEPPED FOOTING SQU. SQUARE STL. STEEL STRUC. STRUCTURAL S.W. SHORT WAYS T/ TOP OF TYP. TYPICAL U.N.O. UNLESS OTHERWISE NOTED VCJ VERTICAL CONTROL JOINT VMCJ VERTICAL MASONRY CONTROL JOINT W/ WITH WWF WELDED WIRE FABRIC COMMON ABBREVIATIONS Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G004 ABBREVIATIONS & SYMBOLS No. Description Date

FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 100-160 4-6¼ perimeter (a) (b) 2¼ max 57 2¼ max 57 FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS X X Note: X = tread depth FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 12 min 305 FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE vehicle pull-up space AREA TO BE MARKED curb line full length of 1525 60 min FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE slope slope FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 min 305 12 min 305 FIGURE 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE 38 1½ min FIGURE 505.5 HANDRAIL CLEARANCE 38 1½ min FIGURE 505.4 HANDRAIL HEIGHT 34-38 865-965 (a) stairs (b) ramps 865-965 34-38 (c) walking surfaces 34-38 865-965 FIGURE 504.5 STAIR NOSINGS 13 30° max 38 38 (c) curved nosing (d) beveled nosing (b) angled riser 1½ max 1½ max (a) radius of tread edge (typical for all profiles) radius ½ max FIGURE 703.6 PICTOGRAM FIELD 6 min 150 MEN not in pictogram field FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 18 min 455 18 min 455 centered on tactile characters ADJOINING SURFACE MAXIMUM SLOPE 1 20 CURB RAMP SLOPE 45.00° Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G005 ACCESSIBILITY COMPLIANCE 1/2" = 1'-0" 1 GENERAL SITE AND BUILDING ELEMENTS No. Description Date

FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS X 80 2030 FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 10 max 255 1220 48 max 15 min 380 FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH 15 min 380 48 max 1220 FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 (a) (b) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36 min 48 min 24 max 1220 610 915 32 min 815 32 min 815 915 36 min 610 24 max FIGURE 303.3 BEVELED CHANGE IN LEVEL 0' - 4" max X > 27 ≥ 1/4" 1/4" 1/2" 1 2 FRONT APPROACH 1' - 6" min. 5' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE 90.00° HINGE APPROACH 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 1' - 10" CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH APPROACH 2' - 0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 0" min. 2' - 0" min. FRONT APPROACH (WITH CLOSER AND LATCH) 1' - 6" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 5' - 0" min. 1'-0" min. HINGE SIDE APPROACH (WITH CLOSER AND LATCH) 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 2' - 4" min. CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH SIDE APPROACH (WITH CLOSER) 2' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 6" min. 2' - 0" min. T-SHAPED TURNING SPACE base arm arm 5' - 0" min. 3' - 0" min. 2' - 0" min. 1' - 0" min. 3' - 0" min. 1' - 0" min. 5' - 0" min. 2' - 6" CIRCULAR TURNING SPACE TRANSFER SIDE (b) stall type (a) wall hung type FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 33"-36" 2' - 0" min. 1' - 0" min. FINISH FLOOR GRAB BAR 3' - 0" min. ALTERNATE DOOR LOCATION 0' - 4" max. 0' - 4" max. 2' - 8" min. 16" - 18" 5' - 0" 1' - 0" min. 2' - 0" min. 3' - 0" min. 3' - 6" min. 4'-8" min. 3' - 6" min. 1' - 0" max. 17" max. 1' - 1 1/2" min. FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 7" - 9" 15" min. 48" ma. to top of outlet 1' - 1 1/2" 0' - 6" max. 0' - 11" max. 0' - 8" min. 2' - 3" min. 2' - 10" max. 6' - 2" min. 3' - 4" max. to reflective surface MIRROR TOE AND KNEE CLEARANCE 15" - 48" to top of outlet SOAP DISPENSER TOWEL DISPENSER FINISH FLOOR ACCESSORY MOUNTING HEIGHTS LAVATORY ELEVATION TOILET PAPER DISPENSER WALL/ FLOOR MOUNTED TOILET ELEVATIONS URINAL ELEVATIONS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT PLAN Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. G006 ACCESSIBILITY COMPLIANCE 3/8" = 1'-0" 1 BUILDING BLOCKS 1/2" = 1'-0" 2 DOOR CLEARANCES 1/2" = 1'-0" 3 FLOOR CLEARANCES 1/2" = 1'-0" 4 MOUNTING HEIGHTS No. Description Date C001 GENERAL NOTES DIVISION I- GENERAL REQUIREMENTS AND COVENANTS 1. ONLY APPROVED MATERIALS SHALL BE USED CONTRACTOR SHALL USE ONLY MATERIALS IN THE WORKS THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS, RELEVANT SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLICATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2000." 2. INSPECTION AND TESTS AT SOURCE OF SUPPLY 2.1 GENERAL: IF THE VOLUME, PROGRESS OF THE WORK, AND OTHER CONSIDERATIONS WARRANT, THE ENGINEER OF RECORD(E.O.R.) MAY INSPECT THE MATERIALS AT THE SOURCE OF SUPPLY. 2.2 COOPERATION BY CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE E.O.R. WITH FREE ENTRY AT ALL TIMES TO SUCH PARTS OF THE PLANT THAT CONCERN THE MANUFACTURE OR PRODUCTION OF THE MATERIALS ORDERED. 3. CONTROL BY SAMPLES AND TESTS 3.1 PAVEMENT SAMPLES: FOR BOTH BASE COURSE AND SURFACE COURSE PAVEMENTS, THE CONTRACTOR SHALL FURNISH SAMPLES TAKEN FROM THE COMPLETED WORK FROM ANY LOCATION THAT THE E.O.R. INDICATES, AND IMMEDIATELY REPLACE THE AREAS SO REMOVED WITH MATERIALS AND CONSTRUCTION THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND TO THE LINE AND GRADE OF THE IMMEDIATE SURROUNDING PAVEMENT SURFACE. 3.2 APPLICABLE STANDARDS: METHODS OF SAMPLING AND TESTING MATERIALS SHALL BE IN ACCORDANCE WITH STANDARDS OF AASHTO OR ASTM. 3.3 SIEVES: USE SIEVES MEETING THE REQUIREMENTS OF AASHTO M 92. 3.4 INSPECTION AT PLANTS: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ACCESS TO ALL PARTS OF ALL PAVING OR OTHER PLANTS CONNECTED WITH THE WORK TO OBSERVE WEIGHTS OR PROPORTIONS OR CHARACTER OF MATERIALS AND TO DETERMINE TEMPERATURE USED IN PREPARING MATERIALS AND MIXTURES. 3.5 COMPACTION TESTS - PAVEMENT MATERIALS 3.5.1 WHEN REQUESTED BY THE ENGINEER OF RECORD (E.O.R.): NUCLEAR DENSITY OR OTHER APPROVED COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER OF COMPACTED BASE AND EMBANKMENTS. TWENTY-FOUR HOURS NOTICE OF ANY TEST SHALL BE GIVEN TO THE PROJECT ENGINEER AND COPIES OF THE TEST RESULT SHALL BE FORWARDED TO THE E.O.R. AS SOON AS POSSIBLE. THE CONTRACTOR SHALL KEEP COPIES OF THE TIME AND LOCATION OF ALL TESTS. 3.5.2 FIELD-TESTING: SHALL CONFORM TO ASTM STANDARDS OR APPROVED EQUIVALENT. MOISTURE DENSITY CURVES SHALL CONFORM TO ASTM D698-78; SIEVE ANALYSES TO ASTM C136-84A; AND FIELD DENSITIES TO ASTM D2167-84 OR TO ASTM D2922-81. 4. STORAGE OF MATERIALS 4.1 METHOD OF STORAGE: MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PRESERVE THEIR QUALITY AND FITNESS FOR THE WORK TO FACILITATE PROMPT INSPECTION AND TO MINIMIZE THE NOISE IMPACTS ON SENSITIVE RECEIVERS. 5. DEFECTIVE MATERIALS 5.1 THE FOLLOWING MATERIALS SHALL BE CONSIDERED DEFECTIVE: ALL MATERIALS NOT MEETING THE REQUIREMENTS OF THESE SPECIFICATIONS; MATERIALS THAT ARE OR HAVE BEEN IMPROPERLY STORED; AND MATERIALS THAT ARE MIXED WITH EXCESS OF CLAY, COAL , STICKS, BURLAP, HAY, STRAW, LOAM OR EARTH, OR OTHER DEBRIS. 6. LEGAL REQUIREMENTS AND RESPONSIBNILITY TO THE PUBLIC 6.1 OCCUPATIONAL SAFETY AND HEALTH REQUIREMENTS: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE, HEALTH AND GENERAL OCCUPATIONAL WELFARE OF ALL PERSONS INCLUDING THE CONTRACTORS EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE. 7. SANITARY PROVISIONS 7.1 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI). 8. CONTROL OF CONTRACTOR'S EQUIPMENT 8.1 PROTECTION FROM DAMAGE BY TRACTOR-TYPE EQUIPMENT: THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE THAT TRACTOR-TYPE EQUIPMENT DOES NOT DAMAGE THE ROAD. IF SUCH DAMAGE SHOULD OCCUR, CONTRACTOR SHALL REPAIR IT WITHOUT DELAY, AT NO EXPENSE TO THE OWNER AND SUBJECT TO THE APPROVAL OF THE E.O.R. 9. PRESERVATION OF PROPERTY 9.1 UTILITIES: CONTRACTOR SHALL NOT COMMENCE WORK AT POINTS WHERE THE CONSTRUCTION OPERATIONS ARE ADJACENT TO UTILITY FACILITIES OR OTHER PROPERTY, UNTIL MAKING ARRANGEMENTS WITH THE UTILITY FACILITIES TO PROTECT AGAINST DAMAGE THAT MIGHT RESULT IN EXPENSE, LOSS, DISRUPTION IN SERVICE OR OTHER INCONVENIENCE TO THE PUBLIC OR THE OWNERS. 10. RECORD OF CONSTRUCTION MATERIALS 10.1 GENERAL: FOR ALL CONSTRUCTION MATERIALS USED IN CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL PRESERVE FOR THE E.O.R'S INSPECTION THE INVOICES AND RECORDS OF MATERIALS FOR A PERIOD OF THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. THIS ALSO APPLIES TO MATERIALS PURCHASED BY SUBCONTRACTORS. DIVISION II- CONSTRUCTION DETAILS 1. CONSTRUCTION EQUIPMENT-GENERAL REQUIREMENTS 1.0 GENERAL: UNLESS RESTRICTED TO A SPECIFIC TYPE BY THE CONTRACT DOCUMENTS OR THE E.O.R., THE CONTRACTOR MAY PERFORM THE WORK USING EQUIPMENT, TOOLS, MACHINERY, ETC., OF HIS OWN CHOOSING. NOTE THAT FACILITIES TO BE CONSTRUCTED UNDER THE CONTRACT ARE ADEQUATE TO SUPPORT ONLY THEIR DESIGN LOADS IN THEIR COMPLETED CONSTRUCTION STAGE. IF THE CONTRACTOR'S EQUIPMENT OR PROCEDURES DURING CONSTRUCTION DAMAGE ANY PART OF THE FACILITY, THE CONTRACTOR SHALL REPLACE OR REPAIR IT AS DIRECTED BY THE E.O.R . AT NO EXPENSE TO THE OWNER. 2. MAINTENANCE OF TRAFFIC 2.1 DESCRIPTION: THE CONTRACTOR SHALL MAINTAIN TRAFFIC WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION PERIOD, INCLUDING ANY TEMPORARY SUSPENSIONS OF THE WORK. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ANY DETOUR FACILITIES, PROVIDE NECESSARY FACILITIES FOR ACCESS TO RESIDENCES, BUSINESSES, ETC., ALONG THE PROJECT. CONTRACTOR SHALL FURNISH AND APPLY CALCIUM CHLORIDE OR WATER ON THE SUBGRADE, UNSURFACD BASE, OR OTHER UNSURFACED TRAVELED WAYS IN ORDER TO CONTROL DUST DURING THE CONSTRUCTION OPERATIONS. 3. TRAFFIC CONTROL 3.1 STANDARDS: FHWA'S MUTCD PART VI IS THE MINIMUM STANDARDS FOR TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. CONTRACTOR SHALL UNDERSTAND THE STANDARDS ESTABLISHED IN THE AFOREMENTIONED MANUAL CONSTITUTE THE MINIMUM REQUIREMENTS FOR NORMAL CONDITIONS. THE E.O.R. MAY REQUIRE ADDITIONAL TRAFFIC CONTROL DEVICES, WARNING DEVICES, BARRIERS, OR OTHER SAFETY DEVICES WHERE UNUSUAL, COMPLEX, OR PARTICULARLY HAZARDOUS CONDITIONS EXIST. 