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ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 PROJECT TEAM: Owner Government of the United States Virgin Islands The Hon. Albert Bryan Jr. GOVERNOR The Hon.Tregenza A. Roach, Esq LIEUTENANT GOVERNOR Government House St. Thomas 5047 (21-22) Kongens Gade St. Thomas, VI 00802-6487 PHONE: (340) 774-0001 Agency Office of Disaster Recovery VITEMA Agency User Agency Department of Sports, Parks & Recreation The Hon. Adrienne L. Williams-Octalien DIRECTOR Primary Contact: Lila Rojas PROGRAM ASSISTANT V.I Public Finance Authority 50 33 Kongens Gade, Government Hill St Thomas, VI 00802 PHONE: (340) 202-1221 EMAIL: lrojas@usvipfa.com Primary Contact: Roy Canton Disaster Recovery Specialist Department of Sports, Parks, Recreation, 8201 Subbase, Suite 206, St. Thomas USVI 00802 Email: rcanton@usvipfa.com Phone: (404) 829-9856 Daryl DeFrance Jaschen DIRECTOR Primary Contact: Julysah Willock ACCOUNT SPECIALIST VITEMA Head Office 8221 Estate Kisky ST Thomas, VI 00803 PHONE: (340) 774-2244 EMAIL: julysah.willock@vitema.vi.gov GVI DEPARTMENT OF SPORTS, PARKS RECREATION VIRGIN ISLANDS OFFICE OF DISASTER RECOVERY FEMA PA-02-VI-4340-PW-01014 EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK PARCEL 22 NADIR, REDHOOK QTR., ST.THOMAS US VIRGIN ISLANDS Submissions: A: Construction Documents Phase: 100% B: Bid Phase: 0% C: Construction Phase: 0% Schedule of Values: SITE LOCATION SITE LOCATION HASSEL Frenchman's WATER ISLAND ISLAND Bay Stalley Bay Long Point Redhook Point Redhook Botany Bay Fortuna Bay Stumpy Bay Brewer's Bay Bay Preserverance Lindberg Bay Santa Bay Maria Hull Bay BRASS INNER Habor Magen's Bay Luvenlund Bay OUTER BRASS HANS LOLLIK ISLAND THATCH Tutu Bay CAY Coki Point ST THOMAS 100% CONSTRUCTION DOCUMENTS PROPERTY IDENTIFICATION AERIAL Property ID# 107604034500 22 Nadir, Redhook Qtr. FLOOD ZONE AERIAL ZONE A Map# 7800000025G SITE LOCATION AERIAL Island Location Map: OF COVER SHEET JAL G-100 1 21 ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 Column Gridline Revision Tag Wall Type Tag Elevation Marker Ceiling Height Tag Section Marker Interior Elevation Marker 4 A-301 Detail Marker Window Tag Door Tag Shutter Tag S-1 Q-1 Equipment Tag A G cont'd: GND: Ground GOVT: Government GPH: Gallons Per Hour GPM: Gallons Per Minute GR: Grade GRTG: Grating GT: Grout GVL: Gravel GYP: Gypsum GYP BD: Gypsum Board H: HB: Hose Bib HC: Hollow Core, Handicapped (Accessible) HDW: Hardware HM: Hollow Metal HNCG: Hollow Neoprene Compression Gasket HORIZ: Horizontal HP: High Point, Horse Power HR: Hour HVAC: Heating, Ventilating & Air Conditioning HW: Hot Water HWH: Hot Water Heater HWS: Hot Water Supply I: IN: Inch INFO: Information INSUL: Insulation INT: Interior, Internal J: JAN: Janitor JB: Junction Box JC: Janitor's Closet JST: Joist JT: Joint K: KIT: Kitchen KP: Kickplate KW: Kilowatt KWH: Kilowatt Hour L: LAV: Lavatory LB: Pound (weight), Lag Bolt LF: Linear Feet LNDG: Landing LNTL: Lintel LP: Low Point LTG: Lighting LVR: Louver M: MAINT: Maintenance MARB: Marble MATL: Material MAX: Maximum MECH: Mechanical MEMB: Membrane MET: Metal MEZZ: Mezzanine MFR: Manufacture, Manufacturer MH: Manhole MIN: Minimum MIR: Mirror MISC: Miscellaneous ML&P: Metal Lath & Plaster MLDG: Molding MO: Masonry Opening MOV: Movable MTD: Mounted MULL: Mullion MWK: Millwork N: N: North NEC: National Electrical Code NIC: Not In Contract NO: Number, Normally Open NOM: Nominal NRC: Noise Reduction Coefficient NTS: Not To Scale O: OA: Outside Air, Overall OC: On Center OFF: Office OH: Overhead OPNG: Opening OPP: Opposite P: PA: Public Address PARTN: Partition PB: Pull Box, Push Button, Panic Bar PCF: Pounds per Cubic Foot PL: Plate, Plan, Property Line, Plastic Laminate, Plastic PLBG: Plumbing PLYWD: Plywood PNT: Paint POT W: Potable Water PREFAB: Prefabricated PSF: Pounds per Square Foot PSI: Pounds per Square Inch PT: Pressure Treated PTD/R: Combination Paper Towel Dispenser/ Receptacle PTR: Paper Towel Receptacle PVC: Polyvinyl Chloride Q: QTR: Quarter QTY: Quantity R: R: Riser R & S: Rod and Shelf RA: Return Air, Registered Architect RAD: Radius RB: Rubber, Rubber Base, Resilient Base RCP: Reflected Ceiling Plan, Reinforced Concrete Pipe RD: Roof Drain, Round, Receptacle Distribution Panel REBAR: Reinforcing Bar RECP: Receptacle REF: Refrigerator REINF: Reinforcement, or Reinforce REM: Remove, Removable REQD: Required RET: Return, Retaining REV: Reverse, Revise, Revision RF: Roof RFG: Roofing RM: Room RMV: Remove RO: Rough Opening ROW: Right of Way RWL: Rain Water Leader S: S: South, Sealant, Supply, Sink SAN: Sanitary SB: Splash Block SCHED: Schedule SCR: Screen SCUP: Scupper SCWD: Solid Core Wood SD: Soap Dispenser SECT: Section SF: Square Feet SFGL: Safety Glass SHWR: Shower SIM: Similar SJS: Silicone Joint Sealant SK: Sink SKL: Skylight SNT: Sealant S.O.G.: Slab on Grade SP: Soil Pipe, Standpipe, Soundproof, Single Pole SPEC: Specification, Specifications SPLR: Sprinkler SPM: Sprinkler Main SQ: Square SS: Stainless steel, Set Screw, Soil Stack, Service Sink SSK: Service Sink STA: Station STC: Sound Transmission Class STD: Standard STL: Steel STOR: Storage STRUCT: Structural ST W: Storm Water STWY: Stairway SUB FL: Sub Floor SUSP: Suspended, Suspend SY: Square Yards T: T&B: Top and Bottom T&G: Tongue & Groove TB: Towel Bar TC: Top of Curb TD: Trench Drain TEL: Telephone TEMP: Temporary, Tempered, Temperature TERR: Terrazzo TLT: Toilet T.O.S.: Top of Slab T.O.W.: Top of Wall TP: Top of Pavement TPD: Toilet Paper Dispenser TPH: Toilet Paper Holder TPTN: Toilet Partition TR: Tread, Transom TRANS: Transformer, Translucent TRAV: Travertine TRD: Tread TST: Top of Steel TV: Television TYP: Typical U: UL: Underwriters Laboratories UNEX: Unexcavated UNFIN: Unfinished U.N.O: Unless Noted Otherwise UR: Urinal USG: United States Gauge, United States Gypsum Company USS: United States Standard USVI: United States Virgin Islands V: VB: Vapor Barrier, Vinyl Base VCT: Vinyl Composition Tile VERT: Vertical VEST: Vestibule VIF: Verify In the Field VP: Vent Pipe W: W: West, Washer W/: With W/O: Without WAINS: Wainscot WB: Wood Base WC: Watercloset WH: Water Heater, Wall Hung, Wall Hydrant W.I.C.: Walk-in-closet WIN: Window WP: Waterproof, Weatherproof WWF: Welded Wire Fabric Y: YD: Yard YR: Year GENERAL NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT ARCHITECT FOR CLARIFICATION. ABBREVIATIONS A: ABV: Above AC: Air Conditioning, Alternating Current, Acoustical ACT: Acoustical Tile; Actual ADA: Americans with Disabilities Act of 1992 ADAAG: Americans with Disabilities Act Architectural Guidelines AFF: Above Finished Floor AIA: American Institute of Architects ALUM: Aluminum AVG: Average B: BM BLKG: Benchmark Blocking E: EA: Each EJ: Expansion Joint EL: Elevation ELEC: Electrical ELEV: Elevator, Elevation EM: Emergency ENCL: Enclosure ENGR: Engineer ENTR: Entrance EP: Electrical Panel EQ: Equal EQUIP: Equipment EW: Each Way EWH: Electric Water Heater EX: Exit EXCAV: Excavate EXH: Exhaust EXH AIR: Exhaust Air EXTG: Existing EXP: Exposed Construction EXPP: Existing Patched and Painted EXT: Exterior, Extended F: F TO F: Face to Face FA: Fire Alarm, Fresh Air FABR: Fabricate FACP: Fire Alarm Control Panel FAR: Floor Area Ratio FAST: Fastener, Fasten FB: Flat Bar, Face Brick, Floor Box FC: File Cabinet, Foot Candle, Fault Current FD: Floor Drain FDTN: Foundation FEC: Fire Extinguisher Cabinet FF: Finished Floor, Factory Finish FF&E: Fixtures, Furnishings & Equipment FFL: Finished Floor Level FIN: Finish, Finished FLR: Floor FLUOR: Fluorescent FO: Finished Opening FOC: Face of Concrete FOF: Face of Finish FS: Floor Sink FT: Foot, Feet, Fully Tempered FTG: Footing, Fitting D: D: Dryer DEMO: Demolition, Demolish DET: Detail DF: Drinking Fountain DIA: Diameter DIM: Dimension DIV: Division DN: Down DRBD: Drainboard DS: Downspout, Disconnect Switch, Door Switch DTL: Detail DWG: Drawing DWGS: Drawings DS: Downspout GC: General Contractor GFCI: Ground Fault Circuit Interrupted GFI: Ground Fault lnterupted GL: Glass GL BLK: Glass Block G: GA: Gauge, Gage GAL: Gallon GALV: Galvanized C: C TO C: Center to Center CF: Cubic Feet CK: Caulking CL: Centerline, Clearance, Closing, Closure, Class, Closet CLG: Ceiling CLR OPG: Clear Opening CMU: Concrete Masonry Unit COL: Column CONC: Concrete CONT: Continuous, Continue, Control CPT: Carpet CT: Ceramic Tile, Cork Tile CY: Cubic Yards CJ: Control Joint LS: Lump Sum U/P: Unit Price PNTS: Points Outdoor Equipment and Fixtures Inoperable Condenser Unit (PLAN) Operable Condenser Unit (PLAN) (EX) Existing, (N) New Inoperable Mini-Split Condenser New/ Operable Mini-Split Condenser (EX) Existing, (N) New Existing Light New Light to replace damaged or missing lights Security Camera (EX) Existing, (N) New SC EX N Openings, Wall, & Equipment Tags APPLICABLE CODES: International Building Code (IBC) - 2024 International Mechanical Code (IMC) - 2024 International Energy Conservation Code (IECC) – 2024 NFPA 101 Life Safety – 2024 NFPA 70 – 2024 Edition National Electric Code (NEC) – 2023 Uniform Plumbing Code (UPC) - 2024 ADA Standards for Accessible Design - 2010 CONSTRUCTION GUIDELINES: VI ZONING, BUILDING AND HOUSING LAWS WAPA REQUIREMENTS EX N EX N Elevation Mark X FLOOR/ LEVEL ±00.0' X FLOOR/ LEVEL ±00.0' 1 North Arrows A C EX N Inoperable 'Thru' Wall or Window AC Operable 'Thru' Wall or Window AC (EX) Existing, (N) New Inoperable Condenser Unit (Elevation) (EX) Existing, (N) New EX N THE INFORMATION CONTAINED IN THESE DRAWINGS IN COMBINATION WITH THE RECOMMENDED STRUCTURAL REVISIONS SHOWN IN THE WIND ASSESSMENT REPORT (REV 5 - ISSUED ON SEPTEMBER 23, 2024) REGARDING THE PROJECT ADDITIONS ARE DESIGNED TO WITHSTAND 190 MPH DESIGN WIND SPEEDS FOR A RISK CATEGORY IV BUILDING NEW WINDOWS SHALL BE CAPABLE OF RESISTING LARGE MISSILE IMPACTS (MISSILE D) IN ACCORDANCE WITH ASTM E1886. (GECG HAS NOT FOUND ANY WITH AN ENGINEER TEST REPORT INDICATING MISSILE E RESISTANCE CAPABILITY). ROLL DOWN SHUTTERS ( IF USED) SHALL BE CAPABLE OF RESISTING MISSILE E IMPACTS PER MANUFACTURER TESTING REPORTS. THE DRAWINGS SHALL MEET ALL APPLICABLE CODES. IT IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR TO ADHERE TO THE INFORMATION PROVIDED IN THESE DRAWINGS AND TO FOLLOW ALL APPLICABLE CODES. SHOULD THE GENERAL CONTRACTOR DISCOVER A CONFLICT BETWEEN THE INFORMATION PROVIDED IN THESE DRAWINGS AND THE APPLICABLE CODES, THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY PRIOR TO CONTINUING WITH CONSTRUCTION ACTIVITY REGARDING THIS DISCREPANCY. GRANT ENGINEERING & CONSTRUCTION