03_DPW STJ MAINTENANCE BLDG_90_ PROGRESS SET_2023.7.15-compressed (1)
DPW ST. JOHN MAINENANCE BUILDING HURRICANE REPAIRS FOR: PARCEL NO. 6A ESTATE SUSANNABERG ST. JOHN, U.S. VIRGIN ISLANDS ST. THOMAS ST. JOHN U.S. VIRGIN ISLANDS INDEX OF DRAWINGS SHEET NAME GENERAL G100 COVER SHEET G101 BUILDING CODE SUMMARY G501 ADA COMPLIANCE AND MOUNTING HEIGHTS CIVIL C001 GENERAL NOTES C002 EXISTING CONDITION PLAN C003 SWPPP & DETAILS C004 DEMOLITION PLAN C005 SITE & GEOMETRY PLAN C006 PAVING, GRADING & DRAINAGE PLAN C007 PAVING, GRADING & DRAINAGE DETAILS C008 PAVING, GRADING & DRAINAGE DETAILS C009 PAVING, GRADING & DRAINAGE DETAILS C010 PAVING, GRADING & DRAINAGE DETAILS C011 PAVING, GRADING & DRAINAGE DETAILS C012 TYPICAL SECTIONS C013 GATE & FENCE DETAILS C014 GATE & FENCE DETAILS C014 UTILITY PLAN C015 UTILITY PLAN C016 UTILITY DETAILS C017 UTILITY DETAILS C018 UTILITY DETAILS ARCHITECTURAL A101 LEVEL ONE FLOOR PLAN A101.1 LEVEL ONE REFLECTED CEILING PLAN A102 LEVEL TWO FLOOR PLAN A102.1 LEVEL TWO REFLECTED CEILING PLAN A103 ROOF PLAN A104 GENERATOR ENCLOSURE A201 EAST ELEVATION & SOUTH ELEVATION A202 NORTH ELEVATION & WEST ELEVATION A301 BUILDING SECTIONS A3 …
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DPW ST. JOHN MAINENANCE BUILDING HURRICANE REPAIRS FOR: PARCEL NO. 6A ESTATE SUSANNABERG ST. JOHN, U.S. VIRGIN ISLANDS ST. THOMAS ST. JOHN U.S. VIRGIN ISLANDS INDEX OF DRAWINGS SHEET NAME GENERAL G100 COVER SHEET G101 BUILDING CODE SUMMARY G501 ADA COMPLIANCE AND MOUNTING HEIGHTS CIVIL C001 GENERAL NOTES C002 EXISTING CONDITION PLAN C003 SWPPP & DETAILS C004 DEMOLITION PLAN C005 SITE & GEOMETRY PLAN C006 PAVING, GRADING & DRAINAGE PLAN C007 PAVING, GRADING & DRAINAGE DETAILS C008 PAVING, GRADING & DRAINAGE DETAILS C009 PAVING, GRADING & DRAINAGE DETAILS C010 PAVING, GRADING & DRAINAGE DETAILS C011 PAVING, GRADING & DRAINAGE DETAILS C012 TYPICAL SECTIONS C013 GATE & FENCE DETAILS C014 GATE & FENCE DETAILS C014 UTILITY PLAN C015 UTILITY PLAN C016 UTILITY DETAILS C017 UTILITY DETAILS C018 UTILITY DETAILS ARCHITECTURAL A101 LEVEL ONE FLOOR PLAN A101.1 LEVEL ONE REFLECTED CEILING PLAN A102 LEVEL TWO FLOOR PLAN A102.1 LEVEL TWO REFLECTED CEILING PLAN A103 ROOF PLAN A104 GENERATOR ENCLOSURE A201 EAST ELEVATION & SOUTH ELEVATION A202 NORTH ELEVATION & WEST ELEVATION A301 BUILDING SECTIONS A302 BUILDING SECTIONS A401 ENLARGED FLOOR PLANS A402 INTERIOR ELEVATIONS A403 INTERIOR ELEVATIONS A501 ARCHITECTURAL DETAILS A601 DOOR SCHEDULES A601 WINDOW SCHEDULES A602 ROOM FINISH SCHEDULE STRUCTURAL S001 GENERAL NOTES S002 FOUNDATION / GROUND FLOOR PLAN S003 ROOF FRAMING PLAN S004 MEZZANINE FRAMING PLAN & WALL SECTION S005 WALL SECTIONS S006 STRUCTURAL DETAILS S007 STRUCTURAL DETAILS S008 STRUCTURAL DETAILS MECHANICAL M001 MECHANICAL LEGEND, ABBREV, SCHEDULES, DTLS. M101 LEVEL ONE FLOOR PLAN - MECHANICAL M102 MEZZANINE FLOOR PLAN - MECHANICAL ELECTRICAL E000 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES E001 ELECTRICAL DETAILS E002 ELECTRICAL RISER DIAGRAM E100 ELECTRICAL SITE PLAN E101 FLOOR 01 - ELECTRICAL PLAN E102 FLOOR 02 - ELECTRICAL PLAN E201 FLOOR 01 - LIGHTING PLAN E202 FLOOR 02 - LIGHTING PLAN E301 FLOOR 01 - HVAC CONNECTIONS PLAN E302 FLOOR 02 - HVAC CONNECTIONS PLAN PLUMBING P001 PLUMBING LEGEND, ABBREV, SCHEDULES, DTLS. P002 PLUMBING DETAILS P003 PLUMBING RISER DIAGRAMS P101 LEVEL ONE PLAN - WASTE & VENT PLUMBING P102 LEVEL ONE PLAN - DOMESTIC WATER PLUMBING Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI G100 COVER SHEET 2021.007.02 LOCATION MAP VICINITY MAP N.T.S. N.T.S. N N PROJECT SITE: PARCEL NO. 6A ESTATE SUSANNABERG ST. JOHN, VI PROJECT TEAM: OWNER AGENCY AGENCY PRIME ARCHITECT ARCHITECT OF RECORD Government of the United States Virgin Islands Office of Disaster Recovery Department of Public Works Jaredian Design Group Boschulte Architecture, LLC HONORABLE ALBERT BRYAN, JR. GOVERNOR GOVERNMENT HOUSE, ST. THOMAS 5047 (21-22) KONGENS GADE ST. THOMAS, VI 00802-6487 PHONE: 340-774-0001 FAX: ATT: Albert Bryan, Jr. Governor HONORABLE Adrienne L. Williams-Octalien DIRECTOR VI PUBLIC FINANCE AUTHORITY 1000 KING STREET, SUITE NO. 6 CHRISTIANSTED, VI 00820-4905 PHONE: (340) 778-8135 FAX: ATT: Michael D. Vante EMAIL: mdvante@usvipfa.com HONORABLE DEREK GABRIEL COMMISSIONER DEPARTMENT OF PUBLIC WORKS 8244 SUBBASE ST. THOMAS, VI 00802 PHONE: (340) 776-4844 FAX: (340) 778-8906 ATT: Jermaine McClean EMAIL: jermaine.mcclean@dpw.vi.gov John P. Woods, AIA, NCARB PRINCIPAL 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net Jeffrey Boschulte, AIA PRINCIPAL 41-42 KONGEN GADE ST. THOMAS, VI 00802 PHONE: 340-777-2375 FAX: ATT: Jeffrey T. Boschulte EMAIL: info@boschulte.com SLA PROJECT NUMBER: ODR PROJECT NUMBER: PROJECT SITE: PARCEL NO. 6A ESTATE SUSANNABERG ST. JOHN, VI MYRAH KEATHING HEALTH CLINIC ISSUED FOR PERMITS SET 03/27/2023 No. Description Date ISSUED FOR PERMITS 07/15/2023 1. PROJECT IDENTIFICATION: HURRICANE REPAIRS FOR OFFICE OF LT. GOVERNOR 2. SITE ZONING: B-2 3. OWNER: GOVERNMENT OF THE VIRGIN ISLANDS 4. USER AGENCY: OFFICE OF LT. GOVERNOR 5. ARCHITECT: BOSCHULTE ARCHITECTURE, LLC, PO BOX 303190, ST. THOMAS, U.S.V.I. 00802 6. 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. 7. COORDINATE, SCHEDULE, AND APPROVE PERMANENT AND TEMPORARY UTILITIES, INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 8. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. 9. 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. 10. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. 11. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. 12. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. 13. DIMENSIONS, WHERE SHOWN ON DRAWING, ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY EXISTING SURFACES PRIOR TO ORDERING OF ANY MATERIALS AND PRIOR TO COMMENCING WORK. DO NOT SCALE DRAWINGS. 14. 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. 15. 