3.2 MAINTENANCE OF DEVICES AND BARRIERS:P CONTRACTOR SHALL KEEP TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS IN THE CORRECT POSITION PROPERLY DIRECTED, CLEARLY VISIBLE AND CLEAN AT ALL TIMES. CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE OR CLEAN DAMAGED, DEFACED, OR DIRTY DEVICES OR BARRIERS AND HAVE THE E.O.R. APPROVE THEM FOR USE. 4. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 4.1 DESCRIPTION: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON THE PROJECT AND IN AREAS OUTSIDE THE RIGHT-OF-WAY WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT, SO AS TO PREVENT POLLUTION OF WATER, DETRIMENTAL EFFECTS TO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT RIGHT-OF-WAY AND DAMAGE TO WORK ON THE PROJECT. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEEATURES OR, WHERE PRACTICAL, CONSTRUCT AND MAINTAIN PERMANENT EROSION CONTROL FEATURES AS SHOWN IN THE PLANS OR AS MAY BE DIRECTED BY THE E.O.R. 5. CLEARING AND GRUBBING 5.1 DESCRIPTION: CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE AREAS OF THE ROADWAY RIGHT-OF-WAY AND OF BORROW PITS, SAND-CLAY BASE MATERIAL PITS, LATERAL DITCHES AND ANY OTHER AREAS SHOWN IN THE PLANS TO BE CLEARED AND GRUBBED. REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, AND OTHER SUCH PROTRUDING OBJECTS, AND BUILDINGS, STRUCTURES, APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED CONSTRUCTION, AND REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION. CONTRACTOR SHALL ALSO PERFORM MISCELLANEOUS WORK THE E.O.R. CONSIDERS NECESSARY FOR THE COMPLETE PREPARATION OF THE OVERALL PROJECT SITE AS FOLLOWS: (a) PLUG ANY WATER WELLS THAT ARE ENCOUNTERED WITHIN THE RIGHT-OF-WAY AND THAT ARE TO BE ABANDONED. (b) LEVEL THE TERRAIN OUTSIDE THE LIMITS OF CONSTRUCTION FOR PURPOSES OF FACILITATING MAINTENANCE AND OTHER POST-CONSTRUCTION OPERATIONS. (c) TRIM TREES AND SHRUBS WITHIN THE PROJECT RIGHT-OF-WAY THAT ARE IDENTIFIED IN THE PROJECT DOCUMENTS. 8. PRIME AND TACK COATS FOR BASE COURSES 8.1 DESCRIPTION: CONTRACTOR SHALL APPLY PRIME COATS ON PREVIOUSLY PREPARED BASES, AND APPLY TACK COATS ON PREVIOUSLY PREPARED BASES AND ON EXISTING PAVEMENT SURFACES. 8.2 PRIME COAT: FOR PRIME COAT, CONTRACTOR SHALL USE CUTBACK ASPHALT GRADE RC-70 OR RC-250 MEETING REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS, SECTION 916-3. 8.3 COVER MATERIAL FOR PRIME COAT: UNIFORMLY COVER THE PRIME BASE BY A LIGHT APPLICATION OF COVER MATERIAL. THE CONTRACTOR MAY USE EITHER SAND OR SCREENINGS FOR COVER MATERIAL. FOR THE SAND, MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-2 OR 902-6, AND FOR THE SCREENINGS MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-5. IF EXPOSING THE PRIMED BASE COURSE TO GENERAL TRAFFIC, APPLY A COVER MATERIAL THAT HAS BEEN COATED WITH 2 TO 4% ASPHALT CEMENT. APPLY THE ASPHALT COATED MATERIAL AT APPROXIMATELY 10 LB /SQ.YD [5.5 KG/SQ. M]. ROLL THE ENTIRE SURFACE OF ASPHALT COATED MATERIAL WITH A TRAFFIC ROLLER AS REQUIRED TO PRODUCE A REASONABLE DENSE MAT. 8.4 TACK COAT: UNLESS THE CONTRACT DOCUMENTS CALL FOR A SPECIFIC TYPE OR GRADE OF TACK COAT, USE UNDILUTED EMULSIFIED ASPHALT GRADES RS-1 OR RS-2 MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 916-4. HEAT RS-1 OR RS-2 TO A TEMPERATURE OF 140 TO 180° F [60 TO 82°C]. 8.5 APPLICATION OF PRIME COAT 8.5.1 GENERAL: CONTRACTOR SHALL CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE CONTENT OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME MATERIAL IS BETWEEN 100 AND 150° F [40 AND 65° C]. APPLY THE MATERIAL WITH A PRESSURE DISTRIBUTOR. DETERMINE THE APPLICATION AMOUNT BASED ON THE CHARACTER OF THE SURFACE. USE AN AMOUNT SUFFICIENT TO COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITH NO EXCESS. 8.5.2 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION THAT IS NOT LESS THAN 0.1 GAL/SQ.YD [0.5 L/SQ.M], UNLESS A LOWER RATE IS DIRECTED BY THE E.O.R. 8.6 APPLICATION OF PRIME COAT 8.6.1 WHERE REQUIRED: IN GENERAL THE E.O.R. WILL NOT REQUIRE A TACK COAT ON PRIMED BASES EXCEPT IN AREAS THAT HAVE BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR IN AREAS WHERE THE PRIME HAS CURED TO AN EXTENT THAT IT HAS LOST ALL BONDING EFFECT. GENERALLY, THE E.O.R. WILL REQUIRE A TACK COAT ON HOT BITUMINOUS BASE COURSE BEFORE PLACING THE SURFACE COURSE. 8.6.2 METHOD OF APPLICATION: CONTRACTOR SHALL APPLY THE TACK COAT WITH A PRESSURE DISTRIBUTOR EXCEPT THAT ON SMALL JOBS, IF APPROVED BY THE E.O.R., IT MAY BE APPPLIED BY OTHER MECHANICAL DEVICES OR BY HAND METHODS. HEAT THE BITUMINOIS MATERIAL TO A SUITABLE TEMPERATURE AS DESIGNATED BY THE E.O.R., AND APPLY IT IN A THIN, UNIFORM LAYER. 8.6.3 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GAL/SQ.YD [0.09 AND 0.36 L/SQ.M]. 9. BITUMINOUS SURFACE TREATMENT (INCLUDING MINERAL SEAL COAT) 9.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT A WEARING SURFACE OF SEPARATE APPLICATIONS OF BITUMINOUS MATERIAL COVEREED WITH AGGREGATE, EITHER IN SINGLE APPLICATIONS, DOUBLE (ALTERNATE) APPLICATIONS OR TRIPLE (ALTERNATE) APPLICATIONS 9.2 COMPOSITION AND PROPORTIONING: THE COMPOSITION AND PROPORTIONING FOR THE VARIOUS TYPES OF BITUMINOUS SURFACE TREATMENT AND FOR MINERAL SEAL COAT SHALL BE AS PER THE TABLES IN FDOT STANDARD SPECIFICATIONS SECTION 310-2. . 9.3 EQUIPMENT: 9.3.1 PRESSURE DISTRIBUTOR: CONTRACTOR SHALL PROVIDE A PRESSURE DISTRIBUTOR THAT IS EQUIPPED WITH PNEUMATIC TIRES HAVING A SUFFICIENT WIDTH OF RUBBER IN CONTACT WITH THE ROAD SURFACE TO AVOID BREAKING THE BOND OR FORMING A RUT IN THE SURFACE. ENSURE THAT THE DISTANCES BETTWEEN THE CENTRES OF OPENINGS OF THE OUTSIDE NOZZLES OF THE SPRAY BAR IS EQUAL TO THE WIDTH OF THE APPLICATION REQUIRED, WITHIN A ALLOWABLE VARIATION OF 2 INCHES [50 MM]. ENSURE THAT THE OUTSIDE NOZZLE AT EACH END OF THE SPRAY BAR HAS AN AREA OF OPENING NOT LESS THAN 25% OR MORE THAN 75% IN EXCESS OF THE OTHER NOZZLES. ENSURE THAT ALL NOZZLES HAVE UNIFORM OPENINGS. 9.3.2 SPREADING EQUIPMENT: CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS AD AGGREGATE SPREADERS AT THE SITE OF THE WORK TO ENSURE CONTINUOUS SPREADING OF THE AGGREGATE ON THE UNCOVERED BITUMINOUS MATERIAL. USE A SPREADER OF THE MECHANICAL TYPE THAT IS SELF-SUPPORTED (TOWED) OR SELF-PROPELLED THAT IS CAPABLE OF PRODUCING A SMOOTH, UNIFORM DISTRIBUTION OF THE COVER MATERIAL. DO NOT USE SPREADERS OF THE TYPE ATTACHED DIRECTLY TO THE BACK OF THE TRUCK BODY (TAIL GATE SPREADERS). 11. TYPE S ASPHALT CONCRETE 11.1 DESCRIPTION: THE COMPOSITION AND PHYSICAL TEST PROPERTIES FOR ALL MIXES INCLUDING TYPE S ASPHALTIC CONCRETE (SI, SII AND SIII) ARE SHOWN IN FDOT STANDARD SPECIFICATIONS, TABLES 331-1 AND 331-2. 12. INLETS, MANHOLES, AND JUNCTION BOXES 12.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT DROP INLETS, MANHOLES, JUNCTION BOXES, SHOULDER GUTTER INLETS, AND YARD DRAINS FROM REINFORCED CONCRETE. FURNISH AND INSTALL THE NECESSARY METAL FRAMES AND GRATINGS. ALSO, ADJUST THOSE STRUCTURES SHOWN IN THE PLANS TO BE ADJUSTED OR WHICH ARE REQUIRED TO BE ADJUSTED FOR THE SATISFACTORY COMPLETION OF THE WORK. 12.2 EXCAVATION: WHERE UNSUITABLE MATERIALS FOR FOUNDATIONS IS ENCOUNTERED, EXCAVATE THE UNSUITABLE MATERIAL AND BACKFILL WITH SUITABLE MATERIAL PRIOR TO CONSTRUCTING OR SETTING INLETS, MANHOLES AND JUNCTION BOXES. 12.3 PLACING PIPE: CONTRACTOR SHALL CONSTRUCT INLET AND OUTLET PIPES FROM THE SAME SIZE AND KIND AS THE CONNECTING PIPE SHOWN IN THE PLANS. EXTEND THE PIPES THROUGH THE WALLS FOR A DISTANCE BEYOND THE OUTSIDE SURFACE SUFFICIENT FOR THE INTENDED CONNECTIONS, AND CONSTRUCT THE CONCRETE AROUND THEM NEATLY TO PREVENT LEAKAGE AROUND THEIR OUTER SURFACE. KEEP THE INLET AND OUTLET PIPES FLUSH WITH THE INSIDE OF THE WALL. RESILIENT CONNECTORS MAY BE USED IN LIEU OF A MASONRY SEAL. 12.4 BACKFILLING: BACKFILLING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 125, MEETING THE SPECIFIC REQUIREMENTS OF BACKFILLING AND COMPACTION AROUND INLETS, MANHOLES AND JUNCTION BOXES DETAILED IN 125-8.1 AND 125-8.2. DIVISION III- SUPPLEMENTAL NOTES 1. GENERAL NOTES 1.1 ACCOMMODATION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHEDS AND STORES AND REMOVE THE SAME FROM SITE ON COMPLETION OF WORKS. NO STRUCTURE SHALL BE ERECTED ON SITE WITHOUT THE OWNER'S WRITTEN CONSENT. SUCH CONSENT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CITING TEMPORARY STRUCTURES CLEAR OF THE WORKS. 1.2 STANDARDS: ALL WORK SHALL BE CARRIED OUT IN CONFORMITY WITH SOUND MODERN ROAD MAKING PRACTICES IN WHICH THE CONTRACTOR OR ANY SUB-CONTRACTOR MUST HAVE CONSIDERABLE KNOWLEDGE AND EXPERIENCE. THE CONTRACTOR SHALL CARRY OUT THE WORK IN A DILIGENT AND ORDERLY MANNER. SUFFICIENT EQUIPMENT AND QUALIFIED PERSONNEL SHALL BE AVAILABLE TO ACCOMPLISH THE WORK AT ALL TIMES. A SUITABLE QUALIFIED PERSON SHALL BE CONTINUOUSLY IN CHARGE OF THE WORK. 1.3 SUPPLY OF WATER: THE CONTRACTOR SHALL ARRANGE FOR AN ADEQUATE SUPPLY OF FRESH WATER AT THE SITE, INCLUDING PROVISION OF ANY STORAGE TANKS, SO THAT SUFFICIENT FRESH WATER IS AVAILABLE FOR THE EXECUTION OF THE WORKS. 1.4 PROTECTION OF WORKS FROM WEATHER: THE CONTRACTOR SHALL CAREFULLY PROTECT FROM INJURY BY RAIN, HEAT OR INCLEMENT WEATHER ALL WORKS, WHICH MAY BE ADVERSELY AFFECTED THEREBY. 1.5 CLEANLINESS OF SITE: THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, ETC. AS THEY ACCUMULATE ON THE SITE, AND CLEAN THE AREAS AS NECESSARY SO THAT THE SITE IS KEPT CLEAN AND TIDY DURING THE PROGRESS OF THE CONTRACT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT NO EARTH, DEBRIS OR ROCK IS DEPOSITED ON PUBLIC OR PRIVATE RIGHTS OF WAY AS RESULT OF THE WORKS, INCLUDING ANY DEPOSITS ARISING FROM THE MOVEMENT OF PLANT. THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND LABOUR ARISING FROM COMPLIANCE WITH THIS CLAUSE. 1.6 REGULATIONS: THE CONTRACTOR SHALL: 1.6.1 ABIDE BY THE LAWS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI), PARTICULARLY WITH REGARD TO FIRE REGULATIONS AND SAFETY. 