GROUP HAS IDENTIFIED VARIOUS PRODUCTS IN THIS DRAWING SET WHICH ARE PRE-APPROVED FOR USE IN THE PROJECT. THE GENERAL CONTRACTOR MAY SUBMIT ALTERNATE PRODUCTS DEEMED EQUIVALENT FOR GECG REVIEW AND POSSIBLE APPROVAL. SHEET INDEX SHEET # SHEET NAME GENERAL 1 G-100 COVER SHEET 2 G-101 DRAWING INDEX, CODES, ABBREVIATIONS & NOTES 3 G-102 ACCESSIBLE DETAILS & GENERAL SITE DETAILS 4 G-103 ADA DESIGN GUIDELINES CIVIL 5 C-101 CERTIFIED SURVEY 6 C-101 EXISTING CONDITIONS & DEMOLITION SITE PLAN 7 C-102 PROPOSED SITE PLAN 8 C-103 GRADING, DRAINAGE & UTILITY PLAN 9 C-104 EROSION & SEDIMENT CONTROL PLAN ARCHITECTURAL 10 A-100 PROJECT AREA - PARTIAL SITE PLAN 11 A-101 PROPOSED FLOOR PLAN & SCHEDULES 12 A-201 EXTERIOR ELEVATIONS 13 A-301 BUILDING SECTIONS 14 A-401 ENLARGED KEY PLANS 15 A-402 INTERIOR ELEVATIONS, RESTROOMS 16 A-403 INTERIOR ELEVATIONS, CONCESSION 17 A-601 FIXTURES, APPLIANCES AND FINISH SCHDEULES STRUCTURAL 18 S-101 FOUNDATION PLAN & ROOF FRAMING PLAN 19 S-501 DETAILS - SHEET 1 ELECTRICAL & PLUMBING 20 E-101 ELECTRICAL PLAN, NOTES & PANEL SCHEDULE 21 P-101 PLUMBING PLAN, NOTES & SCHEMATICS W-1 Inoperable Condenser Unit (Elevation) Operable Condenser Unit (Elevation)- (EX) Existing, (N) New instanceID IFC_UUID SHEET INDEX SCALE: N/A 1 3 S-501 A-201 3 A-401 W S E N D-102 W-01 0'-0" BUILDING DESIGN INFORMATION SCALE: N/A 4 PROJECT DATA SCALE: N/A 2 GENERAL NOTES SCALE: N/A 5 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. THESE PLANS HAVE BEEN PREPARED FOR THE PURPOSE OF CONSTRUCTION PERMIT APPROVAL. THE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL FINAL APPROVALS HAVE BEEN OBTAINED, AND ALL CONDITIONS OF THE APPROVALS HAVE BEEN SATISFIED. KEEP ACCESS EASEMENTS, DRIVEWAYS, AND ENTRANCES SERVING PREMISES AND ADJACENT ROPERTIES CLEAR AND AVAILABLE TO OWNER AND EMERGENCY VEHICLES AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. COORDINATE, SCHEDULE, AND APPROVE PERMANENT AND TEMPORARY UTILITIES, INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. 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. 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. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN PRIOR TO BIDDING, ORDERING, SIZING, AND CUTTING OF ALL PROJECT MATERIALS, TO INCLUDE BUT NOT LIMITED TO: DOORS, WINDOWS, LOUVER VENTS, SHUTTERS, LIGHTS, CAMERAS AND AC EQUIPMENT. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AND/OR ARCHITECT IMMEDIATELY IN WRITING IF CONDITIONS ENCOUNTERED IN FIELD ARE DIFFERENT FROM CONDITIONS INDICATED ON DRAWINGS. ALL CONSTRUCTION SHALL COMPLY WITH HUD'S CPD GREEN BUILDING RETROFIT CHECKLIST. FOR SURVEY VERIFICATION, SEE PUBLIC WORKS DEPARTMENT FILE. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL CODES LISTED IN "CODE INFORMATION" ALL WORK RELATING TO THIS CONSTRUCTION SHALL COMPLY WITH U.S. DEPARTMENT OF LABOR, THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS AND ALL RELATED LOCAL BUILDING CODES AND ORDINANCES. DO NOT SCALE THESE DOCUMENTS. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS, DETAILS AND NOTES FOR INFORMATION REGARDING THE SCOPE OF THE WORK INTENDED PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL COORDINATE ALL BUILDING MANAGEMENT SYSTEMS, SECURITY SYSTEMS, AND LOCKING HARDWARE WITH THE OWNER PRIOR TO INSTALLATION. SECURITY SYSTEM EQUIPMENT FURNISHED BY OWNER. ALL CONDUIT AND BOXES BY ELECTRICAL SUBCONTRACTOR. CONCTRACTOR MAY SUBMIT SUBSTITUTIONS FOR PRODUCTS SPECIFIED FOR APPROVAL. ABBREVIATIONS SCALE: N/A 6 LEGEND OF SYMBOLS SCALE: N/A 7 DESIGN CODES SCALE: N/A 3 ANNOTATION LEGEND SCALE: N/A 8 OF DRAWING INDEX CODES, ABBREVIATIONS AND NOTES JAL G-101 2 21 9'-0" 2'-6" 5'-0" 9'-0" 4" WIDE PAINT STRIPING PAINTED BLUE OR EQUAL TO COLOR #15090 IN FED. STD 595A CONCRETE WHEEL STOP 18'-0" 4" WIDE PAINT STRIPING PAINTED BLUE OR EQUAL TO COLOR #15090 IN FED. STD 595A AISLE 6'-0" STANDARD PARKING SPACE: 4" WIDE PAINT STRIPING PAINTED HIGHWAY WHITE ADA AND TYPICAL PARKING SPACE SCALE: 1/4" = 1'-0" 1 ACCESSIBLE SPACE STANDARD SPACE CONCRETE CURB PER PLAN CURB CUT AT AISLE (48" MIN.) 4.5" 3'-0" R=7.75" 4" DIA. 3'-0" 10" 13.33" 2.25" 3.75" 5.50" 3" WIDE SYMBOL STRIPING - 2 COATS WHITE (TYPICAL) INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED ACCESSIBLE SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) 1.33" DISABLED PARKING SYMBOL SCALE: 1 1/2" = 1'-0" 2 1'-6" CONCRETE FOOTING 2 1/2" SQUARE STEEL TUBE UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHED PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WHICH ARE FOUND PARKING IN SPACES DESIGNATED FOR THE DISABLED MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ________ OR BY TELEPHONING ____________ THIS SIGN SHALL READ: THIS DETAIL IS TO SHOW MINIMUM DIMENSIONS AND REQUIRED TEXT SEE PLAN FOR ACTUAL LOCATIONS * NOTE: CONTRACTOR TO OBTAIN AND INCLUDE ALL SIGN INFORMATION ON THE SIGN PRIOR TO FABRICATION AND INSTALLATION AS A PERMANENT PART OF THE SIGN RECLAMATION SITE AND TELEPHONE NUMBER TO BE DETERMINED BY OWNER SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO THE OFF STREET PARKING FACILITY SIGN SHALL COMPLY WITH CALIFORNIA ADMINISTRATIVE CODE TITLE 24 PART 2 SECTION 7102 1" MIN LETTERS 80" Min. for Free Standing 36" Min. for Wall Mounted DISABLED PARKING SIGN SCALE: 1/2" = 1'-0" 3 SIDEWALK 1:12 Max. SIDEWALK 1/2" BITUMINOUS FIBER EXPANSION JOINT BOARD TYP. 4" CONC. SLAB w/#4 @ 18"o.c. EA. WAY 4" CLEAN SAND 12" MIN. BORDER GROOVES @ 3/4"o.c., SEE DETAIL B APPROX. 3/4" EXCEPT APPROX. 1 1/2" ON SLOPING PORTION OF RAMP. DETAIL B 12" MIN. BORDER GROOVES @ 3/4"o.c., SEE DETAIL B RAMP AT SIDEWALK DETAIL SCALE: 1/2" = 1'-0" 4 TRASH ENCLOSURE CONCRETE APRON 13'-4" 8'-0" 6" 6" 8" 6'-1" 9" 4" CONCRETE SLAB W/ 10 X 10 W1.4XW1.4 W.W.F. 6" CONC. CURB PAIR 4'-6" 22 GA. CORRUGATED STEEL GATE, FACTORY FINISH PAINT 8" CMU WALL TRASH ENCLOSEURE PLAN SCALE: 1/4" = 1'-0" 7 16"x12" DP CONCRETE FOOTING FOR BLOCK WALL 4" CONC SIDEWALK w/10x10 W1.4xW1.4 W.W.F. 4" CLEAN SAND 3'-5" 22 GA. CORRUGATED STEEL GATE, PAINT 9 G-102 AC PAVEMENT ov/BASE AS PER SPECIFICATION TRASH ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" 8 DIRECTION TRAFFIC FLOW SCALE: 1" = 1'-0" 6 NOTES: 1. 2. 3. WHERE OCCURS TURN ARROW R 14" PLACE SIGNS IN CENTER OF TRAFFIC LANES. SEE SITE PLAN. PAINT ARROW & STOP SIGN w/ WHITE BEADED REFLECTIVE PAINT. SEE SPECS FOR ADDITIONAL INFORMATION. PAINT 2 COATS MIN. 1' 1'-6" 1' 2'-2" 4" 2' STEEL GATE PER 8/G-102 8" #4 DOWEL x 36" @ 36"o.c. (EQUAL LEGS) 16"x12" DP CONCRETE FOOTING FOR BLOCK WALL FINISH GRADE 8'-4" (2) #4 CONTIN. REBAR AT TOP & BOTTOM, TYP. 1'-4" 1'-4" 6'-0" 6'-8" 1'-0" 6" 8" 8" CMU w/#5 VERT. @ 24"o.c. & #4 HORIZ. @ 24"o.c. SOLID GROUT ALL CELLS CONC CURB FORMED CONC CAP, PAINTED SECTION AT DUMPTER ENCLOSURE SCALE: 1/2" = 1'-0" 4 UTILITY LINES ON & COVERED W/ SOIL NO ROCKS POWER LINE BACKFILL CONTAINING NO ROCKS LARGER THAN 5" DIA PLASTIC MARKER TAPE 1'-0" 3'-0" 2'-6" 1'-0" 6" 6" 6" UTILITY TRENCH DETAIL SCALE: 3/4" = 1'-0" 5 ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF ACCESSIBLE DETAILS AND GENERAL SITE DETAILS JAL G-102 3 21 8" SQ. ("GIRLS" WHERE OCCURS) ("SPECIAL ED TOILET" WHERE OCCURS) OF PANEL SYMBOL AND TEXT (TYP.) CL RADIUSED EDGE TYP. 1/8" THICK PLASTIC PLAQUE, COLOR TO BE SELECTED BY ARCH., WITH ADHESIVE & 4- 3/16" DIA. VANDALPROOF S.S. ROUND HEAD SCREWS 1/2" MIN. TYP. MEN TYP. 1/2" MIN. 1" HIGH LETTERS, ALL CAPS (U.O.N.) RAISED 1/32" ABOVE CONTRASTING BACKGROUND ("BOYS" WHERE OCCURS) CHARACTER TYPE. CHARACTERS ON SIGNS SHALL BE RAISED 1/32 " (0.794 mm) MIN. AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH 1117B.5.6. CHARACTER SIZE. RAISED CHARACTERS SHALL BE A MIN. OF 5/8 INCH (15.9mm) AND A MAXIMUM OF 2 INCHES (51mm) HIGH. 1117B.5.2 FINISH AND CONTRAST. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 1117B.5.3 PROPORTIONS. CHARACTERS ON SIGN SHALL HAVE A WIDTH-TO-HEIGHT RATIOOF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 AND 1:10 1117B.5.6 BRAILLE. CALIFORNIA CONTRACTED GRADE 2 BRAILLE, SEE DETAIL MOUNT SIGN 60" TO CENTERLINE OF A.F.F. 1 2 3 4 5 6 TOILET WOMEN A B C 1 4 3 TYP. TYP. 5 TYP. 2 TYP. 0" TYP. 1" 2" 6" 4" 1" 1" 0" TYP. RESTROOM SIGN AT WALL Scale: 1 1/2" = 1'-0" 2 6 G102 1'-0 DIA. 1/4" THICK CIRCLE PICTOGRAM COLOR OF SIGN MUST CONTRAST 70% W/ COLOR OF DOOR WOMEN 2" GRAB BAR ATTACHMENT Scale: 3" = 1'-0" 7 OF RECEPTACLE 3'-0" TO TOP EDGE WASTE RECEPTACLE FOR COMBO PAPER DISPENSER / WASTE RECEPTACLE UNITS, REF: MANUFACTURER DATA FOR MOUNTING HEIGHT WALL MOUNTED SOAP DISPENSER OF DISPENSER 3'-4" TO SPOUT WALL MOUNTED SOAP DISH OF DISH 3'-4" TO TOP OPERATION CONTROLS 3'-6" TO COIN SLOT OR HIGHEST SANITARY NAPKIN DISPENSER (WOMENS AND UNISEX ONLY) BABY CHANGING STATION OPERATING HEIGHT 2'-9" TOP OF OPENED CL TOWEL BAR CONTROL, REF: MANUF 3'-2" TO OPERATING REF: MANUFACTURER DATA 3'-4" TO DISPENSING HEIGHT PAPER TOWEL DISPENSERS CL HAND DRYERS TOILET PAPER DISPENSERS REF: MANUF. DATA 19" MIN VERIFY DIMENSIONS OF UNIT FROM MANUFACTURER DATA. MOUNT WITH OPERABLE ROLL AT 27" AFF IF DIMENSIONS OF UNIT DO NOT OBSTRUCT GRAB BAR CLEARANCES. MAINTAIN 19" MINIMUM ROLL HEIGHT 36" MAX TO WALL 17" - 19" 1'-0" WALL MOUNTED ACC SCHED 3' - 6" MIN, REF: 33" - 35" 250 FT./LB. MIN. FORCE IN ANY DIRECTION 3'-0" 1' - 0" MIN 33" - 35" CL CL CL CL CL CL CL GRAB BAR (SIDE) GRAB BAR (REAR) 17" - 19" CL GRAB BAR (VERTICAL) 3'-4" 1'-6" 3'-8" 250 FT./LB. MIN. FORCE IN ANY DIRECTION 250 FT./LB. MIN. FORCE IN ANY DIRECTION SANITARY NAPKIN DISPOSAL (WOMENS AND UNISEX ONLY) OF UNIT 2'-6" TO TOP SEAT COVER DISPENSER REF: MANUFACTURER DATA 3'-4" TO TOP OF DISPENSER TYPICAL RESTROOM FIXTURE MOUNTING DETAILS Scale: 1/2" = 1'-0" 1 MIRRORS BOTTOM OF REFLECTIVE SURFACE 3'-4" MAX TO OF REFLECTIVE SURFACE 6'-0" MIN TO TOP COUNTER OR LAV 2'-11" MAX IF NOT ABOVE REF: SPECIFICATIONS AND MILLWORK DETAILS FOR POSSIBLE FRAMES. MIRROR MUST BE LOCATED BY REFLECTIVE SURFACE HEIGHT MOP / BROOM HOLDER OR SHELF (IF PRESENT) 6'-0" TO TOP OF UNIT SHELF SHELF 5'-0" TO TOP OF LOCATIONS 4'-0" AT ACCESSIBLE 9" 6" 9" 6" BACKGROUND COLOR TO BE FEDERAL BLUE W/ NON-GLARE SURFACE 1/2" RADIUSED EDGES (TYP.) 60" A.F.F. CL CL OF SYMBOL AND PANEL DISABLED ACCESS SIGN Scale: 1 1/2" = 1'-0" 4 GLAZING CONDITIONS REQUIRES: 1/8" THICK BLACK ACRYLIC, CUT TO EXACT SHAPE AND DIMENSIONS OF SIGN, PLACED ON INSIDE OF GLASS. POSITION EXACTLY OVER SIGN PANEL. ADHERE W/FOAM TAPE & W/ (1) CONT. BEAD OF SILICONE ADHESIVE @ PERIMETER OF EA. SIGN GLASS OR DOOR SIGN - ADHERE W/ FOAM TAPE ADHESIVE IN FIELD & W/ (1) CONT. BEAD OF SILICONE ADHESIVE @ PERIMETER OF EA. SIGN NOTE: FOR USE @ DOORS AND GLAZING SIGN ATTACHMENT Scale: Half Actual Size 3 1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32 INCH (0.794 mm) MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CALIFORNIA CONTRACTED GRADE 2 BRAILLE COMPLYING WITH CBC 1117B.5.5(1) (SEE NOTE 5 BELOW). 