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 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 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 BJS JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI G101 BUILDING CODE SUMMARY 2021.007.02 1" = 1'-0" General Notes 1" = 1'-0" 2 Abbreviations 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 L C FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 100-160 4-6¼ perimeter (a) (b) 2¼ max 57 2¼ max 57 FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS X X Note: X = tread depth FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 12 min 305 FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE vehicle pull-up space AREA TO BE MARKED curb line full length of 1525 60 min FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE slope slope FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 min 305 12 min 305 FIGURE 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE 38 1½ min FIGURE 505.5 HANDRAIL CLEARANCE 38 1½ min FIGURE 505.4 HANDRAIL HEIGHT 34-38 865-965 (a) stairs (b) ramps 865-965 34-38 (c) walking surfaces 34-38 865-965 FIGURE 504.5 STAIR NOSINGS 13 30° max 38 38 (c) curved nosing (d) beveled nosing (b) angled riser 1½ max 1½ max (a) radius of tread edge (typical for all profiles) radius ½ max FIGURE 703.6 PICTOGRAM FIELD 6 min 150 MEN not in pictogram field FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 18 min 455 18 min 455 centered on tactile characters ADJOINING SURFACE MAXIMUM SLOPE 1 20 CURB RAMP SLOPE 45.00° Scale: Project number Date Drawn by Checked by 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 BJS JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI G103 ADA COMPLIANCE AND MOUNTING HEIGHTS 2021.007.02 1/2" = 1'-0" 1 GENERAL SITE AND BUILDING ELEMENTS 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 L C FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS X 80 2030 FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 10 max 255 1220 48 max 15 min 380 FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH 15 min 380 48 max 1220 FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 (a) (b) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36 min 48 min 24 max 1220 610 915 32 min 815 32 min 815 915 36 min 610 24 max FIGURE 303.3 BEVELED CHANGE IN LEVEL 0' - 4" max X > 27 ≥ 1/4" 1/4" 1/2" 1 2 FRONT APPROACH 1' - 6" min. 5' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE 90.00° HINGE APPROACH 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 1' - 10" CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH APPROACH 2' - 0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 0" min. 2' - 0" min. FRONT APPROACH (WITH CLOSER AND LATCH) 1' - 6" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 5' - 0" min. 1'-0" min. HINGE SIDE APPROACH (WITH CLOSER AND LATCH) 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 2' - 4" min. CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH SIDE APPROACH (WITH CLOSER) 2' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 6" min. 2' - 0" min. T-SHAPED TURNING SPACE base arm arm 5' - 0" min. 3' - 0" min. 2' - 0" min. 1' - 0" min. 3' - 0" min. 1' - 0" min. 5' - 0" min. 2' - 6" CIRCULAR TURNING SPACE TRANSFER SIDE (b) stall type (a) wall hung type FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 33"-36" 2' - 0" min. 1' - 0" min. FINISH FLOOR GRAB BAR 3' - 0" min. ALTERNATE DOOR LOCATION 0' - 4" max. 0' - 4" max. 2' - 8" min. 16" - 18" 5' - 0" 1' - 0" min. 2' - 0" min. 3' - 0" min. 3' - 6" min. 4'-8" min. 3' - 6" min. 1' - 0" max. 17" max. 1' - 1 1/2" min. FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 7" - 9" 15" min. 48" ma. to top of outlet 1' - 1 1/2" 0' - 6" max. 0' - 11" max. 0' - 8" min. 2' - 3" min. 2' - 10" max. 6' - 2" min. 3' - 4" max. to reflective surface MIRROR TOE AND KNEE CLEARANCE 15" - 48" to top of outlet SOAP DISPENSER TOWEL DISPENSER FINISH FLOOR ACCESSORY MOUNTING HEIGHTS LAVATORY ELEVATION TOILET PAPER DISPENSER WALL/ FLOOR MOUNTED TOILET ELEVATIONS URINAL ELEVATIONS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT PLAN Scale: Project number Date Drawn by Checked by 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 BJS JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI G501 ADA COMPLIANCE AND MOUNTING HEIGHTS 2021.007.02 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 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 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. 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. 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-25 0 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). 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 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. 2. 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. 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. 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. 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. 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. 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. 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com 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 A. 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. GENERAL NOTES C001 BOLLARDS PARKING PARKING VITRAN GARAGE DAMAGED DPW MECHANIC SHOP DAMAGED STORAGE BLDG OIL CONTAINMENT AREA GENERATOR BLDG WMA OFFICE TRAILER 2O FT CONTAINER SHED GENERATOR PAD 2O FT CONTAINER CONTAINER CONTAINER CONTAINER DPW WORKSHOP BOLLARDS GATE BOLLARDS 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com EXISTING CONDITION PLAN C002 PARKING VITRAN GARAGE WMA OFFICE TRAILER 2O FT CONTAINER SHED GENERATOR PAD UP 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 22A 19A 02A 01A 25A 05A 23A 07A 20A 24A 08A 09A 13A 14A 04A GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA SILT FENCE 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STORMWATER POLLUTION PREVENTION PLAN & DETAILS C003 PARKING PARKING VITRAN GARAGE DAMAGED DPW MECHANIC SHOP DAMAGED STORAGE BLDG OIL CONTAINMENT AREA GENERATOR BLDG WMA OFFICE TRAILER 2O FT CONTAINER SHED GENERATOR PAD 2O FT CONTAINER CONTAINER CONTAINER CONTAINER DPW WORKSHOP RDS GATE BOLLARDS DEMOLITION PLAN C004 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. 2. COORDINATE THIS PLAN SHEET WITH THE PROPOSED IMPROVEMENTS SHOWN IN THE CIVIL SHEET SET. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS. 3. ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF. 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PARKING PARKING VITRAN GARAGE WMA OFFICE TRAILER 2O FT CONTAINER SHED GENERATOR PAD BOLLARDS UP 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 22A 19A 02A 01A 25A 05A 23A 07A 20A 24A 08A 09A 13A 14A 04A 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com SITE & GEOMETRY PLAN C005 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 SEE DETAIL 1/C013 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com UP 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 22A 19A 02A 01A 25A 05A 23A 07A 20A 24A 08A 09A 13A 14A 04A MAINTENANCE BLDG. ADMIN AREA F.F.E. = 613.50' APPARATUS BAYS F.F.E. = 613.00' 600 610 620 630 602 604 606 608 612 614 616 618 622 624 626 628 632 634 636 590 600 610 620 630 592 594 596 598 602 604 606 608 612 614 616 618 622 624 626 628 632 634 636 638 606.00' 607.00' 608.00' 606.00' 607.00' 606.00' PUMP ROOM & MECH/ELEC. ROOM F.F.E = 614.00' 612.00' 612.00' 612.00' 614.00' 616.00' 634.00' 632.00' 630.00' 628.00' 626.00' 612.00' 612.00' 613.00' 611.00' 610.00' MITERED END PIPE I.E. = 610.00 (S) (SEE DETAIL M/C008) CONST. 