1.6.2 OBTAIN ALL NECESSARY PERMITS TO CUT DOWN TREES, BURN WASTE AND DEBRIS, AND ABIDE BY STIPULATION OF PERMITS. 2. EARTH WORKS 2.1 DEFINITIONS AND CLASSIFICATIONS: THE FOLLOWING DEFINITIONS OF EARTH WORKS MATERIAL SHALL APPLY TO THIS AND OTHER CLAUSES OF THE SPECIFICATION IN WHICH REFERENCE IS MADE TO THE DEFINED MATERIALS: A) 'TOP SOIL' SHALL COMPRISE ALL THAT CAN SUPPORT VEGETATION. B) 'SUITABLE MATERIAL' SHALL COMPRISE ALL THAT WHICH IS ACCEPTABLE IN ACCORDANCE WITH THE CONTRACT FOR USE IN THE WORKS AND WHICH IS CAPABLE OF BEING COMPACTED IN THE MANNER SPECIFIED IN THESE SPECIFICATIONS. C) 'UNSUITABLE MATERIAL' SHALL MEAN OTHER THAN SUITABLE MATERIAL AND SHALL INCLUDE: (I) MATERIAL FROM SWAMPS. (II) LOGS, STUMPS AND PERISHABLE MATERIAL. (III) MATERIALS SUSCEPTIBLE TO SPONTANEOUS COMBUSTION. CLAY OF LIQUID LIMIT EXCEEDING 80 % AND/OR PLASTICITY INDEX EXCEEDING 55 %. (D)'ROCK' SHALL MEAN A HARD NATURAL MATERIAL THAT NEEDS THE USE OF BLASTING OR PNEUMATIC TOOLS OR RIPPING FOR REMOVAL. (E)'CUT' IS DEFINED AS THE MATERIAL REQUIRED TO BE REMOVED TO ACHIEVE TO THE DESIGN ELEVATION (SUB-BASE GRADE). (F)'FILL' IS DEFINED AS THE MATERIAL REQUIRED TO BE PLACED IN ORDER TO ACHIEVE THE DESIGN ELEVATION. 2.2 EXCAVATION 2.2.1 THE EXCAVATION SHOWN ON THE DRAWINGS OR SPECIFIED BY THE OWNER'S REPRESENTATIVE SHALL BE CARRIED OUT TO SUCH LINES, LEVELS, DIMENSIONS AND SLOPES. EXCAVATION FACES SHALL BE NEATLY TRIMMED. 2.2.2 A TOLERANCE OF ONE INCH OVER OR UNDER THE DESIGN PROFILES MAY BE PERMITTED UNLESS OTHERWISE REQUIRED BY THE CONTRACT. 2.2.3 ANY EXCESS DEPTH EXCAVATED BELOW THE FORMATION PROFILE TOLERANCE SPECIFIED SHALL BE MADE GOOD BY BACK FILLING WITH SUITABLE MATERIAL OF SIMILAR CHARACTERISTICS TO THAT REMOVED, AND COMPACTED IN ACCORDANCE WITH THESE SPECFICATIONS. 2.2.4 THE SLOPES OF ALL CUTTINGS SHALL BE CLEARED OF ALL ROCK FRAGMENTS, WHICH MOVE WHEN PRIED BY A CROW BAR. 10. HOT BITUMINOUS MIXTURES 10.1 TRANSPORTATION OF THE MIXTURE: TRANSPORT THE MIXTURE IN TIGHT VEHICLES PREVIOUSLY CLEANED OF ALL FOREIGN MATERIAL. AFTER CLEANING, THINLY COAT THE INSIDE OF THE TRUCK BODIES WITH SOAPY WATER OR AN APPROVED EMULSION CONTAINING NOT MORE THAN 5% OIL. APPLY THE COATING PRIOR TO THE FIRST LOADING EACH DAY AND REPEAT AS NECESSARY THROUGHOUT THE DAY'S OPERATIONS. AFTER THE TRUCK BODIES ARE COATED AND BEFORE ANY MIXTURE IS PLACED THEREIN, RAISE THEM TO DRAIN OUT ANY EXCESS LIQUIDS. COVER EACH LOAD DURING COOL AND CLOUDY WEATHER AND AT ANY TIME THERE IS A PROBABILITY OF RAIN. 10.2 PREPARATION OF APPLICATION SURFACES 10.2.1 CLEANING: PRIOR TO THE LAYING OF THE MIXTURE, CLEAN THE SURFACE OF THE BASE OR THE PAVEMENT TO BE COVERED OF ALL LOOSE OR DELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPPLEMENTED BY HAND BROOMING WHERE NECESSARY. 10.2.2 PATCHING AND LEVELING COURSES: WHEN AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, AND WHEREVER THE PLANS INDICATE, BRING THE EXISTING SURFACE TO PROPER GRADE AND CROSS SECTION BY THE APPLICATION OF PATCHING AND LEVELING COURSES. 10.2.3 APPLICATION OVER SURFACE TREATMENT: WHERE AN ASPHALT MIX IS TO BE PLACED OVER NEWLY CONSTRUCTED SURFACE TREATMENT, SWEEP AND DISPOSE OF ALL LOOSE MATERIAL FROM THE PAVING AREA. 10.2.4 COATING SURFACES OF CONTACTING STRUCTURES: PAINT ALL STRUCTURES WHICH WILL BE IN ACTUAL CONTACT WITH THE ASPHALT MIXTURE, WITH THE EXCEPTION OF THE VERTICAL FACES OF THE EXISTING PAVEMENTS AND CURBS OR CURB AND GUTTER, WITH A UNIFORM COATING OF ASPHALT CEMENT TO PROVIDE A CLOSELY BONDED, WATER-TIGHT JOINT. 10.3 PLACING MIXTURE 10.3.1 ALIGNMENT OF EDGES: LAY ALL ASPHALTIC CONCRETE MIXTURES, INCLUDING LEVELING COURSES OTHER THAN ADJACENT TO CURB AND GUTTER AND OTHER TRUE EDGES, BY THE STRINGLINE METHOD TO OBTAIN AN ACCURATE, UNIFORM ALIGNMENT OF THE PAVEMENT EDGE. 10.3.2 TEMPERATURE OF SPREADING: THE CONTRACTOR SHALL MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING TO WITHIN +/- 24° F [+/- 14° C] OF THE ESTABLISHED MIX TEMPERATURE ESTABLISHED BY THE CONTRACTOR. AS A MINIMUM, THE ENGINEER WILL TAKE MIX TEMPERATURES OF THE MIX ON THE ROAD IN AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN SPECIFIED TOLERANCE CORRECTIVE ACTION MAY NEED TO BE TAKEN. 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 6. STABILIZING 6.1 DESCRIPTION: STABILIZE DESIGNATED PORTIONS OF THE ROADBED TO PROVIDE A FIRM AND UNYIELDING SUBGRADE, HAVING THE REQUIRED BEARING VALUE SPECIFIED IN THE PLANS. WHEN SPECIFIED IN THE PLANS, PROVIDE ADDITIONAL STRENGTHENING OF THE SUBBASE BY ADDITIONAL STABILIZING OF THE UPPER PORTION OF THE PREVIOUSLY STABILIZED SUBGRADE, WITHIN THE LIMITS SPECIFIED. 6.2 MAXIMUM PARTICLE SIZE OF MIXED MATERIALS: AT THE COMPLETION OF THE MIXING, ENSURE THAT THE GRADATION OF THE MATERIAL WITHIN THE LIMITS OF THE AREA BEING STABILIZED IS SUCH THAT 97% WILL PASS A 3 1/2" (90MM) SIEVE AND THAT THE MATERIAL DOES NOT HAVE A PLASTICITY INDEX GREATER THAN EIGHT OR LIQUID LIMIT GREATER THAN THIRTY. 6.3 DENSITY REQUIREMENTS: WITHIN THE ENTIRE LIMITS OF THE WIDTH AND DEPTH OF THE AREAS TO BE STABILIZED, OBTAIN A MAXIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T180. 7. GRANULAR BASE 7.1 MATERIALS: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) STANDARD. THE CONTRACTOR MAY USE MORE THAN ONE SOURCE OF GRANULAR BASE ON A SINGLE CONTRACT PROVIDED THAT A SINGLE SOURCE IS USED THROUGHOUT THE ENTIRE WIDTH AND DEPTH OF A SECTION OF BASE. OBTAIN APPROVAL FROM THE E.O.R. BEFORE PLACING MATERIAL FROM MORE THAN ONE SOURCE. 7.2 METHOD OF SPREADING: CONTRACTOR SHALL SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COURSE ROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK. 7.3 GRANULAR BASE FOR SHOULDER PAVEMENT: UNLESS OTHERWISE PERMITTED, CONTRACTOR SHALL COMPLETE ALL GRANULAR BASE SHOULDER CONSTRUCTION AT ANY PARTICULAR LOCATION BEFORE PLACING THE FINAL COURSE OF PAVEMENT ON THE TRAVELED ROADWAY. WHEN DUMPING MATERIAL FOR THE CONSTRUCTION OF A GRANULAR BASE ON THE SHOULDERS, DO NOT ALLOW MATERIAL CAPABLE OF SCARRING OR CONTAMINATING THE PAVEMENT SURFACE ON THE ADJACENT PAVEMENT. IMMEDIATELY SWEEP OFF ANY GRANULAR MATERIAL THAT IS DEPOSITED ON THE SURFACE COURSE. 7.4 DENSITY REQUIREMENTS: WHEN PROPER MOISTURE CONDITIONS ARE OBTAINED, COMPACT MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. COMPACT THE GRANULAR BASE FOR SHOULDER PAVEMENT TO NOT LESS THAN 95% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. 7.5 PRIMING: CONTRACTOR SHALL APPLY THE PRIME COAT ONLY WHEN THE BASE MEETS THE SPECIFIED DENSITY REQUIREMENTS AND WHEN THE MOISTURE CONTENT IN THE TOP HALF OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE OF THE BASE MATERIAL. AT THE TIME OF PRIMING ENSURE THAT THE BASE IS FIRM, UNYIELDING AND IN SUCH CONDITION THAT NO UNDUE DISTORTION WILL OCCUR. 7.6 MAINTAINING: MAINTAIN THE TRUE CROWN AND TEMPLATE, WITH NO RUTTING OR OTHER DISTORTION WHEN APPLYING THE SURFACE COURSE. 9.3.3 ROLLERS: CONTRACTOR SHALL PROVIDE ROLLERS THAT ARE 3 TO 5 TON [2.7 TO 4.5 METRIC TON] STEEL-TIRED OR COMBINATION STEEL AND RUBBER-TIRED, ROLLERS AND SELF-PROPELLED, PNEUMATIC-TIRED TRAFFIC TYPE ROLLERS THAT ARE EQUIPPED WITH AT LEAST SEVEN SMOOTH-TREAD, LOW-PRESSURE TIRES AND CAPABLE OF CARRYING A LOAD OF AT LEAST 8 TONS [7 METRIC TONS]. MAINTAIN THE INFLATION IN THE TIRES SUCH THAT IN NO TWO TIRES THE AIR PRESSURE VARIES MORE THAN 5 PSI [35 KPA]. LOAD THE TRAFFIC LOADER AS DIRECTED BY THE E.O.R. 9.4 APPLICATION OF BITUMINOUS MATERIAL: 9.4.1 DISTRIBUTOR PRESSURE: AFTER CLEANING THE SURFACE TO BE TREATED TO THE SATISFACTION OF THE E.O.R. ,THE CONTRACTOR SHALL UNIFORMLY SPRAY THE BITUMINOUS MATERIAL OVER THE SURFACE BY MEANS OF A PRESSURE DISTRIBUTOR. WHEN A SURFACE CONSTRUCTED UNDER THIS SECTION IS ON A PAVED SHOULDER, USE A STRINGLINE OR OTHER APPROVED METHOD TO PRODUCE A UNIFORM LINE ALONG THE EDGE OF THE APPLIED BITUMINOUS MATERIAL ADJACENT TO THE TRAFFIC LANES. USE A DISTRIBUTOR THAT MAINTAINS A PRESSURE OF AT LEAST 20 PSI [140 KPA] AND 75 PSI [520 KPA]. 9.4.2 APPLICATION TEMPERATURES: FOR ASPHALT CEMENT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 300 AND 350° F [150 AND 175° C]. FOR EMULSIFIED ASPHALT MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 100 AND 170° F [38 AND 75° C]. FOR CUT-BACK ASPHALT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 175 AND 275° F [80 AND 135° C]. 9.4.3 UNIFORMITY OF DISTRIBUTION: CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO OBTAIN AN EVEN AND UNIFORM DISTRIBUTIOIN OF BITUMINOUS MATERIAL, AND ADJUST AND OPERATE THE DISTRIBUTOR SO AS TO MAINTAIN UNIFORM, EVEN DISTRIBUTION OF THE MATERIAL BEING APPLIED. IMMEDIATELY REMOVE EXCESSIVE DEPOSITS OF BITUMINOUS MATERIAL UPON THE ROAD SURFACE CAUSED BY STOPPING AND STARTING THE DISTRIBUTOR, BY LEAKAGE OR OTHERWISE. 9.5 SPREADING COVER MATERIAL 9.5.1 SPREADING: SPREAD THE COVER MATERIAL IMMEDIATELY FOLLOWING EACH APPLICATION OF BITUMINOUS MATERIAL. UNIFORMLY DISTRIBUTE THE COVER MATERIAL OVER THE BITUMINOUS SURFACE IN ONE, TWO, OR THREE COURSES AS SPECIFIED. PERFORM SPREADING USING APPROVED MECHANICAL SPREADERS. USING ONLY DIRVERS EXPERIENCED IN THIS TYPE OF WORK FOR DRIVING THE SPREADERS. DO NOT DRIVE TRUCKS OR SPREADERS ON THE UNCOVERED BITUMINOUS MATERIAL. 9.5.2 BROOMING AND DRESSING: IMMEDIATELY AFTER EACH APPLICATION OF COVER MATERIAL, BROOM THE SURFACE IN ORDER TO SECURE A UNIFORM DISTRIBUTION OF COVER MATERIAL AND A SMOOTH SURFACE. PLACE ADDITIONAL AGGREGATE BY HAND ON ANY AREAS NOT PROPERLY COVERED. 9.6 ROLLING AND CURING 9.6.1 GENERAL REQUIREMENTS: IMMEDIATELY AFTER THE SPREADING AND DRAGGING OF EACH APPLICATION OF COVER MATERIAL, ROLL THE ENTIRE SURFACE. BEGIN ROILLING WITHIN 30 MINUTES AFTER SPREADING OF THE COVER MATERIAL. BEGIN ROLLING AT THE EDGES AND PROGRESS TO THE CENTRE OF THE SURFACE, UNIFORMLY LAPPING EACH PRECEDING PASS AND THOROUGHLY COVERING THE ENTIRE SURFACE. DURING ROLLING, PERFORM ADDITIONAL DRAGGING AND HANDBROOMING AS SPECIFIED ABOVE. FIRST ROLL THE ENTIRE SURFACE WITH A TRAFFIC ROLLER, FOLLOWED IMMEDIATELY WITH A STEEL-WHEELED ROLLER. COVER THE ENTIRE SURFACE WITH A STEEL-WHEELED ROLLER. THEN, ROLL THE COVER MATERIAL AGAIN WITH THE TRAFFIC ROLLER. CONTINUE THE ROLLING AS LONG AS IS NECESSARY TO ENSURE THE THOROUGH KEYING OF THE COVER MATERIAL AND TO SECURE A UNIFORMLY CLOSED SURFACE. 