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH (15.9mm) AND A MAXIMUM OF 2 INCHES (51 mm) HIGH (CBC 1117B.5.5(2)). 3. FINISH AND CONTRAST: CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON- GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND (CBC 1117B.5.2) 4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH - TO - HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO-HEIGHT RATIO OF BETWEEN 1:5 TO 1:10 (CBC 1117B.5.3) SPACE BETWEEN CELLS (LETTERS) 1:10 GRID - BRAILLE MEASUREMENT 5. BRAILLE: CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN THESE DOCUMENTS. DOTS SHALL BE 1/10 INCH (2.54 mm) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 mm) SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL HAVE ROUNDED OR DOMED TOPS RAISED A MINIMUM OF 1/40 INCH (0.635 mm) ABOVE THE BACKGROUND (CBC 1117B.5.6) 1:1 1:1 1" 3:5 3:5 STROKE WIDTH CHARACTER WIDTH 1:10 1:5 1" 0" O X BRAILLE STYLE PROPORTION Scale: Half Actual Size 5 FINISH PER SCHEDULE 1-1/2" DIA. GRAB BAR W/ INTEGRAL MOUNTING PLATE 4-#10 X 18 S.T. SCREWS PROVIDE 2" DIA. STL. SLEEVE @ GYP.BD. FINISHES METAL STUD BACKING. SEE DETAIL MEN COLOR OF SIGN MUST CONTRAST 70% W/ COLOR OF DOOR PICTOGRAM 1/4" THICK SIGN 1'-0 1'-0" MEN CENTER OF SIGN 60" 24" @ EXTERIOR (TYP.) 18" MOUNTING AREA @ INTERIOR 9" CL DOOR FRAME STRIKE SIDE F.F. EQ EQ FOR TOILET DOOR SIGNAGE SEE DETAIL FOR ROOM SIGN SEE DETAIL DOOR & WALL SIGNAGE Scale: 3/8" = 1'-0" 9 11 8 1'-0 DIA. PICTOGRAM COLOR OF EQUILATERAL TRIANGLE MUST CONTRAST W/ COLOR OF CIRCLE WHICH MUST CONTRAST 70% W/ COLOR OF DOOR 1/4" RAISED TRIANGLE 1/4" THICK CIRCLE RESTROOM DOOR SIGNAGE Scale: 1 1/2" = 1'-0" 8 UNISEX DOOR APPROACH CLEARANCE Scale:n/a 6 ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF ADA DESIGN GUIDELINES JAL G-103 4 21 PUBLIC ROAD R.O.W. Parcel No. 2K Parcel No. 2L Parcel No. 32 L16 L14 L13 L12 L11 L10 L9 L8 L7 I N C H O L6 C4 C3 L3 L2 L1 C2 C1 L17 L18 L19 L20 L15 C5 E V I R D L A I R O M E M Y A D I R F S A L L5 L4 5.44 6.17 7.24 7.90 5.75 122.50' 6"Ø PERF @ 0.50% EXISTING TREE TO REMAIN EXISTING CURB AND FENCE TO BE REMOVED EXISTING "BUS STOP" TO BE RELOCATED EXISTING TREES TO REMAIN SCALE 1: 30 EXISTING CONDITION Some features shown on this plat may be shown out of scale for clarity. The basis of bearings for this survey is North 86° 15' 40" West, as identified as Station 1 and Station 2 and marked as PK Nails. SN2 SN1 RE-BAR CONCRETE MONUMENT FOUND UTILITY POLE UNMARKED PT T-IRON PK NAIL IRON PIPE MONUMENT MONUMENT NOT LOCATED GUY CABLE TRAFFIC SIGN STORM STORM SEWER MANHOLE ELEC ELECTRIC MANHOLE TEL TELEPHONE MANHOLE SS SANITARY SEWER MANHOLE R I P CEMETERY CATCH BASIN DRAINAGE INLET H.W. HEADWALL C COMMUNICATION MANHOLE FO FIBER OPTIC MANHOLE LP LIGHT POLE WV WATER VALVE 0.00 SPOT_ELEV CONTROL STATION PT PP LP LIGHT POLE POWER POLE STM STORM SEWER LINE AEU AERIAL ELECTRIC LINE SS SANITARY SEWER LINE TEL TELEPHONE LINE FO FIBER OPTIC LINE UE UNDERGROUND ELECTRIC RW RIGHT OF WAY BUILDING CHAIN LINK FENCE X X BARBED WIRE FENCE PROPERTY LINE STONE WALL GUARDRAIL F.F.E. = FINISHED FLOOR ELEVATION 999.0 P. = PROPOSED SPOT ELEVATION 999.0 F. = FINISHED SPOT ELEVATION 999.0 E. = EXISTING SPOT ELEVATION C.B. = CATCH BASIN M.H. = MANHOLE FH = FIRE HYDRANT S.E. = SEWER EASEMENT D.E. = DRAINAGE EASEMENT BL = BUILDING LINE C/L = CENTER LINE PL = PROPERTY LINE R/W = RIGHT OF WAY RBS = RE-BAR SET RBF = RE-BAR FOUND IPS = IRON PIN SET IPF = IRON PIN FOUND At the time of the survey, no encroachments were observed. FEMA FLOOD ZONE DESIGNATION: ZONE A (SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD). NO BASE FLOOD ELEVATIONS DETERMINED. LEGEND ABBREVIATIONS SURVEYOR'S NOTES STATEMENT OF ENCROACHMENTS FLOOD INFORMATION ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF CERTIFIED SITE SURVEY JYP C-101 6 21 PUBLIC ROAD R.O.W. Parcel No. 2K Parcel No. 2L Parcel No. 32 I N C H O E V I R D L A I R O M E M Y A D I R F S A L 20' 22' 20' 6 EQ.SP. @9' = 54' 9' 19' 20' 16' 8' 5' 6' 48' 14' 24' 25' 54' 5' 33' 91' 5' 67'-7" 133'-2" 5 EQ.SP. @ 9' = 45' 6 EQ.SP. @ 9' = 54' 8' 5' 11' 19' 24' 19' 9' 11' 10' 9' CONCESSION CONCRETE SIDEWALK CONCRETE CURB CONCRETE CURB CONCRETE CURB 12' Parcel No. 22 2.82 Acres (C9-162-T73) " Nadir Ball Field " 12' 17' RELOCATED "BUS STOP" SIGN BUS STOP MINI-SOCCER- PITCH N: 835390.86 E: 1197586.66 N: 835342.63 E: 1197710.82 N: 835279.63 E: 1197686.35 N: 835327.86 E: 1197562.19 PARKING STRIPING (TYP) CONCRETE WHEEL STOP (TYP) N: 835291.16 E: 1197507.53 N: 835244.42 E: 1197494.38 TRASH ENCLOSURE (SEE DETAIL) 8' 13'-4" 5.44 6.17 7.24 7.90 5.75 122.50' 6"Ø PERF @ 0.50% MINI - SOCCER - PITCH DETAIL 3' 13' PERIMETER METAL BOARDS BALL NETS 5mm x 130 x 130mm CONCRETE EDGING CURB 1-1/2" BASE ASPHALT 1-1/2" WEAR COURSE 5" AGGREGATE BASE "C" GEOTEXTILE POST FOUNDATION SCALE 1: 30 SITE PLAN 4-1/2" 6" 6'-0" 9" 1/4" 1/4" 6" 5" 2-1/8" 2-7/8" 2-1"Ø HOLES 5" 2" 3" 2" 9" SEAL 1/2" DEEP HOLE W/ MORTAR 2-#3 REBARS #6 @ 2'-6" LONG SECTION PRECAST CONCRETE WHEEL STOP A B CONTROL JOINT SPACING MATCH SIDEWALK WIDTH UP TO 5 FT. MAX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NJDOT CLASS "B" CONCRETE, 3,00 PSI @ 28 DAYS STRENGTH (FOR DRIVEWAY SECTION) 6"X6" X 10/10 WELDED WIRE MESH AGGREGATE BASE "C" COMPACTED SUBGRADE TO 95% DRY DENSITY NJDOT CLASS "B" CONCRETE, 3,000 PSI @ 28 DAY STRENGTH (FOR NON DRIVEWAY SECTION) AGGREGATE BASE "C" COMPACTED SUBGRADE DIMENSION A B SPECIFICATION MATCH "B" UP TO 5 FT. (GREATER THAN 5 FT, USE 4 FT MAX SPACING 4' - 5' STANDARD (OR MATCH EXISTING) A A SECTION A-A AT DRIVEWAY SECTION A-A TYP 1. CONCRETE MATERIAL SHALL BE NJDOT CLASS "B" W/ 28 DAY COMPRESSIVE STRENGTH OF 4 KSI TO 4.5 KSI OR GREATER. 2. FINISH SHALL BE A LIGHT BROOM FINISH. 3. CONTROL JOINTS SHALL BE 1/4 " THE THICKNESS OF CONCRETE SLAB, WITH A MAX 1 1 4" DEPTH. JOINTS TO BE SAW-CUT, OR TOOLED WITH 1/2" MAX RADIUS FOR TOOLED JOINTS. 4. EXPANSION JOINTS SHALL BE MADE OF FIBER MATERIAL. THE TOP OF THE EXPANSION SHALL BE SET FLUSH, OR RECESSED 1/4" BELOW THE TOP OF THE SIDEWALK. 5. SUBGRADE TO BE COMPACTED TO 95% MAX DRY DENSITY AS DETERMINED BY MODIFIED PROCT. 6. DENSE GRADED AGGREGATE (D.G.A.) SHOULD BE UTILIZED WHERE REQUIRED FOR PROPER DRAINAGE AND SUPPORT OF SIDEWALK. D.G.A. SHOULD BE COMPACTED AS TIGHTLY AS POSSIBLE. 7. ALL CONCRETE SIDEWALKS SHOULD HAVE MAXIMUM CROSS SLOPE OF 1/4" PER FOOT (2% SLOPE) TOWARD THE CURB LINE. DETAIL NOTES 6" 4" 4" 4" 2% MAX SLOPE CONCRETE SIDEWALK (TYP.) TWO (2) INCHES OF HOT MIX ASPHALT SURFACE COURSE. TACK COAT USE FOUR (4) INCHES OF BITUMINOUS STABILIZED BASE COURSE. SIX (6) INCHES OF QUARRY PROCESS STONE (QP) AS A SUB-BASE. COMPACTED SUBGRADE BITUMINOUS CONCRETE (TYP.) 2" 4" 6" PAVEMENT REPAIR (TYP.) ASPHALTIC CONCRETE STABALIZED BASE COURSE, MIX I-2, 4" THICK ASPHALTIC CONCRETE TOPPING COURSE, MIX I-5, 2" THICK CONC. CURB SAW CUT EDGE EXISTING ROADWAY CONC. SDWK VARIES VARIES SUBGRADE D.G.A. 4" MIN BASE COURSE CONCRETE CURB DETAIL (TYP.) 1/2" PREFORMED EXPANSION JOINT SEE ASPHALT PAVEMENT DETAIL SEE SIDEWALK DETAIL CONCRETE SIDEWALK D.G.A. HMA BASE COURSE HMA SURFACE COURSE W/ TACK COAT SIZE A B 8" X 6 X 16" 16" 4" 8" X 6 X 18" 18" 6" B A 8" 6" 1. DEPTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2" . 2. 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE BASE COURSE. COMPACTED SUBGRADE DETAIL NOTES CROSS SECTION TREE PIT Applicable to All Street Tree Conditions NOTES: 1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC MATERIAL FROM TREE PRIOR TO PLANTING 5' - 0'' 24'' MIN OR ROOT BALL DEPTH 7' MN. BRANCH HT. STREET TREE ARBOR TIE FOR 3" DIA TREE STAKES (NOT SHOWN) TRUNK FLARE FLUSH WITH PAVEMENT 2" DEEP MULCH FINISH GRADE SIDEWALK PAVEMENT ROOTBALL. REMOVE BIODEGRADABLE BURLAP DOWN FROM TOP 1 3 OF BALL STRUCTURAL SOIL WITHIN CONTINOUS TREE TRENCH COMPACTED SUBGRADE MOUND 01 02 03 04 05 TRENCH DRAIN (TYP) AND #4 STIRRUPS WITH 8 INCH LEGS AT 12 INCHES O.C. REINFORCE TRENCH DRAIN WITH 7 #4'S CONTINUOUS WITH 6 MIL VAPOR BARRIER 6" THICK, 4000 PSI CONCRETE WITH TYPE "A" GRATED COVER HEAVY DUTY TRENCH FRAME "NEENAH" R-4990-CX 6 IN. PVC PIPE REINFORCED CONCRETE SLAB SLOPED TO DRAIN TOWARD OUTFALL PIPE AT 1/4 INCH PER FOOT MIN. DEPTH OF TRENCH DRAIN VAIRES - SLOPE BOTTOM TO DRAIN NOTE: 12" NYLOPLAST CLEANOUT END CAP ADJUST GRADE PER ENGINEERS PLAN DOWN-SPOT ADAPTER INSERTED IN RISER PIPE FABRICATED HDPE ST DBL. MITER 90° BEND WT BELL-BELL COUPLER (TYP) HDPE PIPE (TYP.) FABRICATED HDPE ST 45° WYE INSERT INJECTION MOLDED GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE NOTE: 1. FABRICATED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCER, 45° BENDES 2. WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE ROOF DRAIN CONNECTION INSTALL WYE CONNECTION FOR OVERFLOW 07 08 6" ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 SOV 42 SOV 31 SOV 57 SOV 56 SOV 58 SOV 40 SOV 23 SOV 6 SOV 42 SOV 27 SOV 24 SOV 43 SOV 33 SEE SHEET A-100 BY OTHERS (N.I.C.) BY OTHERS (N.I.C.) BY OTHERS (N.I.C.) 1-1/2" WEAR COURSE 1-1/2" BASE ASPHALT CONC. EDGING CURB MINI-SOCCER PITCH TURF NOTE: PROVIDE CLEARANCE AT BOTTOM OF PERIMETER BOARD ON LOW SIDE FOR WATER DRAINAGE OF CERTIFIED SITE SURVEY JYP C-102 7 21 PUBLIC ROAD R.O.W. Parcel No. 2K Parcel No. 2L Parcel No. 32 I N C H O E V I R D L A I R O M E M Y A D I R F S A L Parcel No. 22 2.82 Acres (C9-162-T73) " Nadir Ball Field " BUS STOP 0+00 1+00 1+70 0+00 1+00 2+00 2+35 5.44 6.17 7.24 7.90 7 7 6 6 6 7 8.30 8.30 8.64 8.64 7.57 8.16 7.58 6.95 6.87 7.31 6.43 5.99 5.89 5.78 TC 6.49 TC 6.35 TC 6.20 TC 5.06 TC 6.34 TC 6.31 TC 6.42 TC 6.49 TC 6.52 TC 4.90 TC 6.63 TC 6.79 TC 5.16 TC 7.83 TC 7.95 TC 7.95 TC 7.78 TC 7.93 TC 6.82 BC 5.85 BC 5.99 BC 5.84 BC 5.81 BC 6.01 BC 5.83 BC 6.02 BC 5.80 BC 6.32 BC 7.43 BC 7.28 BC 7.45 BC 7.45 BC 7.33 BC 6.29 BC 6.13 BC 5.63 BC 5.57 BC 5.70 5.75 7.04 8 FFE 7.11 8 218.83' 6"Ø HDPE @ 0.50% 180.26' 4"Ø PERF @ 0.84% 122.50' 6"Ø PERF @ 0.50% 8.47 8.47 6 9 8 9 6 7 7 7 END SECTION WITH ROCK PROTECTION INV 2.10 INV OUT 3.19 END SECTION WITH ROCK PROTECTION INV 3.01 INV 4.61 YARD DRAIN RIM 7.52 4"Ø PERF INV IN :5.22 6"Ø PERF INV OUT : 5.22 73.78' 4"Ø PVC @ 3.45% 20.00' 6"Ø PVC PERF @ 0.80% INV 1.93 MULTI-FLO 750 GAL RIM: 4.33 4"Ø PVC INV IN: 2.57 6"Ø PVC INV OUT: 2.11 BOT. EL: -2.805 20' 4' TRENCH DRAIN RIM 5.78 INV OUT 3.19 20.00' 4"Ø PERF @ 0.50% 28.87' 4"Ø PERF @ 0.48% 4"Ø PIPE FROM OVERFLOW INV 5.46 CLEANOUT 6.73 FFE 7.77 ROAD DATUM ELEV 2.000 4 8 12 11.1 5.4 4.2 4.5 4.9 5.2 5.1 5.7 5.5 5.4 0+00 6.06 0+40 6.00 5.95 0+80 5.90 5.84 1+20 5.79 5.74 1+60 1+70 -0.3% MINI-SOCCER-PITCH PARKING LOT DATUM ELEV 2.000 4 8 12 5.0 5.1 5.6 6.2 6.7 7.2 7.6 7.9 8.2 8.5 9.0 9.7 12.1 0+00 5.86 6.25 0+40 6.64 7.02 0+80 7.41 8.25 1+20 8.54 8.57 1+60 8.47 8.37 2+00 8.73 2+35 6"∅ PERF PIPE INV 4.26 3.42' 1.9% 1.4% -0.5% SCALE 1: 30 GRADING, DRAINAGE & UTILITY PLAN ADDITIONAL PARKING - PROFILE SCALE HORIZ 1: 30 VERT 1: 5 MAIN PARKING - PROFILE SCALE HORIZ 1: 30 VERT 1: 5 H.M.A. 9.5 M64 SURFACE COURSE, 2" THICK H.M.A. 19 M64 BASE COURSE, 4" THICK 4" COMPACTED D.G.A. SUB-BASE COURSE CUT-LINE FOR TIMBER SHEETING LEFT IN PLACE SUITABLE BACKFILL COMPACTED IN 12" LIFTS SHEETING REQUIRED MATERIAL 'A', SEE CHART 1 SEWER PIPE MATERIAL 'B', SEE CHART 1 UNDISTURBED SOIL DEPTH VARIES 2' 4" 2" SAW CUT EDGE SEE NOTE UTILITY SANITARY & STORM SEWER MATERIAL 'A' MATERIAL 'B' COMPACTED DENSE GRADED AGGREGATE 3 4" CLEAN CRUSHED STONE 1.5' UNLESS OTHERWISE NOTED ON DRAWINGS (2.75 ON SANITARY PIPES) MIN DEPTH TO TOP OF PIPE NOTE: REPAIR WIDTH AND LENGTH (MILLING & PAVING), TO BE A MINIMUM OF 12" PAST TRENCH OPENING OR AS DIRECTED BY THE ENGINEER. 