74 LF OF 16" HDPE @ 4.08% MITERED END PIPE I.E. = 607.00 (N) (SEE DETAIL M/C008) E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T E E E E E E E E E E E E E E 6.8% 5.0% 4.1% 5.0% 4.1% 1.9% 1.9% 1.3% 1.1% 1.1% 1.8% 1.8% 3.5% 3.5% 3.4% 3.4% 1.1% 1.1% 3.5% 0.0% 1.0% 1.8% 0.6% 1.5% 1.7% 1.3% 2.2% 2.5% 3.5% 3.4% 3.5% 1.0% 1.0% 12.0% 4.2% 3.8% 6.0% 6.6% 5.5% 3.2% 9.5% 6.6% 4.2% 5.5% 8.0% 5.5% 6.4% 3.8% 2:1 2:1 3:1 3:1 3:1 2.5% 2.5% 3:1 3:1 3:1 3:1 4:1 3.8% 3.8% 1.6% 2.3% 612.00' CONST. 35 LF OF 6" HDPE @ 0.25% MITERED END PIPE I.E. = 610.00 (NE) (SEE DETAIL M/C008) AD-5 (10" BASIN) RIM:611.50 I.E. = 610.07 (E) I.E. = 610.07 (SW) (SEE DETAIL GG/C011) AD-3 (10" BASIN) RIM:612.55 I.E. = 610.16 (E) I.E. = 610.16 (W) (SEE DETAIL GG/C011) AD-2 (10" BASIN) RIM:611.70 I.E. = 610.28 (W) (SEE DETAIL GG/C011) CONST. 30 LF OF 6" HDPE @ 0.25% CONST. 48 LF OF 6" HDPE @ 0.25% 613.00' 612.50' 612.50' 1.5% 1.5% 610.00' 611.00' 613.00' 613.00' 605.00' 605.00' 612.00' 612.00' 1.6% 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE PLAN C006 STOP 24" WHITE STOP BAR SEE DETAIL A/C007 SEE STRIPING DETAIL L/C008 SEE RAMP DETAIL G/C007 MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE SEE CONCRETE FLUME DETAIL H/C008 SEE DROP CURB / VALLEY GUTTER DETAIL J/C008 4" WHITE STRIPE (TYP.) NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C004, SITE & GEOMETRY PLAN SHEET C005, & UTILITY PLAN SHEET C015 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 & TELECOM DUCT BANK TO CROSS BELOW SANITARY SEWER LINE WITH MINIMUM 12" CLEAR SEPARATION 5. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT NEW SANITARY SEWER LATERAL NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) SEE NOTE 4 RIGHT-OF-WAY / PROPERTY LINE NEW STORM SEWER SYSTEM 0.21 AC-FT RETENTION POND MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE TOP OF WALL ELEVATION = 613.00' TOP OF WALL ELEVATION = 620.50' TOP OF WALL ELEVATION = 625.50' TOP OF WALL ELEVATION = 625.50' TOP OF WALL ELEVATION = 618.50' TOP OF WALL ELEVATION = 613.00' DROP CURB / VALLEY GUTTER TO FOLLOW AT BACK OF RETAINING WALL. TOP ELEV. OF VALLEY GUTTER SHALL BE 6" BELOW TOP OF WALL. DETAIL J/C008 TOP OF WALL ELEVATION = 617.00' 1:12 RAMP NOT TO SCALE HANDICAP STRIPING A B NOT TO SCALE HANDICAP SIGN C NOT TO SCALE DETECTABLE WARNING G NOT TO SCALE HANDICAP RAMP D NOT TO SCALE CONCRETE SIDEWALK E NOT TO SCALE WHEEL STOP F NOT TO SCALE BOLLARD 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE DETAILS C007 NOT TO SCALE SPECIAL EMPHASIS CROSSWALK MARKING DETAIL L H NOT TO SCALE CONCRETE FLUME M NOT TO SCALE MITERED END SECTION (MES) 3 4" R 3 4" R NOT TO SCALE DROP CURB / VALLEY GUTTER J NOT TO SCALE TYPE D CURB K NOT TO SCALE TYPICAL TRENCH BACKFILL N NOT TO SCALE PAVEMENT RESTORATION 0 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE DETAILS C008 NOT TO SCALE CONCRETE PAVEMENT JOINT PLAN P NOT TO SCALE TYPICAL DOWEL AND TIE BAR BASKET Q NOT TO SCALE TYPE 1 - CONTRACTION JOINT (DOWELED) R NOT TO SCALE TYPE 1 - CONTRACTION JOINT S NOT TO SCALE TYPE 2 - CONTRACTION JOINT (DOWELED) T NOT TO SCALE TYPE 2 - CONTRACTION JOINT U 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE DETAILS C009 NOT TO SCALE TYPE D - DUMMY TRANSVERSE CONTRACTION JOINT V NOT TO SCALE REINFORCING STEEL LAYOUT IN PAVEMENT SURROUNDING INLETS/MANHOLES DETAIL X NOT TO SCALE INLET SAWCUT DETAIL FOR CONSTRUCTION JOINTS Y NOT TO SCALE ASPHALT/CONCRETE PAVEMENT JOINT DETAIL CC NOT TO SCALE EXPANSION/ISOLATION JOINT DETAIL AA NOT TO SCALE REINFORCED CONCRETE PAVEMENT SECTION BB NOT TO SCALE MATERIAL SCHEDULE DD NOT TO SCALE RETAINING WALL DETAIL EE NOT TO SCALE RAILING DETAIL FF 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE DETAILS C010 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DETAIL HH/C011. 3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DETAIL II/C011. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) & PVC SEWER (4" -10"). (1) DUCTILE IRON GRATE CONCRETE WALKWAY OR DECK 4" MIN WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" INCREMENTAL EXTENSION 4" ON BODY SIZES 12" - 24" 6" ON BODY SIZES 30" 12" INCREMENTAL EXTENSION 4" ON BODY SIZES 12" - 24" 6" ON BODY SIZES 30" & 36" 12" INCREMENTAL EXTENSION 3" ON BODY SIZES 8" & 10" FIELD GLUE JOINT FIELD GLUE JOINT FIELD GLUE JOINT 1. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE GUIDELINES OUTLINED IN ASTM D2855. 2. PVC CEMENT USED SHALL MEET THE REQUIREMENTS OF ASTM D2564. 3. PVC PRIMER USED SHALL MEET THE REQUIREMENTS OF ASTM F656. NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 10" AREA DRAIN BASIN GG NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" RISER EXTENSION HH NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" MINIMUM ANGLE BETWEEN ADAPTERS II VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com PAVING, GRADING & DRAINAGE DETAILS C011 12" PRE-MOLDED EXPANSION JOINT 1.3% VARIES (1.3% - 1.9%) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) NEW BUILDING BEYOND NEW BUILDING EXISTING GRADE 2.0 % BIO-SWALE FDOT DROP CURB / VALLEY GUTTER 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) 1.1 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) NEW BUILDING 2.0 % FDOT DROP CURB / VALLEY GUTTER 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) 1.1 % 12" DEEP TRUEGRID PERMEABLE PAVING SYSTEM OR APPROVED EQUAL (TYP.) FILL WITH 58 " OR LESS CLEAN WASHED ANGULAR STONE FILLED FLUSH TO TOP (COMPACT TO 98% MODIFIED PROCTOR) (TYP.) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (6" DEEP) (34 " OR 1" CLEAN WASHED ANGULAR STONE FOR STORMWATER RUNOFF DETENTION, 40% VOID SPACE (COMPACT TO 98% MODIFIED PROCTOR) (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) FILTER FABRIC (TYP.) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) NEW BUILDING FDOT DROP CURB / VALLEY GUTTER 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) 1.1 % 12" DEEP TRUEGRID PERMEABLE PAVING SYSTEM OR APPROVED EQUAL (TYP.) FILL WITH 58 " OR LESS CLEAN WASHED ANGULAR STONE FILLED FLUSH TO TOP (COMPACT TO 98% MODIFIED PROCTOR) (TYP.) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (6" DEEP) (34 " OR 1" CLEAN WASHED ANGULAR STONE FOR STORMWATER RUNOFF DETENTION, 40% VOID SPACE (COMPACT TO 98% MODIFIED PROCTOR) (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) FILTER FABRIC (TYP.) 12" PRE-MOLDED EXPANSION JOINT 12" PRE-MOLDED EXPANSION JOINT GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) NEW BUILDING FDOT DROP CURB / VALLEY GUTTER 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) 12" PRE-MOLDED EXPANSION JOINT EXISTING GRADE TYPICAL SECTION 1 N.T.S. TYPICAL SECTION 2 N.T.S. TYPICAL SECTION 3 N.T.S. TYPICAL SECTION 4 N.T.S. TYPICAL SECTION 5 N.T.S. GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) (TYP.) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) 8" CONCRETE (4000 PSI) REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C. EACH WAY (TYP.) EMBANKMENT RETENTION POND EXISTING GRADE FDOT DROP CURB / VALLEY GUTTER. SEE DETAIL J/C008 3 FT. TALL GALVANIZED STEEL RAILING. SEE DETAIL FF/C010 CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) (TYP.) WHEEL STOP SIDEWALK NEW BUILDING EXISTING GRADE BIO-SWALE EMBANKMENT RETENTION POND EXISTING GRADE WHEEL STOP SIDEWALK VARIES (1.9% - 4.1%) NEW BUILDING EXISTING GRADE BIO-SWALE VARIES (4.1% - 5.0%) WHEEL STOP EMBANKMENT RETENTION POND EXISTING GRADE VARIES (4.1% - 6.8%) BIO-SWALE NEW BUILDING EXISTING GRADE 12" THICK CONCRETE RETAINING WALL. SEE DETAIL EE/C010 BIO-SWALE BIO-SWALE EMBANKMENT RETENTION POND EXISTING GRADE VARIES (4.0% - 6.0%) SIDEWALK 3 FT. TALL GALVANIZED STEEL RAILING. SEE DETAIL FF/C010 3 FT. TALL GALVANIZED STEEL RAILING. SEE DETAIL FF/C010 3 FT. TALL GALVANIZED STEEL RAILING. SEE DETAIL FF/C010 12" THICK CONCRETE RETAINING WALL. SEE DETAIL EE/C010 12" THICK CONCRETE RETAINING WALL. SEE DETAIL EE/C010 12" THICK CONCRETE RETAINING WALL. SEE DETAIL EE/C010 FDOT DROP CURB / VALLEY GUTTER. SEE DETAIL J/C008 FDOT DROP CURB / VALLEY GUTTER. SEE DETAIL J/C008 FDOT DROP CURB / VALLEY GUTTER. SEE DETAIL J/C008 10% 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com TYPICAL SECTIONS C012 B-B C-C NOT TO SCALE GATE - PLAN VIEW 1 NOT TO SCALE DETAIL - ENTRY ROLLING GATE 2 NOT TO SCALE DETAIL - ENTRY ROLLING GATE 3 NOT TO SCALE WROUGHT IRON ENTRY ROLLING GATE - ELEVATION VIEW 4 240 SF CISTERN 17 64 SF PUMP ROOM 22 22A C C B B 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com GATE & FENCE DETAILS C013 NOT TO SCALE CHAIN LINK FENCE - BRACE SECTION 5 NOT TO SCALE CHAIN LINK FENCE - GATE DETAILS AND SPECIFICATIONS 6 NOT TO SCALE TYPICAL FENCE LAYOUT 7 NOT TO SCALE CHAIN LINK FENCE - MEMBER SPECIFICATIONS 8 NOT TO SCALE FENCE POST AND CONCRETE BASE 9 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com GATE & FENCE DETAILS C014 E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T E E E E E E E E E E E E E E UP 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 22A 19A 02A 01A 25A 05A 23A 07A 20A 24A 08A 09A 13A 14A 04A 2O FT CONTAINER SHED INFILTRATOR SYSTEM (TYP.) 480 S.F. (40' X 12') DRAINFIELD 4'x4' DISTRIBUTION BOX 5'-6" x 10' SEPTIC- 2,000 GALLONS MAINTENANCE BLDG. ADMIN AREA F.F.E. = 613.50' APPARATUS BAYS F.F.E. = 613.00' PUMP ROOM & MECH/ELEC. ROOM F.F.E = 614.00' 102 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT REFER TO PLUMBING PLANS FOR CONTINUATION 4"X4" PVC WYE CONNECTOR ELECTRICAL & TELECOM DUCT BANK (REFER TO ELECTRICAL PLANS) (REFER TO TRENCH DETAILS 4/C016 & 13/C018) NEW ELECTRICAL CONCRETE PEDESTAL WITH WEATHER HEAD (REFER TO ELECTRICAL PLANS) REFER TO GENERAL NOTE 9 ELECTRICAL DUCT BANK (REFER TO ELECTRICAL PLANS) (REFER TO TRENCH DETAILS 4/C016 & 9/C018) PROPOSED STORM SEWER PIPING (REFER TO PAVING, GRADING AND DRAINAGE PLAN SHEET) (TYP.) 56 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) NEW OVERHEAD ELECTRICAL SERVICE (REFER TO ELECTRICAL PLANS) NEW GENERATOR ENCLOSURE (REFER TO ARCHITECTURAL & ELECTRICAL PLANS) ELECTRICAL DUCT BANK (REFER TO ELECTRICAL PLANS) (REFER TO TRENCH DETAILS 4/C016 & 14/C018) ELECTRICAL & TELECOM DUCT BANK (REFER TO ELECTRICAL PLANS) (REFER TO TRENCH DETAILS 4/C016 & 13/C018) ELECTRICAL DUCT BANK (REFER TO ELECTRICAL PLANS) (REFER TO TRENCH DETAILS 4/C016 & 14/C018) OLDCASTLE PRECAST (OR APPROVED EQUAL) 1,000 GALLON OIL/WATER SEPARATOR (HS-20 LOAD RATING) 50 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 4"X4" PVC WYE CONNECTOR 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT 4" GRADE PVC CLEANOUT 4"X4" PVC WYE CONNECTOR NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEET C004, SITE & GEOMETRY PLAN SHEET C005, & PAVING, GRADING & DRAINAGE PLAN SHEET C006 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW SANITARY SEWER LATERAL NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED UTILITIES SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE PROPERTY AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF WATER AND SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. 9. ELECTRICAL CONDUIT(S) TO CROSS BELOW SANITARY SEWER LATERAL WITH MINIMUM 12" CLEAR SEPARATION. 10. ELECTRICAL CONDUIT(S) TO CROSS BELOW ANY WATER LINES WITH MINIMUM 12" CLEAR SEPARATION. 11. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 12" CLEAR SEPARATION. SANITARY SEWER SYSTEM: 1. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRAISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 3. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 4. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 5. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE OWNER'S REPRESENTATIVE THROUGHOUT CONSTRUCTION. 6. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 7. LEAKAGE FOR NEW CONSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 8. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN BUILDING CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 9. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 4" & 6" DIAMETER SEWER SERVICE LATERALS 2.0% 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 10. SEWERS SHALL BE LAID WITH UNIFORM SLOPES. 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com UTILITY PLAN C015 EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC 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 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com UTILITY DETAILS C016 w L LD L 4" MIN. L 8" MIN. LD W 4'-0" 8" 8" 8' 4'-0" 8" 8" 2'-8" 6'-0" MIN. 20' 6' MIN 30" (TYP.) 30" (TYP.) LD B 8" MIN. 8" MIN. 4" MIN. B A A NOT TO SCALE SEPTIC TANK DETAILS 6 NOT TO SCALE SECTION A-A 7 NOT TO SCALE DRAIN FIELD SECTION 8 NOT TO SCALE DRAIN FIELD PLAN 9 NOT TO SCALE DISTRIBUTION BOX PLAN 10 NOT TO SCALE SEPTIC TANK PLAN 11 NOT TO SCALE SECTION B-B - THRU SEPTIC TANK 12 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com UTILITY DETAILS C017 3'-8" 12" 3" *8" 6" 6" 5'-8" ** 12" MIN. 6" DETECTABLE MAKER TAPE 6 - 3" ELECTRICAL CONDUITS (AMOUNT & SIZE SHOWN FOR REFERENCE ONLY AND MAY NOT BE EXACT) (REFER TO ELECTRICAL PLANS) TWO 3" TELCOM CONDUITS (REFER TO ELECTRICAL PLANS) GRADE (REFER TO PGD PLAN SHEET FOR PERMANENT SURFACE TREATMENT TO BE PLACE ON TOP OF THIS GRADE) SELECT BACKFILL (SEE DETAIL 4/C016) OR CONCRETE ENCASED AS DETERMINED BY THE ELECTRICAL ENGINEER * VERIFY WITH ELECTRICAL PLANS & SPECIFICATIONS ** INCREASE DEPTH AS NECESSARY AT UTILITY CROSSINGS AND/OR AS REQUIRED AS PER ELECTRICAL PLANS & SPECIFICATIONS (REFER TO ELECTRICAL PLANS) ELECTRICAL / TELECOM UTILITY TRENCH NOTES: 1. ALL INFORMATION ILLUSTRATED ON THESE DETAILS SHALL BE VERIFIED WITH THE ELECTRICAL PLANS & SPECIFICATIONS. 