9.6.2 SHOULDER PAVEMENT: FOR BITUMINOUS SURFACE-TREATED SHOULDER PAVEMENT, THE E.O.R. MAY REQUIRE ADDITIONAL ROLLING AS HE DEEMS NECESSARY TO COMPENSATE FOR THE LACK OF SUBSEQUENT ROLLING BY HIGHWAY TRAFFIC. 9.7 SURFACE REQUIREMENTS: CONTRACTOR SHALL PROVIDE A FINISHED SURFACE THAT IS UNIFORM AND CONFORMS TO THE LINES, GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. REMOVE ALL PORTIONS OF THE COMPLETED SURFACE THAT ARE DEFECTIVE, ARE NOT PROPERLY FINISHED, HAVE FAT JOINTS, OR ARE NOT IN REASONABLY CLOSE CONFORMANCE WITH THESE SPECIFICATIONS, AND REPLACE THEM WITH A SATISFACTORY SURFACE. 9.8 PROTECTION: AFTER APPLYING THE BITUMINOUS MATERIAL, THE CONTRACTOR SHALL PREVENT TRAFFIC FROM USING THE ROAD UNTIL PLACING AND THOROUGHLY ROLLING THE COVER MATERIAL. IF POSSIBLE COMPLETE THE TRAFFIC OFF THE FINISHED SURFACE FOR AT LEAST 48 HOURS AFTER COMPLETING FINISHING 2. INTERMEDIATE ROLLING: PROVIDE FIVE COVERAGES WITH A SEFL-PROPELLED PNEUMATIC-TIRED ROLLER, FOLLOWING AS CLOSE BEHIND THE SEAL ROLLNG OPERATION AS THE MIX WILL PERMIT. 3. FINAL ROLLING: PROVIDE ONE COVERAGE WITH A TANDUM STEEL-WHEELED ROLLER (STATIC MODE ONLY), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], AFTER COMPLETING THE SEAL ROLLING AND INTERMEDIATE ROLLING, BUT BEFORE THE SURFACE PAVEMENT TEMPERATURE DROPS BELOW 160° F [70°C]. 10.4.2 ROLLING PROCEDURES: ENSURE THAT THE INITIAL ROLLLING IS LONGITUDINAL. WHERE THE LANE BEING PLACED IS ADJACENT TO A PREVIOUSLY PLACED LANE, PINCH OR ROLL THE CENTRE JOINT PRIOR TO ROLLING THE REST OF THE LANE. ROLL ACROSS THE MAT, OVERLAPPING THE ADJACENT PASS BY AT LEAST 6 INCHES [150 MM]. ROLL SLOWLY ENOUGH TO AVOID DISPLACEMENT OF THE MIXTURE AND CORRECT ANY DISPLACEMENT AT ONCE BY THE USE OF RAKES AND THE ADDITION OF FRESH MIXTURE AS REQUIRED. 10.4.3 SPEED OF ROLLING: OPERATE THE SELF-PROPELLED, PNEUMATIC-TIRED ROLLER AT THE SPEED OF 6 TO 10 MPH [10 TO 16 KM/H]. FOR EACH ROLLER DO NOT EXCEED AN AREA OF COVERAGE OF 3,000 SQ.YD/H [2,500 SQ.M/H]. 10.4.4 CORRECTING DEFECTS: CONTRACTOR SHALL NOT ALLOW ROLLERS TO DEPOSIT GASOLINE, OIL, OR GREASE ONTO THE PAVEMENT. REMOVE OR REPLACE ANY AREAS DAMAGED BY SUCH DEPOSITS AS DIRECTED BY THE E.O.R.REMOVE AND REPLACE ANY MIXTURE REMAINING UNBONDED AFTER ROLLING. CORRECT ALL DEFECTS PRIOR TO LAYING THE SUBSEQUENT COURSE. C002 GENERAL NOTES D) A TAMPING ROLLER, FOR THE PURPOSE OF THIS SPECIFICATION, IS A MACHINE WITH A ROLL OR ROLLS FROM WHICH 'FEET' PROJECT. THE PROJECTED END AREA OF EACH FOOT SHALL EXCEED 0.11SQ.FT AND THE SUM OF THE AREAS OF FEET SHALL EXCEED 15 PER CENT OF THE AREA OF THE CYLINDER SWEPT BY ENDS OF THE FEET. THE REQUIREMENTS FOR TAMPING ROLLERS APPLY TO MACHINES THAT HAVE 2 ROLLS IN TANDEM. IF ONLY ONE TAMPING ROLL TRAVERSES EACH POINT ON THE SURFACE OF THE LAYER ON ANY ONE PASS OF THE MACHINE, THE MINIMUM NUMBER OF PASSES SHALL BE TWICE THE NUMBER GIVEN IN TABLE 2.1 E) FOR PNEUMATIC-TYRED ROLLERS MASS PER WHEEL IS THE TOTAL MASS OF THE ROLLER DIVIDED BY THE NUMBER OF WHEELS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 2.2.5 CONSTRUCTION TRAFFIC SHALL NOT USE ANY ROAD FORMATION AT THE BOTTOM OF A CUTTING UNLESS THE CUTTING IS IN ROCK OR THE CONTRACTOR MAINTAINS THE LEVEL OF THE BOTTOM SURFACE AT LEAST 1 FOOT ABOVE FORMATION LEVEL. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY DAMAGE TO THE SUB-GRADE ARISING FROM SUCH USE OF THE SURFACE. 2.3 PREPARATION OF FILL AREAS: UNLESS OTHERWISE REQUIRED BY THE CONTRACT THE NATURAL GROUND OVER WHICH FILLING IS TO BE PLACE SHALL BE CLEARED OF ALL LOOSE BOULDERS, GRASS, PRODUCTIVE SOIL, BUSHES, TREES, ROOTS AND OTHER VEGETATION. NO FILLING MATERIAL SHALL BE PLACED UNTIL ALL WATERCOURSES HAVE BEEN DIVERTED OR UNDER DRAINED. ALL POTHOLES OR CAVITIES DISCOVERED SHALL BE OPENED UP, FILLED AND COMPACTED BEFORE ANY FILLING TAKES PLACE. 2.4 FORMING OF EMBANKMENTS: ALL FILLING MATERIAL SHALL BE OBTAINED FROM APPROVED BORROW AREAS OR FROM OTHER SOURCES APPROVED BY THE PROJECT ENGINEER. 2.4.1 EMBANKMENTS SHALL BE FORMED OF MATERIAL DEFINED AS SUITABLE MATERIAL IN CLAUSE 4.1 THE MATERIAL SHALL BE DEPOSITED AND COMPACTED AS SOON AS PRACTICABLE AFTER EXCAVATION IN ACCORDANCE WITH CLAUSE 4.7. EMBANKMENTS SHALL BE BUILT UP EVENLY OVER THE FULL WIDTH AND SHALL BE MAINTAINED AT ALL TIMES WITH A SURFACE OF SUFFICIENT CAMBER AND SUFFICIENTLY EVEN TO ENABLE SURFACE WATER TO DRAIN READILY FROM THEM. DAMAGE TO COMPACTED LAYERS BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR. 2.4.2 THE EXISTING GROUND BELOW EMBANKMENT AREAS SHALL BE CLEARED AS SPECIFIED IN 2.4, AND THEN RIPPED TO A DEPTH OF TWELVE INCHES (12") BELOW EXISTING GROUND LEVEL. THE RIPPED ROCK SHALL THEN BE WELL WALKED IN UNTIL IT WILL PASS A 4" GAUGE AND THOROUGHLY COMPACTED IN ACCORDANCE WITH TABLE 2.1. 2.4.3 ROCK USED, AS FILL SHALL BE OF SUCH SIZE THAT IT CAN BE DEPOSITED IN HORIZONTAL LAYERS, EACH NOT EXCEEDING 18 INCHES LOOSE DEPTH AND EXTENDING OVER THE FULL WIDTH OF THE EMBANKMENTS. MATERIALS SHALL BE SPREAD AND LAID BY A CRAWLER TRACTOR WEIGHING NOT LESS THAN 15 TONS AND COMPACTED IN ACCORDANCE WITH CLAUSE 3.2. EACH LAYER SHALL CONSIST OF REASONABLY GRADED ROCK AND ALL SURFACE VOIDS SHALL BE FILLED WITH BROKEN FRAGMENTS BEFORE THE NEXT LAYER IS PLACED. THE TOP SURFACE AND SIDE SLOPES OF EMBANKMENTS SO FORMED SHALL BE THOROUGHLY BLINDED WITH APPROVED FINE GRADED MATERIALS TO SEAL THE SURFACE. 2.4.4 IF THE CONTRACTOR WISHES TO CONTINUE TO USE THE SURFACE OF EMBANKMENTS FOR CONSTRUCTION TRAFFIC BEFORE TRIMMING TO FORMATION LEVEL HE SHALL BRING UP AND MAINTAIN THE SURFACE TO A LEVEL NOT LESS THAN 6 INCHES ABOVE FORMATION LEVEL. ANY DAMAGE TO THE SUBGRADE CAUSE BY THE USE OF SUCH SURFACE SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. 2.5 COMPACTION ALL MATERIAL SHALL BE COMPACTED AS SOON AS PRACTICABLE AFTER DEPOSITION. THE PERCENTAGE COMPACTION SHALL EQUAL OR EXCEED 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. AS A GUIDELINE TABLE 2.1 GIVES COMPACTION REQUIREMENTS FOR TYPES OF EQUIPMENT, DEPTH OF LAYER AND NUMBER OF PASSES. LISTED BELOW ARE THE DEFINITIONS AND CLASSIFICATIONS ASSOCIATED WITH TABLE 2.1 TABLE 2.1 COMPACTION REQUIREMENTS D= MAXIMUM DEPTH OF COMPACTED LAYER (INCHES) N= MINIMUM NUMBER OF PASSES _________________________________________________________________ TYPE OF CATEGORY UNIFORMLY COMPACTION GRADED PLANT MATERIAL _________________________________________________________________ MASS PER YD WIDTH OF ROLL: D N _________________________________________________________________ SMOOTH- OVER 0.71T UP TO 0.91T 5 10* WHEELED OVER 0.91T UP TO 1.80T 5 8* ROLLER OVER 1.81T UNSUITABLE _________________________________________________________________ GRID ROLLER OVER 0.91T UP TO 1.81T 6 10* OVER 1.81T UP TO 1.82T UNSUITABLE OVER 1.82T UNSUITABLE _________________________________________________________________ TAMPING OVER 4.41T 10 4 ROLLER _________________________________________________________________ VIBRATING MASS PER YARD WIDTH OF A ROLLER VIBRATING ROLL: OVER 0.09T UP TO 0.15T 6 16 OVER 0.15T UP TO 0.24T 6 12 OVER 0.24T UP TO 0.44T 6 6 OVER 0.44T UP TO 0.60T 8 10* OVER 0.60T UP TO 0.77T 9 12* OVER 0.77T UP TO 0.97T 10 10* OVER 0.97T UP TO 1.21T 11 8* OVER 1.21T UP TO 1.44T 12 8* OVER 1.44T UP TO 1.68T 12 6* OVER 1.68T 12 4* _________________________________________________________________ 2.6 NOTES TO TABLE 2.1 A) THE DEPTH OF COMPACTED LAYER IS THE HEIGHT BY WHICH THE EMBANKMENT IS RAISED BY EACH SUCCESSIVE COMPACTED LAYER. B) THE NUMBER OF PASSES IS THE NUMBER OF TIMES THAT EACH POINT ON THE SURFACE OF THE LAYER BEING COMPACTED HAS BEEN TRAVERSED BY THE ITEM OF COMPACTION PLANT. C) THE COMPACTIVE EFFORT OF EACH COMPACTOR IS A FUNCTION OF THE MASS OF THE MACHINE AND THE COMPACTION PLANT IN TABLE 2.1 IS LISTED IN TERMS OF THEIR MASSES. THE MASS PER YARD WIDTH OF ROLL IS THE TOTAL MASS ON THE ROLL DIVIDED BY THE TOTAL ROLL WIDTH. WHERE A SMOOTH-WHEELED ROLLER HAS MORE THAN ONE AXLE. THE MACHINE SHALL BE ASSESSED ON THE BASIS OF THE AXLE GIVING THE HIGHEST VALUE OF MASS PER YARD WIDTH. F) IN ASSESSING THE NUMBER OF PASSES OF PNEUMATIC-TYRED ROLLER THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS TOGETHER WITH THE SUM OF THE SPACING NOT EXCEEDING 10 INCHES. WHERE THE SPACING EXCEEDS 10 INCHES THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS ONLY. G) VIBRATING ROLLERS ARE SELF-PROPELLED OR TOWED SMOOTH WHEELED ROLLERS HAVING MEANS OF APPLYING MECHANICAL VIBRATION TO ONE OR MORE ROLLS. H) THE REQUIREMENTS FOR VIBRATING ROLLERS ARE BASED ON THE USE OF THE LOWEST GEAR ON A SELF-PROPELLED MACHINE WITH MECHANICAL TRANSMISSION AND A SPEED OF 0.93 -1.55 MPH FOR A TOWED MACHINE, OR A SELF-PROPELLED MACHINE WITH HYDROSTATIC TRANSMISSION. IF HIGHER GEAR SPEEDS ARE USED AN INCREASED NUMBER OF PASSES SHALL BE PROVIDED IN PROPORTION TO THE INCREASE ON SPEED TO TRAVEL. I) WHERE THE MECHANICAL VIBRATING IS APPLIED TO TWO ROLLS IN TANDEM, THE MINIMUM NUMBER OF PASSES SHALL BE HALF THE NUMBER GIVEN IN TABLE 2.1 FOR THE APPROPRIATE MASS PER YARD WIDTH OF THE ONE VIBRATING ROLL. IF ONE ROLL DIFFERS IN MASS PER YARD WIDTH FROM THE OTHER THE NUMBER OF PASSES SHALL BE CALCULATED AS FOR THE ROLL WITH THE SMALLEST VALUE. ALTERNATIVELY THE MACHINE MAY BE TREATED AS HAVING A SINGLE VIBRATING ROLL MISSING LINE WITH THE HIGHER VALUE. J) VIBRATING TYPE ROLLERS OPERATING WITHOUT VIBRATION WILL BE CLASSIFIED AS SMOOTH-WHEELED ROLLERS. K) VIBRATING ROLLERS SHALL BE OPERATED WITH THEIR VIBRATORY MECHANISM OPERATING ONLY AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. ALL SUCH ROLLERS SHALL BE EQUIPPED OR PROVIDED WITH A