4" STORM & SANITARY PIPE TRENCH DETAIL (TYP.) 8" 12" 24" O.D. 24" LIMIT OF EXCAVATION 2/3 O.D. PIPE BEARING SURFACE BOND BREAKER BEARING SURFACE DEAD END UNDISTURBED SOIL TYPICAL CROSS SECTION TEE 11 , 22 , 45° AND 90° BENDS UNDISTURBED SOIL BOND BREAKER BOND BREAKER BEARING SURFACE UNDISTURBED SOIL UNDISTURBED SOIL BEDDING MATERIAL BEDDING MATERIAL BOND BREAKER 1. ON 16" AND LARGER TRANSMISSION MAINS BENDS NOTES: SHALL BE BOTH RODDED AND THRUST BLOCKED. 2. BEARING SURFACES SHOWN IN CHART ARE MINIMUM. 3. BASED ON 150 PSI INTERNAL PIPE PRESSURE PLUS WATER HAMMER = 150PSI. 12" WATER HAMMER = 110 PSI. 16" AND LARGER WATER HAMMER = 70 PSI. 4. SOIL BEARING CAPACITY = 3,000 LB./SQ. FT. 5. ALL 90 DEGREE BENDS SHALL BE RODDED AND THRUST BLOCKED. 6. NA = NOT APPLICABLE. B E N D S 1.0 6" 1.5 2.5 4.5 3.5 12-22° 11 1/4° 23-45° 46-90° DEAD END TEE OR SIZE PIPE 1.0 8" 2.5 4.5 8.0 5.5 2.0 10" 3.5 7.0 12.5 9.0 2.5 12" 5.0 9.5 17.5 12.5 4.5 16" 8.5 17.0 31.0 22.5 5.5 18" 11.0 21.5 39.5 28.5 7.0 20" 13.5 27.0 49.0 35.0 10.0 24" 19.5 38.5 70.5 50.0 1° 4 1° 2 MINIMUN BEARING SURFACE AREA (ft2) THRUST BLOCKS 01 02 MULTI-FLO WASTEWATER SYSTEM (750 GAL) SYSTEM COMPONENTS AND MATERIALS WASTEWATER TANK DONE AND COVER: FIBERGLASS- REINFORCED RESIN AERATOR: CAST IRON, STAINLESS STEEL, 1 6 HP 1550 RPM MOTOR WITH THERMAL OVERLOAD PROTECTION 120VOLT AC 60 HZ 1.9 AMPS ALARM SYSTEM: LOW VOLTAGE (12V DC) SENSORS SIGNAL TO CONTROL BOX. THE FLASHING LIGHT (AUDIBLE INDICATOR) ALERTS THE OWNER TO LOSS OF AIR SUPPLY OR HIGH WATER LEVEL IN THE TANK SEPTIC FIELD PIPE TRENCH 03 PERFORATED PIPE TRENCH 04 END SECTION ROCK PROTECTION 05 5' 5' 12" 1'-6" 8" (MIN) BACKFILL 6"Ø PVC PERF PIPE #67 STONE ROCK OUTLET PROTECTION 4" Ø PERFORATED PIPE ROCK OUTLET PROTECTION 4" Ø PERFORATED PIPE END SECTION ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF GRADING, DRAINAGE & UTILITY PLAN JYP C-103 8 21 SOV 36 SOV 41 SOV 36 SOV 36 SOV 35 SOV 35 PUBLIC ROAD R.O.W. Parcel No. 2K Parcel No. 2L Parcel No. 32 L16 L14 L13 L12 L11 L10 L9 L8 L7 I N C H O L6 C4 C3 L3 L2 L1 C2 C1 L17 L18 L19 L20 L15 C5 E V I R D L A I R O M E M Y A D I R F S A L L5 L4 Parcel No. 22 2.82 Acres (C9-162-T73) " Nadir Ball Field " BUS STOP 0+00 1+00 1+70 0+00 1+00 2+00 2+35 5.44 6.17 7.24 7.90 7 7 6 6 6 7 5.75 8 8 122.50' 6"Ø PERF @ 0.50% 6 9 8 9 6 7 7 7 (2) 5' WIDE CONSTRUCTION FENCE SWING GATE GRAVEL VEHICLE TRACKING PAD 10'x30'x6" THK STONE SIZE ASTM C-33 NO.2 (2.5"-1.5") OR NO3 (2"-1" CRUSHED ANGULAR STONE) TRENCH DRAIN PROTECTION SILT FENCE (TYP) TREE PROTECTION (TYP) TREE PROTECTION SILT FENCE WITH HAYBALE SILT FENCE WITH HAYBALE LIMIT OF DISTURBANCE 31,935 SQ.FT. (0.73 A) LIMIT OF DISTURBANCE (TYP) SCALE 1: 30 EROSION AND SEDIMENT CONTROL PLAN SILT FENCE INLET FILTER TREE PROTECTION LIMIT OF DISTURBANCE LEGEND CL R.O.W. EXIST. GROUND 6" MIN. OF STONE (SEE NOTE 2) FULL WIDTH OF CARTWAY AS SHOWN ON PLANS EDGE OF PAVEMENT EXIST.GROUND TABLE BELOW* LENGTH ACCORDING TO *INDIVIDUAL LOT ACCESS POINTS MAY REQUIRE STABILIZATION Length of Stone Required Percent Slope of Roadway Fine Grained Soils Coarse Grained Soils 100 ft 200 ft 50 ft 100 ft 0 to 2% 2 to 5% >5% PROVIDE APPROPIATE TRANSITION BETWEEN STAB CONST. ENT. AND R.O.W. Entire surface stabilized with hot-mix asphalt base course Mix I-2 As prescribed by local ordinance or other governing authority. STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. PLACE STABILIZED CONSTRUCTION ENTRANCE AT LOCATION(S) AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 2. STONE SIZE SHALL BE ASTM C-33 SIZE No.2 (2.5 inch to 1.5 inch) OR No.3 (2 inch to 1 inch) CRUSHED ANGULAR STONE. CRUSHED CONCRETE MAY BE SUBSTITUTED BUT WILL REQUIRE MORE FREQUENT UPGRADING AND MAINTENANCE. STONE THICKNESS SHOWN ABOVE IS FOR STONE CONSTRUCTION ENTRANCE ONLY (TYP). 3. THE THICKNESS OF THE STAB CONST. ENTRANCE SHALL NOT BE LESS THAN 6". 4. THE WIDTH AT THE EXIST. PAVEMENT SHALL NOT BE LESS THAN THE FULL WIDTH OF POINTS OF INGRESS AND EGRESS. 5. THE STAB CONST. ENT. SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE R.O.W./PAVEMENT THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURE USES TO TRAP SEDIMENT. 6. ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO THE PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 6. LENGTH SHALL BE 50 FEET MINIMUM WHERE THE SOILS ARE COARSE GRAINED (SANDS OR GRAVELS) OR 100 FEET MINIMUM WHERE SOILS ARE FINE GRAINED (CLAYS OR SILTS), EXCEPT WHERE THE TRAVELED LENGTH IS LESS THAN 50 OR 100 FEET RESPECTIVELY. THESE LENGTHS MAY BE INCREASED WHERE FIELD CONDITIONS DICTATE. STORMWATER FROM UPSLOPE AREAS SHALL BE DIVERTED AWAY FROM THE STABILIZED PAD (SEE SESC STANDARD FOR DIVERSIONS). WHERE DIVERSION IS NOT POSSIBLE, THE LENGTH OF THE STABILIZED PAD SHALL BE AS SHOWN IN TABLE. WHERE THE SLOPE OF THE ACCESS ROAD EXCEEDS 5 %, A STABILIZED BASE COURSE OF FINE AGGREGATE BITUMINOUS CONCRETE (FABC) SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE FABC AND USE OF A DENSE GRADED AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCE OR OTHER GOVERNING AUTHORITY. STABILIZED CONSTRUCTION ENTRANCE 100 101 102 103 1 3 3 1 NOTES: EXISTING GRADE SILT FENCE OR HAYBALE FILTER SILT FENCE OR HAYBALE FILTER MAX. SLOPE = 5% MAX. SLOPE = 5% 30' 5% MAX. 30' 5% MAX. 5' MIN. 1. PLACE STOCKPILES AT LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS. 2. ALL SIDE SLOPES SHALL BE 3 TO 1 OR FLATTER. 3. STOCKPILE SHALL RECEIVE A VEGETATIVE COVER IN ACCORDANCE WITH MINIMUM STABILIZATION REQUIRED. 4. SILT FENCE OR HAYBALE FILTER SHALL BE INSTALLED AS DETAILED HEREON. TOPSOIL STOCKPILE FENCE POST MAX. 8' SPACING FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SILT ACCUMULATION DIG 6" DEEP TRENCH, BURY BOTTOM FLAP, BACKFILL AND TAMP IN PLACE 6" 2.0' min 2.0' min 6" 15 GAUGE WELDED STEEL WIRE MESH, 4" SQUARE OPENINGS 4"x4" FENCE POST OR METAL POST 6"x6" TRENCH FLOW NOTES: 1. GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USE OF WIRE TIES OR HOG RINGS; THREE FASTENERS PER POST. 2. BURY BOTTOM 12" OF GEOTEXTILE AND TAMP IN PLACE. 3. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TO A COMMON POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE AND SECURED TO POSTS SILT FENCE DETAIL ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING THE CRITICAL ROOT RADIUS (CRR) 1. MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE OF THE TREE) IN INCHES. 2. MULTIPLY THE MEASURED DBH BY 1.5 OR 1.0. EXPRESS THE RESULT IN FEET. DBH X 1.5 = CRITICAL ROOT RADIUS FOR OLDER, UNHEALTHY, OR SENSITIVE SPECIES. DBH X 1.0 = CRITICAL ROOT RADIUS FOR YOUNGER, HEALTHY, OR TOLERANT SPECIES. Protected Root Zone (PRZ) Dripline dbh @ 4.5' Critical Root Radius (CRR) TRENCHING TUNNELING - PREFERRED UTILITIES SHOULD BE TUNNELED BENEATH TREE ROOTS. THE DRAWING ON THE LEFT SHOWSS TRENCHING THAT WOULD PROBABLY KILL THE TREE. THE DRAWING ON THE RIGHT SHOWS HOW TUNNELING UNDER THE TREE WILL PRESERVE MANY OF THE IMPORTANT FEEDER ROOTS. NOT TO SCALE TREE PROTECTION TRENCH DRAIN FILTER GRATE FRAME FILTER BAG 2.58" 9.91" TYP. 12.16" PRODUCT SPECIFICATIONS: PART #: 1200FF FRAME MATERIAL: POLYPROPYLENE BODY COLOR: BLUE FILTER BAG MATERIAL: NONWOVEN SPUNBONDED, POLYPROPYLENE GEOTEXTILE. INERT TO BIOLOGICAL DEGRADATION AND RESISTANT TO NATURALLY ENCOUNTERED CHEMICALS, ALKALIS AND ACIDS. WATER FLOW RATE: (ASTM D 4491) 95 GPM/SF OPENING SIZE: 50 US STD. SIEVE TRAPEZOIDAL TEAR: (ASTM D 4533)40 LBS. UV RESISTANCE: (ASTM D 4355) 70% @ 500 HRS FITS: 12" NDS CATCH BASINS WEIGHT: 0.10 LBS. FILTER BAG FRAME ISOMETRIC 8.22" TYP. 11.65" TYP. CATCH BASIN 02 03 05 04 01 SILT FENCE WITH HAYBALE 06 THIS SPACE HAS BEEN LEFT BLANK INTENTIONALLY THIS SPACE HAS BEEN LEFT BLANK INTENTIONALLY ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF EROSION & D=SEDIMENT CONTROL PLAN JYP C-104 9 21 L12 L11 L10 L9 L8 L1 A I R O M E M Y A D I R F S A 6 5 4 3 2 1 18 17 16 15 14 13 BUS STOP 44'-0" 11'-0" 59'-0" 12'-0" 31'-0" 28'-8" 4'-0" 20'-0" 22'-0" 20'-0" 5'-0" 53'-8" 14'-8" 13'-4" 21'-4" 16'-0" 8'-0" 14'-0" 54'-0" 9'-0" 5'-0" 54'-0" 67'-7" 133'-212" 8 12 12'-2" 24'-0" 24'-0" 10'-0" 54'-0" 18'-0" 5'-0" 43'-6" 67'-7" 20'-0" 23'-0" 90'-3" 5'-0" 8'-0" T.O.S. 7.11' 4'-0" 5'-0" 20'-6" T.O.S. 6.51' T.O.S. 7.01' T.O.S. 7.67' T.O.S. 7.11' T.O.S. 7.77' 20'-0" T.O.S. 5.10' 9'-0" 39'-412" ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 PROJECT AREA - PARTIAL SITE PLAN SCALE: 3/32" = 1'-0" 1 SITE KEYNOTES A PROPOSED CONCESSION AND RESTROOM BUILDING: Enclosed Area: 1,100 SF Covered Outdoor Space: 322 SF Total:1,422SF ABOVE GROUND CISTERN: 6,126 GALS COVERED PORCH AT CONCESSION COVERED RESTROOM ACCESS CORRIDOR ASPHALT PAVED PARKING AREA & DRIVEWAY- SEE CIVIL DRAWINGS FOR DRAINAGE, GRADING AND CONSTRUCTION DETAILS PARKING TURN-AROUND 18 TOTAL PARKING SPACES (1) ACCESSIBLE PARKING SPACE (17) STANDARD SPACES SEE G-003 FOR ACCESSIBLE PARKING REQUIREMENTS 2-WAY ACCESS DRIVEWAY - 24FT WIDE TRASH ENCLOSURE - SEE SHEET G-003 FOR DETAILS CONCRETE PAVED WALKWAY 9,054 SF MINI-SOCCER PITCH FOUNDATION ONLY. SEE CIVIL DRAWINGS FOR DRAINAGE AND FOUNDATION DETAILS. PERIMETER METAL REBOUND BOARD AND BALL CATCH FENCE AND TURF ARE NOT IN SCOPE. WORK TO BE PERFORMED BY OTHERS ACCESS GATE AT RECESSED GOAL AREA VIEWING STAND/ PICNIC AREA MULTI-FLO SEPTIC SYSTEM - SEE CIVIL DRAWINGS FURNISH AND INTALL SOLAR PATH LIGHTS & APPRX. 