2. ANY DISCREPANCIES BETWEEN THESE DETAILS & THE ELECTRICAL PLANS & SPECIFICATIONS, THE ELECTRICAL PLANS & SPECIFICATIONS SHALL SUPERCEDE. 3"3"3"3" 3" 3" NOT TO SCALE ELECTRICAL / TELECOM UTILITY TRENCH DETAIL 13 3'-8" 12" 3" *8" 6" 6" 5'-8" ** 12" MIN. 6" DETECTABLE MAKER TAPE 3 - 3" ELECTRICAL CONDUITS (AMOUNT & SIZE SHOWN FOR REFERENCE ONLY AND MAY NOT BE EXACT) (REFER TO ELECTRICAL PLANS) TWO 3" TELCOM CONDUITS (REFER TO ELECTRICAL PLANS) SELECT BACKFILL (SEE DETAIL 4/C016) OR CONCRETE ENCASED AS DETERMINED BY THE ELECTRICAL ENGINEER 3"3"3"3" 3" 3" NOT TO SCALE ELECTRICAL / TELECOM UTILITY TRENCH DETAIL 15 1'-9" 12" 3" 6" 3'-9" ** 12" MIN. 6" DETECTABLE MAKER TAPE 2 - 3" ELECTRICAL CONDUITS (AMOUNT & SIZE SHOWN FOR REFERENCE ONLY AND MAY NOT BE EXACT) (REFER TO ELECTRICAL PLANS) GRADE (REFER TO PGD PLAN SHEET FOR PERMANENT SURFACE TREATMENT TO BE PLACE ON TOP OF THIS GRADE) SELECT BACKFILL (SEE DETAIL 4/C016) OR CONCRETE ENCASED AS DETERMINED BY THE ELECTRICAL ENGINEER * VERIFY WITH ELECTRICAL PLANS & SPECIFICATIONS ** INCREASE DEPTH AS NECESSARY AT UTILITY CROSSINGS AND/OR AS REQUIRED AS PER ELECTRICAL PLANS & SPECIFICATIONS (REFER TO ELECTRICAL PLANS) 3"3" NOT TO SCALE ELECTRICAL / TELECOM UTILITY TRENCH DETAIL 14 6" 1'-3" 12" 3" 6" 3'-3" ** 12" MIN. 6" DETECTABLE MAKER TAPE 1 - 3" ELECTRICAL CONDUITS (AMOUNT & SIZE SHOWN FOR REFERENCE ONLY AND MAY NOT BE EXACT) (REFER TO ELECTRICAL PLANS) GRADE (REFER TO PGD PLAN SHEET FOR PERMANENT SURFACE TREATMENT TO BE PLACE ON TOP OF THIS GRADE) SELECT BACKFILL (SEE DETAIL 4/C016) OR CONCRETE ENCASED AS DETERMINED BY THE ELECTRICAL ENGINEER * VERIFY WITH ELECTRICAL PLANS & SPECIFICATIONS ** INCREASE DEPTH AS NECESSARY AT UTILITY CROSSINGS AND/OR AS REQUIRED AS PER ELECTRICAL PLANS & SPECIFICATIONS (REFER TO ELECTRICAL PLANS) NOT TO SCALE ELECTRICAL / TELECOM UTILITY TRENCH DETAIL 16 6" GRADE (REFER TO PGD PLAN SHEET FOR PERMANENT SURFACE TREATMENT TO BE PLACE ON TOP OF THIS GRADE) 3" 3" 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/14/23 CIVIL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com UTILITY DETAILS C018 UP A201 A202 A201 2 A202 1 1 2 65' - 4" 36' - 0" 34' - 0" 10' - 4" 12' - 0" 114 SF LOBBY 01 124 SF OFFICE 02 140 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 42 SF FEMALE RESTROOM 07 632 SF BAY 1 08 553 SF BAY 2 09 553 SF BAY 3 13 529 SF BAY 4 14 12' - 0" 12' - 0" 33' - 4" 98' - 8" 40' - 0" CONCRETE STAIR 18 RISERS UP TO MEZZANINE ROLL-UP GARAGE DOOR TYP. SAND STORAGE 240 SF CISTERN 17 95 SF MECH/ELEC. 19 BREEZEWAY 52 SF JANITOR/SUPPLIES 20 9' - 4" 40' - 0" 7' - 11 7/8" 16' - 0" 16' - 0" 16' - 0" 48' - 0" 15' - 4" 3' - 4" 10' - 0" 6' - 0" 10' - 0" 6' - 0" 10' - 0" 6' - 0" 10' - 0" 3' - 4" 13' - 4" CAPACITY = 18,075 GAL. MIN. CISTERN REQ. = 3,735 S.F.x 4.5 GAL/S.F. = 16,807.5 GALLONS 8' - 0 3/8" 64 SF PUMP ROOM 22 2' - 0" 8' - 0" GROSS AREA (MAIN BUILDING): 3,735 S.F. 29' - 11 5/8" 8' - 8" W1 W1 W1 W1 W1 W1 30"x30" CISTERN ACCESS HATCH ABOVE (3) 4" DIA. PVC CISTERN OVERFLOW PIPES @ 10'-0" A.F.F. 7' - 6" 12' - 8" 18' - 1 1/8" 9' - 6 1/4" 5' - 0" 8" 7' - 0" 4' - 0" 5' - 0" 68 SF SHOWER 23 6' - 5 1/2" 4" 4" 58 SF MALE RESTROOM 24 154 SF CORRIDOR 25 4' - 4" 11' - 2 1/4" 9' - 0 3/4" 6' - 5 1/2" 1' - 4" 6' - 4 3/4" 22A 19A 02A 01A 25A 05A 23A 07A 20A 24A 08A 09A 13A 14A W2 W2 W3 W3 W3 W2 W2 W2 W2 W1 W2 W3 W3 W3 W3 W3 W2 W2 W2 04A 4' - 8" 7' - 4" WC URINAL LAV. LAV. WC ADA ROLL-IN SHOWER UTILITY SINK 2 A301 2 A301 1 A301 1 A301 2 A302 2 A302 1 A302 1 A302 3' - 4" 5' - 0" 5' - 0" 4' - 2" 5' - 0" 3' - 8" 5' - 0" HANDRAIL BOTH SIDES OF STAIR PER IBC REQUIREMENTS SEE MEZZANINE PLAN FOR CLERESTORY WINDOWS ABOVE TRENCH FLOOR DRAIN TYP. LINEAR TRENCH DRAIN 1 1 1 1 1 1 1 1 1 1 8' - 8" 22' - 0" 6' - 0" 1' - 4" 3' - 0" 8' - 4" 1' - 4" 2' - 1 1/2" 3' - 0" 3' - 4" (TO FRAMING) 5' - 0 1/4" W4 W5 W5 W2 W2 SEE MEP DWGS. FOR LAYOUT SEE MEP DWGS. FOR LAYOUT STAIR TREAD KNEE WALL FOLLOWING STAIR SLOPE W3 RETURN HANDRAIL TO WALL BOTH SIDES. CONT. SLOPE FOR 1 TREAD DEPTH AND HORIZ. FOR 12" W3 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A101 LEVEL ONE FLOOR PLAN 2021.007.02 No. Description Date 1/4" = 1'-0" 1 LEVEL ONE 2 MEZZANINE STAIR KNEE WALL N CONCRETE CEILNG FINISH IN PUMP ROOM CONCRETE CEILING FINISH IN CISTERN OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) 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 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A101.1 LEVEL ONE REFLECTED CEILING PLAN 2021.007.02 No. Description Date 1/4" = 1'-0" 1 LEVEL ONE REFLECTED CEILING PLAN N CONCRETE FINISH AT UNDERSIDE OF STAIR AND LANDING A201 A202 A201 2 A202 1 1 2 502 SF MEZZANINE 26 19' - 4" 2 A301 2 A301 1 A301 1 A301 2 A302 2 A302 1 A302 1 A302 WINDOWS PER SCHEDULE GUARDRAIL PER IBC REQUIREMENTS CONCRETE STAIR 18 RISERS DOWN TO LEVEL ONE HANDRAIL BOTH SIDES OF STAIR PER IBC REQUIREMENTS CLERESTORY WINDOWS PER SCHEDULE TYP. W2 W2 W2 W2 W2 W2 W2 ROLL-UP DOORS BELOW - SEE LEVEL ONE PLAN TYP. PRE-FINISHED CORRUGATED METAL PANEL ROOFING ROOF GUTTER PER ROOF PLAN CONC. SLAB CISTERN ROOF 85' - 4" 36' - 0" 15' - 4" 20' - 0" 48' - 0" 34' - 8" 7' - 4" 15' - 0" 5' - 0" 27' - 4" 3' - 0" 15' - 0" 2' - 0" 20' - 0" 8' - 8" 9' - 4" 40' - 0" GARAGE BAYS BELOW GARAGE BAY BELOW 4' - 0" 4' - 0" HANDRAIL EXTENSION PER IBC 26' - 6" 5' - 0" 11' - 0" 5' - 0" 11' - 0" 5' - 0" 11' - 0" 5' - 0" 5' - 10" 27 27 27 27 27 27 27 27 27 27 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A102 MEZZANINE LEVEL FLOOR PLAN 2021.007.02 No. Description Date 1/4" = 1'-0" 1 MEZZANINE LEVEL N OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) OPEN STRUCTURE CEILING WITH DRYFALL PAINT FINISH (BLACK) 84' - 0" 26' - 0" 84' - 0" 8' - 8" 20' - 0" 64' - 0" ROOF TRUSSES TYP. - SEE STRUCTURAL 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 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A102.1 MEZZANINE LEVEL REFLECTED CEILING PLAN 2021.007.02 No. Description Date 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A102.1 MEZZANINE LEVEL REFLECTED CEILING PLAN 2021.007.02 No. Description Date 1/4" = 1'-0" 1 MEZZANINE LEVEL REFLECTED CEILING PLAN N A201 A202 A201 2 A202 1 1 2 2 A301 2 A301 1 A301 1 A301 2 A302 2 A302 1 A302 1 A302 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 3" / 1'-0" 3" / 1'-0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A103 ROOF PLAN 