DEVICE AUTOMATICALLY INDICATING THE FREQUENCY AT WHICH THE MECHANISM IS OPERATING. L) VIBRATING-PLATE COMPACTORS ARE MACHINES HAVING A BASE PLATE TO WHICH IS ATTACHED A SOURCE OF VIBRATION CONSISTING OF ONE OR TWO ECCENTRICALLY WEIGHTED SHAFTS. M) THE MASS PER UNIT AREA OF BASE-PLATE OF A VIBRATING PLATE COMPACTOR IS CALCULATED BY DIVIDING THE TOTAL MASS OF THE MACHINE IN IT'S WORKING CONDITION BY IT'S AREA IN CONTACT WITH COMPACTED SOIL. N) VIBRATING-PLATE COMPACTORS SHALL BE OPERATED AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. THEY SHALL NORMALLY BE OPERATED AT TRAVELLING SPEEDS OF LESS THAN 0.62MPH BUT IF HIGHER SPEEDS ARE NECESSARY THE NUMBER OF PASSES SHALL BE INCREASED IN PROPORTION TO THE INCREASE IN SPEED OF TRAVEL. O) VIBRO-TAMPERS ARE MACHINES IN WHICH AN ENGINE-DRIVEN RECIPROCATING MECHANISM ACTS ON A SPRING SYSTEM THROUGH WHICH OSCILLATIONS ARE SET UP IN A BASE-PLATE. P) POWER RAMMERS ARE MACHINES, WHICH ARE ACTUATED BY EXPLOSIONS IN AN INTERNAL COMBUSTION CYLINDER, EACH EXPLOSION BEING CONTROLLED MANUALLY BY THE OPERATOR. Q) IN THE CASE OF POWER RAMMERS AND DROPPING WEIGHT COMPACTORS ONE PASS WILL BE CONSIDERED AS MADE WITH THE COMPACTING SHOE HAS MADE ON STRIKE ON THE AREA IN QUESTION. R) FOR ITEMS MARKED * THE ROLLERS SHALL BE TOWED BY TRACK LAYING TRACTORS. SELF-PROPELLED ROLLERS ARE UNSUITABLE. S) WHERE COMBINATIONS OF DIFFERENT TYPES OF CATEGORIES OF PLANT ARE USED, THE COMPACTION REQUIREMENTS SHALL BE DECIDED UPON BY THE PROJECT ENGINEER, IN ACCORDANCE WITH TABLE 2.1. 2.7 SUB-GRADE AT SECTIONS TO BE RECONSTRUCTED OR WHERE CUTTING IS REQUIRED, THE EXISTING FORMATION SHALL BE SCARIFIED TO A DEPTH OF 6" BELOW FORMATION LEVEL. THE SCARIFIED MATERIAL SHALL THEN BE SHAPED AND ROUGH GRADED, WATERED AND COMPACTED IN ACCORDANCE WITH TAB 6.1 AFTER HARD PLANNING TO ACHIEVE THE REQUIRED CROSS-FALL A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE LAYER IS ACHIEVED, EXCEPT FOR VERGES. THEY SHALL BE LEFT WITH A ROUGH SURFACE TO RECEIVE THE SUBSEQUENT BASE LAYER. 2.8 BACKFILLING TO RETAINING WALLS BACKFILL TO RETAINING WALLS SHALL BE PLACED IN LAYERS NOT EXCEEDING NINE INCHES (9") THICK AND THOROUGHLY, BUT NOT EXCESSIVELY, COMPACTED. IF NECESSARY THE MATERIAL SHALL BE WATERED. 2.9 SETTLEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD TO THE SATISFACTION OF THE PROJECT ENGINEER ALL SETTLEMENT IN FILLING AND IN BACKFILLING THAT MAY OCCUR UP TO THE END OF THE PERIOD OF MAINTENANCE. 2.10 EARTHWORK TO BE KEPT FREE OF WATER THE CONTRACTOR SHALL PROVIDE WHERE NECESSARY TEMPORARY WATER COURSE, DITCHES, DRAINS, PUMPING OR OTHER MEANS OF MAINTAINING THE EARTHWORKS FREE OF WATER. SUCH WORK SHALL INCLUDE CARRYING OUT THE WORK OF FORMING THE CUTTINGS AND EMBANKMENTS IN SUCH A MANNER THAT THEIR SURFACES HAVE AT ALL TIMES A SUFFICIENT MINIMUM CROSS FALL AND, WHERE PRACTICABLE, A SUFFICIENT LONGITUDINAL GRADIENT TO ENABLE THEM TO SHED WATER AND PREVENT PONDING. 3 ROAD WORK 3.1 ALL MATERIAL WITHIN THE ROAD ALLOWANCE SHALL BE COMPACTED TO THE SATISFACTION OF THE PROJECT ENGINEER. 3.2 MINIMUM ACCEPTABLE COMPACTION REQUIREMENTS SHALL BE AS FOLLOWS: 3.2.1 ROAD SUB-GRADE 24" BELOW ROAD SUB-BASE OR GREATER: 95% STANDARD PROCTOR DENSITY 3.2.2 ROAD SUB-GRADE LESS THAN 24" BELOW ROAD SUB-BASE: 98% STANDARD PROCTOR DENSITY 3.2.3 ROAD SUB-BASE & BASE: 100% STANDARD PROCTOR DENSITY D. ASPHALT BASE OR SURFACE COURSE: 97% OF MIX DESIGN DENSITY REGARDLESS OF DEPTH OF ASPHALT BEING PLACED. 3.3. SUB-GRADE PREPARATION: THE ENTIRE ROAD RESERVATION SHALL BE RIPPED ALL OVER TO A DEPTH OF 6" BELOW FORMATION LEVEL; THE RIPPED STONE SHALL THEN BE WELL WALKED IN UNTIL ALL PASS A 4" SCREEN. THE RIPPED STONE SHALL THEN BE ROUGH GRADED, SHAPED, WATERED AND THOROUGHLY COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE IS ACHIEVED. 3.4 WHERE UNSTABLE OR ORGANIC SOIL IS FOUND TO EXIST BELOW THE PROPOSED ROAD SUB-BASE, ALL SUCH SOIL AND MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 4' BELOW FINISH GRADE AND REPLACED WITH APPROVED MATERIAL AS DIRECTED BY THE PROJECT ENGINEER. 3.5 SUB-BASE AND BASE PREPARATION: CLEAN WELL-GRADED STONE FILL PASSING 2" MESH SHALL BE PLACED IN TWO LAYERS OF 4" EACH AND SEPARATELY COMPACTED TO SPECIFIED DENSITY AND PROPER CROSS FALL 3.6 ASPHALT COURSE: FLORIDA TYPE S-I AND S-III SPECIFICATION, AS PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 1982. A 1 12" STRUCTURAL COURSE AND A 34" SURFACE/FRICTION COURSE SHALL BE PLACED AND COMPACTED ACCORDING TO SPECIFIED DENSITY AND PROPER CROSS FALL. +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . C003 EXISTING CONDITION PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I +191.59 SPK +187.98 STK +185.96 SPK +188.00 UP +188.41 +186.44 +186.10 +188.61 +190.34 +192.32 +190.25 +191.00 +192.15 +191.69 +191.28 +190.35 +189.71 +189.71 +189.74 +189.60 +189.58 +189.70 +189.71 +191.30 +191.29 +189.90 +194.18 +193.68 +193.50 +193.61 +193.00 +191.36 +189.71 +189.35 +190.00 +190.09 +190.12 +190.23 +190.36 +190.36 +194.02 UP +189.24 +189.45 +189.23 +188.58 +188.29 +188.04 +187.56 +186.86 +186.90 +186.88 +186.71 +187.02 +187.15 +186.66 +186.75 +186.88 +188.49 +188.29 +186.52 +185.92 +186.38 185.63 185.99 186.81 190.56 185.58 185.99 185.23 183.56 183.64 183.54 187.16 187.32 187.38 187.65 187.63 187.55 187.48 188.16 189.06 187.72 189.40 190.97 190.71 189.65 189.21 187.79 187.59 187.52 187.27 187.95 190.73 SPK 190.54 PK 190.76 . 191.42 . 191.35 . 191.51 . 191.48 . 189.48 . 189.69 . 198.24 . 181.93 . 183.45 . 190.79 . 190.88 . 190.91 . 191.08 . 191.08 . 191.34 SPK 191.81 PK 191.59 . 191.45 . 191.30 . 192 190 188 186 190 188 186 184 C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA SILT FENCE SILT FENCE N:842703.59 E:1192395.27 N:842613.45 E:1192404.40 N:842613.40 E:1192416.46 N:842461.55 E:1192426.49 N:842683.37 E:1192411.01 N:842654.07 E:1192417.46 N:842659.38 E:1192427.73 N:842624.19 E:1192450.84 N:842646.47 E:1192484.52 N:842645.09 E:1192490.55 N:842541.11 E:1192585.76 N:842525.64 E:1192586.56 N:842521.58 E:1192590.03 N:842490.84 E:1192536.70 N:842466.66 E:1192487.85 N:842460.96 E:1192456.53 DEMOLITION LEGEND 10 C005 DEMOLITION PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I S79° 42' 08.42"E 77.81' NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM NEW FIRE STATION BUILDING N:842534.11 E:1192528.68 N:842520.20 E:1192605.24 C006 SITE & GEOMETRY PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM 191.50 2.0% NEW FIRE STATION BUILDING F.F.E. = 192.10' 191.50 191.30 190.90 191.55 191.35 191.95 192.00 192.15 192.00 192.25 192.25 193.60 192.80 191.65 190.30 191.80 192.05 192.05 192.05 191.95 192.05 191.50 192.05 193.20 191.80 191.50 191.35 192.40 191.10 191.20 191.10 2.0% 1.7% 1.8% 1.6% 1.1% 1.3% 1.7% 2.0% 2.3% 3.2% 4.0% 4.4% 4.9% 4.7% 4.4% 2.9% 1.0% CB-2 (TYPE F) (SEE DETAIL 19 / C012) RIM = 191.80 I.E. = 187.50 (NW) I.E. = 187.50 (NE) CB-3 (TYPE F) (SEE DETAIL 19 / C012) RIM = 190.85 CB-1 (TYPE F) (SEE DETAIL 19 / C012) RIM = 190.70 I.E. = 187.50 (SE) I.E. = 187.50 (NE) 190.70 186 185 190 189 188 187 191 192 193 190 191 189 190 189 188 187 186 185 184 10 C007 PAVING, GRADING & DRAINAGE PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & POTABLE WATER AND SANITARY SEWER PLAN C013 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 4. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 6" CLEAR SEPARATION 5. STORM SEWER TO CROSS BELOW WATER LINE WITH MINIMUM 6" CLEAR SEPARATION 6. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT E NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) T NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) WATER WATER SAN SAN EXISTING WATER SERVICE (FIELD VERIFY) EXISTING SANITARY SEWER MAIN OHW EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE SEE DETAIL 21/C012 NEW STORM SEWER SYSTEM NEW SANITARY SEWER SYSTEM 80 FT. OF TRENCH DRAIN CONNECTED TO CB-2 & CB-3 (SEE DETAIL 26 / C013) SEE STRIPING DETAIL 5/C009 STORMTECH SC-740 CHAMBERS (30 TOTAL) (SEE DETAILS ON SHEET C014) TYPICAL SECTION 1 N.T.S. BUILDING EXISTING GRADE 1.5 % TO 2.0% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY EXISTING CONCRETE RETAINING WALL GRADE BUILDING GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS EXISTING WALL 12" PRE-MOLDED EXPANSION JOINT 2.0 % SIDEWALK DRIVE ISLE PARKING STALL DRIVE ISLE EXISTING GRADE TYPICAL SECTION 2 N.T.S. BUILDING EXISTING ROADWAY GRADE 1.0% TO 4.7% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY GRADE BUILDING GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS 12" PRE-MOLDED EXPANSION JOINT 12" PRE-MOLDED EXPANSION JOINT 1.5 % TO 2.0% 2.3% TO 4.4% TRENCH DRAIN 1.8% 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS 12" PRE-MOLDED EXPANSION JOINT 2.0% EXISTING BUILDING TYPICAL SECTION 3 N.T.S. EXISTING ROADWAY GRADE 4.9% TO 6.1% 1.6% 1.1% C008 TYPICAL SECTIONS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC ..\..\..\BUILDTEC_COLOR.jpg P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C009 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C010 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C011 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I D D C C NOT TO SCALE TYPE F INLET C012 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I 1'-0" 24" MIN. @ PIPE INVERT ENCAPSULATION (AS SPECIFIED) SLAB THICKNESS (AS SPECIFIED) 1' - 25 8" NOT TO SCALE TRENCH DRAIN NOT TO SCALE PRECAST CONCRETE MANHOLE TOP SLAB NOT TO SCALE PRECAST CIRCULAR DRAINAGE STRUCTURES C013 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C014 PAVING, GRADING AND DRAINAGE DETAILS April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED WATER MAINS SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITY TO THE AREA WITHIN THE EXISTING EASEMENTS AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. BUILDTEC ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. WATER DISTRIBUTION SYSTEM: 1. ALL WATER MAINS SHALL BE MINIMUM 6-INCH AWWA C-900 PVC WITH DR OF 18. ALL PIPES AND FITTINGS SHALL BE CLASS "C" OR BETTER. JOINTS IN PVC PIPES SHALL BE OF THE RUBBER-RING PUSH-FIT TYPE, EITHER SPIGOT AND SOCKET OR DOUBLE BELL COUPLING. 