10 FT O.C. MASTER SITE LIGHTING BY MUSCO - NOT IN CONTRACT - UNDERGROUND ELECTRICAL TRENCH TO EXISTING METER BASE B C D E F G H J K L M N D H G G G C C B K K K K K M M P K P M D C J A OF PROJECT AREA PARTIAL SITE PLAN JAL A-100 10 22 SOV 57 SOV 56 SOV 58 SOV 33 SOV 32 SOV 32 SOV 31 SOV 31 SOV 31 SOV 31 SOV 40 SOV 43 SOV 33 SOV 43 SOV 43 SOV 34 Q Q SOV 23 SOV 23 SOV 23 SOV 43 SOV 42 SOV 42 SOV 43 R R R SOV 6 T U U U G U R T T T R A-201 1 WINDOW/ SHUTTER SCHEDULE Mark O.A. Width O.A. Height Head Configuration Egress Quantity Manuf Model Accessories Comments SH-1 8'-0"' 3'-8" 6'-8" Rolling N/A 1 ASSA 55mm - Impact Resistant Rolling Shutter System W-02 3'-0" 5'-0" 8'-0" Fixed Louver N/A 3 Air Master SG-6 Insect Screen Storm Rated Fixed Aluminum Louvered Windows W-03 4'-0" 4'-0" 8'-0" Jalousie Air Master Insect Screen A-201 4 A-201 3 A-201 2 DOOR SCHEDULE Mark Type Width Height Thickness Location Configuration Hand Slab Style Matrerial Manuf Hardware Set Description Notes D-101 A 3'-0" 7'-0" 1 3/4" CONCESSION Outswing RH Flush HM CECO HW#1 Flush Metal Entry Door w/ 24"x18" bottom Louver Kit, Welded Wrap Frame w/ Masonry Anchors D-102 A 3'-0" 7'-0" 1 3/4" WOMEN Inswing LH Flush HM CECO HW#2 Flush Metal Entry Door w/ 24"x18" bottom Louver Kit, Welded Wrap Frame w/ Masonry Anchors ADA Compliant D-103 C 3'-0" 7'-0" 1 3/4" MECHANICAL Outswing RHR Full Louver Panel HM CECO HW#3 Flush Metal Entry Door w/ 24"x60" Full Louver Kit, Welded Butt Frame w/ Masonry Anchors D-104 A 3'-0" 7'-0" 1 3/4" MEN Inswing LH Flush HM CECO HW#2 Flush Metal Entry Door w/ 24"x18" bottom Louver Kit, Welded Wrap Frame w/ Masonry Anchors ADA Compliant D-105 B 3'-0" 7'-0" 1 3/4" OFFICE Outswing LHR Glazed Panel HM CECO HW#1 Glazed Panel Entry Door w/ Welded Wrap Mtl Frame w/ Wire Masonry Anchors 1/4" Tempered Glass D-106 D 4'-0" 6'-8" 1 3/8" OFFICE DBLE Swing DBLE Full Louver WD GREENWOOD HW#4 HW#1: (CONCESSION & OFFICE) · (2) 4" OR 5" HINGES, FULL MORTISE, HVY WT. · (1) DEADBOLT, KEYED CYLINDER W/ THUMB TURN INTERIOR · LEVER HANDLE · DOOR HOLDER · DOOR GASKETING HW#2: (RESTROOMS) · (2) 4" OR 5" HINGES, FULL MORTISE, HVY WT. · (1) DEADBOLT, KEYED CYLINDER ( EXTERIOR SIDE) · PUSH/PULL PLATE SET (ADA) · (1) DOOR CLOSER · (2) KICK PLATES 8" X 34" · (1) WALL STOP HW#3: (MECH.) · (2) 4" HINGES, FULL MORTISE, HVY WT. · KEYED ENTRY MORTISE LOCKSET · DUMMY PLATE ( INTERIOR) · DOOR HOLDER · (1) WALL STOP HW#4: (CLOSETS) · (2) 3 1/2" BUTT HINGES, FULL MORTISE · PASSAGE LOCKSET 2'-0" 3'-0" 1'-0" 4'-4" 2'-0" 3'-0" 15'-0" 3'-0" 36'-8" 4'-0" 6'-8" 23'-8" 10'-6" 16'-0" 11'-0" 6'-8" 8'-0" 4'-4" 18'-8" 6'-8" 23'-8" 10'-6" W-02 W-02 W-03 W-02 D-101 D-104 D-103 D-102 1'-0" 1'-0" 4'-8" 8" S-501 2 S-501 2 S-501 3 S-501 1 3 S-501 1 S-501 DN 2 CONCESSION WOMEN MECH OFFICE MEN 101 102 103 105 104 91 SF x 9'0"H x 7.48 6,126 gals. COVERED PATIO 106 COVERED ENTRY 108 AQSL-DW01 AQSL-CW01 AQSL-HW01 ELEC. STOR. CISTERN 6'-8" 6'-8" 6'-8" PLANTING BED WALKWAY 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" 4'-0" 8'-0" 4'-0" 6'-8" 3'-0" 4'-0" 10'-8" 11'-8" 14'-4" 13'-0" 5'-8" 5'-4" 19'-4" 29'-0" 48'-4" 8" 4'-0" 8" 8" 10'-8" 8" 8" 8" 4'-0" 6'-4" 4'-0" 4'-0" 4'-0" 12'-0" 16'-8" 15'-8" 1'-0" 28'-8" 4'-4" 24'-0" W-03 W-03 SH-1 1'-0" D-105 MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 1 D-106 D-107 12'-0" 8" 4'-0" 1'-4" 4'-0" 8" 3'-0" 3'-41 8" DOOR & WINDOW SCHEDULES SCALE: 1/4" = 1'-0" 2 6 6 2 2 3 1 7.11' T.O.S. 7.11' 5'-4" 8 4" 11'-4" 1'-0" 1'-0" 53'-8" 4'-8" 1'-0" 8 5'-0" 3'-0" 2 2 7.77' T.O.S. 7.77' T.O.S. 5.10' T.O.S. 7.69' T.O.S. 7.27' T.O.S. SH-1 5'-0" 3'-0" 8'-0" INSET MOUNT ROLLING SHUTTER 90° (BOX) HEAD 8'-0" 8" 4'-4" W-02 W-03 4'-0" 3'-0" STORM GRADE FIXED LOUVER CASEMENT WINDOW W/ INTEGRATED SHUTTER SYSTEM A B 3'-6" 7'-0" 8'-0" 7'-0" SERVICE WINDOW SHUTTER ELEVATION SCALE: 1/4" = 1'-0" 3 WINDOW TYPE ELEVATIONS SCALE: 1/4" = 1'-0" 4 8'-0" 5'-0" 3'-0" DOOR TYPE ELEVATIONS SCALE: 1/4" = 1'-0" 5 C 6'-8" 4'-0" A 3'-6" 7'-0" 3'-0" NEW CONCRETE BLOCK WALLS NEW 2X4 OR 2X6 STUD FRAMED WALL W/ 5/8" CEMENT BOARD E.S. NEW C.I.P. CONCRETE WALLS WALL LEGEND GENERAL PLAN NOTES WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS, ALL DIMENSIONS SHALL BE VERIFIED AT SITE ANY DISCREPANCIES SHALL BE RESOLVED WITH DESIGNER PRIOR TO CONSTRUCTION. CMU WALL DIMENSIONS ARE NOMINAL. INTERIOR DIMENSIONS ARE GIVEN TO FACE OF STUDS, U.O.N. DOOR AND WINDOW DIMENSIONS ARE NOMINAL. REFER TO MANUFACTURE'S SPECIFICATIONS FOR EXACT ROUGH-IN DIMENSION. 1. CONCESSION SERVICE COUNTER W/ INSET MOUNT ROLLING SHUTTER 2. INSTALL FLOOR DRAINS IN RESTROOMS, MECHANICAL ROOM AND CONCESSION 3. INSTALL CISTERN SERVICE ACCESS LADDER. 4. CISTERN OVERFLOW TO SITE DRAINAGE SYSTEM - SEE CIVIL DRAWINGS 5. PROPOSED WOOD OR ALUMINUM SLATTED PRIVACY SCREEN BETWEEN COLUMNS 6. SEE ENLARGED PLANS ON SHEET A-401 FOR DETAILED RESTROOM LAYOUT. 7. FURNISH AND INSTALL CONCESSION KITCHEN CABINETS. G,,C, TO SUBMIT SHOP DRAWINGS FOR APPROVAL. ELLARGED PLAN AND INTERIOR ELEVATIONS - SHEET A-401 - A-403. 8. 2x4 FURRING AT CISTERN WALL 9. AC CONDENSER UNIT ON CONCRETE PAD 1 2 3 4 5 6 7 8 9 GENERAL PLAN NOTES ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF MAIN FLOOR PLAN & SCHEDULES A-101 11 21 JAL SOV 52 SOV 52 SOV 45 SOV 52 SOV 46 SOV 45 SOV 51 SOV 43 SOV 42 SOV 42 SOV 51 SOV 50 SOV 11 SOV 11 SOV 54 SOV 50 (TYP.) (TYP.) (TYP.) SOV 48 WEST ELEVATION SCALE: 1/4" = 1'-0" 1 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 4 NORTH ELEVATION SCALE: 1/4" = 1'-0" 3 CMU EXTERIOR WALLS (TYP.) PLASTER, PRIME AND PAINT 4 12 METAL ROOFING ON TIMBER FRAMED ROOF. 4 12 EAST ELEVATION SCALE: 1/4" = 1'-0" 2 5" GUTERING ATTACHED TO P.T. FASCIA BRD +7.77' T.O.S.- CONCESSION/ OFFICE METAL GUTERING ATTACHED TO P.T. FASCIA METAL ROOFING ON TIMBER FRAMED ROOF. 4 12 4 12 ROLL-UP SHUTTER AT SERVICE WINDOW METAL GUTERING ATTACHED TO P.T. FASCIA METAL ROOFING ON TIMBER FRAMED ROOF. 4 12 4 12 SH-01 +17.11' T.O. WALL EL. +22.11' T.O. ROOF +5.10' T.O. STRIP FOOTINGS +7.11' T.O.S. - RESTROOMS PROPOSED WOOD OR ALUM. SLATTED SCREEN BTWN COLUMNS +5.10' T.O. CISTERN SLAB +7.77' T.O.S.- OFFICE STONE VENEER KNEE WALL W/ 3" COPING CISTERN & ROOF SERVICE LADDER STONE VENEER COLUMN +7.11' T.O.S. - RESTROOMS +17.11' T.O. WALL EL. +22.11' T.O. ROOF CISTERN & ROOF SERVICE ACCESS LADDER 10'-0" 9'-4" +17.11' T.O. WALL EL. +22.11' T.O. ROOF +17.11' T.O. WALL EL. +22.11' T.O. ROOF +7.77' T.O.S.- CONCESSION/ OFFICE +17.11' T.O. WALL EL. +22.11' T.O. ROOF +7.11' T.O.S.- RESTROOMS +17.11' T.O. WALL EL. +22.11' T.O. ROOF SOV 45 SOV 45 SOV 48 SOV 48 CISTERN OVERFLOW DISCHARGE OT SITE DRAINGE SYSTEM SEE CIVIL DRAWINGS SOV 51 SOV 47 SOV 47 SOV 47 SOV 47 SOV 47 SOV 51 SOV 51 SOV 51 SOV 50 SOV 50 SOV 50 SOV 51 SOV 50 SOV 50 SOV 54 SOV 45 SOV 45 SOV 50 AC CONDENSER UNIT ON CONC. SLAB. WIH PROTECTIVE CAGE 2'-8" SOV 54 SOV 51 SOV 51 SOV 12 SOV 12 SOV 44 SOV 11 SOV 11 SOV 55 ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF EXTERIOR ELEVATIONS A-201 12 21 1 JAL S-501 4 S-501 3 BUILDING SECTION SCALE: 1/4" = 1'-0" 3 BUILDING SECTION SCALE: 1/4" = 1'-0" 2 BUILDING SECTION SCALE: 1/4" = 1'-0" 1 S-501 2 S-501 1 S-501 4 9'-014" 3 S-501 4 12 4 12 4 12 6 S-501 3 S-501 CONCESSION CISTERN S-503 3 S-503 5 3'-0" 3 S-501 4 12 CONCESSION 8'-0" +17.11' T.O. WALL EL. 7.11' T.O. SLAB-RESTROOMS +17.11' T.O. WALL EL. +7.11' T.O. SLAB-RESTROOMS +22.11' T.O. ROOF +7.77' T.O.S.- CONCESSION/ OFFICE +17.11' T.O. WALL EL. +22.11' T.O. ROOF +5.11' T.O.S.- CISTERN +15.77' T.O.S.- CISTERN ROOF 10'-8" +7.77' T.O.S.- CONCESSION +17.11' T.O. WALL EL. +22.11 T.O. ROOF 9'-4" +7.77' T.O.S.- OFFICE +17.11' T.O. WALL EL. +22.11' T.O. ROOF 10'-0" TYP. CONCRETE STAIR DETAIL 1" = 1'-0" 6 MIN. CL. #5 @ 12" E.W. (2) #4 BARS #4 CONT. @ EACH NOSING 5" 6" 1'-0" 1" SEE FLOOR FRAMING PLAN FOR SIZE & REINF. #4 @ 12" O.C. CONT. 1'-0" MIN. 3/4" ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF BUILDING SECTIONS JAL A-301 13 21 COLUMN PLAN DETAIL SCALE: 1" = 1'-0" 4 COLUMN SECTION DETAIL SCALE: 1" = 1'-0" 5 AQSL-DW01 AQSL-CW01 AQSL-HW01 CONCESSION ENLARGED FLOOR PLAN SCALE: 1/2" = 1'-0" 3 T-3 T-3 T-3 P-4 T-4 T-7 T-6 P-7 P-7 P-6 P-3 P-3 P-3 P-1 P-6 P-6 P-1 P-2 T-1 T-5 T-5 5'-0" 3'-0" 3'-0" 2'-6" 2'-6" ADA DOOR APPROACH CLEARANCE ADA T-TURN CLEARANCE A-402 5 SIM 2 2'-6" 3 A-402 T-5 6 A-402 104 IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value Item_Short_Name Item_Description Manufacturer Part_Number Quantity-Imperial Unit-Imperial Quantity-Metric Unit-Metric ID-CSI_Masterformat ID-CSI_Uniformat ID-CI_SfB ID-UniClass ID-User_Defined IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value A-2 P-5 2'-0" A-1 101 8'-0" REF. IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value FREEZER 2'-6" 2'-6" 2'-6" 2'-0" 3'-0" 3'-0" BC 36 BC 30 BC 30 SB 36 BC 30 DB 24 W2430 W3012 W3030 W3030 W3630 W3630 A-403 6 9 7 8 T-3 T-3 T-3 P-4 T-4 P-6 P-1 P-1 P-6 P-6 P-1 P-2 T-1 T-2 T-5 T-5 T-5 T-8 P-6 T-5 4 3'-0" 3'-0" 3'-0" A-402 1 A-402 P-8 5 (SIM) 102 5'-0" 3'-0" 3'-0" 3'-0" IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value Item_Short_Name Item_Description Manufacturer Part_Number Quantity-Imperial Unit-Imperial Quantity-Metric Unit-Metric ID-CSI_Masterformat ID-CSI_Uniformat ID-CI_SfB ID-UniClass ID-User_Defined IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_nameprm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value Item_Short_Name Item_Description Manufacturer Part_Number Quantity-Imperial Unit-Imperial Quantity-Metric Unit-Metric ID-CSI_Masterformat ID-CSI_Uniformat ID-CI_SfB ID-UniClass ID-User_Defined IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value Item_Short_Name Item_Description Manufacturer Part_Number Quantity-Imperial Unit-Imperial Quantity-Metric Unit-Metric ID-CSI_Masterformat ID-CSI_Uniformat ID-CI_SfB ID-UniClass ID-User_Defined IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value Item_Short_Name Item_Description Manufacturer Part_Number Quantity-Imperial Unit-Imperial Quantity-Metric Unit-Metric ID-CSI_Masterformat ID-CSI_Uniformat ID-CI_SfB ID-UniClass ID-User_Defined IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_name prm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value IFC_UUID instanceID prm0_name prm0_type prm0_value prm1_name prm1_type prm1_value prm2_name prm2_type prm2_value prm3_name prm3_type prm3_value prm4_name prm4_type prm4_value prm5_nameprm5_type prm5_value prm6_name prm6_type prm6_value prm7_name prm7_type prm7_value prm8_name prm8_type prm8_value prm9_name prm9_type prm9_value prm10_name prm10_type prm10_value T-7 MALE RESTROOM ENLARGED FLOOR PLAN SCALE: 1/2" = 1'-0" 1 FEMALE RESTROOM ENLARGED FLOOR PLAN SCALE: 1/2" = 1'-0" 2 ADA DOOR APPROACH CLEARANCE