2021.007.02 No. Description Date 1/4" = 1'-0" 1 ROOF PLAN 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 N 2 A104 3 A104 CLEAR 10' - 8" CLEAR 18' - 8" 12' - 0" 20' - 0" 9' - 0" 10' - 4" 1' - 4" 10' - 4" 1/8" / 1'-0" 11' - 8" 7' - 4" Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A104 GENERATOR ENCLOSURE 2021.007.02 1/4" = 1'-0" 1 GENERATOR ENCLOSURE 1/4" = 1'-0" 2 GENERATOR ENCLOSURE SECTION A 1/4" = 1'-0" 3 GENERATOR ENCLOSURE SECTION B No. Description Date N ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" ROOF PARAPET ROLL-UP DOORS PERS SCHEDULE PORTLAND CEMENT PLASTER FINISH TYP. (PAINTED) PRE-FINISHED CORRUGATED METAL PANEL ROOFING TYP. CONC. CISTERN ROOF SIDEWALK ROOF METAL ROOF GUTTER PER ROOF PLAN WINDOWS PER SCHEDULE TYP. PORTLAND CEMENT PLASTER FINISH (PAINTED) WINDOW PER SCHEDULE TYP. ENTRY DOOR PER SCHEDULE CONC. SIDEWALK PER PLAN INTEGRAL ROLL-UP SHUTTERS TYP. BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" ROOF PARAPET PORTLAND CEMENT PLASTER FINISH TYP. (PAINTED) METAL ROOF GUTTER PER ROOF PLAN CONC. SIDEWALK PER PLAN PRE-FINISHED CORRUGATED METAL PANEL ROOFING 3" / 1'-0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A201 EAST ELEVATION & SOUTH ELEVATION 2021.007.02 No. Description Date 1/4" = 1'-0" 1 SOUTH ELEVATION 1/4" = 1'-0" 2 EAST ELEVATION BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" CONCRETE SLAB ROOF CLERESTORY WINDOWS PER SCHEDULE FIN. GRADE MEZZANINE 10' - 0" BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" WINDOWS PER SCHEDULE WINDOWS PER SCHEDULE TYP. ROOF PARAPET PRE-FINISHED CORRUGATED METAL PANEL ROOFING DOOR PER SCHEDULE INTEGRAL ROLL-UP SHUTTERS TYP. 10' - 0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A202 NORTH ELEVATION & WEST ELEVATION 2021.007.02 No. Description Date 1/4" = 1'-0" 1 NORTH ELEVATION 1/4" = 1'-0" 2 WEST ELEVATION 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 MEZZANINE 10' - 0" BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" 3" / 1'-0" 8' - 0" CONC. SLAB CISTERN ROOF CONCRETE SPREAD FOOTING PER STRUCTURAL DWGS. TYP. PRE-FINISHED CORRUGATED METAL PANEL ROOFING OPEN-WEB STEEL JOISTS PER STRUCTURAL DWGS. ROOF GUTTER PER ROOF PLAN WINDOW PER SCHEDULE ACT CEILING PER REFL. CEILING PLAN GUARDRAIL PER IBC REQUIREMENTS CONC. ROOF DECK ROOF PARAPET CLERESTORY WINDOW PER SCHEDULE FIN. GRADE CISTERN CISTERN OVERFLOW HT. 10' - 0" MEZZANINE 10' - 0" BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" 1/4" / 1'-0" OPEN-WEB STEEL JOISTS PER STRUCTURAL DWGS. CONC. ROOF DECK ROOF PARAPET WINDOW PER SCHEDULE 3" / 1'-0" PRE-FINISHED CORRUGATED METAL PANEL ROOFING ROOF GUTTER PER ROOF PLAN SIDEWALK ROOF PER ROOF PLAN DOOR PER SCHEDULE CONC. SIDEWALK CONCRETE SPREAD FOOTING PER STRUCTURAL DWGS. TYP. FIN. GRADE CLERESTORY WINDOW PER SCHEDULE GUTTER PER ROOF PLAN GUARDRAIL PER IBC REQUIREMENTS DOOR PER SCHEDULE ACT CEILING PER REFL. CEILING PLAN 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A301 BUILDING SECTIONS 2021.007.02 No. Description Date 1/4" = 1'-0" 1 BUILDING SECTION 1 1/4" = 1'-0" 2 BUILDING SECTION 2 MEZZANINE 10' - 0" BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" 10' - 0" 21' - 0" OPEN-WEB STEEL JOISTS PER STRUCTURAL DWGS. ROLL-UP DOORS PER DOOR SCHEDULE TYP. CONC. STAIR TO MEZANINE GUARDRAIL PER IBC REQUIREMENTS WINDOW PER SCHEDULE 3" / 1'-0" ACT CEILING PER REFL. CEILING PLAN 8' - 0" DOOR PER SCHEDULE CONCRETE SPREAD FOOTING PER STRUCTURAL DWGS. TYP. CONC. SLAB CISTERN ROOF CISTERN CISTERN OVERFLOW HT. 10' - 0" FIN. GRADE ROOF PARAPET CONC. ROOF DECK PRE-FINISHED CORRUGATED METAL PANEL ROOFING ROOF GUTTER PER ROOF PLAN BTM. OF FTG. -2' - 0" ROOF PLAN 20' - 0" LEVEL ONE 0' - 0" 1/4" / 1'-0" 12' - 0" OPEN-WEB STEEL JOISTS PER STRUCTURAL DWGS. CONC. ROOF DECK ROOF PARAPET ROLL-UP DOORS PER SCHEDULE CLEAR 14' - 0" CONC. FLOOR SLAB CLERESTORY WINDOWS PER WINDOW SCHEDULE FIN. GRADE SWALE PER CIVIL PLAN ROOF GUTTER PER ROOF PLAN CONCRETE SPREAD FOOTING PER STRUCTURAL DWGS. TYP. 10' - 0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A302 BUILDING SECTIONS 2021.007.02 No. Description Date 1/4" = 1'-0" 1 BUILDING SECTION 3 1/4" = 1'-0" 2 BUILDING SECTION 4 A402 1 2 3 4 A402 5 6 7 8 A403 1 2 3 4 A403 5 8 7 6 52 SF JANITOR/SUPPLIES 20 68 SF SHOWER 23 42 SF FEMALE RESTROOM 07 58 SF MALE RESTROOM 24 154 SF CORRIDOR 25 2 A301 2 A301 1 A301 1 A301 140 SF BREAK ROOM 04 A403 12 11 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A401 ENLARGED FLOOR PLANS 2021.007.02 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 1/2" = 1'-0" 1 ENLARGED RESTROOM PLANS 1/2" = 1'-0" 2 ENLARGED BREAK ROOM PLAN 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 LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A402 INTERIOR ELEVATIONS 2021.007.02 No. Description Date 1/2" = 1'-0" 1 MALE RESTROOM 1 1/2" = 1'-0" 2 MALE RESTROOM 2 1/2" = 1'-0" 3 MALE RESTROOM 3 1/2" = 1'-0" 4 MALE RESTROOM 4 1/2" = 1'-0" 5 FEMALE RESTROOM 1 1/2" = 1'-0" 6 FEMALE RESTROOM 2 1/2" = 1'-0" 7 FEMALE RESTROOM 3 1/2" = 1'-0" 8 FEMALE RESTROOM 4 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 LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" LEVEL ONE 0' - 0" 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A403 INTERIOR ELEVATIONS 2021.007.02 No. Description Date 1/2" = 1'-0" 1 JANITOR/SUPPLIES 1 1/2" = 1'-0" 2 JANITOR/SUPPLIES 2 1/2" = 1'-0" 3 JANITOR/SUPPLIES 3 1/2" = 1'-0" 4 JANITOR/SUPPLIES 4 1/2" = 1'-0" 5 SHOWER 1 1/2" = 1'-0" 6 SHOWER 2 1/2" = 1'-0" 7 SHOWER 3 1/2" = 1'-0" 8 SHOWER 4 1/2" = 1'-0" 11 BREAKROOM 1 1/2" = 1'-0" 12 BREAKROOM 2 Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A601 DOOR SCHEDULE 2021.007.02 DOOR SCHEDULE DOOR MARK DESCRIPTION WIDTH HEIGHT THICKNESS FUNCTION COMMENTS 01A Door-Exterior-Double-Two_Lite: 84" x 80" 7' - 0" 6' - 8" 0' - 1 3/4" Exterior 02A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 04A Single-Flush_Swing: 36" x 80" EXT 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 05A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 07A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 08A Door-StormDefender-FaceOfWallMount_Cornell: 10' WIDE x 14' HIGH 10' - 0" 17' - 2" Interior 09A Door-StormDefender-FaceOfWallMount_Cornell: 10' WIDE x 14' HIGH 10' - 0" 17' - 2" Interior 13A Door-StormDefender-FaceOfWallMount_Cornell: 10' WIDE x 14' HIGH 10' - 0" 17' - 2" Interior 14A Door-StormDefender-FaceOfWallMount_Cornell: 10' WIDE x 14' HIGH 10' - 0" 17' - 2" Interior 14B Door-Opening: 72" x 84" 0' - 0" 0' - 0" Interior 14G Door_Overhead-Shutter_OHD_Allura-653-FaceMnt: Compact Bottom Bar 0' - 0" 0' - 0" 0' - 0" Interior 19A Door-Exterior-Double: 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/4" Exterior 