2. ALL PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADIENTS WITH FITTINGS, VALVES AND HYDRANTS AT THE REQUIRED LOCATIONS. ALL WATER MAINS SHALL BE LAID TO SUCH DEPTHS WHICH WILL PROVIDE A MINIMUM COVER OF 3'-0" OR AS INDICATED IN THESE DRAWINGS. 3. TRENCHES SHALL BE EXCAVATED TO A MINIMUM WIDTH OF 12" PLUS THE NOMINAL PIPE DIAMETER (6" EACH SIDE), AND TO A DEPTH 4" DEEPER THAN THE PIPE INVERT FOR 4" DIAMETER PIPE OR LESS, AND 6" FOR ALL OTHERS. THE BOTTOM OF THE TRENCHES SHALL BE PROPERLY CLEANED AND LEVELED, AND SELECTED GRANULAR MATERIAL OR SAND PROVIDED UNDER THE PIPES. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT PROPER JOINTING AND TO AVOID THE POSSIBILITY OF BRIDGING BETWEEN JOINTS. EVERY PRECAUTION SHALL BE TAKEN TO ENSURE THAT NO FOREIGN MATERIAL ENTERS THE PIPE WHILE BEING LAID AND THAT RUBBER RINGS ARE PROPERLY INSTALLED IN THE PIPE BELL. 4. GATE OR BUTTERFLY VALVES MAY BE USED AND VARIETY SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. VALVES SHALL BE PROVIDED ON ALL BRANCH MAINS AT THEIR JUNCTIONS WITH PRINCIPAL MAINS. THE FOLLOWING STANDARDS APPLY: AWWA C-509 - RESILIENT SEATED GATE VALVES FOR WATER AND SEWERAGE SYSTEMS AWWA C-504 - RUBBER SEATED BUTTERFLY VALVES ALL VALVES MUST BE SQUARE-NUT OPERATED, NON-RISING STEM FITTED WITH O-RING SEALS. 5. CONCRETE ANCHOR BLOCKS SHALL BE PROVIDED AT ALL TEES, BENDS, CAPS, PLUGS, ETC. TO PREVENT REACTION MOVEMENTS. THE CONCRETE SHALL BE PLACED BETWEEN SOLID GROUND AND THE FITTING TO BE ANCHORED. 6. BACKFILLING SHALL BE CARRIED OUT WITH SUITABLE FINE MATERIAL IN ORDER TO PROVIDE A FIRM AND CONTINUOUS SUPPORT FOR THE PIPE. BACKFILL SHALL BE PLACED BY HAND AND FULLY COMPACTED IN LAYERS NOT EXCEEDING 6" FOR THE FIRST 12" OVER THE PIPE. APPROVED MECHANICAL METHODS MAY BE EMPLOYED FOR BACKFILLING THE REMAINDER OF THE TRENCH. IF SUITABLE BACKFILL MATERIAL IS NOT AVAILABLE IN SUFFICIENT QUANTITY FROM THE TRENCH, THE NECESSARY MATERIAL SHALL BE IMPORTED TO COMPLETE BACKFILLING. WHERE PVC PIPE IS BEING LAID, SAND OR OTHER APPROVED MATERIAL SHALL BE USED FOR BEDDING AND SURROUND, AND FOR THE FIRST 12" ABOVE THE PIPE. IT SHALL BE PLACED BY HAND AND BE FULLY COMPACTED IN 6" LAYERS BEFORE THE REMAINDER OF THE TRENCH IS BACKFILLED IN THE USUAL MANNER. 7. POLYETHYLENE SERVICE PIPES SHALL BE SDR 11, PC 160 PSI, IPS, OD-CONTROLLED IN ACCORDANCE WITH AWWA C901 AND ASTM 3035 (SEE AWWA C-901, TABLE 5), AND SHALL BE COMPATIBLE WITH TALBOT PUSH-FIT FITTINGS. PIPE MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL FOR POTABLE WATER. 8. THE SERVICE LINES SHALL BE CONNECTED TO THE MAINS BY THE INSERTION OF CORPORATION COCKS, FERRULES OR ANGLE VALVES OF A TYPE APPROVED BY THE VIWAPA. 9. SERVICE LINES SHALL HAVE A MINIMUM COVER OF 2 FEET IN VEHICULAR DRIVEWAYS, PARKING LOTS AND ROADWAYS AND BE PROTECTED BY PVC DUCTING. 10. CONTRACTOR SHALL MAKE BUILDING CONNECTIONS WITH TEE-WYE AND DOUBLE WYE BRANCH CONNECTION TO MAIN SEWER LINE. JOINTS SHALL BE LOCATED TO PERMIT ONE CONNECTION FOR TWO PROPERTIES WHERE POSSIBLE. BUILDING CONNECTIONS PROVIDED BY THE DEVELOPER SHALL EXTEND THREE FEET BEYOND FRONT PROPERTY LINE. BUILDING SEWERS AND CLEAN OUTS SHALL BE STUBBED A MINIMUM THREE FEET BEYOND GRADE TO EASE FUTURE CONNECTIONS. BUILDING SEWER PIPE SHALL BE SIX INCH DIAMETER PVC. 11. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 12. FIRE HYDRANTS MUST BE IN ACCORDANCE WITH AWWA C502. HYDRANTS SHOULD HAVE (2) 2 1/2" OUTLET NOZZLES AND (1) 4 1/2" PUMPER NOZZLE WITH STANDARD HOLE THREADS. CAPS MUST BE PROVIDED ON NOZZLES AND ATTACHED BY CHAINS. A STANDARD AWWA OPERATING NUT WITH O-RING TYPE SEAL IS REQUIRED. HYDRANTS SHOULD ALSO BE INSTALLED WITH BREAK-AWAY FLANGE AT BASE. TWO OPERATING KEYS SHALL BE PROVIDED WITH EACH INSTALLED HYDRANT. 13. ALL BURIED VALVES SHALL HAVE CAST IRON TWO- OR THREE-PIECE VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND TO EXTEND TO SUCH ELEVATION AT OR SLIGHTLY ABOVE THE FINISHED GRADE SURFACE. THE BARREL SHALL BE ONE- OR TWO-PIECE SCREW TYPE, HAVING 5 1/4" SHAFT. COVER SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN SIX INCHES OF THE TOP OF THE VALVE BOX COVER. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASES. 14. LOCATION OF FIRE HYDRANTS, VALVES AND OTHER WATER APPURTENANCES SHOWN IN DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 15. ELEVATION OF MANHOLE RIMS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL ELEVATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 16. SEWER LINE DIRECTIONS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL SEWER LINE BEARINGS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 17. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 18. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS WHICH SHALL BE SUBMITTED TO THE VIWAPA AND VIWMA WITHIN SEVEN DAYS OF PROJECT COMPLETION. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 19. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF POTABLE WATER AND SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 20. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE VIWAPA AND VIWMA THROUGHOUT CONSTRUCTION. SANITARY SEWER SYSTEM: 1. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 2. LEAKAGE FOR NEW COPNSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 3. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN HOUSE CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 4. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 5. SEWERS SHALL BE LAID WITH UNIFORM SLOPES AND ALIGNMENT BETWEEN MANHOLESAND ON COMPLETION SHALL SHOW A FULL CIRCLE OF LIGHT WHEN LAMPED BETWEEN MANHOLES. 6. MANHOLES SHALL BE INSTALLED AT ALL CHANGES OF GRADE, ALIGNMENT OR SIZE OF SEWER, AT ALL INTERSECTIONS AND DISTANCES NOT GREATER THAN 400 FEET. THE MINIMUM INSIDE DIAMETER OF MANHOLES SHALL BE 48 INCHES. 7. THE MANHOLE FLOOR SHALL HAVE A FLOW CHANNEL MADE TO CONFORM IN SHAPE AND CARRYING CAPACITY TO THAT OF THE SEWERS. 8. FORCE MAINS SHALL BE DUCTILE IRON OR PVC PRESSURE PIPE WITH RUBBER RING, PUSH FIT JOINTS. MINIMUM VELOCITY IN THE FORCE MAINS SHALL BE 2.5 FEET PER SECOND. THE FOLLOWING STANDARDS SHALL APPLY: DUCTILE IRON - AWWA C100 PVC - AWWA C900 (SDR-18) PUMPING STATION: 1. SEWAGE PUMPING STATIONS SHALL BE CONCRETE WET WELL PUMPING STATION INCORPORATING EASILY REMOVABLE CLOSE-COUPLED SUBMERSIBLE PUMPS. 2. TWO OR MORE PUMPS COMPATIBLE WITH THE STANDARD MODELS USED BY THE CORPORATION (FLYGT), SHALL BE PROVIDED IN EACH PUMPING STATION. WHERE ONLY TWO PUMPS ARE PROVIDED, EACH PMUP SHALL BE CAPABLE OF HANDLING TWICE THE PEAK FLOW AND BE THE SAME MODEL AND IMPELLER SIZE. 3. DEVICES FOR MEASURING SEWAGE FLOWS AND POWER CONSUMPTION SHALL BE INSTALLED AT ALL PUMPING STATIONS. 4. APPROVED STANDBY POWER EQUIPMENT OR FACILITIES TO ALLOW QUICK CONNECTION OF STANDBY POWER EQUIPMENT SHALL BE PROVIDED AT PUMPING STATIONS. April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I POTABLE WATER AND SANITARY SEWER NOTES C015 NEW FIRE STATION NEW SAFE ROOM GENERATOR PUMP ROOM NEW FIRE STATION BUILDING SANITARY SEWER MANHOLE. CONNECT TO EXISTING SANITARY SEWER MAIN 15 L.F. OF 4" SDR-35 PVC SANITARY SEWER LATERAL @ MIN. 2% SLOPE. (REFER TO TRENCH DETAIL 20/C012) 4" 2-WAY CLEAN OUT 26 L.F. OF 2" SDR-11 HDPE WATER LINE 8"X6" TEE AND 6" GATE VALVE 2" CORPORATION STOP ASSEMBLY 2" WATER METER 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 8" GATE VALVE AND 8" END CAP 225 L.F. 8" C-900 P.V.C. WATER MAIN REFER TO PLUMBING PLANS FOR CONTINUATION FIRE HYDRANT ASSEMBLY 28 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE 35 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE 35 L.F. OF 8" SDR-35 PVC SANITARY SEWER MAIN @ MIN. 0.4% SLOPE. (REFER TO TRENCH DETAIL 20/C012) SANITARY SEWER MANHOLE. CONNECT TO EXISTING SANITARY SEWER MAIN EXISTING SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. GROUT FILL PIPE EXISTING SANITARY SEWER MAIN TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MANHOLE TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MAIN TO BE ABANDONED AND REMOVED EXISTING SANITARY SEWER MANHOLE TO BE ABANDONED AND REMOVED 8" - 11.25° BEND 16"X8" TAPPING SLEEVE AND 8" TAPPING VALVE POTABLE WATER AND SANITARY SEWER PLAN April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & PAVING, GRADING & DRAINAGE PLAN SHEET C007 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW SANITARY SEWER MAIN NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC C016 NEW POTABLE WATER MAIN NOT TO SCALE PAVEMENT RESTORATION GENERAL NOTES: 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE. BUT NOT LESS THAN 12". 2. BASE MATERIAL SHALL BE PLACED IN 6 INCH MAXIMUM LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY, PER AASHTO T-180. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100. 3. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. PAVEMENT MATERIAL SHALL BE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE STRUCTURAL COURSE (1" THICK). MATCH EXISTING GRADES AT LIMIT OF SAWCUT. 5. UPON COMPLETION OF TRENCHING AND TRENCH/PAVEMENT RESTORATION FOR THE ENTIRE PROJECT, RESURFACE ENTIRE ROADWAY WIDTH WITH FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY (1" MINIMUM THICKNESS). 6. BID PRICES FOR PIPE AND/OR FRENCH DRAIN SHALL INCLUDE PAVEMENT RESTORATION TO MATCH EXISTING GRADES. CONTRACTOR SHALL NOT LEAVE MORE THAN 1,000-FEET OF EXPOSED LIMEROCK BASE AT ANY TIME DURING THE TRENCH/PAVEMENT RESTORATION PROCESS. ONLY THE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY WILL BE PAID SEPARATELY. 7. WHEN TRENCHING OUTSIDE THE PAVEMENT AREA, ASPHALT AND BASE MATERIAL REFERENCED IN GENERAL NOTES 1-5 ARE NOT REQUIRED. RESTORE OR REPLACE ALL PUBLIC OR PRIVATE PROPERTY TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL IMPACTED AREAS SHALL BE COMPACTED TO 95% DENSITY IN 6-INCH MAXIMUM LIFTS. 8. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL SOILS INFORMATION TO UNDERSTAND EXISTING CONDITIONS. EXIST. ASPHALT SURFACE PAVEMENT RESTORATION TO MATCH EXIST. GRADE SAWCUT ALONG A NEAT AND STRAIGHT EDGE. TACK COAT ALL SURFACES AND EDGES (BOTH SIDES) EXIST. LIMEROCK BASE REFER TO TYPICAL TRENCH BACKFILL DETAIL 6/C016 2' TYP. 2' TYP. TRENCH WIDTH T 2T 12" MIN. WIDTH=TRENCH WIDTH(W)+4' 6" 6" ASPHALT PAVEMENT RESTORATION NOTES: 1. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL MATERIAL 2" MAXIMUM PARTICLE SIZE, COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" LIFTS, PER AASHTO SPEC. NO. T-99C 2. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 3. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS, A FOUNDATION IS REQUIRED AS DETERMINED BY THE ENGINEER. 12" VARIES 6" MIN. SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" MAX. SIZE LIFT, PER AASHTO SPEC. NO. T-99C SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY PER AASHTO T-99C IN LAYERS NOT TO EXCEED 6" THICKNESS WITH 2" MAX. PARTICLE SIZE BEDDING MATERIAL SEE NOTE NO. 1 FOUNDATION REQUIRED IN UNSTABLE SOILS. SEE NOTE NO. 3 5 NOT TO SCALE TYPICAL TRENCH BACKFILL 4 NOT TO SCALE SANITARY SEWER LATERAL 1 NOT TO SCALE PIPE LOCATING WIRE 2 NOT TO SCALE WATERMAIN CROSSING 3 REPLACEMENT BASE NOT TO SCALE VALVE AND BOX 6 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C017 POTABLE WATER AND SANITARY SEWER DETAILS NOT TO SCALE SANITARY SEWER MANHOLE 11 NOT TO SCALE INVERT CHANNEL FLOW DIRECTION 12 o NOT TO SCALE CONCRETE VALVE PAD 7 NOT TO SCALE THRUST BLOCKS 9 NOT TO SCALE ABOVE GROUND REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY 8 NOT TO SCALE FIRE HYDRANT ASSEMBLY 10 April, 2025 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC P.O. BOX 8269 Christiansted, USVI 00823 GEORGE SCOTT- VIFEMS STATION ESTATE ANNA'S RETREAT PARCEL NO. 390 NEW QUARTER, CHARLOTTE AMALIE ST. THOMAS U.S.V.I C018 POTABLE WATER AND SANITARY SEWER DETAILS Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. AS101 ARCHITECTURAL SITE PLAN 1"=20' 1 ARCHITECTURAL SITE PLAN N No. Description Date W D DN 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 A201 1 A201 2 A202 1 A202 2 1 A301 1 A301 2 A301 2 A301 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 2 A303 2 A303 1 A304 1 A304 2 A304 2 A304 1 A305 1 A305 2 A305 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 83 SF CORRIDOR 105 60 SF RESTROOM 132 WATER FOUNTAIN WATER FOUNTAIN W2 W2 101C 101B 101A W2 W2 W2 W2 W2 119A W2 142A 142B W2 118A W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 102A 112A W3 W3 W3 W3 W3 105A 103A W3 16 W3 104A W3 W3 W3 108A W3 W3 W3 110A W3 132A 111A 111B W3 13 16 16 W3 140A 114A 116A W3 119B 121A 16 121B 113A 115A W2 W2 W2 144A 106A 107A W3 W2 W2 W2 125A W3 W3 W3 W3 W3 126B 126D 126C 126A W2 130B W3 W3 131A W3 111A 128A W3 W3 W3 128B W3 W3 W3 W3 W3 128E 128D 128C 124A 129A 6 6 6 6 6 6 6 6 6 6 1 3 13 W2 W2 122A 3 3 3 3 5 6 6 6 13 13 13 13 13 5 5 5 6 6 6 6 6 6 W2 W2 W2 W2 W2 W2 134A 135A 133A W3 W3 132A 130A 5 5 5 5 W2 W3 W3 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A101 IDENTIFICATION FLOOR PLAN 1 SCHEMATIC DESIGN 8/17/2024 1/8" = 1'-0" 1 MAIN LEVEL IDENTIFICATION PLAN N No. Description Date W D DN 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 12 FT WIDE DR. 12 FT WIDE DR. 14 FT WIDE DR. 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 6' - 0" 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 A201 1 A201 2 A202 1 A202 2 1 A301 1 A301 2 A301 2 A301 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 2 A303 2 A303 1 A304 1 A304 2 A304 2 A304 1 A305 1 A305 2 A305 12' - 5" 5' - 0" 21' - 1" 16' - 1" 22' - 0" 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 7' - 6" 8' - 0" 12' - 5" 13' - 9" 17' - 8" 21' - 9" 40' - 1" 19' - 0" 33' - 0" 14' - 0" 51' - 4" 157' - 5" 8' - 2" 3' - 6" 6' - 0" 3' - 6" 19' - 0" 14' - 1 1/8" 24' - 1 1/8" 9' - 0" 6' - 0" 12' - 7" 10' - 0" 18' - 0" 15' - 4" 26' - 0" 20' - 0" 20' - 0" 18' - 0" 38' - 0" 47' - 4" 10' - 0" 20' - 0" 8' - 0" 55' - 4" 3' - 8" 12' - 0" 6' - 0" 12' - 0" 5' - 0" 14' - 0" 2' - 8" 2' - 8" 6' - 0" 3' - 6" 6' - 0" 1' - 10" 6' - 0" 2' - 2" 6' - 0" 1' - 10" 4' - 0" 6' - 0" 6' - 9 1/8" 6' - 0" 15' - 7" 6' - 0" 3' - 0" 8' - 0" 3' - 0" 7' - 0" 3' - 8" 6' - 0" 1' - 8" 6' - 0" 2' - 8" 4' - 0" 3' - 0" 6' - 0" 3' - 0"4' - 0" 2' - 0" 6' - 0" 3' - 8" 9' - 6" 2' - 6" 3' - 4" 3' - 8" 6' - 8" 5' - 0" 3' - 0" 5' - 0" 5' - 0" 3' - 0" 5' - 0" 2' - 8" 3' - 0" 4" 8' - 0" 6' - 0" 7' - 4" 6' - 0" 7' - 4" 6' - 0" 10' - 8" 4' - 7 1/8" 7' - 8" 7' - 11 5/8" 14' - 0" 9' - 9 3/4" 8' - 3 5/8" 5' - 3 5/8" 8' - 5" 5' - 0" 4' - 2 1/4" 4' - 0" 27' - 0" 17' - 0" 6' - 0" 6' - 4" 15' - 8" 6' - 5" 3' - 10 1/8" 5' - 0" 8' - 0 1/4" 4' - 6" 15' - 0" 19' - 8" 19' - 4" 19' - 4" 10' - 3" 21' - 8 5/8" 5' - 6" 9' - 6" 3' - 0" 6' - 6" 5' - 11 1/8" 5' - 6" 9' - 1 3/8" 16' - 6" 12' - 6" 12' - 0" 4' - 2" 1' - 0" 3' - 0" 7' - 2 1/2" 11' - 6 1/4" 12' - 6 1/2" 9' - 7 1/8" 10' - 11 1/8" 10' - 0" 8' - 3 1/8" 10' - 11 1/8" 11' - 4" 1' - 4" 3' - 0" 8" 3' - 0" 6' - 9 1/8" 8' - 3 5/8" 2' - 10" 5' - 1 5/8" 10' - 2" 10' - 0" 5' - 11 7/8" 9' - 5 5/8" 9' - 5" 10' - 9 1/4" 7' - 4" 17' - 5" 22' - 11 1/4" 18' - 11 1/2" 3' - 5" 31' - 11" 54' - 0" WATER FOUNTAIN WATER FOUNTAIN 60 SF RESTROOM 132 RAMP RAMP STEPS LANDING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A102 DIMENSION FLOOR PLAN 1/8" = 1'-0" 1 MAIN LEVEL DIMENSION PLAN N No. Description Date CONCRETE CEILNG FINISH IN GENERATOR ROOM OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) CONCRETE CEILNG FINISH IN PUMP ROOM CONCRETE CEILNG FINISH IN PUMP ROOM ACT CEILING TYP. ACT CEILING TYP. GYP. BOAD CEILING TYP. SUPPLY AIR AIR DEVICE - SEE MECHANICAL DWGS. RETURN AIR DEVICE - SEE MECH. DWGS. RETURN AIR DEVICE - SEE MECH. DWGS. SUPPLY AIR AIR DEVICE - SEE MECHANICAL DWGS. REFLECTED CEILING PLAN LEGEND 24" x 24" ACOUSTICAL CEILING TILE 5/8" MOLD AND MOISTURE RESISTANCE GYPSUM WALLBOARD CEILING CONCRETE FINISH CEILING SEE ELECTRICAL DWGS. FOR LIGHTING LAYOUT Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A103 REFLECTED CEILING PLAN 1/8" = 1'-0" 1 LEVEL ONE REFLECTED CEILING PLAN N No. Description Date LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING PRE-FINISHED METAL ROOF COPING TYP. PRE-FINISHED METAL ROOF COPING TYP. PARAPET TYP. CANOPY ROOF TYP. CANOPY ROOF BELOW TYP. PRE-FINISHED METAL ROOF COPING TYP. PARAPET TYP. CANOPY ROOF TYP. LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING LOW-SLOPE ROOF TYP. WITH TPO MEMBRANE ROOFING PARAPET TYP. PARAPET TYP. PARAPET TYP. 47' - 3 1/2" 9' - 11 1/2" 20' - 0" 8' - 0" 38' - 0" 55' - 3" 51' - 4" 14' - 0" 33' - 0" 19' - 0" 40' - 1" 157' - 4 1/2" 55' - 3 1/2" 15' - 4" 8' - 0" 12' - 6 1/2" 5' - 8" 13' - 9" 17' - 8" 21' - 9 1/2" 17' - 11 1/2" 10' - 0" 26' - 0" 20' - 0" 20' - 0" 18' - 0 1/2" 6' - 0" 11' - 4" 5' - 0" 18' - 0" 23' - 0" 5' - 0" 13' - 2" 9' - 0" 12' - 10" 1' - 6" SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A104 ROOF PLAN N 1/8" = 1'-0" 1 ROOF PLAN No. Description Date DN 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 273 SF GENERATOR ROOM 135 200 SF PUMP ROOM 134 105 SF CORR. 133 60 SF RESTROOM 132 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A105 FINISH PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL FINISH PLAN N DN 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 105 SF CORR. 133 60 SF RESTROOM 132 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A106 EQUIPMENT LAYOUT PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL EQUIPMENT LAYOUT N DN 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 101 SF DECON SHOWER 118 84 SF LAUNDRY 117 109 SF RADIO/REPORT 103 120 SF LOBBY 102 120 SF SHIFT COMMANDER OFFICE 106 375 SF SAFEROOM 130 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 160 SF SUPERVISOR DORM 107 51 SF SUPERVISOR BATH 108 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 220 SF FITNESS ROOM 116 374 SF DAY ROOM/LOUNGE 121 140 SF GENERAL STORAGE 109 50 SF JANITOR 114 95 SF MECHANICAL 115 60 SF ELECTRICAL 113 295 SF FEMALE DORM 124 65 SF SCBA BOTTLE STORAGE 142 331 SF KITCHEN/DINING 122 52 SF FITNESS ROOM TOILET 144 201 SF FEMALE RESTROOM 126 99 SF FEMALE LOCKER 125 54 SF PROVISIONS 131 111 SF MALE LOCKER 127 261 SF MALE RESTROOM 128 400 SF CORRIDOR 120 173 SF CORR. 110 459 SF MALE DORM 123 35 SF STORAGE CLOSET 129 60 SF RESTROOM 132 105 SF CORR. 133 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A107 FURNITURE AND FIXTURES PLAN No. Description Date 1/8" = 1'-0" 1 MAIN LEVEL FURNITURE AND FIXTURES PLAN N 56 SF PUBLIC TOILET 104 104A W3 W3 W3 W3 51 SF SUPERVISOR BATH 108 108A W3 W3 W3 109 SF RADIO/REPORT 103 W2 W2 W3 103A W3 16 50 SF JANITOR 114 W3 W3 114A W3 W2 W3 144A 6 6 6 116A 220 SF FITNESS ROOM 116 W2 144A W3 W3 52 SF FITNESS ROOM TOILET 144 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A150 ENLARGED FLOOR PLANS 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 1 2 3 SCHEMATIC DESIGN SCHEMATIC DESIGN DESIGN DEVELOPMENT 04/06/2022 04/21/2022 06/06/2022 4 CONSTRUCTION DOCUMENTS 50% 08/22/2022 No. Description Date 1/2" = 1'-0" 1 PUBLIC TOILET 104 ENLARGED PLAN 1/2" = 1'-0" 2 SUPERVISOR BATH 108 ENLARGED PLAN 1/2" = 1'-0" 3 RADIO/REPORT 109 ENLARGED PLAN 1/2" = 1'-0" 4 JANITOR 114 ENLARGED PLAN 1/2" = 1'-0" 5 FITNESS ROOM 116 ENLARGED PLAN 1/2" = 1'-0" 6 FITNESS ROOM TOILET 144 ENLARGED PLAN W D 84 SF LAUNDRY 117 W2 118A W2 W2 W2 101 SF DECON SHOWER 118 W2 118A W2 W2 W2 399 SF TURN-OUT GEAR STORAGE 119 W2 W2 W2 119A 119B W2 W2 142A 142B 65 SF SCBA BOTTLE STORAGE 142 W2 W2 W2 331 SF KITCHEN/DINING 122 W2 W2 W3 W2 5 5 W2 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A151 ENLARGED PLANS No. Description Date 1/2" = 1'-0" 1 LAUNDRY 117 ENLARGED PLAN 1/2" = 1'-0" 2 DECON SHOWER 118 ENLARGED PLAN 1/2" = 1'-0" 3 TURN-OUT GEAR STORAGE 119 ENLARGED PLAN 1/2" = 1'-0" 4 SCBA BOTTLE STORAGE 142 ENLARGED PLAN 1/2" = 1'-0" 5 KITCHEN/DINING 122 ENLARGED PLAN 99 SF FEMALE LOCKER 125 W2 W2 125A W3 W3 W3 W3 W3 126B 126D 126C 126A 1 3 111 SF MALE