ADA T-TURN CLEARANCE 3'-6" 1'-0" 3'-0" 3'-0" 5'-0" 3'-0" 6" 5'-0" 3'-0" 2'-9" 2'-6" 2'-6" 1'-6" 3'-0" 3'-6" 1'-0" T-2 6" 4'-0" T-7 T-6 T-6 T-6 T-7 JANITOR'S ROOM ENLARGED FLOOR PLAN SCALE: 1/2" = 1'-0" 4 AQSL-DW01 AQSL-CW01 AQSL-HW01 103 A-403 7 8 W/P W/H 3'-0" 3'-0" 3'-0" 2'-2" 2'-2" 8'-0" 13'-6" 12'-0" 1'-7" 9" 9" 1'-6" 1'-4" 3'-6" 12'-0" 9" 12'-0" 9" 1'-4" ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF ENLARGED KEY PLANS S. EVANS/ JAL A-401 14 21 RESTROOM INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 2 7'-0" 11'-0" 5'-0" 4'-6" PT-1 1'-5" 2'-0" CT-2 RM 102 WOMAN INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 1 7'-0" 3'-4" 2'-0" 2'-4" 8" 2'-4" 8" 2'-4" 4" PT-1 CT-2 2'-10" 7'-0" RESTROOM INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 4 HANDICAP STALL 2'-10" 1'-8" 3'-4" 6" 2'-10" 2'-0" PT-1 CT-2 2'-10" 8'-0" 1'-4" 23'-8" TYPICAL RESTROOM INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 5 7'-0" 4'-0" WALL TILES 3'-2" 3'-0" 1'-8" 11'-4" 6'-5" CT-2 PT-1 4'-0" CT-2 3'-4" 5'-6" 1'-6" 2'-10" 3'-4" 7'-0" 5'-0" RESTROOM INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 3 STALL 2'-0" PT-1 6" 1'-6" RM 104 MALE INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 6 2'-10" 3'-4" 5'-0" 6" PT-1 CT-2 MECHANICAL INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 7 PT-1 4'-0" 3'-0" CT-2 6'-0" EQ EQ MECHANICAL INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 8 PT-1 2'-2" 2'-2" 4'-0" 3'-0" CT-2 ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF INTERIOR ELEVATIONS RESTROOMS S.EVANS/ D. CLARK A-402 15 21 9'-6" 8'-0" 16'-0" 3'-0" 1'-6" 3'-0" CONCESSION STAND INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 6 KITCHEN INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 7 CONCESSION STAND INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 9 CONCESSION STAND INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 8 1'-6" 2'-6" 2'-6" 2'-6" 3'-0" 2'-0" 2'-6" 3'-4" 2'-6" 3'-0" 1'-6" 2'-6" 3'-0" 2'-6" 1'-6" 3'-0" 1'-0" 3'-0" 5'-0" PT-1 PT-1 PT-1 PT-1 4'-0" ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF INTERIOR ELEVATIONS CONCESSION S.EVANS/ D. CLARK A-403 16 21 FIXTURE AND APPLIANCE SCHEDULE TAG FIXTURE/ ACCESSORY QTY DESCRIPTION MANUF. MODEL # FINISH/COLOR NOTES P-1 TOILET 5 HIGHLINE ARC 12 IN. ROUGH IN 2-PIECE 1.28 GFP SINGLE FLUSH ELONGATED CHAIR HEIGHT TOILET IN WHITE WITH SOFT CLOSE SEAT KOHLER K-78279-0 WHITE P-2 ADA TOILET 2 HIGHLINE ARC 12 IN. ROUGH IN 2-PIECE 1.28 GFP SINGLE FLUSH ELONGATED CHAIR HEIGHT TOILET IN WHITE WITH SOFT CLOSE SEAT KOHLER K-78279-0 WHITE P-3 URINAL 3 WASHBROOK FLOWISE TOP SPUD 0.125 GPF URINAL IN WHITE AMERICAN STANDARD 6590.001.020 WHITE P-4 LAVATORY SINK 2 4-STATION WALL-MOUNTED COUNTER TOP SINK SOLAN DSCT-84000 CORIAN - STONIQUE P-4A LAVATORY FAUCET 8 OPTIMA® BATTERY OR TURBINE-POWERED DECK-MOUNTED LOW BODY FAUCET SOLAN EBF-615 SILVER P-5 KITCHEN SINK 1 33 IN. UNDERMOUNT 18-GAUGE STAINLESS STEEL 50/50 DOUBLE BOWL KITCHEN SINK WITH BOTTOM GRID AND STRAINER DEERVALLEY DV-1K0193 SILVER P-5A KITCHEN FAUCET 1 THEODORA SINGLE-HANDLE PULL-DOWN SPRAYER KITCHEN FAUCET WITH SPRING SPOUT AND SHIELDSPRAY IN SPOTSHIELD STAINLESS DELTA 18804Z-SP-DST SILVER P-6 TOILET PARITION 7 POWDER COATED STEEL RESTROOM STALL- FLOOR MOUNTED WITH OVERHEAD BRACING ALLPARITION (AP) - WHITE 985 P-7 URINAL PARITION 2 POWDER COATED STEEL URINAL SCREENS- WALL HUNG, BRACKET SUPPORTED ALLPARITION (AP) - WHITE 985 P-8 JANITOR SINK 1 21.5 IN. W X 24 IN. D X 49.3 IN. H STAINLESS STEEL UTILITY SINK TRINITY THA-0303 STAINLESS STEEL T-1 GRAB BAR 1 2 24 IN. L X 1 1/2 IN. ADA COMPLIANT GRAB BAR IN BRUSHED STAINLESS STEEL GLACIER BAY 20135-03202-24 BRUSHED STAINLESS STEEL T-2 GRAB BAR 2 2 18 IN. L X 3.1 IN. ADA COMPLIANT GRAB BAR IN BRUSHED STAINLESS STEEL GLACIER BAY 20135-03202-18 BRUSHED STAINLESS STEEL T-3 SOAP DISPENSER 6 KOHLER SOAP/LOTION DISPENSER WITH TRANSITIONAL DESIGN IN POLISHED CHROME SINK MOUNTED KOHLER K-R1893-C-CP POLISHED CHROME T-4 MIRROR 2 136 IN. W X 40 IN. H RECTANGULAR FRAMELESS CLASSIC WALL BATHROOM VANITY MIRROR GLACIER BAY - SILVER T-5 TOILET PAPER DISPENSER 7 SILVER WALL MOUNT TOILET PAPER DISPENSER, LOCK WITH KEYS STAINLESS STEEL MIND READER SSTOIL-SIL SILVER T-6 MULTI-FOLD PAPER TOWEL DISPENSER & TRASH CAN 4 COMMERCIAL CENTER-PULL MULTI-FOLD/C-FOLD RECESSED PAPER TOWEL DISPENSER & 12 GAL. TRASH CAN COMBO IN. STAINLESS STEEL ALPINE 492-MK STAINLESS STEEL T-7 HAND DRYER 4 HEMLOCK COMMERCIAL BRUSHED STAINLESS STEEL AUTOMATIC HIGH SPEED ELECTRIC HAND DRYER ALPINE 400-10-SSB STAINLESS STEEL T-8 CHANGING TABLE 1 3.2" W X 18" H GREY HORIZONTAL WALL MOUNTED FOLDABLE BABY CHANGING STATION TABLE ALPINE 411-E-MK LIGHT GREY APPLIANCE SCHEDULE TAG APPLIANCE QTY DESCRIPTION MANUF. MODEL # FINISH/COLOR NOTES A-1 MICROWAVE 1 GALLERY 30 IN. WIDTH 1.6 CU. FT. STAINLESS STEEL WITH DROP-DOWN DOOR 1650-WATT BUILT-IN MICROWAVE OVEN FRIGIDAIRE GMBD3068AF STAINLESS STEEL A-2 REFRIGERATOR & FREEZER 1 48 IN. 36 CU. FT. AUTO / CYCLE DEFROST COMMERCIAL REFRIGERATOR FREEZER COMBO, 2-DOOR UPRIGHT FREEZER IN STAINLESS STEEL COOLSKI MK-48RF STAINLESS STEEL ROOM FINISH SCHEDULE ROOM Wall No. Room Name Floor North East South West Ceiling Finishes 101 CONCESSION CT-1 PT-1 PT-1 PT-1 PT-1 ER, PT-2 102 FEMALE RESTROOM CT-1 PT-1 PT-1, CT-2 PT-1 CB-1, CT-2 ER, PT-2 103 MECHANICAL ROOM CT-1 PT-1, CT-2 PT-1,CT-2 PT-1,CT-2 PT-1,CT-2 ER, PT-2 104 MALE RESTROOM CT-1 PT-1 CB-1, CT-2 PT-1 PT-1, CT-2 ER, PT-2 105 OFFICE CT-1 PT-1 PT-1 PT-1 PT-1 ER,PT-2 106 COVERED PATIO N/A - - PT-1 PT-1 ER,PT-2 CT-1: Ceramic Floor Tile CT-2 Ceramic Wall Tile- Paint above Tile ER, PT-2: Exposed Rafters, Prime & Paint GB-1: Gypsum Board, Seal, Prime & Paint CB-1: Cement Board, Plaster, Prime & Paint MT-1: Mosaic Backsplash Tile PT-1: Plaster, Prime & Paint, CMU Wall N/A : None Required ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF FIXTURES & APPLIANCES & ROOM SCHEDULES S.EVANS A-601 17 21 IFC_UUID instanceID IFC_UUID instanceID 56'-0" 1'-0" 23'-4" 5'-8" 1'-0" RESTROOM ROOF PLAN SCALE: 1/4" = 1'-0" 2 IFC_UUID instanceID 14 S-501 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE MSTA SST STRAP AT ALL RAFTER RIDGE CONNECTIONS 56'-0" 1'-0" 48'-4" 5'-8" 1'-0" 1'-0" 24'-0" 1'-0" 26'-0" 1'-0" 28'-8" 1'-0" 1'-0" 10 S-501 3X8 HIP BEAM (TYP) LS50 SST ANGLE CLIPS @ EVERY RAFTER-HIP CONNECTION 3X8 RIDGE BEAM 3X6 RAFTERS @ 2'-0" O.C. U.O.N. 3X6 RAFTERS @ 2'-0" O.C. U.O.N. 12 S-501 10 S-501 3" D.S. 5" GUTTER 2X10 P.T. FASCIA BRD PRIME & PAINT 2X10 P.T. FASCIA BRD PRIME & PAINT 2X10 P.T. FASCIA BRD PRIME & PAINT 3" D.S. 5" GUTTER 3" D.S. 25'-0" 2'-0" 1'-4" 2'-0" 4:12 SLOPE 3X6 RAFTERS @ 2'-0" O.C. U.O.N. CONC. SLAB W/ 24" SQ CISTERN . ACCESS HATCH 3X6 RAFTERS @ 2'-0" O.C. U.O.N. 3X6 RAFTERS @ 2'-0" O.C. U.O.N. 3" D.S. 6.0 Timber 6.1. 6.2. ALL STRUCTURAL TIMBER SHALL BE SOUTHERN YELLOW PINE NO. 1 OR BETTER UNLESS SHOWN OTHERWISE. MINIMUM BENDING STRESS 1200 PSI, MODULUS OF ELASTICITY 1600 KSI AND SERVICE MOISTURE CONTENT OF NO MORE THAN 19%. PROVIDE FULL DEPTH BLOCKING AT 8 FT CENTERS MAXIMUM FOR ALL FLOOR SPANS OVER 8 FT. 2.0 Foundations 2.2. 2.3. 2.4. 2.1 MAXIMUM SOIL DESIGN PRESSURE(ASSUMED)- 3000PSI ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED NATURAL GROUND, APPROVED BY THE ENGINEER. SEE SPECIFICATION FOR INFORMATION ON PILED FOUNDATIONS. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT AND FIRST FLOORS ARE IN PLACE. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED IN THE DRAWINGS 3.0 Concrete 3.1. 3.2. 3.3. 3.4. 3.5. 3.6. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE-2 PORTLAND CEMENT, STONE AGGREGATE AND SHALL DEVELOP 5000 PSI COMPRESSIVE STRENGTH IN 28-DAYS. SLABS, TOPPINGS, FOOTINGS BEAMS AND WALLS SHALL NOT HAVE JOINTS IN HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS AND SHEAR KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE ENGINEER. SEE NOTE 4.0 BELOW. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318-14. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1 /2" MIN. CHAMFER. USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED. MIXING, PLACING AND CURING OF ALL CONCRETE TO BE BY THE RECOMMENDATIONS IN ACI 305R-10, HOT WEATHER CONCRETING. ALL CONCRETE SHALL BE MAOE WITH GRACE DCI S CORROSION PROTECTING ADMIXTURE (EXCEPT CISTERN WALLS AND CISTERN GROUND SLABS) IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. PLACE JOINTS IN SLABS ON GRADE TO CREATE AREAS NO GREATER THAN 400 SQ. FT. COORIDNATE JOINT LOCATIONS W/ ARCHITECT TO MINIMISE IMPACT ON FLOOR FINISH. SAW CUTS CAN BE USED BUT MUST BE MADE WITHIN 3 HOURS OF PLACEMENT OF THE SLAB. 4.0 Reinforcement 4.1. 4.2. 4.3. 4.4. ALL REINFORCEMENT SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO ASTM A615-14 GRADE 60, EXCEPT TIES, STIRRUPS AND PLATE ANCHORS, WHICH SHALL BE ASTM DESIGNATION A615 / A615M - 14, GRADE 40 STEEL. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-07 AND SHALL BE LAPPED ONE FULL MESH AT SIDES AND END SPLICES AND WIRED TOGETHER. CONCRETE PROTECTION FOR REINFORCEMENT (REBAR-COVER) 4.3.1 CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH 3" 4.3.2 CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER 2" 4.3.3 CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS AND WALLS 1 -1/2" BEAMS AND COLUMNS - 1 -1/2" PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1-1/2" ALL TIES AND STIRRUPS SHALL BE 135" SEISMIC HOOKS IN ACCORDANCE WITH ACI 318-14 5.0 Masonry 5.1. 5.2. 5.3. 5.4. 5.5. 5.6. 5.7. 5.8. ALL CONSTRUCTION AND DETAILS TO BE IN ACCORDANCE WITH ACI 530 AND 530.1- 11 ALL REINFORCED CONCRETE BLOCKWORK SHALL BE CONSTRUCTED USING TWO CELL MASONRY UNITS ONLY, UNLESS OTHERWISE DETAILED. GROUT CELLS PROGRESSIVELY IN LIFTS NOT EXCEEDING 5 BLOCKS IN HEIGHT. WALLS SHALL BE REINFORCED HORIZONTALLY AT 8" O.C. WITH TRUSS-TYPE REINFORCEMENT. THE WIRE SHALL CONFORM TO ASTM A82-07, STANDARD GAGE, GALVANIZED UNLESS SHOWN OTHERWISE. EXTERIOR WALLS SHALL BE ALSO BE REINFORCED WITH 2-#5 BARS VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER 1-#5 AT 24" O.C TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28-DAYS AND MEET ACI 530. 1. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ACI 530.1 GROUT FOR A DISTANCE OF 24" BENEATH AND 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS, UNLESS OTHERWISE DETAILED. ROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY WALLS ON SLABS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS, AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LINTEL SCHEDULE FOR FRAMING OVER NON-BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. ALSO SEE MECHANICAL DRAWINGS FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, MORTAR SHALL BE TYPE-S, ASTM C270 (LATEST EDITIONS) MASONRY SHEAR WALLS SHALL BE REINFORCED AND GROUTED WITH ACI 530. 