20A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 22A Door-Passage-Single-Flush: 36" x 84" 3' - 0" 7' - 0" 0' - 1 3/4" Exterior 23A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 24A Single-Flush_Swing: 36" x 80" INT 3' - 0" 6' - 8" 0' - 1 3/8" Interior 25A Single-Flush_Swing: 36" x 80" EXT 3' - 0" 6' - 8" 0' - 1 3/4" Exterior Grand total: 17 No. Description Date Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A602 WINDOW SCHEDULE 2021.007.02 Window Schedule Type Mark Rough Opening Type Detail Comments Width Height Head Jamb Sill 1 2' - 6" 5' - 0" Double Hung 27 5' - 0" 2' - 6" Window-Awning-Single No. Description Date Scale: Project number Date Drawn by Checked by AS SHOWN REVISIONS PROGRESS SET No. Description Date JAREDIAN DESIGN GROUP 5333 RAADETS GADE, SUITE 14, ST. THOMAS, VI 00802-6900 PHONE: 340-777-1600 FAX: ATT: John P. Woods EMAIL: jaredian@vipowernet.net 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 2021.007.02 DPW MAINTENANCE BUILDING 6/30/2023 JTB JTB PARCEL 6A ESTATE SUSANNABERG ST. JOHN, USVI A603 ROOM FINISH SCHEDULE 2021.007.02 ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE CEILING WALL FINISH COMMENTS NORTH EAST SOUTH WEST 01 LOBBY PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 02 OFFICE PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 04 BREAK ROOM PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 05 CONFERENCE ROOM PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 07 FEMALE RESTROOM PORCELAIN TILE PORCELAIN TILE GYPSUM BOARD, MOLD RESISTANT 08 BAY 1 CONCRETE, SELAED NONE OPEN STRUCTURE 09 BAY 2 CONCRETE, SELAED NONE OPEN STRUCTURE 13 BAY 3 CONCRETE, SELAED NONE OPEN STRUCTURE 14 BAY 4 CONCRETE, SELAED NONE OPEN STRUCTURE 17 CISTERN CONCRETE, SELAED NONE EXPOSED CONCRETE SLAB 19 MECH/ELEC. CONCRETE, SELAED NONE EXPOSED CONCRETE SLAB 20 JANITOR/SUPPLIES PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 22 PUMP ROOM CONCRETE, SELAED NONE EXPOSED CONCRETE SLAB 23 SHOWER PORCELAIN TILE PORCELAIN TILE GYPSUM BOARD, MOLD RESISTANT 24 MALE RESTROOM PORCELAIN TILE PORCELAIN TILE GYPSUM BOARD, MOLD RESISTANT 25 CORRIDOR PORCELAIN TILE PORCELAIN TILE ACOUSTICAL CEILING TILE 26 MEZZANINE PORCELAIN TILE PORCELAIN TILE OPEN STRUCTURE Grand total: 17 No. Description Date a a a a 4 5 5 a a 5 5 4 a 1 2 2 2 2 3 3 3 3 2 2 1 3 3 3 3 2 2 a a a STRUCTURAL NOTES S001 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com C1 UP 1 2 1 2 3 3 5 5 6 6 7 7 A A C C D D C1 TC1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 TC1 TC1 TC1 TC2 TC2 9'-4" 7'-117 8" 34'-0" 48'-8" 16'-0" 36'-0" 4'-0" 1'-43 4" 6'-4" 2'-91 4" 5'-0" 3'-8" 5'-0" 1'-4" 2'-10" 5'-0" 6'-8" 3'-4" 5'-0" 4'-8" 7'-4" 4'-8" 5'-0" 4'-0" 3'-4" 10'-0" 3'-0" 3'-0" 10'-0" 3'-0" 3'-0" 10'-0" 3'-0" 3'-0" 10'-0" 3'-4" 16'-4" 16'-0" 16'-0" 4" 33'-4" 8" 18'-0" 18'-0" 8" 4'-0" 22'-0" 8'-8" 8" 8" 4'-0" 8" 3'-0" 8" 8" 8" 1'-43 8" 3'-4" 3'-4" 8" 29'-115 8" 8" TC2 TC2 7'-117 8" 8" 8'-0" 8" 8" 7'-6" 8" 13'-41 2" 3'-0" 2'-11 2" 1'-4" 6'-0" 1'-4" 3'-0" 8'-4" 8" 12'-8" 8" 8" 8" TC1 TC1 19'-8" TC2 TC1 1 2 2 2 2 2 2 3 1 2 1 2 3 16'-101 2" 3'-0" E-E S-5 A-A S-4 A D-D S-5 D E B-B S-4 B TC2 C1 F1 F1 C1 F1 1'-51 2" 17'-8" TC2 4 4 B B 2 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com FOUNDATION / GROUND FLOOR PLAN S002 1 2 1 2 3 3 5 5 6 6 7 7 A A C C D D 9'-4" 7'-117 8" 48'-8" 16'-0" 36'-0" 4'-0" 14'-0" 20'-0" F F E-E S-5 E A-A S-4 A D-D S-5 D TB2 TB2 TB2 TB4 TB4 TB4 T10 T9 T8 T7 T11 T9 T9 T9 T9 T10 T11 T7 T8 TB4 TB4 TB4 4 4 B B 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com ROOF FRAMING PLAN S003 8" 19'-8" 8" 4'-0" 8" 8" 8" 8" 5'-0" 15'-4" 3'-4" 21'-4" 8'-2" 2'-6" 2'-6" 2'-6" T1 T3 T4 T1 T1 T2 T2 T2 2'-6" T2 C1 C1 C1 C1 TB1 TB1 TB1 TB4 2'-6" 1'-6" T3 T4 T4 T2 1 2 T6 T6 2'-6" 2'-6" 2 6" 2 2 1 A-A S-4 A-A S-4 A 21'-4" TB1 2 1 2 2'-6" 2'-6" 2 1'-6" 8'-11 2" B-B S-4 B G 1 B-B S-4 C-C S-4 A 1 C-C S-4 TB1 4" 1'-0" G 2'-0" 11 2" T2 T3 T1 5 4 4 5 A A B B 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com MEZZANINE FRAMING PLAN & WALL SECTIONS S004 14'-0" 1 E-E S-5 1 1'-0" 1 D-D S-5 1 1 2 2 2'-6" 2'-6" 1 2 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com WALL SECTIONS S005 B B C C D D B-B C-C D-D A A A-A PLAN VIEW ELEVATION VIEW ELEVATION VIEW 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STRUCTURAL DETAILS S006 E E E-E F F F-F ELEVATION VIEW ELEVATION VIEW 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STRUCTURAL DETAILS S007 EQ EQ 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STRUCTURAL DETAILS S008 712"± A A A-A PLAN VIEW 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STRUCTURAL DETAILS S009 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 STJ MAINTENANCE BUILDING FOR V.I. DEPT. OF PUBLIC WORKS 6 SUSANNABERG CRUZ BAY, VI 00830 12/20/2022 DC DC No. Description Date AS SHOWN ARCHITECT: No. Description Date REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS 6 Susannaberg Cruz Bay, VI 00830 phone: (340) 776-6346 website: www.dpw.vi.gov AGENCY: 1 100% PERMIT SET 07/06/23 STRUCTURAL ENGINEER: BUILDTEC, LLC PO Box 8269 Christiansted, VI 00823 7-1 Bonne Esperance Christiansted, VI 00820 phone: (340) 513-6918 e-mail: dcartwright@buildteceng.com STRUCTURAL DETAILS S010 I.D. MINIMUM TOTAL MINIMUM SENSIBLE AIRFLOW EXT. S.P. OUTSIDE MAX VOLTS/ DRIVE MAX. FAN WEIGHT AMBIENT VOLTS/ MIN. WEIGHT TAG CAPACITY (BTUH) CAPACITY (BTUH) (CFM) (IN. W.C.) (1) AIR (CFM) H.P. °F db °F wb PHASE (2) RPM TYPE CAPACITY (3) (LBS) TEMP. (°F) PHASE SEER (4) (LBS) FCU-1 / CU-1 14,100 10,200 550 0.5 70 1/2 75.5 65.4 208/1 D - - - 125 95.0 208/1 1 17.0 125 DAIKIN DV24FEC / DX17VSS18 (5) FCU-2 / CU-2 21,300 15,900 800 0.5 125 1/2 75.7 65.1 208/1 D - - - 125 95.0 208/1 1 17.0 125 DAIKIN DV24FEC / DX17VSS24 (5) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE FAN COIL UNIT ASSEMBLY (WET COIL, CASING, CLEAN GENERAL SPLIT SYSTEM NOTES: FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXT. S.P.). 1. CONTRACTOR SHALL COORDINATE THE REQUIRED SIZING OF ALL REFRIGERANT LINE SETS WITH THE HVAC UNIT MFG. (2) B = BELT DRIVE, D = DIRECT DRIVE. 2. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED CU AND FCU ACCESSORIES TO PROVIDE (3) THIS IS THE MINIMUM OUTPUT CAPACITY (KW FOR ELEC, BTU/H FOR GAS OR HEAT PUMP). A COMPLETE AND OPERATIONAL SYSTEM. (4) RATINGS BASED ON AHRI STANDARDS 210 / 240. 3. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR REFRIGERANT LINE SIZING INCLUDING ANY REFRIGERANT LINE (5) PROVIDE THE FOLLOWING ACCESSORIES FOR THE FAN COIL UNIT: VIBRATION ISOLATORS, CONDENSATE PUMP REQUIREMENTS FOR SLOPING OR TRAPPING TO ENSURE PROPER OIL RETURN AND SYSTEM OPERATION. (LITTLE GIANT MODEL VCMA-15ULT OR APPROVED EQUAL), AND PROGRAMMABLE ELECTRONIC THERMOSTAT. 