LOCKER 127 W2 W3 111A 128A W3 W3 W3 128B W3 W3 W3 W3 128E 128D 128C 3 3 3 W2 WATER FOUNTAIN 133A W3 W3 132A 60 SF RESTROOM 132 375 SF SAFEROOM 130 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A152 ENLARGED PLANS No. Description Date 1/2" = 1'-0" 1 FEMALE RESTROOM 126 ENLARGED PLAN 1/2" = 1'-0" 2 MALE RESTROOM 128 ENLARGED PLAN 1/2" = 1'-0" 3 RESTROOM 132 ENLARGED PLAN LOWER ROOF 12' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" LOWER ROOF 12' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A201 SOUTH ELEVATION & EAST ELEVATION 1/8" = 1'-0" 1 SOUTH ELEVATION 1/8" = 1'-0" 2 EAST ELEVATION No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A202 NORTH ELEVATION & WEST ELEVATION 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 120 SF SHIFT COMMANDER OFFICE 106 83 SF CORRIDOR 105 120 SF LOBBY 102 56 SF PUBLIC TOILET 104 24 SF STORAGE 132 1989 SF APPARATUS BAYS 101 LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 220 SF FITNESS ROOM 116 173 SF CORR. 110 95 SF MECHANICAL 115 84 SF LAUNDRY 117 399 SF TURN-OUT GEAR STORAGE 119 1989 SF APPARATUS BAYS 101 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A301 BUILDING SECTIONS 1/8" = 1'-0" 1 Section 1 1/8" = 1'-0" 2 Section 2 No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 374 SF DAY ROOM/LOUNGE 121 295 SF FEMALE DORM 124 331 SF KITCHEN/DINING 122 LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 459 SF MALE DORM 123 400 SF CORRIDOR 120 99 SF FEMALE LOCKER 125 201 SF FEMALE RESTROOM 126 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A302 BUILDING SECTIONS 1/8" = 1'-0" 1 Section 3 1/8" = 1'-0" 2 Section 4 No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 54 SF PROVISIONS 131 375 SF SAFEROOM 130 LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 109 SF RADIO/REPORT 103 83 SF CORRIDOR 105 140 SF GENERAL STORAGE 109 220 SF FITNESS ROOM 116 160 SF SUPERVISOR DORM 107 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A303 BUILDING SECTIONS 1/8" = 1'-0" 1 Section 5 1/8" = 1'-0" 2 Section 6 No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 56 SF PUBLIC TOILET 104 51 SF AIR LOCK 111 102 SF EMS STORAGE 112 60 SF ELECTRICAL 113 95 SF MECHANICAL 115 374 SF DAY ROOM/LOUNGE 121 LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 1989 SF APPARATUS BAYS 101 84 SF LAUNDRY 117 101 SF DECON SHOWER 118 400 SF CORRIDOR 120 295 SF FEMALE DORM 124 201 SF FEMALE RESTROOM 126 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A304 BUILDING SECITONS 1/8" = 1'-0" 1 Section 7 1/8" = 1'-0" 2 Section 8 No. Description Date LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 1989 SF APPARATUS BAYS 101 399 SF TURN-OUT GEAR STORAGE 119 400 SF CORRIDOR 120 375 SF SAFEROOM 130 60 SF RESTROOM 132 LOWER ROOF 12' - 0" BTM. OF FTG. -2' - 0" UPPER ROOF 16' - 0" LEVEL ONE 0' - 0" 1989 SF APPARATUS BAYS 101 331 SF KITCHEN/DINING 122 459 SF MALE DORM 123 261 SF MALE RESTROOM 128 375 SF SAFEROOM 130 200 SF PUMP ROOM 134 273 SF GENERATOR ROOM 135 65 SF SCBA BOTTLE STORAGE 142 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A305 BUILDING SECTIONS 1 SCHEMATIC DESIGN 08/17/24 1/8" = 1'-0" 1 Section 9 1/8" = 1'-0" 2 Section 10 No. Description Date Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A501 DOOR SCHEDULE DOOR SCHEDULE DOOR MARK DESCRIPTION WIDTH HEIGHT THICKNESS FUNCTION COMMENTS 101A Door-StormDefender-FaceOfWallMount_Cornell: 12' WIDE x 14' HIGH 12' - 0" 17' - 2" Interior 101B Door-StormDefender-FaceOfWallMount_Cornell: 12' WIDE x 14' HIGH 12' - 0" 17' - 2" Interior 101C Door-StormDefender-FaceOfWallMount_Cornell: 14' WIDE x 14' HIGH 2 14' - 0" 17' - 2" Interior 102A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 103A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 104A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 105A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 106A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 107A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 108A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 110A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 111B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 112A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 113A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 114A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 115A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 116A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 118A Door-Passage-Single-Flush: 36" x 84" 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 119A Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 119B Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 121A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 121B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 122A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 123A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 124A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 125A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 126C Single-Flush_Swing: 30" x 80" 2' - 6" 6' - 8" 0' - 1 3/8" Interior 126D Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128C Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 128D Single-Flush_Swing: 24" x 80" 2' - 0" 6' - 8" 0' - 1 3/8" Interior 128E Single-Flush_Swing: 24" x 80" 2' - 0" 6' - 8" 0' - 1 3/8" Interior 129A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 130A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 130B Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 131A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 132A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 132A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 133A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 134A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 135A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 140A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior 142A Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 142B Door-Passage-Double-Flush: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 144A Single-Flush_Swing: 36" x 84" INT 3' - 0" 7' - 0" 0' - 1 3/8" Interior Grand total: 50 No. Description Date Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A502 WINDOW SCHEDULE Window Schedule Type Mark Rough Opening Type Detail Comments Width Height Head Jamb Sill 1 2' - 6" 5' - 0" Double Hung 3 3' - 0" 2' - 0" Window-Awning-Single 5 2' - 6" 5' - 0" Instance-Window-Fixed 6 3' - 0" 5' - 0" Instance-Window-Fixed 13 3' - 0" 6' - 0" Instance-Window-Fixed 16 <varies> <varies> Instance-Window-Fixed No. Description Date ROOM FINISHES LEGEND TILE - NEW PORCELAIN TILE FINISH CONCRETE/EPOXY - CONCRETE FLOOR WITH EPOXY FLOOR FINISH PAINT - PRIMED WITH (2) FINISH COATS OF PAINT CONC - CONCRETE WITH PLASTER FINISH OPEN STRUCTURE - EXPOSED STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) ACT - 2x2 ACOUSTICAL CEILING TILE IN SUSPENDED GRID GYP. BOARD - SUSPENDED GYPSUM WALL BOARD FINISH Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5143 PALM PASSAGE, SECOND FLOOR - SUITES B24-25 ST. THOMAS, USVI 00802 PHONE: 340-777-1600 EMAIL: jarediandesigngroup@gmail.com PRIME ARCHITECT BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com CONSULTING ARCHITECT 2021.007.04 GEORGE C. SCOTT 4/15/2025 JTB JTB FIRE STATION LIMA COMPANY 390 ESTATE ANNAS RETREAT ST. THOMAS, U.S.V.I. A503 ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE CEILING WALL FINISH COMMENTS NORTH EAST SOUTH WEST 101 APPARATUS BAYS CONCRETE/EPOXY NONE OPEN STRUCTURE PAINT PAINT PAINT PAINT 102 LOBBY TILE TILE ACT PAINT PAINT PAINT PAINT 103 RADIO/REPORT TILE TILE ACT PAINT PAINT PAINT PAINT 104 PUBLIC TOILET TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 105 CORRIDOR TILE TILE ACT PAINT PAINT PAINT PAINT 106 SHIFT COMMANDER OFFICE TILE TILE ACT PAINT PAINT PAINT PAINT 107 SUPERVISOR DORM TILE TILE ACT PAINT PAINT PAINT PAINT 108 SUPERVISOR BATH TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 109 GENERAL STORAGE TILE TILE ACT PAINT PAINT PAINT PAINT 110 CORR. TILE TILE ACT PAINT PAINT PAINT PAINT 111 AIR LOCK TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 112 EMS STORAGE CONCRETE/EPOXY NONE ACT PAINT PAINT PAINT PAINT 113 ELECTRICAL CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 114 JANITOR TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 115 MECHANICAL CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 116 FITNESS ROOM CONCRETE/EPOXY NONE ACT PAINT PAINT PAINT PAINT 117 LAUNDRY CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 118 DECON SHOWER CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 119 TURN-OUT GEAR STORAGE CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 120 CORRIDOR TILE TILE ACT PAINT PAINT PAINT PAINT 121 DAY ROOM/LOUNGE TILE TILE ACT PAINT PAINT PAINT PAINT 122 KITCHEN/DINING TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 123 MALE DORM TILE TILE ACT PAINT PAINT PAINT PAINT 124 FEMALE DORM TILE TILE ACT PAINT PAINT PAINT PAINT 125 FEMALE LOCKER TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 126 FEMALE RESTROOM TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 127 MALE LOCKER TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 128 MALE RESTROOM TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 129 STORAGE CLOSET TILE TILE ACT PAINT PAINT PAINT PAINT 130 SAFEROOM TILE TILE ACT PAINT PAINT PAINT PAINT 131 PROVISIONS TILE TILE ACT PAINT PAINT PAINT PAINT 132 STORAGE TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 132 RESTROOM TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT 133 CORR. CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 134 PUMP ROOM CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 135 GENERATOR ROOM CONCRETE/EPOXY NONE CONCRETE CEILING PAINT PAINT PAINT PAINT 142 SCBA BOTTLE STORAGE CONCRETE/EPOXY NONE GYP. BOARD PAINT PAINT PAINT PAINT 144 FITNESS ROOM TOILET TILE TILE GYP. BOARD PAINT PAINT PAINT PAINT Grand total: 38 No. Description Date