1 STRUCTURAL NOTES MATCH ROOF PANELS. 6" O.C. MIN. AND PROVIDE ROOFING SCHEDULE METAL ROOFING PANELS 24 GA. PRE-FINISHED CORRUGATED ROOF PANELS ASTM A792 GRADE 50-B WITH 7/8" DEEP RIBS. OVERLAP 3 CORRUGATIONS MIN. AT SIDE LAPS IN DIRECTION OF PREVAILING WINDS. METAL CAP FLASHING 26 GA. MIN. PRE-FINISHED TO MATCH ROOF PANELS, 14" WIDE MIN. ROOFING UNDERLAYMENT SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH ASTM D1970 INSTALLED IN ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURER'S AND ROOF COVERING MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL, ROOF VENTILATION CONFIGURATION, AND CLIMATE EXPOSURE FOR THE ROOF COVERING TO BE INSTALLED. METAL ROOF PANEL FASTENER SPACING ALONG PURLINS SELF-TAPPING SHEET METAL SCREWS, ZINC COATED, #14 x 2-1/2" HEXAGONAL HEAD PRE-FINISHED TO MATCH ROOF PANELS. 6" O.C. MIN. NOTES: 1. S.S. = STAINLESS STEEL METAL ROOF PANEL FASTENER SPACING ALONG PURLINS AT LAPPED ENDS OF PANELS SELF-TAPPING SHEET METAL SCREWS, ZINC COATED, #14 x 2-1/2" HEXAGONAL HEAD PRE-FINISHED TO ADDITIONAL ROW OF SELF-TAPPING SHEET METAL HEAD PRE-FINISHED TO MATCH ROOF PANELS 6" O.C. SCREWS, ZINC COATED #14 x 1" LONG, HEXAGONAL SEE ROOF DETAILS; MAX. 24" O.C. SPACING PURLIN SPACING PURLIN FASTENERS INTO OUTLOOKERS AT OVERHANGS #14 X 5" LONG S.S. WOOD SCREW @ 6" O.C. PURLIN FASTENERS AT EACH RAFTER INTERSECTION TWO #14 x 5" LONG S.S. WOOD SCREWS BLOCKING FOR ROOF SHEATHING BLOCKING SHALL BE INSTALLED UNDER THE UNSUPPORTED EDGE OF ALL ROOF SHEATHING WHICH USE LIQUID APPLIED MEMRANE ROOFING SYSTEMS ROOF SHEATHING SIZE NOTE: STAGGER JOINTS TYP. STRUCTURAL 1 TYPE 5/8" T1-11 TONGUE AND GROOVE PLYWOOD WITH 40/20 SPAN RATING ROOF SHEATHING FASTENERS #14 x 3-1/2" LONG S.S. WOOD SCREWS AT 3" O.C. AT ALL SUPPORT MEMBERS ROOF BOARD INSULATION EXTRUDED POLYSTYRENE (XPS) ROOF BOARD THERMAL INSULATION. CLOSED-CELL FOAM PANELS CONFORMING TO ASTM-C-578, TYPE IV 1-1/2" THICKNESS, MIN. 7.5 R-VALUE. T.O.S. 7.05' IFC_UUID instanceID IFC_UUID instanceID CISTERN #4 @ 12" O.C.B.W #4@ 12" O.C.B.W #4 @ 12" O.C.B.W #5 STEEL @ 8" O.C. (POS) 6" SLAB 9'-4" 2'-0" 14'-8" 2'-0" 2'-0" 9'-8" 2'-0" 22'-4" 2'-0" 5'-4" 2'-0" 6'-8" 2'-0" 5'-4" 2'-0" 9'-8" 2'-0" 9'-8" 2'-0" 3'-0" 2'-0" 17'-4" 2'-0" 8" 8" 16'-0" 10'-8" 8" 8" 8" 11'-0" 8" 23'-8" 8" 5'-0" 8" 1'-0" 6'-2" 2'-0" 11'-0" 8" 11'-0" 2'-0" 18'-8" 6'-8" 8'-0" 6'-8" 8" 8" 5'-8" 7'-10" 4'-8" 8" 24'-8" 30'-4" 24'-8" SECTION 180 (TYP.) PER AA' SH. TO DENSITY OF 95% AS COMPACTED TO A GRANULAR BACKFILL SECTION 180 (TYP.) PER AA' SH. TO DENSITY OF 95% AS COMPACTED TO A GRANULAR BACKFILL SECTION 180 (TYP.) PER AA' SH. TO DENSITY OF 95% AS COMPACTED TO A GRANULAR BACKFILL 2 S-501 1 S-501 1 S-501 6" SLAB ON GRADE W/ 6X6 W2.9 X W2.9. WWF T.O.S. 7.11' 4'-8" 4'-8" 8" #4 @ 12" O.C.B.W SECTION 180 (TYP.) PER AA' SH. TO DENSITY OF 95% AS COMPACTED TO A GRANULAR BACKFILL T.O.S. 7.68' 8" IFC_UUID instanceID IFC_UUID instanceID 8" 8" 2'-0" 29'-0" 24'-0" 8" 8" 15'-8" 30'-0" 8" 8" 8" 1'-0" 12'-0" 2'-0" 6" SLAB T.O.S. 7.11' 6" SLAB T.O.S. 7.77' 6" SLAB T.O.S. 5.11' 55'-0" 8" 8" 8" 8" 8" T.O.S. 7.77' 6" SLAB ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF FOUNDATION PLAN & ROOF FRAMING PLAN VN/ JAL S-101 18 21 1'-0" EAVE DETAIL SCALE: 1" = 1'-0" 8 24 GA. GALV. METAL ROOFING W/ #14X1-1/4" SCREWS @ 4" O.C. @ EDGES & 8" O.C. @ FIELD ICE & WATER SHIELD SEALANT ON 5/8" T1-11 PLYWOOD OR 1X6 T&G - USE #8X2-1/4" SCREWS; 2 PER RAFTER 2X4 PURLINS @ 14" O.C. - DBLED @ RIDGE/EAVE - USE #10X4" SCREWS; 2 PER RAFTER SIMPSON ST HHETA24 OVER EA. RAFTER EMBEDDED AND ANCHORED IN BEAM 5" 26 GA. ALUM. GUTTER 2X12 P.T. WD. FASCIA BD. - LAG BOLT TO EA. RAFTER W/ 3/8" X 6" 8" X 16" BEAM W/ 4-#5 BARS & #3 STIRR. @ 8" O.C. TYP. 8" BLOCK BEARING WALL W/ #5 VERT @ 16" O.C. - CORES FILLED SOLID NOTE: HURRICANE CLIPS TO BE PAINTED TO MATCH EXISTING ADJACENT FINISHES. PLYWOOD ROOF SHEATHING TO RECEIVE A PAINTED FINISH. RAFTER SEE-FRAMING PLAN RIDGE DETAIL SCALE: 1" = 1'-0" 10 RIDGE BEAM AS PER ROOF FRAMING PLAN NEW 24 GA. METAL ROOFING NEW 3/4" T1-11 PLYWD DECKING ICE & WATER SHIELD FOAM CLOSURE STRIPS SET IN SEALANT METAL RIDGE CAP FLASHING W/ HEMMED EDGES SIMPSON STRONG TIE MSTI EACH RAFTER INSTALL SIMPSON LS 50 OR LS 70 ANGLES AT EA. RAFTER NEW PURLINS: (2) 2X4 PURLINS @ RIDGE (2) #12 X 5" SCREWS EA. PURLIN TO RAFTER (TYP.) 3X_RAFTER 3X_RAFTER NOTE: SEE ROOF FRAMING PLAN FOR MEMBER SIZES AND SPACING 2'-0" 3X_HIP 3X_HIP RIDGE RAFTER/ RIDGE DETAIL SCALE: 1" = 1'-0" 12 1/4" WELDED METAL PLATE W/ 2 - 5/8"Ø BOLTS PER CONNECTION 3X RAFTERS LS 70 SST ANGLES E.S. LS 70 SST ANGLES E.S. SIMPSON MSTA 30 METAL STRAP TIE FROM RAFTER TO RAFTER OVER RIDGE TRIPLE OVERLAP AT SIDELAPS NOTE: PROVIDE A MINIMUM OF THREE OVERLAPPING CORRUGATIONS (TRIPLE OVERLAP) AT SIDELAPS. ROOF COVERING SECTION DETAIL SCALE: 1" = 1'-0" 11 7/8" 1-1/2" 2-2/3" TYP. NEW OR EXISTING RAFTERS - SIZE & SPACING PER ROOF PLAN 2x4 P.T. PURLINS (TYP.) @ 14" O.C. #14x 2 1/2" LONG ROOFING SCREWS W/ GASKETED WASHER PER SCHEDULE ROOF SHEATHING PER ROOFING SCHEDULE #14x1" LONG SELF TAPPING ROOFING SCREWS W/ GASKETED WASHER AT 6" O.C. AT SIDELAPS 24 GAUGE CORRUGATED METAL ROOF PANEL ASTM A792 GRADE 50-B (ALUMINUM ZINC ALLOY) W/ 7/8" DEEP RIBS AT 2 2/3" O.C., SEE SCHEDULE FOR PANEL FASTENING REQUIREMENTS ROOF UNDERLAYMENT PER ROOFING SCHEDULE 2'-0" MAX. PURLIN SPACING EXISTING RAFTERS SEE SCHEDULE FOR NAILER-TO-RAFTER 2" 8" END LAPS SHALL ONLY OCCUR AT PURLINS. PANELS SHALL BE OVERLAPPED 8" BEYOND FASTENERS UNDERNEATH AND 2" BEYOND FASTENERS ON TOP WITH TWO ROWS OF SEALANT TAPE UPSLOPE OF FASTENERS AT END LAPS. FASTENERS SHALL PENETRATE BOTH PANELS INTO PURLINS AT END LAPS. END LAPS ARE ONLY RECOMMENDED WHEN EAVE TO RIDGE LENGTH EXCEEDS THE MAXIMUM AVAILABLE PANEL LENGTH. 24 GAUGE CORRUGATED METAL ROOF PANEL ASTM A792 GRADE 50-B (ALUMINUM ZINC ALLOY) W/ 7/8" DEEP RIBS AT 2 2/3" O.C., SEE SCHEDULE FOR PANEL FASTENING REQUIREMENTS AT END LAP, PROVIDE ROW OF #14 x 1" LONG SELF-TAPPING ROOFING SCREWS WITH GASKETED WASHERS DASHED LINE INDICATES END OF ROOF PANEL UNDERNEATH AT ROOF PANEL END LAP ROOF INSULATION: LOOSE-LAID 1 1/2" THICK EXTRUDED POLYSTYRENE (XPS) BETWEEN PURLINS 2x4 PURLINS: PROVIDE (2) PURLINS AT RIDGE AND EAVES ROOF SHEATHING: SEE SCHEDULE FOR PANEL TYPE AND FASTENING REQUIREMENTS NOTE: ALL WOOD COMPONENTS SHALL BE PRESSURE TREATED. ROOFING UNDERLAYMENT PER ROOFING SCHEDEULE ROOF ASSEMBLY DETAIL SCALE: 1" = 1'-0" 6 TYPICAL FOUNDATION DETAIL SCALE: 1" = 1'-0" 4 2'-0" 1'-0" 3" 3" HEIGHT VARIES UNDISTURBED EARTH (3) #5 CONT. W/ #3 DISTR. BARS @ 12" O.C. DUR-O-WALL EVERY COURSE 8" CMU EXTERIOR WALLS. ALL CELLS SOLID FILLED #5 V @ 16" O.C. #4 STARTER BARS @ 16" O.C. 6 MIL POLY VAPOR BARRIER 5" SLAB ON GRADE - SEE SLAB PLAN FOR REINF. 8" C.I.P. WALL W/ #4 @ 8" O.C. V & H 95% COMPACTED FILL THICKENED SLAB DETAIL SCALE: 1" = 1'-0" 3 5" 2'-0" 8" 5" 5" TYP. CMU WALL #4 TIES @ 16" O.C. VERT. SEE SLAB PLAN FOR REINF. #3 TENS STEEL @ 18" O.C. 1/2" PLASTER E.S. 6 MIL POLY VAPOR BARRIER 3 #5 CONT. 6 MIL POLY VAPOR BARRIER TYPICAL 2'-0" 1'-0" 3" 3" HEIGHT VARIES SEE FLOOR FRAMING PLAN FOR REINF. SIZE AND PLACEMENT 1" (4) #5 CONT. W/ #3 DISTR. BARS @ 12" O.C. 8" C.I.P. WALL W/ #4 @ 8" O.C. V & H BACKFILL UNDISTURBED EARTH #4 TOP 24"X24" "L" #4 TOP 24"X24" "L" TYPICAL FOUNDATION DETAIL SCALE: 1" = 1'-0" 5 8" 1'-0" 2'-0" 3" 3" 8" 6" R COVE BASE - TO BE BUILT UP IN (2) APPLICATIONS 6" 5'-0" L #4 X @ 12"O.C. W/ (6) #4 CONT. 6 MIL POLY V.B. COMPACTED TO 95% DENSITY TYP. (3) # 5 CONT. 8" 7" #3 @ 12"O.C. B.W. 6" COMPACTED TO 95% DENSITY TYP. 5" #5 VERT. @ 8" O.C. #4 HORZ @ 9" O.C. 2 COATS THOROSEAL PER MANUFACTURERS SPECS. #4 @ 12" O.C. W.C. CISTERNFOUNDATION DETAIL SCALE: 1" = 1'-0" 2 1'-0" 3" 6" 5'-0" L #4 X @ 12"O.C. W/ (6) #4 CONT. 6 MIL POLY V.B. COMPACTED TO 95% DENSITY TYP. #4 @ 12" O.C. W.C. 6" #5 VERT. @ 8" O.C. #4 HORZ @ 9" O.C. 2 COATS THOROSEAL PER MANUFACTURERS SPECS. 6" R COVE BASE - TO BE BUILT UP IN (2) APPLICATIONS (3) # 5 CONT. 2'-0" CISTERN FOUNDATION DETAIL SCALE: 1" = 1'-0" 1 7 5/8" TYPICAL CMU WALL PLAN DETAIL SCALE: 1" = 1'-0" 7 FOR SPLICING OF BARS: 12" MIN. OVERLAP OF #4 BARS - FILL ALL CORES W/ CONCRETE 7 5/8" 8" TYPICAL CMU WALL SECTION DETAIL SCALE: 1" = 1'-0" 9 8" BLOCK BEARING WALL CORES GROUTED SOLID DURO WALL, WELDED WIRE TRUSS TYPE HORIZONTAL REINF. EVERY COURSE #5 BARS VERTICAL REINF. IN EVERY OTHER BLOCK CORE 8" BLOCK BEARING WALL CORES GROUTED SOLID DURO WALL, WELDED WIRE TRUSS TYPE HORIZONTAL REINF. EVERY OTHER COURSE (1) #5 BAR VERTICAL REINF. IN EVERY OTHER BLOCK CORE; BARS TO BE 1" FROM INTERIOR FACE OF BLOCK CORE MAX. 1/2" INTERIOR PLASTER - 3/4" EXTERIOR PLASTER HIP RAFTER AT EAVE - WALL HOLD DOWN DETAIL SCALE: 1" = 1'-0" 14 (2) #4 CONT. CONCRETE RING BEAM SIMPSON ST HHETA 40 HOLD DOWN AT HIP RAFTERS CONC. RING BEAM SEE EAVE BEAM DETAIL HIP RAFTER - SEE ROOF PLAN FOR SIZE ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF DETAILS VN/ JAL S-01 19 21 EXTERIOR FLOOD LIGHT 2X4 LED LIGHT TELEVISION INTERNET S S S TWO WAY SWITCH FOUR WAY SWITCH METER BASE 2 4 ONE WAY SWITCH ELECTRICAL PANEL 220V 50A OUTLET CEILING FAN WITH LIGHT ELECTRICAL LEGEND WALL LIGHT DOUBLE CONV. OUTLET 120V WEATHER PROTECTED OUTLET CEILING ,OOUNTED MECH. VENT W/ LIGHT CEILING/ SURFACE MOUNTED LIGHT SD PENDANT/ HANGING LIGHT FIXTURE ELECTRICAL GENERAL NOTES: 1. GENERAL: a. ALL WORK SHALL CONFORM TO THE LATEST APPROVED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL JURISDICTIONAL CODES. b. ALL WORK TO BE PERFORMED BY A LICENSED ELECTRICIAN. c. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COM PLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. d. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES TO BE SET IN CAST-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL SPECS ARE NOT INTENDED TO BE PROPRIETARY, SUBSTITUTIONS WILL BE ACCEPTABLE FOR EQUAL RATED AND LISTED UNITS. 2. PERMITS: a. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL ELECTRICAL PERMITS REQUIRED FOR THE ELECTRICAL PORTION OF THE JOB. ELECTRICAL CONTRACTOR SHALL PREPARE A PROJECT WORK PLAN INCLUDING BUT NOT LIMITED TO PREPARATION OF ANY PANEL SCHEDULES AND SUPPLEMENTAL DRAWINGS AND DIAGRAMS AS MAY BE REQUIRED BY DPNR FOR REVIEW AND APPROVAL OF ANY REQUIRED ELECTRICAL PERMITS. 3. SCOPE: a. EXCEPT WHERE OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS BY "FUTURE", "BY OTHERS". OR BY A SIMILAR NOTATION. IT IS THE INTENT THAT THE CONTRACTOR FURNISH ALL LABOR. MATERIALS, EQUIPMENT AND TOOLS NECESSARY TO PROVIDE ALL SYSTEMS IN COMPLETE AND OPERATING CONDITION. 