4. CONTRACTOR SHALL INSTALL LIQUID LINE FILTER DRIERS IN ALL LINE SETS. 5. CONTRACTOR SHALL ARRANGE UNIT LAYOUT TO ENSURE SERVICEABILITY OF COMPRESSOR AND CONDENSER FAN. FAN COIL UNIT DATA SPLIT SYSTEM SCHEDULE BASIS OF DESIGN REMARKS COIL EAT STAGES HEATING SECTION CONDENSING UNIT DATA I.D. CAPACITY S.P. MOTOR MAX. FAN MAX. VOLTS/ WEIGHT TAG (CFM) (IN. W.G.) H.P. RPM NOISE PHASE (LBS). TEF-1 180 0.5 56 W D 987 3.0 SONES 120/1 INLINE CABINET 30 GREENHECK CSP-A250 (1) (2) EF-1 250 0.375 91 W D 1,048 2.0 SONES 120/1 INLINE CABINET 30 GREENHECK CSP-A390 (1) (3) EF-2 300 0.375 94 W D 1,192 2.5 SONES 120/1 INLINE CABINET 30 GREENHECK CSP-A390 (1) (3) EF-3 3,300 0.5 3/4 B 982 60 dBA 120/1 INLINE CENTRIFUGAL 175 GREENHECK BSQ-180 (1) (4) EF-4 800 0.375 467 W D 940 1.5 SONES 120/1 INLINE CABINET 70 GREENHECK CSP-A1050 (1) (4) EF-5 500 0.375 237 W D 1,026 1.4 SONES 120/1 INLINE CABINET 40 GREENHECK CSP-A710 (1) (3) (1) FAN SHALL BE SUSPENDED FROM STRUCTURE. INCLUDE GRAVITY BACKDRAFT DAMPER AND SPRING TYPE VIBRATION ISOLATORS. (2) FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. INTERLOCK TO TIMER AS NEEDED. (3) FAN SHALL BE CONTROLLED BY A LINE VOLTAGE THERMOSTAT MOUNTED NEXT TO LIGHT SWITCH NEAR DOOR. (4) FAN SHALL BE CONTROLLED BY A WALL SWITCH. FAN SCHEDULE BASIS OF DESIGN REMARKS TYPE OF FAN DRIVE 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E000 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E001 ELECTRICAL DETAILS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E002 ELECTRICAL RISER DIAGRAM NEW DPW MAINTENANCE BLDG. WMA OFFICE TRAILER NEW MOTRORIZED ROLLING VITRAN ACCESS GATE 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E100 ELECTRICAL SITE PLAN 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E101 FLOOR 01 - ELECTRICAL PLAN 503 SF MEZZANINE 26 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E102 FLOOR 02 - ELECTRICAL PLAN 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E201 FLOOR 01 - LIGHTING PLAN 503 SF MEZZANINE 26 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E202 FLOOR 02 - LIGHTING PLAN 117 SF LOBBY 01 124 SF OFFICE 02 144 SF BREAK ROOM 04 229 SF CONFERENCE ROOM 05 46 SF FEMALE RESTROOM 07 635 SF BAY 1 08 555 SF BAY 2 09 555 SF BAY 3 13 532 SF BAY 4 14 240 SF CISTERN 17 95 SF MECH/ELEC. 19 52 SF JANITOR/SUPPLIES 20 64 SF PUMP ROOM 22 74 SF SHOWER 23 63 SF MALE RESTROOM 24 156 SF CORRIDOR 25 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E301 FLOOR 01 - HVAC CONNECTIONS PLAN 503 SF MEZZANINE 26 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 Fax (770) 810-8808 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. No. Drawing Issue Description Date ISSUED FOR CONSTRUCTION 1 Issued for Permit 06/30/23 2022-1512 06/30/23 J. CLARK L. ORTIZ S. BREWER AS NOTED ESTATE SUSANNABERG ST. JOHN, U.S VIRGIN ISLANDS PARCEL NO. 6A DPW MAINTENANCE BUILDING E302 FLOOR 02 - HVAC CONNECTIONS PLAN I.D. TYPE OF TANK CAPACITY RECOVERY @ POWER VOLTS/ TAG WATER HEATER (GALLONS) 100°F (GPH) INPUT (KW) PHASE WH-1 ELEC TANK 52 16 4.0 208/3 A.O. SMITH DEN (1) (1) PROVIDE EXPANSION TANK ON CW INLET; WATTS SERIES PLT OR EQUAL SIZED PER MANUFACTURER'S RECOMMENDATIONS. ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN REMARKS I.D. TYPE OF FLOW HEAD MAX. MAX. MOTOR VOLTS/ MINIMUM TAG PUMP (GPM) (FT.) NPSHR (FT.) RPM H.P. PHASE EFFICIENCY (%) BP-1 WATER WELL PUMP 10 70 - - 1 208/1 - GRUNDFOS JP PS 16 07 177 (1) HWRP-1 WATER RECIRC. 5 20 - - 1/12 120/1 - B&G SERIES PL (2) (1) SELF-PRIMING, BASE-MOUNTED WELL PUMP WITH INTEGRAL PRESSURE SWITCH. PROVIDE WITH BLADDER TYPE PRESSURE TANK. (2) PROVIDE WITH STARTER, DISCONNECT, TIMER AND AQUASTAT. PUMP SCHEDULE BASIS OF DESIGN REMARKS FLUID TAG FIXTURE CW HW SAN/ WASTE VENT REMARKS P-1 WATER CLOSET, FLOOR-MOUNT 1/2" - 4" 2" P-2 LAVATORY, WALL-MOUNT 1/2" 1/2" 2" 2" P-3 URINAL, WALL-MOUNT 3/4" -- 2" 2" P-4 JANITOR'S SINK 1/2" 1/2" 3" 2" P-5 SHOWER 1/2" 1/2" 2" 2" P-6 BREAK SINK 1/2" 1/2" 2" 2" FD FLOOR DRAIN 1/2" TP -- 3" U.O.N. 2" PLUMBING FIXTURE SCHEDULE BASIS OF DESIGN: Kohler Kingston Comfort Height K-25077-SS. Fixture shall be vitreous china, elongated bowl, 1.28 gpf, floor- mounted, tank-type water closet. Fixture shall be two-piece, have Class Five flushing system, and shall include chrome trip level, open- front contoured toilet seat Kohler Stronghold K-4731-SA or approved equal, chrome-plate supply stops and level, tank attachment kit, tank cover, flush valve unit, anti-siphon float valve, bolt cap covers, etc. as needed for a full and complete system. BASIS OF DESIGN: Kohler Soho K-2084. Fixture shall be white vitreous china, wall-mount lavatory with concealed carrier and anchoring screws; single hole punch, and 1 1/4" drain. Faucet shall be Symmons S6350B Dia ActivSense battery powered, sensor faucet with 0.5 gpm aerator. Provide with chrome plated tailpieces, chrome grid drain, P-trap, loose key supply stops and all other trim. Fixture shall be installed to meet all ADA requirements. Provide and install point of use mixing valve rated in accordance with ASSE 1070 on the hot water connection. BASIS OF DESIGN: Stern-Williams Serviceptor Model SB-900. Fixture shall be a Terrazzo floor service sink, 24" x 24" x 12" high, complete with one-piece stainless steel cap all-around top edge, cast brass 3" caulked drain with stainless steel strainer. Faucet set shall be Stern-Williams T-10-VB sink fitting complete with wall brace, hose end, vacuum breaker and chrome finish. Provide and install 24” tall stainless steel splash guards on all adjacent walls. BASIS OF DESIGN: Shower compartment shall be as specified by Architect. Shower faucet shall be Kohler Purist K-TS14423-4-CP valve trim with lever handle and K-P8304-KS-NA Rite-Temp pressure balanced valve body. Shower headset shall be Kohler Purist K- 22178-G handshower kit with slide bar, hose and 1.75 gpm handshower. Coordinate all accessories for a full and complete ADA installation. BASIS OF DESIGN: Elkay Model LR2521. Break sinks shall be single compartment, 18 gauge stainless steel with sound-deadening, 25" x 21-1/4" outside dimensions, 21" x 15-3/4" inside dimensions with an 8" depth. Faucet punching shall be 3 hole and shall be complete with Kohler Model K-15173, single handle faucet with 10" swing spout, and hand spray. Provide stainless steel removable crumb cup strainers and drains complete with service stops, tailpieces, P-trap and all trim. BASIS OF DESIGN: Kohler Dexter, Model K-5452-ET. Fixture shall be white vitreous china, wall-mount, siphon jet urinal with 3/4" top spud and 0.125 gpf. Flush valve shall be manual operated Kohler K-13520-CP 0.125 gpf or approved equal.