4. EXCAVATE AS NECESSARY FOR THE INSTALLATION OF ELECTRICAL MATERIALS AND EQUIPMENT. VERIFY THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES OR STRUCTURES BEFORE EXCAVATING AND EXERCISE CARE TO AVOID DAMAGE TO SUCH ITEMS DURING EXCAVATION. BACKFILL WITH EARTH FREE OF LARGE CLODS. LARGE STONES AND FOREIGN DEBRIS, DEPOSITED IN 6” LAYERS AND COMPACTED TO A DENSITY OF NOT LESS THAN THAT OF THE SURROUNDING UNDISTURBED MATERIAL 5. MATERIALS: a. THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION. AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 6. GROUNDING: a. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. 7. SHARED NEUTRAL CONDUCTORS SHALL NOT BE ALLOWED UNLESS INSTALLED IN ACCORDANCE WITH NEC-210.4 8. CONDUITS: a. PROVIDE CONDUITS WHERE CALLED FOR ON PANEL SCHEDULES: ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. b. CONDUITS INSTALLED UNDERGROUND SHALL BE POLYVINYLCHLORIDE (PVC) AND SHALL NOT BE SMALLER THAN 3/4" TRADE SIZE. WHERE PVC CONDUIT IS INSTALLED UNDERGROUND, ELBOWS TURNING UP AND CONDUIT EMERGING ABOVE GRADE SHALL BE RSC. THE TOPS OF CONDUITS SHALL NOT BE LESS THAN 24" BELOW FINISHED GRADE. PVC CONDUITS INSTALLED ABOVE GRADE OR DIRECT-BURIED IN EARTH SHALL BE NEMA TC2 TYPE EPC-40-PVC (SCHEDULE 40) EXCEPT THAT WHERE UNDER AREAS SUBJECT TO HEAVY VEHICULAR TRAFFIC, IT SHALL BE NEMA TC2 TYPE EPC-80-PVC (SCHEDULE BO). c. ALL ARMOR-CLAD CABLE (AC CABLE) WIRING SHALL MEET OR EXCEED ALL NEC, OSHA AND HUD STANDARDS. 9. CONDUCTORS: a. CONDUCTORS SHALL BE AS SCHEDULED ON PANEL SCHEDULES. ALL POWER CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG (CU), OR #12 AWG (AL), CONTROL CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN #18 AWG CU. CONDUCTORS SHALL BE CONTINUOUS FROM OU1LET TO OU1LET WITHOUT SPLICES EXCEPT WITHIN WIREWAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS. PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. b. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPLICES, EXCEPT THAT CONDUCTORS #1D AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION OR PRESSURE TYPE TERMINAL LUGS, OR IN PRESSURE TERMINALS. COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND SMALLER. SHALL BE THE SELF- INSULATED TYPE: OTHER SPLICES SHALL BE INSULATED USING 3M #33+ OR #BB PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCHCAST OR EQUAL POTTING COMPOUND ON CONDUCTORS #10 AWG. AND SMALLER. SHALL BE THE SELF- INSULATED TYPE: OTHER SPLICES SHALL BE INSULATED USING 3M #33+ OR #BB PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCHCAST OR EQUAL POTTING COMPOUND. 10. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORKSPACE. 11. LIGHTING FIXTURES: a. LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. FIXTURES WITH ADJUSTMENTS AFFECTING LIGHT DISTRIBUTION SHALL BE SET TO PROVIDE THE REQUIRED LIGHT PATTERNS PRIOR TO THE FlNAL DEMONSTRATION TEST. 12. TESTS: a. AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERA TES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. 13. TERMINALS: a. ALL ELECTRICAL EQUIPMENT FURNISHED ON THIS PROJECT IS TO HAVE TERMINALS RATED FOR 75" C. OPERATION. GROUND FAULT INTERRUPTER CIRCUIT GFI COUNTER HEIGHT OUTLET WP SMOKE DETECTOR W/HARD WIRE /BARTERY BACK-UP INTERCONECTED ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 1 ELECTRICAL NOTES SCALE: N/A 4 1-1/2" PVC W/ 3#2 THHN W/ 1#8 #4 SOLID GROUND IN 34" PVC CONDUIT 24 CIR. 200 CONCRETE MONUMENT ELECTRICAL ONE LINE DIAGRAM SCALE: N/A 3 CONCESSION WOMEN MECH OFFICE MEN COVERED PATIO COVERED ENTRY AQSL-DW01 AQSL-CW01 AQSL-HW01 ELEC. STOR. CISTERN S S S S S SD S WP W/P W/H 24 CIRCUIT ELECTRICAL PANEL SCHEDULE SCALE: N/A 2 110V 220V 220V 50 CFM VENT FAN S GFI GFI S WP GFI GFI GFI GFI GFI WP SS F E.P. BOX SITE LIGHTING CONTROL PANEL S TO SECURITY LIGHTS ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF ELECTRICAL PLAN S. EVANS E-101 20 21 AQSL-DW01 AQSL-CW01 AQSL-HW01 PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, ETC. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. CONTRACTOR IS RESPONSIBLIE TO INSTALL ALL FIXTURES AND EQUIPMENT IN STRICT COMPLIANCE WITH THE MANUFACTURES INSTALLATION INSTRUCTIONS. THIS REQUIREMENT IS TO SUPERSEDE ANY DETAILS OR INFORMATION CONTAINED ON THESE DRAWINGS. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL, STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 3. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 4. ALL MATERIAL SHALL BE NEW. 5. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ ARCHITECT. 6. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 7. THE PLUMBING CONTRACTOR SHALL SECURE AND PAY ALL PERMIT FEES, INSPECTIONS, AND TESTS. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 9. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 10. VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 11. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE STOPS. 12. ALL BELOW FLOOR SLAB WATER PIPING SHALL BE FLEXIBLE "TEMPRITE PEX (CROSS-LINKED POLYETHYLENE)" INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS FOUND HERE: WWW.LUBRIZOL.COM. ALL ABOVE SLAB WATER PIPING SHALL BE "FLOWGUARD GOLD CPVC" INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS FOUND HERE: WWW.FLOWGUARDGOLD.COM. ALL WATER PIPING AS SPECIFIED OR APPROVED EQUAL. ALL 2" WATER PIPING SHALL BE TYPE "L" COPPER AND TYPE "K" COPPER FOR 2 1 /2" AND LARGER. (OR APPROVED EQUAL) 13. SOIL, WASTES AND VENT PIPING SHALL BE PVC 1/40 DMV. WASTE AND VENT PIPING ABOVE SLAB SHALL BE PVC, IF APPROVED BY LOCAL AUTHORITES HAVING JURISDICTION, OTHERWISE CAST IRON. PVC SHALL NOT BE INSTALLED IN A/C RETURN AIR PLENUM OR PENETRATE FIRE RATED WALLS OR FLOORS. 14. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE PVC #40 OR COPPER DRAIN WASTE AND BENT PIPE ANO FITTINGS. IN SULA TE ALL CONOENSA TE PIPING EXCEPT EXTERIOR PIPING. INSTALL ALL CONDENSATE PIPING FOR AIR CONDITIONING UNITS AS REQUIRED PER LOCAL CODES. 15. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AT EACH GROUP OF FIXTURES. INSTALLATION OF WATER HAMMER ARRESTORS SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL AN APPROVED WATER HAMMER ARRESTOR AT EACH FIXTURE OR DEVICE THAT HAS A SOLENOID WATER CONTROL VALVE. 16. PROVIDE CHROME PLATED COMBINATION COVERED PLATE AND CLIEANOUT PLUG FOR ALL WALL CLEANOUTS, JOSAM 58890. 17. INSULATE LINES AS FOLLOWS: a. 1-1/2" THICK ARMAFLEX PREFORMED INSULATION SHALL BE PROVIDED ON BOTH C.W. & H.W. WHEN PIPING IS LOCATED OUTSIDE OF THE INSULATED BUILDING ENVELOPE. b. 1-1/2" THICK ARMAFLEX PREFORMED INSULATION SHALL BE PRO�� DED ON HW PIPING & H.W. RECIRC. PIPING, ONLY WHEN THERE IS A H.W. RECIRCULATING PIPING SYSTEM. c. CONDENSATE PIPING: 1/2" THICK ARMAFLEX PREFORMED OR APPROVED EQUAL. WATER CLOSET NOTES: 1. WATER CLOSETS SHALL CONFORM TO AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME 112.19.2 (VITREOUS CHINA PLUMBING FIXTURES) AND THE HYDRAULIC REQUIREMENTS F0R WATER CLOSETS AND URINALS. 2. WATER CLOSETS THAT PERMIT THE BACKFLOW OF THE CONTENTS OF THE BOWL INTO THE FLUSH TANK SHALL BE PROHIBITED. 3. FLUSH TANKS SHALL BE PROVIDED WITH OVERFLOWS DISCHARGING TOT HE WATER CLOSET CONNECTED THERETO AND SUCH OVERFLOW SHALL BE SUFFICIENT SIZE TO PREVENT FLOODING THE TANK AT THE MAXIMUM RATE AT WHICH THE TANKS ARE SUPPLIED WITH WATER ACCORDING TO THE MANUFACTURER'S DESIGN CONDITIONS. 4. ALL PARTS OF THE FLUSH TANK SHALL BE ACCESSIBLE FOR REPAIR AND REPLACEMENT. 5. WATER CLOSETS SHALL BE EQUIPPED WITH SEATS OF SMOOTH, NONABSORBENT MATERIAL AND SHALL BE PROPERLY SIZED FOR THE WATER CLOSET BOWL TYPE. 6. THE MAXIMUM ALLOWABLE FLOW RATE FOR WATER CLOSETS SHALL BE 1.6 GALLONS PER FLUSHING CYCLE. LAVATORY NOTES 1. LAVATORIES SHALL CONFORM TO AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME 112.19.2 (VITREOUS CHINA PLUMBING FIXTURES) OR ASME A112.19.9 (NON-VITREOUS CERAMIC PLUMBING FIXTURES). 2. LAVATORIES SHALL HAVE WASTE OUTLETS NOT LESS THAN 1.25 INCH IN DIAMETER. 3. THE MAXIMUM ALLOWABLE FLOW RATE FOR LAVATORY FAUCETS SHALL BE 2.2 GALLONS PER MINUTE AT 60 PSI. SINK NOTES 1. SINKS SHALL BE PROVIDED WITH WASTE OUTLETS NOT LESS THAN 1.5 INCHES IN DIAMETER. A STRAINER, CROSSBAR, OR OTHER DEVICE SHALL BE PROVIDED TO RESTRICT THE CLEAR OPENING OF THE WASTE OUTLET. C.O. 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT 2" PVC @ 1/4" SLOPE 2" PVC @ 1/4" SLOPE 3" PVC PIPE 3" PVC @ 1/4" SLOPE PLUMBING PLAN SCALE: 1/4" = 1'-0" 1 WC 3" 2" VTR WC 3" WC 3" WC 3" WC 3" UR 1-1/2" UR 1-1/2" UR 1-1/2" WC 3" WC 3" LAV 1-1/2" 1-1/2" SINK LAV 1-1/2" LAV 1-1/2" LAV 1-1/2" LAV 1-1/2" LAV 1-1/2" 2" VTR LAV 1-1/2" LAV 1-1/2" 2" DR PLUMBING ISOMETRIC SCALE: N/A 2 4" WASTE TO SEWAGE SYSTEM 4" WASTE TO SEWAGE SYSTEM 2" VTR 2" VTR 2" VENT 3" PVC PIPE 2" DR FLOOR DRAIN 3" 4" SOIL W/P W/H WATER HEATER AND PUMP DIAGRAM SCALE:NTS 3 4" WASTE DRAIN C.O. CO C.O. 2" PVC @ 1/4" SLOPE CO SINK 1-1/2" 2" VTR 2" VTR DRAIN FD FD FD FD 3" FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN CONCESSION WOMEN MECH OFFICE MEN COVERED PATIO COVERED ENTRY ELEC. STOR. CISTERN 91 SF x 9'0"H x 7.48 6,126 gals. FURNISH AND INSTALL NEW WHOLE-HOUSE 5 MICRON SEDIMENT CARBON WATER FILTER EXIST. PVC SUPPLY LINE FROM CISTERN REMOVE AND DISPOSE OF EXISTING HOUSE PUMP. FURNISH AND INSTALL NEW 1/2 HP HOUSE PUMP PUMP FILTER WH SHUT OFF VALVE TYP. EXIST 1/2" PVC HOT AND COLD WATER SUPPLY LINES TO HOUSE REMOVE AND DISPOSE OF EXISTING WATER HEATER. FURNISH AND INSTALL NEW 30 GAL ELECTRIC WATER HEATER ENGINEERING & CONSTRUCTION GROUP LLC WYSTAN BENJAMIN, PE PROFESSIONAL ENGINEER USVI LICENSE # 635E ENGINEER (CIVIL): EMAIL: CLIENTSERVICES@GRANTECG.COM CERT. OF AUTHORIZATION #: 1-35879-1B DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC PROJECT LOCATION: PROJECT OWNER: DRAWING TITLE: DESCRIPTION REV DATE REV# THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC PARCEL 22 NADIR PROJECT TITLE: CHECKED BY: DRAWN BY: CLIENT PROJECT #: GECG PROJECT #: 10/03/2025 AS NOTED 100% CONSTRUCTION DOCUMENTS SIGNATURE & SEAL ISSUE: DESCRIPTION ISSUE DATE ISSUE ISSUE LOG: EZRA FREDERICKS BALLPARK CONCESSION BUILDING AND FIELD SITEWORK V.I DEPT. OF SPORTS, PARKS & RECREATION DATE: SCALE: SHEET #: JUBK 322009.34-VIODR-DPP VI-4340-PW-01014 4002 WEYMOUTH RHYMER HWY AL COHENS PLAZA, SUITE #301 ST THOMAS, USVI 00802-22213 PH: 973-358-5020; FX 732-377-8612 REVISIONS: 60% CONSTRUCTION DOCUMENTS 06/13/2025 1 90% CONSTRUCTION DOCUMENTS 09/24/2025 2 REDHOOK QTR. ST. THOMAS US VIRGIN ISLANDS 100% CONSTRUCTION DOCUMENTS 10/03/2025 3 OF PLUMBING PLAN VN/ JAL/ SE P-101 21 21